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RC-11-2059Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305 -795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Date Issued Occupancy Construction Type Load t1CQ N15-14 ccupancy 2,713 SQ FT Type INTERIOR REMODEL, GARAGE CONVERSION & ADDITION Not Transferable POST IN A CONSPICUOUS PLACE inspection Number: INSP- 182947 Permit Number: RC -11 -11 -2059 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 10, 2013 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN Infractlo Passed Comments INSPECTOR COMMENTS False Passed �� Inspector Comments CREATED AS REINSPECTION FOR INSP- 166348. The letter references the wrong code section. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until January 10, 2013 For Inspections please call: (305)762.4949 Page 1 of 1 Date: November 26, 2012 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 FL LIC # AR CION074 Re: Permit # RC 11 -2059 addition Franklin/Zazadza Residence Addition 77 N.E. 100th Street Miami Shores, Florida 33138 Folio # 11 -3206- 013 -1430 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Sh + : ve any questions or need any additional information please do not hesitate Mark A. Campbell, Architect State of Florida: #0011074 Franklin Res CO letter 11 -26 -12 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166342 Permit Number: RC -11 -11 -2059 Scheduled Inspection Date: January 29, 2013 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 28, 2013 For Inspections please call: (305)762 -4949 Page 1 of 22 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY /COMPLETION CHECK LIST Building permit card. 0,Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. \ \Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. ertificate of Insulation. Certificate of Soil Treatment (Final treatment - original)\ \CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and lawn as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. 'oil Compaction Letter (Density report is required) \F inal certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) Backflow preventor certificate (Required on commercial projects only) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 REV (2/18/2010) Obi in (5 41 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 166345 Permit Number: RC -11 -11 -2059 Inspection Date: December 12, 2012 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN Passed /A Inspector Comments 0 (4,/t)47/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 December 12, 2012 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name TRACY FRANKLIN & POL ZAZADZE A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 77 NE 100 STREET City MIAMI SHORES State FL ZIP Code 33138 OMB No. 1660 -0008 Expires March 31, 2012 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) TAX FOLIO #11- 3206 -013 -1430 OF MIAMI -DADE COUNTY PROPERTY APPRAISERS RECORDS A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL, A5. Latitude/Longitude: Lat. 25 °52'02 "N Long. 80 °11'46'W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2512 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1084 sq in d) Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes 0 No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES - 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086 C 0302 L Date Effective/Revised Date Zone(s) AO, use base flood depth) 9/11/2009 9/11/2009 "X" N/A BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date N/A ❑ CBRS ❑ OPA ❑ Yes e No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized MIAMI -DADE #N- 568Vertical Datum NGVD -1929 Conversion /Comments NONE a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 13.05 b) Top of the next higher floor El/A. c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) N /A. e) Lowest elevation of machinery or equipment servicing the building 12.71 (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 11.0 g) Highest adjacent (finished) grade next to building (HAG) 11.4 h) Lowest adjacent grade at,lowest elevation of deck or stairs, including N/A. structural support Check the measurement used. ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ® feet ❑ feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name PABLO J. ALFONSO Title PROFESSIONAL License Number 5880 YOR & `R Company Name Royal Point Land Surveyors Address 6175 153"" �- w ity MIAMI LAKES Signature State FL ZIP Code 33014 Date 11/27/2012 Telephone 305 - 822 -6062 FEMA Form 81 -31, Mar 09 ,p See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 77 NE 100 STREET City MIAMI SHORESState FL ZIP Code 33138 npally Use: SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation C= ificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments LA ELEVATION Signature OBTAINED FROM GOOGLE MAPS, CROWN OF ROAD ELEVATION IS +11.23'. ENOTES NC SLAB ELEVATION. Date 11/27/2012 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ► i feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ® feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet ❑ meters ❑ above or ❑ below the HAG. E5, Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items 08 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ® Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 77 NE 100 STREET City MIAMI SHORES State FL ZIP Code 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. (Photographs date taken: 11/27/12 1 LEFT SIDE VIEW RIGHT SIDE VIEW Building Photographs Continuation Page Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. City State ZIP Code For Insuran Company If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." GARAGE VIEW N/A VENT VIEW N/A Permit Number: RC -11 -11 -2059 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 166345 Inspection Date: December 12, 2012 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN Passed ( tc-2;), LI ..1- Inspector Comments 0C---f(c de_ ee,,X Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 12, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name TRACY FRANKLIN & POL ZAZADZE A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 77 NE 100 STREET City MIAMI SHORES State FL ZIP Code 33138 OMB No. 1660 -0008 Expires March 31, 2012 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) TAX FOLIO #11- 3206 - 013 -1430 OF MIAMI -DADE COUNTY PROPERTY APPRAISERS RECORDS A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25 °52'02 "N Long. 8011'46'W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2512 sq ft b) No. of permanent flood openings in the crawlspace or enclosures) within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1084 sq in d) Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES - 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12086 C 0302 B5. Suffix L B6. FIRM Index Date 9/11/2009 B7. FIRM Panel Effective/Revised Date 9/11/2009 B8. Flood Zone(s) .x. B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes e No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate Will be required when construction of the building is complete. C2. Elevations -Zones A1-A30, A , AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the buildin diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized MIAMI -DA E #N- 568Vertical Datum NGVD -1929 Conversion /Comments NONE a) Top of bottom floor (includi basement, crawlspace, or enclosure floor) 13.05 b) Top of the next higher floor WA. c) Bottom of the lowest horizon I structural member (V Zones only) N/A. d) Attached garage (top of slab) N /A. e) Lowest elevation of machinery or equipment servicing the building 12.71 (Describe type of equipment and ovation in Comments) f) Lowest adjacent (finished) grade n xt to building (LAG) 11.0 g) Highest adjacent (finished) grade next to building (HAG) 11.4 h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/q. structural support Check the measurement used. feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) 0 feet ❑ meters (Puerto Rico only) 0 feet ❑ meters (Puerto Rico only) 0 feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name PABLO J Title PROFESSI License Number 5880 ER Company Name Royal Point Land Surveyors Address 6175 j} KT fT 1 City MIAMI LAKES Signature FEMA Form 81 -31, Mar 09 State FL ZIP Code 33014 Date 11/27/2012 Telephone 305 -822 -6062 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 77 NE 100 STREET City MIAMI SHORESState FL ZIP Code 33138 any SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments LATITUDE & LONGITUDE OBTAINED FROM GOOGLE MAPS, CROWN OF ROAD ELEVATION IS +11.23'. ELEVATION NOTED ON ITEM 2C-e ! ENOTES A/C SLAB ELEVATION. Signature Date 11/27/2012 ® Check here if attachments SECTION E - BUIL ' G ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet ❑ meters ❑ above or ❑ below the LAG. ® feet ❑ meters ❑ above or ❑ below the HAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is . 0 feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ® Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions • • • • • • • • • • • • .. • • • .. • Y • O • • ••• .•• ••• • • • • • • • • • - 4 . • • 0 • • • • • • • • • • • • 0 • • • ••• • • • • • • • • • ••• • • • • • • • • 0 • • • • •• •• • • • • • • iLx a ENGINEER OF RECORD1 V. M. C. OF A. No. 27833 11278 S.W. 153rd PLACE MIAMI. FLORIDA 33196 TEL: 786 -281 -6968 TEL: 305 -383 -5898 PROJECT NAME SOO pei (, 641 i'st law / 64 cve.. , p, ° PROJECT No. SHEET No. 40 OF 6E% SUBJECT PREPARED BY Eacsa164 CHECKED BY ‘Ak) SCALE R./A DATE 1.0 03- Z.008 wool) ¥t/-t c ? OJT Qopker1e"CG 1-00%z �C\ST t N G R.E,mc . 449 $,QPL`e G.POIGuQ 1:104ES.W E skkLs.SXYR. -33a oz sip i.J� cZ t.l`Yt ik?!t 5, Ok■N) Uu'C' No HQ. L.00 ‘G. t>atltuT 'DhKbGk4c.. Ek,4S't'ti•C .POx,kt. stvz s1k ADv Yl. -33 `f • • • • • • • •• • • • • • • • • • • •••• •• • • • • • • • • •••• • •• • • •••• • • • • •• •• •••• • • • • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • •• • Product Data Sheet Edition 7.1.2008 Identification no. 397 • Sikadur 33 Sikadur° 33 High- modulus, high- strength, structural, very rapid - curing epoxy, smooth -paste adhesive Description Sikadur 33 is a 2- component, 100% solids, moisture - tolerant, high - modulus, high- strength, struc- tural, smooth -paste epoxy adhesive. It conforms to the current ASTM C -881 and AASHTO M -235 specifications, except for gel time. Where to Use • Use to seal cracks and to secure injection ports in structural concrete and wood trusses prior to pressure - injection grouting. Advantages • New smooth -paste consistency for vertical, horizontal and overhead crack sealing. • Very rapid curing, even in thin film, for faster pressure - injection grouting. • Injection may proceed as soon as 1 hour after application. Typical Data (Material and curing conditions @ 73 °F (23 °C) and 50% R.H.) Shelf Life Storage Conditions aria! to 2 years in original, unopened containers. Store dry at 40*-95°F (4 °- 35 °C). Condition ma 65 ° -75 °F (18-24°C) before using. Concrete gray. Component Component 'B' =1 y1 j y Vplume. • Color Mixing Ratio Consistency Pot Life Tack -Free Time • Smooth -paste adhesive. • • Approximately 15 minutes. (60 ea ?m s) • 40 °F (4 °C)* 73 °F (23 °C)* 90ii 3•2tC)* :•. • • 1.5 -1.75 hr 25-30 min 20- rMi • • • •• • • Tensile Properties (ASTM 0-638) 0.1'. • • • • • • • • 1 day Tensile Strength 3,300 psi (22.7 MPa) Elongation at Break 0.2% • • • • Modulus of Elasticity 8.3 X 1 Q6 psi (5,700 MPa) • •' • • • • • • •••• Flexural Properties (ASTM 0 -790) • • • 1 day Flexural Strength (Modulus of Rupture) 4,806' psi (33.1 MicalI • • • • Tangent Modulus of Elasticity in Bending 1.2 X 106 psi (8,300 T Pas Shear Properties (ASTM D -732) 1 day Shear Strength 2,200 psi (15.2 MPa) Heat Deflection • Temperature (ASTM D-648) 1 day 120 °F (49 °C) [fiber stress loading = 264 psi (1.8 MPa)] Bond Strength (ASTM C -882): Hardened Concrete to Hardened Concrete 2 day (dry cure) 3,000 psi (20.6 MPa) Water Absorption (ASTM 0 -570) 7 day Compressive Properties (ASTM 0-695) Compressive Strength, psi (MPa) 40 °F (4 °C)* 73 °F (23 °C)* 30 (0.20) 5,600 (38.6) 1,800 (12.4) 6,700 (46.2) 3,500 (24.1) 7,800 (53.7) 6,300 (43.4) 8,200 (56.5) 6,900 (47.5) 8,500 (58.6) 7,400.(51) 8,600 (59.3) 7,900 (54.4) 9,000 (62) 9,200 (63.4) 9,200 (63.4) 8,100 (55.8) 9,400 (64.8) 8,300 (57.2) (24 hour immersion) 0.36 % 1 hour 2 hour 4 hour 8 hour 16 hour 1 day 3 day 7 day 14 day 28 day 8,300 (57.2) 8,500 (58.6) 8,600 (59.3) 90 °F (32 °C)* 4,600 (31.7) 5,600 (38.6) 5,700 (39.3) 6,600 (45.5) 7,100 (48.9) 7,300 (50.3) 7,600 .(52.4) 7,800 (53.7) Compressive Modulus 28 day 9.6 X 106 psi (6,600 MPa) * Material cured and tested at the temperatures indicated. • • • • • • • • • • •• • • • • C20 4214, • Convenient easy mix ratio A:B = 1:1 by volume. • Tolerant of moisture before, during and after cure. • High - modulus, high - strength, rapid curing smooth -paste adhesive. • Excellent adhesion to masonry, concrete, wood, steel and most structural materials. Coverage 1 gal. yields 231 cu. in. of paste adhesive. Packaging 2 gal. unit How to Use Surface Preparation Surface must be clean and sound. It may be dry or damp, but free of standing water. Remove dust, laitance, grease, curing compounds, impregnations, waxes and any other contaminants. Preparation Work: Concrete - Should be cleaned and prepared to achieve a laitance and con- taminant free, open textured surface by blast cleaning or equivalent mechanical means. Steel - Should be cleaned and prepared thoroughly by blast cleaning. Mixing Application Pre -mix each component. Proportion equal parts by volume of Component 'B' and Component 'A into a clean pail. Mix thoroughly for 3 minutes with Sika paddle on low -speed (400 -600 rpm) drill until uniform in color. Mix only that quantity that can used within its pot life. To seal injection ports and cracks for injection grouting - Place the neat mixed material over the cracks to be pressure - injected and around each injection port. Allow sufficient time to set before pressure- injecting. Use Sikadur 35, Hi -Mod LV, or Sikadur 52 for the low- viscosity injection adhesive. Consult techni- cal data sheets on these products for more information. For additional information on pressure - injection grouting, contact Technical Services at 800- 933 -7452. Limitations • Minimum substrate and ambient temperature 40 °F (4 °C). ■ Do not thin. Addition of solvents will prevent proper cure. • Material is a vapor barrier after cure. ■ Not for sealing cracks under hydrostatic pressure at the time of application. • Not an aesthetic product. Color may alter due to variations in lighting and /or UV exposure. Warning First Aid Clean Up Component 'A' - IRRITANT; SENSITIZER - Contains epoxy resin neopentyl glycol diglycidyl ether. May cause skin sensitization after prolonged or repeated contact. Eye irritV..Myfcause skin/respiratory irritation. Harmful if swallowed. • • • • Component `B' - CORROSIVE; SENSITIZER - Contains amines!Gcritaot with ekes or•skin • • causes severe burns. May cause skin sensitization after prolongedpi ccpr2ated cwnta& tkin /eyol respiratory irritant. Harmful if swallowed. Deliberate concentratioggf.4pgrs of Component orb • for purposes of inhalation is harmful and can be fatal. •••• • • • • • Eyes: Hold eyelids apart and flush thoroughly with water for 15 mthhsp•3kin: ROmI1}ie Oontamii.... nated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalatl J pmove • • person to fresh air. Ingestion: Do not induce vomiting. In all cases, o • tact a pI. yslclan imme- diately if symptoms persist. • Wear chemical resistant gloves/goggles/clothing. Ventilate area. 141644 • of adequate general • rs • and local exhaust ventilation, use a properlyfilled NIOSH respirator. Confine spill, t;•01144 with absorbent material. Dispose of in accordance with current, applica Ile IQeaV, state, >ftitl•faderal • regulations. Uncured material can be removed with approved solvent, Strictly follo P n ngfac- • hirer's warnings and instructions for use. Cured material can only be removed mechanically. Handling & Storage Avoid direct contact with skin and eyes. Wear chemical resistant gloves /goggles /clothing. Use only with adequate ventilation. In absence of adequate general and local exhaust ventilation, use a properly filled NIOSH respirator. Wash thoroughly after handling product. Launder clothing before reuse. Store in a cool dry well ventilated area. KEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY Ad information provided by Sika Corporation (°Sika°) conceming Sika products, including but not limited to, any recommendations and advice relating to the application and use of Sika products, is given in good faith based on Sika's current experience and knowledge of its products when properly stored, handled and applied under normal conditions in accordance with Sin's instructions. In practice, the differences In materiels, substrates, storage and handling condi- dons, actual site conditions and other factors outside of Sdra's control are such that Sika assumes no liability for the provision of such information, advice, recommendations or Instructions related to its products, nor shall any legal relationship be created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Srka product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice. All sales of Sika product(a) are subject to its current terms and conditions of sale which are available at w ww.aikacorc.cont or by calling 800-933-7452. Prior to each use of any Mica product, the rarer must always read and followthe warnings and Instructions on the product's most currentTechnlcal Data Sheet, product label and Material Safety Data Sheet which am available online at www.sikaconstruction.cort or by calling Sika's Technical Service Department at aoo- 933 -7452. Nothing contained in any Slka materials relieves the user of the obligation to read and follow the warnings and Instruction for each Slim product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet priorto product use. UMITED WARRANTY: Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and assumes all risks. Buyer's sole remedy shag be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NOOTHERWARRANTIES EXPRESSORIMPLIEDSHALLAPPLYINCLUDINGANYWARRANTYDF MERCHANTABWTYOR FITNESS FORAPARTICULAR PURPOSE. SitASHALLNOTREUABLEUNDERANYLEGALTHEORYFORSPECULLORCONSEQUENTWLDAMAGES .SIKASHALLNOTBERESPONSiBLE FORTHEUSEOFTHISPRODUCTINAMANNERTO INFRINGE ONANYPATENTORANYOTNERINTEU .ECTUALPROPERTYRIGHTS HELDBYOTHERS. Visit our website at www.aikaconstruction.com 1400- 933SIKA NATIONWIDE Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center. Sika Corporation Av Avenue 6ika Canada Inc. Sika Mexicans S.A. de C.V. �BSI� 201 Polite Avenue 601 Delmar Avenue Carretera Ubre Celaya Km. 8.5 /�']\ Lyndhurst, NJ 07071 Pointe Claire Franc. Industrial Baivanera Phone: 800 -933 -7452 Quebec H9R 4A9 Corregldora, Queretaro Fax 201 - 933-6225 Phone: 514 -697 -2610 C.P. 76920 ISO 8000 00 Fax 514-694-2792 Phone: 52 442 2385800 Slka and Sdmdur are registered trademarks. Fax 52 442 2250537 Made M USA. Printed in Canada. >!, • • • • •;,' iii_` •• • ?� ►• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • 0S • • • • • •• 0• ••• • • • ••• • • i Oil DV ENGINEER OF RECORD V. M• engOnsegling C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33196 TEL: 786-281 -6968 TEL: 305-383 -5896 PROJECT NAME SCOM6 9/ st. rIa PROJECT No. SHEET No. OF 41' SUBJECT PREPARED BY 4-A—Ic514. CHECKED BY NI V DATE 10 — O'3 — ZOOS SCALE MCP okiv LONG. I-Rose w tour Vxtst114,6tF- At4' Secticki U EcAvc, S\ Q.0%40. '1 t F QEist-{ • • • •- • • •• • • • • •••• • •• • .• • • • • • • •••• • •• •••• • • • • • •••• • • • • • • • • • •••• • • Off' expoyVi 14M F, 14E VA?. .••••• tN'3 IN.t) X.PPt.1 efty4 Jkz St VG .t-SN,1C TAY.- 334' • • • • Product Data Sheet Edition 7.1.2008 Identification no. 397 Sikadur 33 Sikadur® 33 High - modulus, high - strength, structural, very rapid - curing epoxy, smooth -paste adhesive Description Sikadur 33 is a 2- component, 100% solids, moisture - tolerant, high - modulus, high- strength, struc- tural, smooth -paste epoxy adhesive. It conforms to the current ASTM C -881 and AASHTO M -235 specifications, except for gel time. Where to Use ■ Use to seal cracks and to secure injection ports in structural concrete and wood trusses prior to pressure- injection grouting. Advantages • New smooth -paste consistency for vertical, horizontal and overhead crack sealing. • Very rapid curing, even in thin film, for faster pressure - injection grouting. • Injection may proceed as soon as 1 hour after application. Typical Data (Material and curing conditions @ 73 °F (23 °C) and 50% R.H.) Shelf Life 2 years in original, unopened containers. Storage Conditions Store dry at 40 ° -95 °F (4 °- 35 °C). Condition material to 65*-75°F (18 ° -24 °C) before using. Color Concrete gray. • • Mixing Ratio Component 'A': Component 'B' = Z:1 IleV,9lume. • •• • • • • Consistency Smooth -paste adhesive. • Pot Life Approximately 15 minutes. (60 gr3irir is) • • • Tack -Free Time 40 °F (4 °C)* 73 °F (23°Cr 90.°P1(002)* • • • • • • • • 1.5 -1.75 hr 25 -30 min 20- 36•min • • • Tensile Properties (ASTM D -638) • • ••••• • 1 day Tensile Strength 3,300 psi (22.7 MPa) • • • • •••• Elongation at Break 0.2% • • Modulus of Elasticity 8.3 X 105 psi (5,70014a) • •••• • • Flexural Properties (ASTM D -790) • • • •••• 1 day Flexural Strength (Modulus of Rupture) 4,800 psi (33.1 MP•a? • • • • Tangent Modulus of Elasticity in Bending 1.2 X 105 psi (8,300#Pa, Shear Properties (ASTM D -732) 1 day Shear Strength 2,200 psi (15.2 MPa) Heat Deflection Temperature (ASTM D -648) 1 day 120 °F (49 °C) [fiber stress loading = 264 psi (1.8 MPa)] Bond Strength (ASTM C -882): Hardened Concrete to Hardened Concrete 2 day (dry cure) 3,000 psi (20.6 MPa) Water Absorption (ASTM D -570) 7 day (24 hour immersion) 0.36 % Compressive Properties (ASTM D -695) Compressive Strength, psi (MPa) 40 °F (4 °C)* 73 °F (23 °C)* 90 °F (32°C)* 1 hour 30 (0.20) 5,600 (38.6) 4,600 (31.7) 2 hour 1,800 (12.4) 6,700 (46.2) 5,600 (38.6) 4 hour 3,500 (24.1) 7,800 (53.7) 5,700 (39.3) 8 hour 6,300 (43.4) 8,200 (56.5) 6,600 (45.5) 16 hour 6,900 (47.5) 8,500 (58.6) 7,100 (48.9) 1 day 7,400 (51) 8,600 (59.3) 7,300 (50.3) 3 day 7,900 (54.4) 9,000 (62) 7,600 (52.4) 7 day 8,300 (57.2) 9,200 (63.4) 7,800 (53.7). 14 day 8,500 (58.6) 9,200 (63.4) 8,100 (55.8) 28 day 8,600 (59.3) 9,400 (64.8) 8,300 (57.2) Compressive Modulus 28 day 9.6 X 105 psi (6,600 MPa) • Material cured and tested at the temperatures indicated. • • • � • • • • C20 4.7/69 ■ Convenient easy mix ratio A:B = 1:1 by volume. • Tolerant of moisture before, during and after cure. ■ High - modulus, high - strength, rapid curing smooth -paste adhesive. • Excellent adhesion to masonry, concrete, wood, steel and most structural materials. Coverage Packaging How to Use Surface Preparation 1 gal. yields 231 cu. in. of paste adhesive. 2 gal. unit Surface must be clean and sound. It may be dry or damp, but free of standing water. Remove dust, laitance, grease, curing compounds, impregnations, waxes and any other contaminants. Preparation Work: Concrete.- Should be cleaned and prepared to achieve a laitance and con- taminant free, open textured surface by blast cleaning or equivalent mechanical means. Steel - Should be cleaned and prepared thoroughly by blast cleaning. Mixing • Application Pre -mix each component. Proportion equal parts by volume of Component 'B' and Component 'A' into a clean. pail. Mix thoroughly for 3 minutes with Sika paddle on low -speed (400 -600 rpm) drill until uniform in color. Mix only that quantity that can used within its pot life. To seal injection ports and cracks for injection grouting - Place the neat mixed material over the cracks to be pressure - injected and around each injection port. Allow sufficient time to set before pressure - injecting. Use Sikadur 35, Hi -Mod LV, or Sikadur 52 for the low- viscosity injection adhesive. Consult techni- cal data sheets on these products for more information. For additional information on pressure - injection grouting, contact Technical Services at 800 - 933 -7452. Limitations • Minimum substrate and ambient temperature 40 °F (4 °C). • Do not thin. Addition of solvents will prevent proper cure. • Material is a vapor barrier after cure. • Not for sealing cracks under hydrostatic pressure at the time of application. • Not an aesthetic product. Color may alter due to variations in lighting and /or UV exposure. Warning Component 'A' - IRRITANT; SENSITIZER - Contains epoxy resin neopentyl glycol diglycidyt ether. May cause skin sensitization after prolonged or repeated contact. Eye irritant. Mai cause • skin /respiratory irritation. Harmful if swallowed. Component 'B' - CORROSIVE; SENSITIZER - Contains amines:Contaot with eyes or skin causes severe burns. May cause skin sensitization after prolonged bPrep8ated c4r4,44$kin /eye/ respiratory irritant. Harmful if swallowed. Deliberate concentration•trt )pt?rs of Component A or 14 forpurposes of inhalation is harmful and can be fatal. • • " First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minfetes m 1kin: R iveiontami• • nated clothing. Wash skin thoroughly for 15 minutes with soap ancf wrbe.. Inhalat n:4lemove person to fresh air. Ingestion: Do not induce vomiting. In all casee,a4atiict a phy•s,igien imme diatety if symptoms persist. • • • • Clean Up Wear chemical resistant gloves /goggles /clothing. Ventilate area. 14 glineoge of adequate general and local exhaust ventilation, use a properly filled NIOSH respirator. C9nre spill. 494%ct with absorbent material. Dispose of in accordance with current, applicable tool, state! Ord, �deral •, regulations. Uncured material can be removed with approved solvent. africtly follow manufac- turer's warnings and instructions for use. Cured material can only be`removed monotony. • Handling & Storage Avoid direct contact with skin and eyes. Wear chemical resistant gloves /goggles /clothing. Use only with adequate ventilation. In absence of adequate general and local exhaust ventilation, use a property filled NIOSH respirator. Wash thoroughly after handling product. Launder clothing before reuse. Store in a cool dry well ventilated area. • • • • • • • KEEP CONTAINER TIGHTLY CLOSED • KEEP OtiT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY All information provided by Sika Corporation (''Sika') conceming Sika products; including but not limited to, any recommendations and advice relating to the application and tweet Sika products. is given in good faith based on Sika's current experience and knowledge of its products when properly stored, handled and applied under normal conditions in accordance with Sikes instructions. In practice, the differences in materials. substrates. storage and handling condi- tions. actual site conditions and other factors outside of Sika's control are such that Sika assumes no liability for the provision of such information. advice. recommendations or instructions related to its products. nor shall any legal relationship be created by or arise from the provision of such information. advice. recommendations or instructions related to its products. The user of the Sika product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at www.sikacorp.com or by calling 800- 933 -7452. Prior to each use of any Slka product, the user must always read and follow the warnings and instructions on the product's most current Technical Data Sheet, product label and Material Safety Data Sheet which are available online atwww.sikaconstructi0n.com or by calling Sika's Technical Service Department at 800 -933 -7462. Nothing contained In any Sika materials relieves label and obligati n to read and Data foliow prior the product use. instruction for each Sika product as set forth in the current Technical Data Sheet, product LIMITED WARRANTY: Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and assumes all delis. Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor NOOTHERWARRANTIES EXPRESS ORIMPUEDSHALL APPLYINCUMINGANYWARRANTYOFMERCHANTABIUTYOR FITNESS FORAPARTICULAR PURPOSESIKASHALLNOTBEUABLEUNDERANYLEGALTHEORYFORSPECIALORCONSEQUENTIALDAMAGES .SIKASHALLNOTBERESPONSIBLE FORTHEUSE OFTHISPRODUCTiNAMANNERTOINFRINGEONANYPATENTORANYOTHERINTELLECTUALPROPERTYRIGHTS HELD BYOTHERS. Visit our website at www.sikaconstruction.com 1-800- 933 -SIKA NATIONWIDE Regional information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center. Sika Corporation Sika Canada Inc. Sika tern Libre S.A. a C.V. 201 Polito Avenue 601 Delmar Avenue Carreteta Libre Celaya Km. 8.5 Lyndhurst, NJ 07071 Pointe Claire Fracc. Industrial Balvanera Phone: 800- 933 -7452 Quebec H9R 4A9 Corregidora, Queretaro Fax 201- 933 -6225 Phone: 514 -697 -2610 C.P. 76920 Fax: 514 -694 -2792 Phone: 52 442 2385800 Fax: 52 442 2250537 V ,009000:2009 Sika and Sikadur are registered trademarks. Made in USA Printed in Canada. • ENGINEER OF RECORD: V.M. enalneeflng C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33196 TEL: 786-281 -6968 TEL: 305-383-5896 PROJECT NAME 500A/6 91 I-' 14W), 610.4V-5, PROJECT No. SHEET No. • 4.9 OF 09 SUBJECT PREPARED BY EAW111a°0 CHECKED BY 110. DATE 10 -03 - 2008 SCALE %AI& emp oar cAe. $.YLUUPl3 aF Iletwk )xP0)( j N40VS 114G MeS4r2. ►rt SLOG % 61.112 X*.4Pt.�t epeto i 1►D4 S v a •� s%1<rj.tx,y2. Vermiel e d\i 111 4909 4433 MIGT •15iL4%G ,t) VattSrulbi .\ 43X16G14U 411J -G w /2.4is" cyuertuL) opG.ii.1.1AC= viitti'M 'nook tom. • • • • 0S• • • • • 0 •0S •0 " ".4is 0 •0S isxelizzel%. d• tb/Oltv.yt tin %--• Aci \ e ?o ore :. VitcritAG Wit. o G140 to € 01146R.5. ?S • • • • • • • 0 • • • • • • • • • • • • • • • aft AN, _AI. M. ENGINEER OF RECORD% V. Offilc) 010601110© C. OF A. No. 27633 11278 S.W. 163rd PLACE, MIAMI, FLORIDA 33196 TEL: 786-281-6968 TEL: 305-383-5896 NAME • 146,1 100 %V (It 4. Qiewv&Xaktivt) • 1D4JECT No. SHEET No. / OF 4- SUBJECT WV %%MN eet,01%. •••• Viel e, •"' 20 .‘ PREPARED BY VIAAJ CrVi4o> CHECKED BY IU • ,,IATE le -ot - zoo e SCALE 7 d 4 1 \ota Go i's.f .4) to 0 coo lc .40;6/ - I 4Alrva -10004* ••••••••••■ o PERMIT #: 'C7 11Q Miami Shores Villa* e APPROVED arm intii ZONING DEPT VII BLDG DEPT Ala SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS C. o. 10 X Woo r-," ‘14)tl' CO' .1= 3zo 208 BY: CAorniAristesiletstshAAts r(nn .5/9/911CIA 5.92.24 PM V.M. engineering 112 sw 153 rd plaC2.•: : Miami,Florida 3316 : T: 786 281.6968 F: 305 383 5896 • • • ••• • • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • •••• • • • • • • • • • • • • ••• •• CMD97.07.05 • • • :: • • : :. •. Filename: • •. :..ReirlfvrcEci Concc-efe M sonry Column per 1998 ACI 530 Section 2.3 - Working Stress Design - Project: 300 N.E 91 St ( Remodelation ) Miami / Fl Number: Date: December 01, 2008 By: Eduardo q Sheet Z of 9 Input: •• • • • •• ••• •• • • • • • • • • • • • • • • • • •• • • • • • ••• •• Reinforcing dimensioned 7.625 in. from face of column: Plan View Output: Allowable Stresses: 7.625 in. Column Geometry: 8.00' high, 8" by 8" nominal thickness CMU column h'X= 96 in rX = 2.201 in h'X /rr = 43.61 h'y= 96 in ry= 2.201 in h'y /ry= 43.61 Column Material Properties: f'm = 1,500 psi fy = 60,000 psi Em = 1,350 ksi Es = 29,000 ksi n = 21.48 Applied Loads: P VX Vy MX My kips kips kips kip -ft kip -ft Dead Load 3.0 0.00 0.30. 0.00 0.00 Floor Live Load 0.0 0.00 0.00 0.00 0.00 Roof Live Load 0.0 0.00 0.00 0.00 0.00 Snow Load 0.0 0.00 0.00 0.00 0.00 Seismic Load 0.0 0.00 0.00 0.00 0.00 Wind Load 0.0 0.00 0.00 0.32 0.00 Seismic Design Category: A R =1 - (h'/140r)2 = 0.90 For Load Combinations without wind or seismic Toads: Pa= (0.25f'mAe + 0.65AsFsc)[1 - (h' /140r)2] = 31 kips Fb= 0.33 *f'm ( <2000 psi) = 495.0 psi FV =1.0* ( <50 psi) = 38.73 psi - masonry taking shear Fv= 3.0* ( <150 psi) = 116.19 psi - steel taking shear Fs= 0.5 *fy ( <24000 psi) = 24,000 psi Fsc= 0.4 *fy ( <24000 -psi) = 24,000 psi For Load Combinations with wind or seismic bads: Pa= 1.33[(0.25f'mAe + 0.65AsFsc)[1 - (h7140r)2]] = 41 kips Fb= 1.33[0.33 *f'm ( <2000 psi)] = 660.0 psi F„= 1.33[1.0 *f ( <50 psi)] = 51.64 psi - masonry taking shear Fv= 1.33[3.0" ( <150 psi)] = Fs= 1.33[0.5 *f ( <24000 psi)] = Fsc= 1.33 *0.4 *fly ( <24000 psi) = 154.92 psi - steel taking shear 32,000 psi 32,000 psi Column Design Calculations: Governing Load Combination: D + W Goveming Load Combinations and Calculated Allowable Stresses: P =D +W = 3kips MX= D + W = 0 kip -ft, Kx = MX /bxdx My = D + W = 0 kip -ft, Ky = My /bydy2 = 25.84 psi 0.00 psi . . V.M. engineering ••• 112 sw 153 rd place,•: : Miami,Florida 3316 T: 786 281 6968 • • • •. F: 305 383 5896 • • • ••• • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • ••• • • Project: 300 N.E 91 St ( Remodelation ) Miami / Fl Number. Date: By: Sheet December 01, 2008 Eduardo 3 of 4 •• • • • • • • . . . . CMD97.07.05 • • • • • • • •' • :: •' • Filename: „: • :. Peinforteel•Conctefb Pla %onry Column per 1998 ACI 530 Section 2.3 - Working Stress Design - Column Design Calculations .•Ruret oadimg: Pure BehdtniSireisis :arid requtred reinforcing steel: 615ndtnd ab'outThe x -x axis: k = 0.174 fb = 2 *M /(bjkd2) = fs = M /(Asjd) = As req'd = Bending about the y -y axis: k = 0.000 j = 0.000 fb = 2 *M /(bjkd2) = 0 psi fs = M /(Asjd) = 0 psi As req'd = 0.000 in2 j = 0.942 315 psi 32,000 psi 32,000 - Includes 1/3 stress increase 0.029 in2 Pure Axial Stress and required reinforcing steel: fa = P /Ae= 52 psi As req'd = 0.000 in2 Column Design Calculations - Combined Loading: Combined Bending and Axial Load Stresses Bending about the x -x axis: k = 0.503 fb = 2 *M /(bjkd2) = is= M /(Asjd) = As req'd = fv = V /(bjd) = Av req'd = Bending about the y -y axis: k = 0.416 fb = 2 *M /(bjkd2) _ fs = M /(Asjd) = As req'd = fv = V /(bjd) _ Av req'd = Total As req'd = Check required tension in comer steel - Interaction Stress Ratio = and required reinforcing steel: j = 0.832 123 psi 2,613 psi 0.400 in2 6.0 psi 0.020 in2 j = 0.861 O psi 0 psi 0.400 in2 0.0 psi 0.000 in2 0.800 in2 0.52 kips 5 0.71 - OK 0.346 = fa/Fa + (f bx+ f by) /Fb S 1.333 - OK Y.M. engineering 112 sw 153 rd p1409,•: Miami,Florida 3496; T: 786 281 6968 ' •I" F: 305 383 5896 • • • • ••• • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • . 000 • • Project: 300 N.E 91 St ( Remodelation ) Miami / Fl Number: Date: December 01, 2008 By: Eduardo Sheet 4 of 4 • • • • • • C M D 9 7.0 7.0 5 • • • • • • • • • • Filename: • • Reifprcoc•Conergte'M sonry Column per 1998 ACI 530 Section 2,3 - Working Stress Design - Alternate Bar Select4onsi • • • • ; • • • • • Vertical Rertfortm8 ant Ittizrtal Ties 4 # 4 tier$ ; • •' Z (VINO 4.2 (side y) - AS = .800 in2 Ties for the entire height of the column - #3 @ 8 ", #4 @ 8" or #5 @ 8" 4 # 5 bars - 2 (side x) X 2 (side y) - AS =1,240 in2 Ties for the entire height of the column - #3 @ 8 ", #4 @ 8" or #5 @ 8" 4 # 6 bars - 2 (side x) X 2 (side y) - As = 1.760 in2 Ties for the entire height of the column - #3 @ 8 ", #4 @ 8" or #5 @ 8" s ati240 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Expiration: 12/14/2008 Applicant 300 NE 91 Street Miami Shores Village, FL 1132060190260 Block: Lot: JOHN R BUSTA 8: &W SANDRA Owner Information JOHN R BUSTA & &W SANDRA A Address 300 NE 91 Street MIAMI SHORES FL 33138 -3130 Phone Cell Contractor(s) EMPIRE ENGINEERING, LLC. Phone Cell Phone (305)216 -4404 (305)661 -2056 Valuation: Total Sq Feet: Type of Work: PLUMBING Type of Piping: SEPTIC SYSTEM Additional Info: Bond Retum : Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $4.80 $1.60 $5.00 $350.00 $3.00 $8.75 $373.15 Total Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: $ 0.00 OL1 101-6,Gt Al1E0 7 3 PAID $ 8,000.00 0 Available Inspections: Inspection Type: Landscaping HRS Approval Rough Abandonment Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated June 17, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date Tuesday, June 17, 2008 1 te131.o' 4or• Votclvkl Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami' Florida 33138 Tel: (305) 795.2204 Fax (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) \JaQ ,- Owner's Address fr //3Ut7 ( 2Ofde City /77;4.v' „a/ref State C. Zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Permit No. PI Master Permit NoIC IMOMEWYEI JUN 13 NOB IT BY: k�' 7S7 7,e7 Phone # 3 , 9' 9o9 2,1/3? Zip ?3/31 Is Building Historically Designated YES Contractor's Company Name Contractor's Address 32/0, City Al I At t Qualifier Name JD r7t., Nl. M.11 a v Phone # ? 'b- 411? State Certificate or Registration No. 01 -44 Z1 Z E -MAIL: Gwe.v,p,.„rd i`+a C. 441n4; /. �. Architect/Engineer's Name (if ap licable) Phone # NO 1P� Kainf,?/r% LL `r- ,4 3�v sf. 46'6014- State F1, Phone Zip 3 3 /sr Certificate of Competency No. Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: DA dition c- - TDAlteration [f]Ne /wl n , [] Repair/Replace Describe Work: /U /JJ L4 �! /�jl % /t/ "0,-.44(j/L-77---- � �/(% lam«, D Demolition * xK*** * * * * * *x * * + * * * * * * * * * * * *x * * *xx *#* *Fees* *** **** ** * * ********** ******** *******4e eYxx Submittal Fee $ Permit Fee $ /15.4 t6,-- CF $ > J CO /CC Notary $ 5C0 Training /Education Fee $ 1•( Technology Fee $. Scanning $ 3'CO Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Bond $ Structural Review. $ Total Fee Now Due $313•IS See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicab, e). Mortgage Lender's Address City Zip T9 State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice . commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is i .. In the absence of such posted notice, the inspection wi be approved and a reinlrpection fee will be charged. S ignatu The fore day of Owner or Agent Signature Contractor oing instrument was ack wi'Wt ledgedb/e re e this The foregoing instrument was acknowledged before me this 200 , by (, � day of �i 1�/1e 20 d. e or who has produced who is personally known to me or who has' produced F As identification and who did take an ri /¢rs Itee ' as identification and who did take an oath. NOTAR PUBLIC: _ ti NOT H PUBLIC: �.pp `lath. 1 I(X. te..:A6ITC).?bf4". f c>, t*, Sign: Print: My Commission Expires: ******** * ********** * **** **** APPLICATION APPROVED (Revised 02/08/06) o?5C ?G�,; Henry E. Marines Commission #DD489913 Sign: Print: WWW.AARONNOTARY.com N7rv, (3, Z.acel ****************** ********************************************** My Commission Expires: or, Plans Examiner Engineer Zoning ✓'' �7 -� "ice !:J irAY 1 1` u L. STATE OF FLORIDA DEPAR1r1ENT OF HEALTH i iY:e- ----- -- ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS NeW APPLICANT: John R. & Sandra A. Busta PROPERTY ADDRESS: 300 NE 91 St MIAMI, FL 33138 PERMIT #: 13-SG- 905381 APPLICATION #: AP847984 DATE PAID: 02/27/2008 FEE PAID: $55.00 RECEIPT #: 13 -PID- 993566 DOCUMENT #: PR713615 LOT: 10 -12 BLOCK: 2 SUBDIVISION: El Portal PROPERTY ID #: 11- 3206- 019 -0260 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE .CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND .CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMA*CE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,200 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 715 ] SQUARE FEET bed confiauration drainfileld SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [ ]'TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: CL NE 3 ave., 8.41" NGVD. I ELEVATION OF PROPOSED SYSTEM SITE [ 0.12 ][I INCHES / FT ][ ABOVE BELOW BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 30.12][ / FT ][ ABOVE /IBELOWIIBENCHMARK /REFERENCE POINT L D FILL REQUIRED: [ 0.00] INCHES O T H E R INCHES EXCAVATION REQUIRED: [ 72.00] INCHES An abandoment permit for Existing septic tank shall be requested before final approval. *Invert elevation of drainfield to be no Tess than 6.40 ft. NGVD. *Bottom of drainfield elevation to be no less than 5.90 ft. NGVD. *Install 42" of slightly limited soil under the bottom of the drainfield. - Perimeter of excavation area shall be at least 2 ft wider -and longer than the proposed absorption bed or drain trench. -The licensed contractor installing the system is res nsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f). F.A.C. SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: TITLE: Dade CHD EXPIRATION DATE: 10/14/2009 DH 4016, 10/97 (Previous Editions May Be Used) Page 1 of 3 v 1.1.4 AP847984 5E731000 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: John R. & Sandra A. Busta APPLICATION # AP847984 PERMIT # 13 -SG- 905381 DOCUMENT # SE731000 CONTRACTOR / AGENT: A- LEAGUE CONTRACTORS, INC LOT: 10 -12 SUBDIVISION: El Portal BLOCK: 2 ID# : 11- 3206 - 019 -0260 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO TOTAL ESTIMATED SEWAGE FLOW: AUTHORIZED SEWAGE FLOW: UNOBSTRUCTED AREA AVAILABLE: 500 GALLONS PER DAY 1200.01 GALLONS PER DAY 1429.00 SQFT NET USABLE AREA AVAILABLE: 0.48 ACRES RESIDENCES- TABLE1 / OTHER -TABLE 2 ] 1500 GPD /ACRE OR 2500 GPD /ACRE ] UNOBSTRUCTED AREA REQUIRED: 1429.00 SQFT BENCHMARK /REFERENCE POINT LOCATION: CL NE 3 ave., 8.41' NGVD. ELEVATION OF PROPOSED SYSTEM SITE 0.12 INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES /SWALES: FT NORMALLY WET: [ ]YES [ ]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON - POTABLE: FT POTABLE WATER LINES: BUILDING FOUNDATIONS: 16 FT PROPERTY LINES: 10 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: SOIL PROFILE INFORMATION SITE 1 [ ]YES [ X I NO FT [ MSL / USDA SOIL SERIES: Munsell # /Color Urban land Texture Depth 10YR 3/3 Fine Sand 0 To 6 10YR 5/2 Gravel 6 To 72 OBSERVED WATER TABLE: ESTIMATED WET SEASON WATER TABLE ELEVATION: HIGH WATER TABLE VEGETATION: [ ]YES NGVD 10 FT 10 YEAR FLOODING? [ ]YES [X]NO] ] SITE ELEVATION: 8.40 FT [ MSL / IL PROFILE INFORMATION SITE 2 NGVD USDA SOIL SERIES: Munsell # /Color Urban land Texture Depth 10YR 3/3 Fine Sand 0 To 8 10YR 5/2 Gravel 8 To 72 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: 59 INCHES [X]N0 MOTTLING: [ SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ ] TRENCH - REMARKS /ADDITIONAL CRITERIA [ ABOVE / BELOW ]YES [X]NO [ PERCHED / APPARENT ] ] EXISTING GRADE DEPTH: 72.00 INCHES Replacement 4 -FS DEPTH OF EXCAVATION: 72 INCHES [X] BED [ ] OTHER (SPECIFY) SITE EVALUATED BY: SUAREZ, GUILLERMO (Title: - Legacy) (G. SUAREZ SEPTIC TANK) DH 4015, 09/2006 (Previous Editions May Be Used) DATE: 02/26/2008 Page 3 of 4 AP847984 80905381 v 1.0.2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 r-410 Inspection Number: INSP -98670 Permit Number: RF -10 -08 -1896 Scheduled Inspection Date: December 13, 2011 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060190260 Phone: (305)757 -7620 Building Department Comments INSTALL NEW ROOF ON NEW ADITTIONJ REPAIR ROOF ABOVE GARAGE ONLY Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 6#6-- December 12, 2011 For Inspections please call: (305)762 -4949 Page 33 of 33 Miami Shores VHIage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ,/g9.� DATE: /2-12- ' /,/ RE: Permit # ©• 0 INSPECTION AFFIDAVIT €%,i(/ R. 1346s-7A licensed as a ( %Contractor) ngineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: g On or about €23 - c.S -2 7/% / /AI , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 3, 067 NE 9/ (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this day of Notary Public, Sate of Florida at Large 1 ; aPRY pVe••• LORRAINE KELLER `t %Z Notary Public - State of Florida -_ Lily Comm. Expires Apr 16, 2014 g Commission # DD 956253 •', R io% Bonded Through Nahoral Nr • *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an Inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305- 823 -8008 / 305- 397 -6414 Fax: 305 -823 -3300 / 305 - 884 -8834 Website: www.reilehengineering.com December 6, 2011 John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida 33138-3130 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 300 Northeast 91 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: December 2, 2011 Roofmg Contractor: John Busta Roofmg Project Number: 11 -0972 (Testing Laboratory Certificate #11-0715.04) In accordance with your request and authorization; a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Hanson Regal Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. co�ciudcthaatt a ta[lat:on 1tteroottil a ve re en ei autl atr the abt : m tione protocol A ed pl ;fa ail a cop Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any,questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 300 Northeast 91 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 11 -0972 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 300 Northeast 91 Street Miami Shores, Florida Project Number: 11 -0972 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation -- Project Number - 11 -0972 — Page 3 of 4 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass Test 1 -14 Comer, 15 -16 Ridge Caps, 17 -33 Perimeter, 34 -42 Field Reileh Engineering Corporation -- Project Number - 11 -0972 — Page 4 of 4 I2 19 6 7 56 37 24 40 59 42 2I 19 11 20 Ik 10 9 91 29 2 56' 11511t PMIMT1t1 1100 5r PIMP a 9 CO Q 140 5F P�I:IM�1�f; I7 NO. 151- LOCATION CO f; 14 P IZIMM1 12I55ANCT, a 3' kiln CAP = 2 COM AMA - 3'X 3' 12119a CAP ¶ 5-r LOCATION C3 I7NO1t513k0KaN 111.E L 1? 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I 1 II..0U.00511MA5 1.11 050M100105M5M0111.0.11001 I :.is.MI10MamI l�l5 !M01IML!1151 500 1 110 ■.01M1M10M1NSI1 III15.1M00M.001M05M11f0l •11M0.0M51MlILL P M0.MI.W05551 150 I ■ .N•00 50MlMlIM11AM10MM05501MM 10iIS10M003r11 000M500l0000M100I 111111e00010 151 liiM' 051MM0MM• 0NTM 0ii0M lM 150MMM1 MM slIMMMMM M551M 1110•M01111M0ll1IUIM151M01101101 1 0000■110M50M0Mk m.mm00mimm.7i00000A000 d'M10IM0051l0l1M01 000000x.00 =0l 100 1 ISSMN5•M 11MilI!!1110.00 151.. IFMMM i1MM515M01M0MMMMiiMMliMUSIO 1rr• i.r0000s•+.JM! 5 uM5N "ImorMillkI M aia0Ni0NNi: 5.. I11IUMNlN .50NUMUSOMlU0MNISIMMIMMI 0 110•II•i01. 1 MNM 1 my • = 1111! -•'. iiN Iuelll0. Na1UM. ilII0M5N .iiii ■050l11illllilii'MIIMINI 11N1aea1101 0,C 50 ! I151150510 i.0055M101ii151511.i0 ll00MM 0M0l5M0M5MMUII1M0I;11M1 1 1000111051■ 10 1S05MM55M1! '/11113140.•551150 M5 ll0lM00J1IUM 105M 0051 .15115M0'e;s1101.51051.15.511 10' 311011 'P J00i 505110'10.15100M01M0050M I.1l.100500M0115105IIrl11•I 00100!!5.05!! 1111'.111 '101 051 05!,1..1 .:: o rnal uUMi. .MNUUl51Na0lPl50IMNIa5MMI0NN1NN 1!-111 I0. 00001OMMIIM:111X•••RMMMeM...i.. 1010 .1lll050155100G10l51i..M5le0M V1111001 1 .M;$. ■005005005 - lSl0I a..5NM 0l5U.S0U 0 aaaia0N.... 1100i:MNa.a. �' ^v 10!!1!!511011, 11M l!■ 15t m! 0n0iWIIMl1MMUUSI ■M.5iM1M1.1l50iN MMMIM MMI M1EMIMM■O.eM■ IMM ■NM1MMMNIMM, 123_01-48 5/03 PAGE 2 1 1 Florida Building Code Edition High Velodty Hurricane Zone Unfam Permit App6cdk in Form. Section D ( o Sio Roof Notice of A P. P' I ! _ Roof System) ce Number:. - I'1OV1(QJ Roll Minimum Design Wind Pressures, If Applicable (From RAS 127 or C P1:_ 49.6 P2: '' 00.6 P3: —lea 6 Maximum Design Pressure From the NOA S M of die attachment oly fro Ai HA) Roof Slope: 314a :12 Steen Sio • R • . f System De lotion Deck Type: 5lg 4 COX Pt wood ype anti nsulatlon: Ire r: ode P1 i . 7Mo 026 Type r Ventilation? Nl, Nl� astener Type & S :I +W.' ('�n� s►,k nulls - 6" dc. c4 lap - d tows NI' o/r Fie/of dheelve Type Mean R - ftt: ao Cap Sheet: E Polys4rck To' plus self coveting Hor►iQr th lie. eo l Type & Size chle: [3)3 W, -4e 123.01 AS 5/03 PAGE 4 Florida Building 2002 , Form. Iculation For M based tile systems, choose either Method 1 or 2. Compared the values for Mrwdh the values from M,. If the Mt values are greater than or egeai to the Mr values, for each area of the roof, then the file attachment method is acceptable. 6 iM 0,3: • x a. 1 "Milo?,,; Based Tile Calculations Per RAS 127" NOA bf4 D Mg: LI = � i NOA bffi C a4•b ! ) -Mv V *' V =M NOA Mr 45 Method 2 t. Tile Calculation Per Table Required Moment of Resistance (M) Frans Table Below NOA Me Required Moment ReshtancV 2, .11111111Willr 111L1111111111661111111161111 '1111116111111111` -11114111111111•16•111' '.111111111111MININI. 11111111111617 NMI .11111111611111111 .111W1111111110111 EWAN K :.. :y. 1111111.11diallIINI mu jam *Must be used in conjunedon with a list of moment based toe systems endorsed by the Broward County Beard of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, them the tile attachment method is acceptable. . Method 3 "Uplift Based Tile Calculations Per RAS 121" (pi: xl: i w : W: cos 0: Fri: NOA F (P2: x L: x w: ) — W: x cos 8: — Frs: NOA F (1'): i1: i w:m_j —W: ico0 9: = Fry NOAF Where to Obtain information it d Where to find 127 Table 1 why on al' endow premed , 7 Site ammo Moment doe to , Meteors Seddon* Job Site NOA NOA Colculated NOA Dimeostose w= width A AS calculations most be submitted die tone of' MIA MND BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NY 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, S1ATE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IRJIRX, TU, TU Pius, TU Polyester and MU Underlayments `LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively afrecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall 'be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0505.01 and consists of pages 1 thro The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1025.10 Expiration Date: 09 /13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Cateiory : Roofing Sub - Category : Underlayment Material: SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Test Dimensions Suecifiicat£on Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'33/$" 60 mils thick Roll: 65'8" x 3,33/$„ 80 mils thick Roll: 32' 10" x 3'3 -3 /8" 100 mils thick Roll: 65'8" x 3'33/8" 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Product Description) ASTM D 1970 A polyethylene top surface, self- adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. ASTM D 1970 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. TAS 103 and A fine granular /sand top surface self- adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. TAS 103 and A heavy granuled surface self adhering, APP ASTM D 1970 polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. TAS 103 and A non- wicking fabric surfaced, self- adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. TAS 103 A rubberized asphalt waterproofing membrane, glass - fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A non - wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. Roll: TAS 103 and 65'8" x 3'3 -3/$" ASTM D 1970 80 mils thick NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 2 of 6 EVIDENCE SUBMITTED: Test As encv . Test Identifier Test Name/Revert Date Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27101 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 Trinity ( ERD #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA - 005-02 -01 ASTM D 4977 01/31/02 PUSA -018-02 -01 ASTM D 2523 07/14/03 PUSA-035-02 -01 TAS 103 09/29/06 PUSA-033 -02-01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. JX20H7A ASTM D 4798 04/01/08 ASTM 0 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-Y2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wail. shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile imderlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P, Basik, JR/1RX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 1. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically' fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 6 Roofing Tiles (6 Max. Per Stack) 12 NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 4 of 6 GENERAL LI IITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement "Miami -Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICE MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area pare clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule Hide 251 Premium Wet /Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basile. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"112" or greater. It is suggested that on pitch/slopes in excess of 6 '% "112 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & More loading of roofing tiles is Forty Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1(800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE !APPROVED; NOA No..: 074025.10 Expiration Date: 09/13/11 Approval Date: 04/10 Page 6 of 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AR160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01 -052L02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jprge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTMD2127 ASTME96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25-7438-7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 0621[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454-9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro8 AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. /� F` W MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: 1. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polyproe AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A11160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. . The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 1 UMW a; ii unesjve Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGE PATTY NQA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lafetle, LLC 200 Story Road Lake Wales, FL 33853 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02106 Pagelof7 ROOFING ASSEMBLY APPROVAL Category : Roofing Sub - Category: Low Profile Roofing Tiles Material; Concrete 1. SCOPE This renews a system using Monier Lifetile Mediterranean Roll Concrete Roof Tile, as manufactured by Monier Lifetile LLC in Katy, TX. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by AnpIc tint Dimensions Monier Lifetile LLC 1 =161" Villa w =13" 1a" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Specifications TAS 112 TAS 112 Test Aaencv Test Identifier Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies 13343.1 7161 -03 Appendix III 7161 -03 Appendix II P0402 94-060B 94-084 P0631 -01 Redland Technologies Letter Dated Aug. 1, 1994 224 -47099 Professional Service Industries, Inc. Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations; Manufactured for each tile profile. Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 06/15/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 2 of 7 Tent The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Test Name/Report Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)❑ Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quite -Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Static Uplift Testing TAS 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 06- 071113 Expiration Date: 11/02111 Approval Date: 11/02/06 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (ix w ) Tile Profile Monier Lifetile Villa Tile Tile Profile Monier Lifetile Villa Tile Weight -W (Ibf) I Length-1(ft) I Width -w (ft) 10.4 1.375 Table 2: Aerodynamic Multipliers - ft3) 1.08 (ft3) ? (ft) Batten A . ' lication Direct Deck A ;,. lication 0.267 0.289 NOA No.: 06- 071113 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 4 of 7 Table 3: Restoring Moments due to Gravity - Ma (ft-110) Tile Profile 3 " :12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Battens or Direct Deck Monier Lifetile Villa Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 5.73 NOA No.: 06- 071113 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 4 of 7 Tile Profile Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Monier Lifetile Villa Tile Fastener Type 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens 27.8 37.4 8.8 11.8 28.8 4.1 16.4 21.9 7.1 25.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 47.1 25.8 47.1 24.3 24.3 22.9 49.1 24.2 19.0 19.0 22.1 35.5 35.5 34.8 31.9 31.9 32.2 2 -10d Ring Shank I 43.0 Nails' Installation with a 4° tile headlap and fasteners are mated a min. of 2�h from head of tile. 67.5 I 50.9 Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Villa Tile Minimum Attachment Adhesive2 2 See manufactures component approval for Installaflon requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Resistance 26.13 NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02106 Page S of 7 Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa Tile Polyfoam PolyPro'"" 86.614 Polyfoam POIyPr0TM 45.5b 4 Large paddy placement of 54grams of PolyProTM. 5 Mediumpaddy placement of 24grams of PolyProTM. NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02106 Page S of 7 Table 513: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar Set Systems Tile Profile Monier Lifetile Villa Tile Tile Application Mortar Set' Attachment Resistance 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIED LIFETlr.E LLC, VILLA TILE (KATY, TX) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 6 of 7 PROFILE DRAWING MoNIER LWETILE VILLA CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 06-0711.13 Expiration Date: 11/02/11 Approval Date: 11/02/06 Page 7 of 7 PROFILE DRAWING MONIER LIFETILE VILLA CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 06- 0711.13 Expiration Date: 11/02/11 Approval Date: 11/02106 Page 7 of 7 Miami Shores Village'' Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. - -- _ Tel (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. RFO'6_ 1690 Master Permit No (t • %' a '. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 306 ,,,u �1 ru $Q114(a A L.S Q Phone # Owner's Address i I .) q j Sf ' City 1440/414 1116P2S State 1'L 345 - ?5'?- ?6a.0 Zip Y3/32T Tenant/Lessee Name Phone # Job Address (where the work is being done) 306 t) E qi 5f City Miami Shores Village County Miami -Dade Zip 3313i FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name \01(11 glotS)C6k (0a dl ri ( Phone # - (76'9- 'Ad 0 Contractor's Address 300 t J E Q L 51. City M lQN4 i 5k ores State F=L. Zip 33(3 8 Qualifier Name lhI. B S4 G Phone # 35S — a' Q- 96 99 State Certificate or Registration No. Certificate of Competency No. 05reVir Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square /Linear Footage Of Work: Type of Work: -> 4 yAddition ['Alteration ['New eplace ['Demolition Describe Work: A i.rAe40 / i %3%�1 G. /We 'd4 4/ /Il+r�l/A6 Dd Submittal Fee $ Permit Fee $ c) 7S`� CCF $ ! ( CO /CC Notary $ Training/Education Fee $ 00 Technology Fee $ (.1 Scanning $ G , ( b) Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ,l . gj gj See Reverse side ---> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or . installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that,all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Contractor �j�j The foregoing instrument was acknowledged before me this /�'O The fore ring instrument was acknowledged before me thi day of(t'Q,664., 200g by , day of (% 2O f 'by , who is personally known to me or who has produced th. t;�PrytY aL p, LORRAINE KELLER ` NOTARY PUBLIG�2,+ = Notary public - State of Florida != : •My Commission Expires Apr 16, 2010 d N„ !' -! cQC P P ' ��y, 0 oP•O ommiss'J #aD 520488 Jltllttt . ` Sign: Bon. �, J , N o i, • -.ry Assn. r Si : ►�! �.� _ : Print: ("VI/4k 4 e •� l i l My Commission Expires: 1 le ( who is personally known to me or who has produced as identification and who did take an oath. ,)64' . :LORRAINE KELLER .. Notary Public - State of Florida EMy Commission Expires Apr 16, 20, 0 o n • P 5204 s s� g0 p wvin, -i J.- rrr- ,mllra�r; (i]Y•I, . �_ My Commission Expires: 2j-1 L ( c0. y�� ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) Insp ^ntion Worksheet Mimi Shores Village 10050 N.E, o' :d Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -99925 Permit Number: PL -11 -08 -1985 Scheduled Inspection Date: July 30, 2009 Inspector: Levrock, James Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: MIAMI GAS CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number Parcel Number 1132060190260 Phone: (305)634 -6646 Building Department Comments LP GAS INSTALL FOR STOVE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 29, 2009 For Inspec inns pia. -e call: (305)762 -4949 Page 33 of 33 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: February 04, 2009 Inspector: Levrock, James Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: MIAMI GAS CORP to: Permit Type: Plumbing - Residential Inspection Type: Rough Work Classification: Gas Phone Number Parcel Number 1132060190260 Phone: (305)634-6646 Building Department Comments February 03, 2009 ) Page 1 of 1 0 On Passed Ins e ) C ents Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled re-inspection fee is paid. until February 03, 2009 ) Page 1 of 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Expiration: 05/24/2009 Parcel Number Applicant 300 NE 91 Street Miami Shores Village, FL 1132060190260 Block: Lot: JOHN R BUSTA 8: &W SANDRA Owner Information JOHN R BUSTA & &W SANDRA A Address 300 NE 91 Street MIAMI SHORES FL 33138 -3130 Phone Cell Contractor(s) MIAMI GAS CORP Phone Cell Phone (305)634 -6646 Valuation: Total Sq Feet: Type of Work: Type of Piping: Additional Info: Bond Retum : Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Submittal Fee Technology Fee Total: Amount $0.60 $0.20 $185.00 $3.00 ($50.00) $4.62 $143.42 6 2008 MIAMI SHORES VILLAGE $ 1,000.00 0 Available Inspections : Inspection Type: ROW Press Test Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. November 25, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date Tuesday, November 25, 2008 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miamif',Shores, Florida 33138 Tel: (305) 795.2204 Fax (305) 756.8972 BUILDING PERMIT APPLICATI FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder)y "'' Phone # Owner's Address —2 AL '4 City %>` ;1#r'af ,--6l9" ' State Permit No. 07— 1q3 Master Permit No. Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) Zip Phone # City Miami Shores Village County Mianti -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Name jz'm, i.5 X.6 c �( Company N �i Contractor's Address City W\1�dY.1 Qualifier Name € ( L ti -e(hrq Phone # State Et- Zip 33 N 2 State Certificate or Registration No. LC/60062S E- MAIL: . VI Phone # 305-634/-(4"6 Certificate of Competency No. Phone # Architect/Engineer's Name (if applicable) Value of Work For this Permit $ SOO -0 Square / Linear Footage Of Work: Type of Work: ❑Addition Kilteration ['New (] Repair /Replace ❑ Demolition Describe Work: L Q Gp_s 4t t korz_ 102,6******************* Submittal Fee $ Notary $ Scanning $ Bond $ Structural Review. $ • * * * ** * * * * * * * * ** ** *Fee$ * *M& ********* * ** * * * * * * * * *9e ** * ** * * * * * * * * * * ** Permit Fee $ Training /Education Fee $ Radon $ ‘ �O S 0 23 CCF 040 CO /CC Technology Fee $ DPBR $ Zoning $ Double Fee $ - Total Fee Now Due $ 413.42 See Reverse side -> V 22008 (o llocS �� MIAMI SHORES VILA Bonding Company's Name (if applicable) Bonding Company's Address City State Zip • Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. l understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: [ certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition, to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Owner or Agent Contractor The foregoin instrument was acknowledged before me this 1/ The foregoing instrument was acknowledged before me this // day of //®ci , 20 , by day of ,,yy JJ /6100 ,2001, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 1 My Commis Expires: JAN Bonded Tiuu Atlantic Bo APPLICATION APPROVED B (Revised 02/08/06) Sign: . .1,��1 ��[ d.-� ' ,� o Print: Art i t;l[al „i 1 1 :'n.ed Thru Atianilc Jonling Co., Inc. My om ission Expires: **vex w****************************************** Zoning 4 54"e- if-rkk_ 9(0,06' o 36,0 0. 065P". Ti 1" CS--r- 09e- (Act I:34.1.S%e- ----Thsou.tV. C..CAt.t.A Moe -1q35 Miami Shores Village BY DATE APPROVED ZONING DEPT BLDG DEPT _ .. SUBJECT 0 COMPUANCE WITH ALL FEDERAL COUNTY RULES AND RECIULATIONS . A ..) 1 Ar. A 3233 N. W. 41 Street Miami, Florida 33142 MfAMI GAS CORP. (305) 634-6646 ee-5.14A0y-c_ 44bcoe.v.x.0.6.1-4vat-, ' Icokb 3' OTARYPUBLIC-STATE •R1DA Martha Manzanilla commission #DD501410 Expires: FEB. 10, 2010 Bonded Thru Atlantic Bonding Co., Inc. N. W. 41 Street 60)*Nt 3235 Miami, Florida 33142 MIAMI GAS CORP. (305) 634 -6646 ico■vin,sA TARY PUBLIC -S OF Martha M Commission # DD501410 Expires: FEB. 10, 2010 Bonded Thru Atlantic Bonding Co., Inc. Inspection Worksheet Miami Shores Village 10050 N.E, 2nd Avenue Miami Shores, FL Phone: (395)795 -2204 Fax: (305)756 -8972 tzc ,.t - ogA Inspection Number: INSP -87410 Permit Number: PL -6 -08 -1102 Scheduled Inspection Date: July 30, 2009 Inspector: Levrock, James Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: EMPIRE ENGINEERING, LLC. Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number Parcel Number 1132060190260 Phone: (305)822 -3765 Building Department Comments NEW DRAINFIELD AND SEPTIC FOR ADDITION Passed Failed nsp:,.,•,r Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 29, 2009 For inspectic,ns please call: (3051762 -4949 Page 30 of 33 3233 N. W. 41 Street Miami, Florida 33142 fkmAN41 GAS CORP. (3C5) 634-6646 OTARYPUBLIC-STATE • • •RIDA Martha Manzanillo Commission #DDS01410 Expires: FEB. 10, 2010 Bonded Thru Atlantic Bonding Co., Inc. D L 3235 N. W. 41 Street �� Miami, Florida 33142 MIAMI GAS CORP. (305) 634-6646 IoUlb�' roman NOTARY PUBLIC -ST ' OF 40 DA Martha Manzanillo Commission # DD501410 Expires: FEB. 10, 2010 Bonded Thru Atlantic Bonding Co., Inc. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -87276 Permit Number: EL -6 -08 -1093 Scheduled Inspection Date: May 09, 2011 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: MASTER ELECTRIC & MAINTENANCE INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060190260 Phone: (305)301 -7569 Building Department Comments ADDITION TO INCLUDE NEW HI -HATS, SWITCHES, OUTLETS AND UNDERGROUND SERVICE Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. )(/,e2/7 May 06, 2011 For Inspections please call: (305)762 -4949 Page 21 of 21 .a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/02/2008 Inspector: Devaney, Michael Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MASTER ELECTRIC & MAINTENANCE INC ttatc- 110 Permit Type: Electrical - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)301 -7569 Building Department Comments ADDITION TO INCLUDE NEW HI -HATS, SWITCHES, OUTLETS AND UNDERGROUND SERVICE Passed Inspector Comments cc: �. �j ✓ G7---®, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, October 1, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/09/2008 Inspector: Devaney, Michael Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MASTER ELECTRIC & MAINTENANCE INC itC015-00 Permit Type: Electrical - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)301 -7569 Building Department Comments ADDITION TO INCLUDE NEW HI -HATS, SWITCHES, OUTLETS AND UNDERGROUND SERVICE a 1 ®2" Passed Inspector Comments Cc ,71" 4 e 6949 1" Failed -? % '? 7 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, July 8, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/19/2008 Inspector: Devaney, Michael Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MASTER ELECTRIC & MAINTENANCE INC Permit Type: Electrical - Residential Inspection Type: Miscellaneous Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)301 -7569 Building Department Comments ADDITION TO INCLUDE NEW HI -HATS, SWITCHES, OUTLETS AND UNDERGROUND SERVICE Passed Inspector Comments not ready work in progress //( cy2,- c '/'® '/'® 19 Failed M Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, September 22, 2008 Page 1 of 2 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Parcel Number PR Expiration: 12/14/2008 Applicant 300 NE 91 Street Miami Shores Village, FL 1132060190260 Block: Lot: JOHN R BUSTA & 8:W SANDRA Owner Information Address Phone As PA CeII JOHN R BUSTA 8: &W SANDRA A 300 NE 91 Street MIAMI SHORES FL 33138 -3130 Contractor(s) Phone Cell Phone MASTER ELECTRIC & MAINTENANCE (305)301 -7569 Valuation: Total Sq Feet: $ 8,000.00 0 Type of Work: ELECTRICAL Additional Info: ADDITION Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $4.80 $1.60 $5.00 $350.00 $3.00 $8.75 $373.15 Total Amt Paid 1 Amt Due $ 0.00 $ 0.00 Payment Type: f>& 1 3 PAM Available Inspections: Inspection Type: Underground Rough Alteration Relocation Final Service Change Meter Box Fire Alarm W. W. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 17, 2008 Date Tuesday, June 17, 2008 1 01,q3 km04. Lobk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Owner's Name (Fee Sim.Ie Titleholder y ( bait Owners Address Cityy all 11) leMEMEN a JON 12 2008 BY - - -- ....... Permit No. EI0 1013 Master Permit No. 0.06--110 Phone # x25 • Tfo . ) State Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) City Miami Shores Village C unty FOLIO / PARCEL # 11 52.1%0 ( 0� Zip 37B) C1-3 Phone # Is Building Historically Designated YES Contractor's Company Name f l S e 1 0 Ed Phone #1)S11/o .0415 Contract 's Address City Qualifier Name State Certificate or Registration No E -MAIL: Miami -Dade Zip NO X Zip 3315f Phone # 10 • � Certificate of Competency No.-9b-/ OCCO 'OK Architect/Engineer's Name (if applicable) Value of Work For this Permit $1) Sca Type of Work: �; d. itton ❑Alteration Describe Work: t otf ti Phone # Square / Linear Footage Of Work: ['New ❑ Re ir/Re lace p ai-S Sw l 7 ***************************************Fees*********wwwwwww* w** * * ** * * * * * ** * * *** *** Submittal Fee $ Permit Fee $ CCF $ q • U0 CO /CC Notary $ x•00 Training /Education Fee $ 1. Technology Fee $ Scanning $3'CO Bond $ Radon $ DPBR $ Code Enforcement $ Double Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ 373 • 15 See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be, posted at the job site for the first inspection which occurs seven (7) days after the building permit i,s4s, r %0sence o suc post- no tce, inspection will not be approved and a reinspection, fee will be charged. Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fyreg inn instrument was acknowledged before me this 1 day of ,20.,by , day of V6L 206q by 1C4I is personally known or who has produced who is personally known to me or who has produced 0. As identification and who did take an oath. as identification. and who did take an oath. NOTAR PUBLIC: "V-.4,$‘;.,,,, , i n � NOT � PUBLI �.. �.. Si n'V't;' 4' g t, � o� � 1 Print : S'„'"'S v My Commiss Sign: Print: My Commission Expires: ***********************w*** ********,, APPLICATION APPROVED B (Revised 02 /08/06) xxxxxx .ama...0 s a.m .4,. '+Y4r9f*7k7Y***4SU'*** Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 153831 Permit Number: MC -6 -08 -1095 Scheduled Inspection Date: December 02, 2010 Inspector: Perez, JanPierre Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: CENTRAL AIR PLUS CORP Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060190260 Phone: (786)295 -3861 Building Department Comments TWO NEW A/C DUCT WORK AS PER PLANS FOR NEW ADDITION G(2 )//ic Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 01, 2010 For Inspections please call: (305)762 -4949 Page 14 of 22 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/20/2008 Inspector: Perez, JanPierre Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: CENTRAL AIR PLUS CORP • II0 Permit Type: Mechanical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (786)295 -3861 Building Department Comments TWO NEW A/C DUCT WORK AS PER PLANS FOR NEW ADDITION 3CA 2 20136 ,,'"- 1 t) 2 D 0 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 87287. 2ND FLOOR OK. NEED TO REVISE PLANS, JP 10/06/08 CC Ii, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, October 16, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 10/06/2008 Inspector: Perez, JanPierre Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: CENTRAL AIR PLUS CORP ONO Permit Type: Mechanical - Residential Inspection Type: Rough Work Classification: Addition/Alteration Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (786)295-3861 Building Department Comments TWO NEW A/C DUCT WORK AS PER PLANS FOR NEW ADDITION aCT 0 8 2008 64,:b Passed Inspector Comments , Fdtp ekr 01--- )----Af•-'c--" 12.? Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Thursday, October 2, 2008 Page 1 of 2 Bill To Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 JOHN BUSTA JOHN R BUSTA & &W SANDRA A 300 91 Street NE MIAMI SHORES, FL 33138 -3130 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 10/16/2008 10/16/2008 Fee Name Scanning Fee Revision Fee Invoice Number: MC -10-08 -33070 Invoice Date: October 16, 2008 Permit Number: MC -6-08 -1095 Fee Type Calculated Calculated Fee Amount $6.00 $35.00 Total Fees Due: $41.00 Payments Date Pay Type Check Number Amount Paid Change 10/16/2008 Credit Card $41.00 $0.00 Total Paid: $41.00 Total Due: $0.00 II Thursday, October 16, 2008 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical 111) MOMMM OCT ig 1 am 5 2008 Permit No. MC) r �q Master Permit No. ` Pfd Ili '30�� S. ?- ,101 g Owner's Name (Fee Simple Titleholder) /�// y Phone # " Owner's Address j ®a e .w‘ City /)!r ice;' $' i j- State 1C� Tenant/Lessee Name E -MAIL: • Zip ‘-7)`1 f .1.0/' Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name redo L Aye KGs alike Phone # Contractor's Address 7 ll� A-1%E � L f/ [ City f 4 ,4#f State Qualifier Name / 2X44 LOP 0 Zip 3 PTA Phone # State Certificate or Registration No. Certificate of Competency No. 192. o04 E -MAIL: Architect/Engineer's Name (if a�„ icable) Pone # Value of Work For this Type of Work;, Describe Wo Imo\ ['Alteration Square/ Linear Footage Of Work: L 1New ❑ Repair /Replace ❑ Demolition ******* 4c**************** x********* Fees********** eY****** ******* *nY****aYaY************ Submittal Fee $ Permit Fee $ Notary $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Training /Education Fee $ 35 CCF $ CO /CC Technology Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —> Q-€ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The fore• oing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this/ 1 / f Signature Contractor day o by , day 4'iir,lo;a 201e, by who is personally known to me or who has produced • dentification and who did take an oath. • NOTARY PUBLICL ; ;..ivy --, s LORRAINE KEL ER' a =o : Notary P tic - State of Florida . 'fin Iires Apr 16 2010 3• h� ,, i :� a a >�> ;; 0 �� - �n,� '' 520488 ilk -ii.iiii�� {,NC. — Sign: Print: My Commission Expires: (fp 01, i0 who is personally known to me or who has produced as identification and who did take an oath. Print: My Commission Expires: axxxx***** w*** w***** wx * * * *de * * * ** * * *wx * ** * * **x**x ** pie**** *w* *w * * * * ** *ww *** *x **xxxxxx *w ** APPLICATION APPROVED BY: (Revised•02 /08/06) * * * * **w * * *** * ** * * ** ** Plans Examiner Engineer Zoning Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Expiration: 12 /14/2008 Applicant 300 NE 91 Street Miami Shores Village, FL 1132060190260 Block: Lot: JOHN R BUSTA & &W SANDRA Owner Information Address Phone Cell JOHN R BUSTA & &W SANDRA A 300 NE 91 Street MIAMI SHORES FL 33138 -3130 Valuation: Total Sq Feet: $ 11,000.00 0 Tons: Additional Info: ADDITION Classification: Residential Approved: In Review Comments: Date Denied: Date Approved:: In Review Fees Due CCF Education Surcharge Notary Fee Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $6.60 $2.20 $5.00 $367.50 $3.00 $9.19 $393.49 Total I Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: moo i 0469 PR 13 PAW Available Inspections: Inspection Type: Rough Duct Smoke Det Test Smoke Test Hood Final Rough Ventilation In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 18, 2008 Date Wednesday, June 18, 2008 1 4U1e101 'qpt !. voicsowu.l. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical j, Owner's Name (Fee Simple Titleholder Owner' •, Address City Tenant/Lessee Name E- MAIL: Permit No. 1" } Master Permit No 1MOMEsNE JUN 1 2 2008 BY: ._J'-- :..... e_. l Phone # • Wr 1 %cjcj Zip )5D Phone # Job Address (where the work is being done) r 91 s City Miami Shores Village County Miami -Dade FOLIO / PARCEL # '1132_.(W1102400 Is Building Historically Designated YES Contractor's Company Name. Con r ctor' Address 41 City Qualifier Name State Certificate or Registration No. E -MAIL: 1 Zip NO . 'APy r'k3 Y State 1 Phone #1'0 • fffS - 3 t Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 4 10) Type of Work: ❑Addition Describe Vfork: Pa11L)e Zip '5/0 Phone # Certificate of Competency No. soo Phone # Square / Linear Footage Of Work: ❑Alteratio New. Repair /Replace ❑ Demolition 9'1C #fFtk* *.**** ** * #$ett'i(****ie*akatr** * **** Submittal Fee $ Permit Fee $ Notary $5-aU Training /Education Fee $ Scanning $ 3' Radon $ Bond $ Code Enforcement $ ****%** K*** ** ***** *** *** ***********•* CCF $ •CgO CO /CC Technology Fee $ . 1.1°1 Zoning $ DPBR $ Double Fee $ Structural Review. $ Total Fee Now Due $ 3013 •A1 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,_ PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged rang-yermirrs tssrdea. rn ure atmence orsucrr /�rrrr «• >��" .. ?d. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ^,by w , ' personally known to , e or who has produced As identification and who Adid,ke an oath dt, n3 mat 06, NOT ' Y PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Rev ised•02/08 /06) Signature Contractor The foregoing instrument was acknowledged before me this day of Q- , 2041 6., by le ;yield) h ,Oe2_, who is personally known to me or who has produced as identification and who did take an oath. Marines OTARY PUBL5 11D489913 I13, 200$Ign: 3TARY.cojt u ** (vote "v P�Jhit;: ;7'.ate o' Honda riz911i ;In t % Y,,)ree My C.7 . 00713138 My Commission Expires: 0 J/® e9 'xx�°�^x uxxxx' r. rk'tk "n i•An' quit°k$.MIYI A$ t***t* *** * * ******* 1 Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -88011 Permit Number: DEMO -6 -08 -1143 Scheduled Inspection Date: July 30, 2009 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Building Department Comments Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1132060190260 Phone: (305)386 -4310 Inspector Comments Passed 0412�F� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 29, 2009 Foranspertinos pl4;ase cal: 05)762 -4949 Page 31 of 33 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/06/2008 Inspector: Grande, Claudio Owner: Job Address: 537 96 Street NE Miami Shores, FL 33138- Project: <NONE> Block: Contractor: EA LANDERS G.0 INC Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1132060171570 Lot: Phone: 305 -823 -3938 Building Department Comments DEMOLITION OF: WALLS FENCES DECKING ROOFING STEPS PATIO 4 9��® ® � �� Passed � Inspector Comments %S rJ e 0.- ii-, Oosk ir r p• /.fit Z.) r Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, July 31, 2008 Page 1 of 2 Project Address 300 NE 91 Street Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 JOHN R BUSTA & &W SANDRA A Parcel Number 1132060190260 Block: Lot: 300 NE 91 Street MIAMI SHORES FL 33138 -3130 Expiration: 12 /17/2008 Applicant JOHN R BUSTA & &W SANDRA Contractor(s) HEREUS CONSTRUCTION Phone Cell Phone (305)386 -4310 Valuation: Total Sq Feet: Type of Demo: Building Additional Info: Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $0.60' $0.20 $5.00 $100.00 $3.00 $2.50 $111.30 Total I Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: $ 0.00 I04aS JUN 2 ()PAID $ 1,000.00 0 Available Inspections: Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 20, 2008 Date Friday, June 20, 2008 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle) Buildin Roofing Permit No.0 Master Permit No. iijr-ECME7M1 JUN 2 0 209g �Y _____ __ __ 0‘(-- I145 l Owner's Name (Fee Simple Titleholder) B Phone #5 7A Owner's Address ®� 9 /�T J�� City ,..044/14i Slie s State tc .Z. Tenant/Lessee Name A /a�% zip 33/f Phone # /U4 Job Address (where the work is being done) 3O' 9 /4T< J7' City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO Zip 33/7g 3/.7 Contractor's Company Nam (jeN c g 1161, Phone # Contractor's Address VilO S(1dJS S /e City , g9-ovn, r State Zip `-? >/ 22 Qualifier Name 5U /f e, 0,--exs State Certificate or Registration No. e6e1 3 f ,ertificate of Competency No. Phone # J/2% Architect/Engineer's Name (if applicable) // Phone # Value of Work For this Permit $ Type of Work: ['Addition ❑Alteration Describe Work: Aidawels irtragartUn' �1�i r. iGf L1 � i Square / Linear Footage Of Work: [New ❑ Repair/Replace GUS 4 Few_Rie4 m fidwA i4/ ,A7X440e9,X, ******************************* **** ***��*F�ees:x:x *�x�x**** *** ** *** *** * ** *** ** *�:�x�x�:�x�:�:� *** Submittal Fee $ Permit Fee $ ! v 1'° ' Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Double Fee $ CCF $ CO /CC Technology Fee $ DPIIR $ Zoning $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Of� Bonding Company's Address City �® State Zip NA Mortgage Lender's Name (if applicable) /0 Mortgage Lender's Address City /1/1q State N� ZiQ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Al4FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co ,< , ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the abse49of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent J Contractor The foregoing instrument was acknowledged before me thisggl�/ The foregoing instrument was ackno ledged be re me this 71j 1- day of J E , 200g, by , day of ( , 205', by whotss sonally known to me o ho has produced ��nnwho 's personally known to me or who has produced As identification and who d•,�;�'._ e an oath.3`Q 09-a) °identification and who did tale an oath. NOTARY PUBLIC: Sign: Print: 'j. \' $ NOTARY A 41�` G9 n4Q e My Commission Expires: • My Commission Expires:$ * * * * **** * *** * ** ** ** **** ******* ********************** *** ***** * *** * * ****** ** * * ******* Sign: Print: PUBLIC: '4�ti^� �r�O �c S. 4 v oo.. gb ePe- aa, APPLICATION APPROVED BY: (Revised 07/10/07) s Plans Examiner Engineer Zoning Inspection Date: January 20, 2009 Inspector: Levrock, James Owner: BUSTA, JOHN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Gifu. )110 Job Address: 300 NE 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MX PORTELA PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition/Alteration Phone Number Parcel Number 1132060190260 Phone: (786)547-4611 Building Department Comments January 16, 2009 Page 1 of 1 Passed Ins' :. t r C ) ments 1-11...., ( ---g 4 i 11 Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled re-inspection fee is paid. until January 16, 2009 Page 1 of 1 Inspection Date: 10/02/2008 Inspector: Levrock, James Owner: BUSTA, JOHN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MX PORTELA PLUMBING INC 110 Permit Type: Plumbing - Residential Inspection Type: Underground Rough Work Classification: Addition/Alteration Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (786)547-4611 Building Department Comments NEW PLUMBING FOR ADDITION , .A■ 3CI 0 .. 3 200B Tspector Comments CC Passed Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday, October 1, 2008 Page 2 of 2 Inspection Date: 10/02/2008 Inspector: Levrock, James Owner: BUSTA, JOHN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: A&C PORTELA PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Top Out Work Classification: Addition/Alteration Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (786)547-4611 Building Department Comments NEW PLUMBING FOR ADDITION mew 1 1 0 Z, 70 ctor Comments Passed Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday, October 1, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL gcd Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/11/2008 Inspector: Levrock, James Owner: BUSTA, JOHN Job Address: 300 91 Street NE. Project: Contractor: Building D Miami Shores Village, FL <NONE> A &C P Permit Type: Plumbing - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (786)547 -4611 artment Comments NEW P /UMBING FOR ADDITION I °LI P g /1' tii ,I, 1\ b 0% Passed _ _ r s, 1. omments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, July 11, 2008 Page 1 of 2 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 300 NE 91 Street Miami Shores Village, FL Owner Information Parcel Number Expiration: 12/14/2008 Applicant JOHN R BUSTA & &W SANDRA A Address 1132060190260 Block: Lot: 300 NE 91 Street MIAMI SHORES FL 33138 -3130 JOHN R BUSTA & &W SANDRA Phone CeII Contractor(s) A &C PORTELA PLUMBING INC Phone (786)547 -4611 CeII Phone Valuation: Total Sq Feet: $ 5,000.00 0 Type of Work: PLUMBING Type of Piping: ADDITION Additional Info: Bond Retum : Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $3.00 $1.00 $5.00 $185.00 $3.00 $4.82 $201.62 Total Amt Paid $ 0.00 Payment Type: $ 0.00 pL4104q Amt Due $ 0.00 otai Available Inspections : Inspection Type: Water Service Main Drain Underground Rough Heater Water Main Final Re Pipe Top Out Lavatory In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, 1 authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 17, 2008 Date Tuesday, June 17, 2008 1 Miami Shores Villa e Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Title nOlder Owner's Address t✓iJ J N'k'/ City Tenant/Lessee Name E -MAIL: State eAti ImumEmi-2 4 JUN 12 2008 BY: 14)`-- kermit No. p1 nr 1 014 Master ermit No. CU U' )10 Phor e# aicvloctof Zip Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # -5co s County Miami -Dade Is Building Historically Designated YES NO X Zip Contractor's Company Name ' V} Poy4:&;:iPlumrnq Contractor's Add 3 City 1' r ess SW Merl State y Qualifier Name MI IF 21L11 State Certificate or Registration No. aires 1 r • E -MAIL: Phone !.6 e 546 135 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ c% Type of Work: Addition 14 0 Alteration Describe Work: Zip Phone # 3 Certificate of Compe ency No. Phone # Square / Linear Foota a Of Work: El Repair /Replace El Demolition *, *, * ** * ** *** * * * * * ** * * *** *** * *** *Fees *1 *** * * *** * ** ** .******** * *** **** * ** ** Submittal Fee $ Permit Fee $ I CCF $ 3`(90 CO /CC Training /Education Fee $ 1'00 Techn logy Fee $. Notary $ Scanning $5 O Radon $ DPBR $ Bond $ Structural Review. $ Code Enforcement $ Double Fee $ Total Fee Nq Zoning $ Due $ 201 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address Cityr `@ State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy � _ for the first inspection which occurs seven (7) days after the bled P is issued In the absence of such posted notice, the inspection • t be approved and a reinspection fee will be chart Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by o-ts personally know to +r who has produced tification and who did - ` canyath. 64 qP Sign: Print: My Commission Expires: Contractor The foregoing . instrument was acknowledged before me this // day of Invk 20 ete by 4. a• Araeaee-"o. who is;rersonally known to me or who has produced as identification and who did take an oath. es 13 USAINES BAN ERA MMMISSIONIDD65491g 09 Sign: -4_ i r`'.�, , 9, Z311 m >F tea_ 1 My Commission Expires: 'akdrdc4r ** ka**** ._asr.*****..,,.cs...�a...za..s y..�.r sa a..�..s r4. xxxtett * * *rrrr* • r *rrr **r*ric **rr*r*r+ **r*rr r rrrr *xrx�le vete f APPLICATION APPROVED (Revised 02/08/06) Plans Examiner Engineer Zoning Building Photographs See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 77 NE 100 STREET City MIAMI SHORES State FL ZIP Code 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. (Photographs date taken: 11/27/12 1 LEFT SIDE VIEW RIGHT SIDE VIEW Building Photographs Continuation Page Fo ry Use_ F Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. City State ZIP Code If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." GARAGE VIEW N/A VENT VIEW N/A r. Y Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 166346 Permit Number: RC -11 -11 -2059 Inspection Date: December 12, 2012 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN Passe /(1 JV-101 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 December 12, 2012 Page 1 of 1 CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT Purchaser's Name and Address: Oroni, Inc. 14040 NW 6 Court . Miami, FL33168 Treatment Site: 77 NE 100 Street, Miami Shores, FL 33138 Project: Residence Permit # RC -11 -2059 Job: Addition Lot/Block: N/A Chemical: Imidacloprid Product: Adonis WSP 75 ® 0.05% Square Footage: 1000 Number of Gallons: 100 Number of structures treated: 1 Linear Footage: N/A Date of Completion: 11/19/12 Accurate Pest Control, Inc. hereby confirms that this building has received a perimeter treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Service. Exterior perimeter treatment was completed upon final grade. Guarantee None X 1 Year SYears LICENSE NO: JB 1752 ACCURATE PEST CONTROL, INC. BY: Renewable: NO X Har�f Smades, President Revised on 06/01/10 Yes 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 -584 -8588 • 1 -800- 749 -8588 • FAX: 954 -584 -6117 License # JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) Oroni, Inc. (305) 685 -0412 77 NE 100 Street, Miami Shores, FL 33138 Residence Addition Permit # RC -11 -2059 Method of Termite Treatment Prevention Treatment- soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 -584 -8588 • 1 -800- 749 -8588 • FAX: 954 - 584 -6117 Permit Number: RC -11 -11 -2059 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 182894 Inspection Date: December 12, 2012 Inspector: Hernandez, Rafael Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN Infractio Passed Comments INSPECTOR COMMENTS False Passed rc- 17-4- 7'1/<, Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 12, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 u 1 TANK INSTALLATION [ ] [01] TANK SIZE [1] 1200.00 [2] [ ] [02] TANK MATERIAL [ ] [03] OUTLET DEVICE Concrete [ ] [04] MULTI- CHAMBERED [ ] [05] OUTLET FILTER TUf-Tite [ ] [06] LEGEND 1. 01- 011 -12B [ ] [07] WATERTIGHT [ ] [08] LEVEL [ ] [09] DEPTH TO LID DRAINFIELD INSTALLATION [ ] [10] AREA [1] 840 C27 [ ] [11] DISTRIBUTION BOX [ ] [12] NUMBER OF DRAINLINES [ ] [13] DRAINLINE SEPARATION [ ] [14] DRAINLINE SLOPE [ ] [15] DEPTH OF COVER [ ] [16] ELEVATION [ ABOVE [ ] [17] SYSTEM LOCATION [ ] [18] DOSING PUMPS [ ] [19] AGGREGATE SIZE [ ] [20] AGGREGATE EXCESSIVE FINES [ ] [21] AGGREGATE DEPTH FILL / EXCAVATION MATERIAL [ ] [22] FILL AMOUNT [ ] [23] FILL TEXTURE [ ] [24] EXCAVATION DEPTH [ ] [25] AREA REPLACED [ ] [26] REPLACEMENT MATERIAL Comments: 2. SQFT HEADER X 1. 7.00 2. BM 45.96 IoN # :AP1052533 MIT #:13 -SC- 1378349 ENT #: F1885334 PAID: 09/14/2012 g PAID:100.00 IPT #:13 -PID- 2009129 WITH STATUTE OR RULE -..N AND MUST BE CORRECTED. SETBACKS [ ] [27] SURFACE WATER [ ] [28) DITCHES [ ] [29] PRIVATE WELLS [ ] [30] PUBLIC WELLS [ ] [31] IRRIGATION WELLS [ ] [32] POTABLE WATER [ l [33] BUT/DING FOUNDATIONS [ ] [34] PROPERTY LINES [ ] [35] OTHER FILLED / MOUND SYSTEM [ ] [36] DRAINFIELD COVER [ ] [37] SHOULDERS [ ] [38] SLOPES [ ] [39] STABILIZATION 22 5 FT FT FT FT FT FT 5 FT FT FT ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING [47] CONTRACTOR A League (A League) [48] OTHER ABANDONMENT [49] TANK PUMPED [50] TANK CRUSHED & FILLED ADS ARC 24 CONSTRUCTION DISAPPROVED ]: FINAL SYSTEM [ DISAPPROVED 3: (Explanation of Violations on following page) Ronald E Cave {Dade County Environmental Health) Dade CHD 1.7 r., ave 'a. a ounty "nvironmenta eat i { DH 4016, 08/09 (Obsoletes all.previous editions which may not be used) Incorporated: 64E- 6.003, FAC EH Database v 1.0.1 AP1052533 EID1378349 DATE : 09/17/2012 Dade CHD DATE: 09/17/2012 Page 2 of 3 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 182893 Permit Number: RC -11 -11 -2059 Inspection Date: December 12, 2012 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN Infractlo Passed Comments INSPECTOR COMMENTS False Passed //2i JJ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 12, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 • AIR & HEAT INSULATION, INC. dba/ALLSTATE INSULATORS 1751 WEST 38TH PLACE UNIT 1006 -A ENERGY, SOUND AND IMPACT CERTIFICATE Boflding Permit No RC -11 -2859 Project Nance: REMODELING AT: Job Address: 77 NE 100 ST, MIAMI SHORES, FL STATEMENT OF COMPLIANCE We the undersigned, hereby certify That the ENERGY, SOUND AND IMPACT INSULATION has been installed in the above referenced project, in complianee with the latest edition of the FLORIDA BUILDING CODE, the APPROVED ENERGY CALCULATIONS, and Plans, and in accordance with good construction practice. the insulation furnished and installed has the characteristics shown below (check only applicable boxes). 1) Exterior CBS walls insulation: R- 3.8 (Min): Material: RIGID INSULATION Thickness: 3/4" inch (es): Density: Lb/ft: Mfgr: DOW 02) Exterior Frame Metal Sind Walls: R- (Min): Material: Thickness: inch (es): Density. ib/tL Mfgr: 03) Exterior solid concrete walls: R-: (Min): Material: Thickness: inch (es): Density lb/ft: Mfgr: 04) Interior walls separating A/C from non -A/C spaces insulation: R- (Min.) Material: liiirknrsc: inch (rs): amain- : lb/ft 05) MULTI FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (Partv)'wali3s to two separate conditioned tenancies shall be insulated to a minimum of R -11 for frame walls, and to R-3 on both sides of common masonry- walls See ENERGY CODE, 2007, paragraph 13 -602. ABC.1.1., on page 13.74, latest edition. These "minimum levels of inodation", are not included in The Energy Calculations, but shall be installed in the field. El 6) Ceiling insulation R- 19 (Min) Materials: 1L41 i FIBERGLASS Thickness: 6 t /4" Density; lb /ft: Mfgr: OWENS CORNING 07) Walls, partitions and door ceiling assemblies between dwelling milts or between dwelling units and adjacent public or sere areas such as halls, corridors, stairs, etc. must have a sound transmission class (STC) of not les than 50 (penetration mu: maintain the required rating). n8) Floor ceiling assemblies between dwelling milts or between dwelling units and public or service areas such as halls, o:oiridoi stairs, etc. must have an impact emulation class (RC) rating os not less than 50. 0 Others: installed by AIR & HEAT INSULATION INC. D.B.AJALLSTATE INSULATORS Insulation Company Name Insulation Contractor CCt/ O.C./Buitder. tor Signature 17735 Date Certified: 91412012 CRONI, INC. Company Name G.C./Builder's Signature Building Contractor CC#: Date Certirret Note: For lightweight Insulation concrete, use approistate 4hxms, separate Toon this owe. Revised 02-28 -2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 182895 Permit Number: RC -11 -11 -2059 Inspection Date: December 12, 2012 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Soil Compaction Letter Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 12, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 GEOTECHNAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS viz %a lllta_t 1 DYNATECH ENGINEERING CORP. Miami, July 23, 2012 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 North West 6`" Court Miami, FL 33168 Re: Addition / Rear Terrace @ 77 NE 100th Street Miami Shores, FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on July 23, 2012 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of 'the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be provided by client if not yet done, prior to construction to verify subsoil conditions. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re compacted and re tested prior to construction. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. . Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING szt o D STATE OF ba. 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone: (305) 828 -7499 • Fax: (305) 828 -9598 E -Mail: Dynatech@Bcllsouth.net 0 Printed on Recycled Paper . DYNATECH PROCTOR COMPACTION TEST ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 DATE: July 23, 2012 CLIENT: ORONI CONSTRUCTION PROJECT: Addition / Rear Terrace @ ADDRESS: 77 NE 100th Street, Miami Shores, FL CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: SAMPLED BY: JA White sand w /small rock fragments TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D -1557. % MOISTURE DRY DENSITY 5.6 8.4 14.9 99.2 103.9 101.6 Optimum Moisture 11.3 Percent 100% Maximum Dry Density 105.5 lbs. /cu.ft. % Passing 3/4" Sieve 95.1 Percent Sampled By: JA Tested By: JA Checked By: JA o As a mutual protection to clients, the public an Pourselves, all reports' are submitted as the confidential property of chits, and authoreizjtr a a for use, publication of statements, conclusions txtracts from or regarding our reports is reserved pending our written appro ' _� a 107 105 103 101 99 97 6 8 10 12 14 16 % MOISTURE Respectively su mitted, c-- Wissart aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S T Y DYNA ECH DATE: CLIENT: PROJECT: Addition / Rear Terrace ADDRESS: CONTRACTOR: Oroni Construction ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS July 23, 2012 ORONI CONSTRUCTION 77 NE 100th Street, Miami Shores, FL Test No. 1 Location: East side of terrace underslab Test No. 2 Location: Center of terrace underslab Test No. 3 Location: West side of terrace underslab Test No. Location: Test No. Location: Description of Material: White sand w /small rock fragments TEST NO. 1 J 2 3 DEPTH 12" 12" 12" FIELD DENSITY 104.5 104.9 103.8 MOISTURE CONTENT % 10.2 9.8 10.0 MAX. DENSITY IN THE FIELD % 99.0 99.4 98.3 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 105.5 105.5 105.5 OPTIMUM MOISTURE ( %) P P P P P Proctor ASTM D -1557. REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Respectfully submitted, Tested By: JA Checked By: JA o STATE OF *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client, priorpt - orf�ati c ion to verify subsoil conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients; and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. Wissa aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 182892 Permit Number: RC -11 -11 -2059 Inspection Date: December 12, 2012 Inspector: Dacquisto, David Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN Infractio Passed Comments INSPECTOR COMMENTS False PO/ 2 Passed /2 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 12, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 — „ — „—j HO — HO BOUNDARY SURVEY SCALE: 1" = 20' _ HO 0.2' 90'6'20” 25.0' LOT -20 BLOCK -10 18.2' 0 12.f0' N //— // —/1 —/1 WATER HEATER 3'X3' POOL PUMP 3'X3' 8 Ifs 3.45' 1 —STORY RES# 77 F.F.E= +13.05' 0.5' 1.3' 3.3'X3.3' 21.10' 0.6' 90'6'20" FIP. 1/2” No I.D. M1 ••r11 err rrr MOWN 1111111111.11 rrr -�r-Yn rrw).- C1; sr .r •fi$. r 11 aYi:S ?r rr. rr rry,u.ar.rri z.,, =rr it ANNOMIN.111”1111111.111•1111111111M11111 ...I r rr r r r r r r r x11110 1. .R.-- -. --.. wtM lrrrrrar r r r rrrr rrlmrrrrrrrrrr r AIrrrrr r r rrr rr rrrrrr rrrrrrrrrr rrr r r r r r r rr r r rr r r r r r r r r rrr r x111 �� rrrrrrr - - irrrr�ww -- rrrrr1-vrrrrrrr. r• r.�r� fir- wrrrrrrr. "r• : A.vrr1 `11•11 1111.1 A1.1•I1/1/ /— //._ // __._ /I— - 0.8' W.1/2 LOT -21 BLOCK -10 25.0' 90'6'20" F1P. 1/2" No I.D. 130.6' 63' SIDEWALK • 1— LA INC. 827 -9669 LEGEND 011 Overhead Wire Une /1 Wood Fence x Chain Link Fence ❑ Iron Fence — — — Monument Une G — Centerline Property Line Iii oa = Existing Elevations =Catch Basin ® =Water Meter ® = Electric Box 0 = Sanitary Manhole • = Sprinkler Pump '12) =Wood Pole 0 =Conc. Pole XX =tight Pole .* =Fire Hydrant [ =Water Valve =Inlet = Florida Power Light Transformer ® =Cable Tv Box = Electric Meter Box 111'111 IFPLI A /C=Air Conditioner Conc. = Concrete C.B.S. = Concrete Block & Stucco D.E. = Drainage Easement D.M.E= Drainage Maintenance Easement F.F.E. = Finish Floor Elevation F.I.P. =Found Iron Pipe /Pin F.I.R. =Found Iron Rebar F.N. =Found Nail F.N&D =Found Nail & Disc LM.E. =Lake Maintenance Easement (M) = Measured (P) =Platted (R) = Record Res. = Residence SIP/R =Set Iron Pin/Rebar U.E = Utility Easement A =Ara BRG= Bearing CH =Chord A =Delta L= Length R =Radius T= Tangent BLOCK CORNER FlP. 1/2" No I.D. Page 2 of 2 BOUNDARY SURVEY Property Address: 77 NE 100 STREET, MIAMI SHORES, FLORIDA, 33138 LEGAL DESCRIPTION: Lot 20 and the East 1/2 of Lot 19 and the West 1/2 of Lot 21, in Block 10, of "AMENDED PLAT OF MIAMI SHORES SECTION NO. 1" according to the plat thereof as recorded in Plat Book 10 at Page 70 of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (5J -17 FAC), is "Residential High Risk ". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein - described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and /or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: N -568 of Miami -Dade County, FL. * Elev. = +9.65' 15) Flood Zone: "X" Base Flood Elev.: N/A as per Dade County, Florida. FEMA Panel Number: 120652 - 0302 -L- SEPTEMBER 11, 2009 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) TRACY FRANKLIN & POL ZAZADZE SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 5J -17, Florida Administrative Code. Field Date: November 27, 2012 Job# RP -12 -655 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 LAN* ISURVOCYCI14 571, ti•+I�e 6175 NW 153`d STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305 - 822 - 6062 * Fax: 305 - 827 -9669 F:IBOUNDARY- SURVEY- NOTES177 NE 100 STREET - MIAMI SHORES - DADE - NTS.doc Page 1 of 2 Date: November 26, 2012 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 F-LUC. #AR C1011074 Re: Permit # RC11 -2059 addition Frankiin/Zazadza Residence Addition 77 N.E. 100th Street Miami Shores, Florida. 33138 Folio # 11- 3206 - 013 -1430 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. have an questions or need any additional information please do not hesitate k A. Campbell, Architect State of Florida: #0011074 Franklin Res CO letter 11 -26-12 • k 121111 - mat-1- ?ILA BUILDING wik4 0 PERMIT APPLICATION Master Permit No. FBC 20 Miami Shores Village BY: Building Department Nov D 211 10050 N.E.2nd Avenue, Miami Shores. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Permit T ROOFING OWNER: Name e Phone 1-9 S2 do C04-1qt :A `*-- Zip: Phone#: 99 I CO t City Sp e*, Tenant/I .essee Name: Email: vneel JOB ADDRESS: City: Miami Shores Folio/Parcel#: County: 32,01:, -613- )93a Is the Building Historically Designated: Yes 1, t/(- 6tc • oefiz_.41111 CONTRACTOR: Company Name: 0 RO Phone: N ( Cavvcintivaup.i Address: 1 110 LI 6 MA) 4 7" cbto,r- City: NA, State: c'L- 0111/1/1) A- Zip: 3 0, g) Qualifier Name: CAM4-430 tAL-A 1 Arc Phone/t: 7 h.' 66r- 0 4 I Z— State Certification or Registration #: C.6 L., 1 1-5* (1� C't ertificate of Competency #: Contact Phone#: Email Address: Miami Dade Zip: 311P?e, NO Flood Zone: jp-3 DESIGNER, rchitee gineer: imbea-01144R--sc-LL phonek3e4-,cz-6 3 3 7 cA, Value of Work for this Permit: $ 1 6 C) 000 Square/Linear Footage of Work: I (700 S Type of Work: )1).ddition ZIAlteration New LIRepair/Replace ElDernolition Description of Work: AO 0 irn ee- fec 1"Ftrt. I.n(1(4)0e\ K- re4cti---vd* .***.*„,.................*************Fees12*****************....****************** 4 Submittal Fee $ Permit Fee $ 0 0 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ otary $ Training/Education Fee $ Technokigy Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE -54 - 00 - • • • • PERMIT # &CJ \ - 9 j CONTRACTOR: Cry , SUBMITTAL DATE: (\,(:)\/ 4113•01 I ADDRESS: 'An N.\1-1- } C_JO • NAME: RESUBMITAL DATES: PROJECT TYPE: la [4 e' A *Ai 4'$ ZONING FIRE f►.t• t, 16 "l C;TU AL am STRU � R IMPACT FEES Q,vo' , rt,ye#Y ELECTRICAL X "'t2 HRS/DERM 01( (- rr - t'-- PLUMBING ft ( /- /&--f( NOC `$)/111 f MECHANICAL 1111q it I BLDG vcli e � Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address Ins ./03,--t l-, 1.• n� �Pg C State r4- C "C2 y_�� c 4' Zip_.a Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit muse be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS. HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: Asa condition to the° issuance of a building permit with an estimated value exceeding S2500, the applicant nrus! promise in good faith that a cope of the notice of commencement curd construction lien law brochure will be delivered to the person chose property is subject to attachment. Also, a certified copy of the recorded notice ofconurrencement mast he posted at the job .sire Jiff the /first inspection which occurs seven (7) dugs after the building permit is issued. In the absence of suc•!r ponied natic'e, the inpec•tiorr will not he approved and a reinspection,fie will he charged. Signatu m Z .The foregoing instrument was acknowledged before me this k p yitday of , by 42 Q who is personally known to me or who has produced tk).5 fz — w As identification and who did take an oath. • Z "0 4 MsPoe: Z ei IQ NOTARY PUBLIC: OQw< Z. D 0 Sign: V w Q ZO z`Prinl: It tE d V.`P, My Commission Expires: INDEFINfTELY APPROVED BY r(Jf Is • isvotd Consul t Rev ised 07/ 10107 tt, Rev ised O6rIO P2OO9)1Reviscd '1 5,1)9 I Signature Contractor The foregoing instrument was acknowledged before the this — day of ( . 20 LI_ . by who Plans Examiner Structural Review ue or who has produced as identification and Who did take an oath. NOTARY MIMIC: Sign: NOTARY PUBLICSTA OF FLORIDA Lopez Print: gotthEn nuns My Commission Expires: * * ** * * ** * * **• * * ** *** * �/7 Zoni g Clerk lb • • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF MST INSPECTION PERMIT NO. TAX FOLIO NO j l ` 7;2-Up 00' STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be mad property, and in accordance with Chapter 713, Florida Statutes, th% 0 is provided in this Notice of Commencement 1 r (4� ®`fi 111111111111111111111111111111111111111111111 CFN 2012R101067567 OR Bk 27979 Ps 4888; (fps) RECORDED 01/31/21012 12:35:54 HARVEY RUVINr CLERK OF COURT MIAt1I -DADE COUNT- :_:._.LOR:IDA LAST PAGE � v3z, Space above reserved for use of recording office 1. Legal description of property and street/address: \°I ' K ! kiskb gal £ 2. Description of improvement 3. Owner(s) name and address: 1 r) L. 2 i- 2A- O 731- p r . f co ST et t Ft_ 33t Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number if.) i 'ate. )L{cJL lti.k,J 667c i'-1t `'3'g8- '3o5) rags - 0411- 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(47., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Rorida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: 11W/if expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WTTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized 0 /Dir= ' or/Partner/Manager Prepared By Prepared By Print Narne c7 L i1i 7 0-Lc Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE -� The a 'rig instrument was acknowledged before me this 7c) day of d'9 By 74 GM52- ❑ Individually, or d as for ❑ Personally known, or produced the following type of identifi Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my kr�eval'edge an • belief. Signature(s) of Owner(s) or Owner(s)'s Authorize5'Officer/Dir By J L Zl) j 2J21 129.01-52 PAGE3 3/10 '..,�,'.. emission fDD76645& MAR. 10,2012 fib t'e . AZATItiltictiMPat eauixe: /Partner/Manager who signed above: By B Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170211 Permit Number: RC -11 -11 -2059 Scheduled Inspection Date: February 28, 2012 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Footing Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 166349. Not ready. NB February 27, 2012 For Inspections please call: (305)762 -4949 Page 15 of 20 DYNATECH PROCTOR COMPACTION TEST DATE: February 23, 2012 CLIENT: ORONI, CONSTRUCTION, INC. PROJECT: Addition @ ADDRESS: 77 NE 100th Street, Miami Shores, FL. CONTRACTOR: Oroni, Construction, Inc. ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 MATERIAL DESCRIPTION: Gray sand SAMPLED BY: RN TESTED BY: RN TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D -1557. % MOISTURE DRY DENSITY 5.2 7.8 11.0 99.8 103.6 101.2 Optimum Moisture 8.4 Percent 100% Maximum Dry Density 104.6 lbs. /cu.ft. % Passing' " Sieve 86 Percent 106 104 102 100 98 96 Sampled By: RN 0%%1111 ' /� Tested By: RN ` \0�� i�4 /.d Checked By: RN \ p / e� #OS \ ' ✓dam As a mutual protection to clients, the public and oursel a l ep• ‘ o'a :3 (ra are submitted as the confidential property of clients, tQ crization 41 uW :. for use, publication of statements, conclusions or extras n't or regardin ,ro OF W Z our reports is reserved pending our written approval. .0\ `SIP'"- ; 2 '� O o FLOR� %ke R,. // / /"S1ONP` `'\'' / /llllll\ 4 6 8 10 12 14 % MOISTURE Respectively submitted, issam . mani, P.E. DYNA ECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S I T Y DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS February 23, 2012 ORONI, CONSTRUCTION, INC. Addition @ 77 NE 100th Street, Miami Shores, FL. Oroni, Construction, Inc. Test No. 1 Location: Test No. 2 Location: Test No. 3 Location: Test No. 4 Location: Test No. 5 Location: Description of Material: West side footings; center of footer South side footings; west side of footer South side footings; center of footer South side footings; east side of footer North side footings; center of footer Gray sand TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 102.6 102.9 102.7 103.1 102.8 MOISTURE CONTENT % 6.6 7.1 7.3 6.7 6.9 MAX. DENSITY IN THE FIELD % 98.0 98.3 98.1 98.5 98.2 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 104.6 104.6 104.6 104.6 104.6 OPTIMUM MOISTURE ( %) P P P P P Proctor ASTM D -1557. REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: RN Tested By: RN Checked By: RN e1+ G� ��°4 , E,tiNEE y° ..39 id 30 *A density test determines the degree of rtalta4ion of the tee A soil boring test must be provided bylle or to reports are submitted as the confidential yo of clients, and reserved pending on our written approval. °•.• FLOO •'- Respectfully submitted, fSs Wi .am Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 of n1,st1,„bnly. In no way shall a density test replace a soil bearing capacity determination. ubsoil conditions. As a mutual protection to the clients, the public and ourselves, all n;for publication of statement conclusions or extracts from or regarding our reports is Permit Number: RC -11 -11 -2059 J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 172440 Inspection Date: April 16, 2012 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN & qN•) //q//2- Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until April 16, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 LEGEND OF SURVEY ABBREVIATIONS A ARC DISTANCE C CALCULATED CLCLEAR ENCENCROACHMENT FIP FOUND IRON PIPE 0.HOVER HANG P.BPLAT BOOK P/L PROPERTY LINE UP UTILITY POLE AIC .... AIR CONDITIONING C.B CATCH BASIN CA.....CENTER UNE P.C.....POINT OF CURVATURE P.O.B... POINT OF BEGINNING W.M.... WATER METER M MEASURED CONC.. CONCRETE F.D FOUND CERTIFY TO: Tracy Franklin & Pol Zazadze Oroni, Inc. CBS ... CONCRETE BLOCK STRUCTURE O.U.L....OVERHEAD UTILITY UNE P.C.CPOINT OF COMPOUND CURVE P.O.CPOINT OF COMMENCEMENT BLDG BUILDING C.HCHORD DISTANCE D.EDRAINAGE EASEMENT F.H FIRE HYDRANT R RADIUS NGVD ... NATIONAL GEODETIC VERTICAL DATUM PRC ... POINT OF REVERSE CURVATURE RAD ... RADIAL RAN ...RIGHT OF WAY SEC... SECTION SCR... SCREENED S.LP.....SET IRON PIPE SWK...SIDEWALK U.E..... UTILITY EASEMENT CHLF CHAIN LINK FENCE Sheet 1 of 2 FLOOD ZONE: X THIS I5 A FLOOD AZARD ZONE THIS I5 NOT A FLOOD HAZARD ZONE PANEL NO.:. 302/L COMMUNITY #: 120652 DATE OF FIRM: 09/11/2009 BASE FLOOD: N/A FINISH FLOOR: NIA LOWEST N/A AN' GRADE LEGAL DESCRIPTION: Lot: THE EAST HALF OF LOT 19 ALL. OF LOT 20 AND THE WEST HALF OF LOT 21 Block: 10 Subdivision: An Amended Plat Of Miami Shores Section No. 1 According to the Plat thereof as recorded in Plat Book: 10 Page: 70 ,. Miami Shores Village Public Records of MIAMI -DADE ADDRESS: 77 NORTH EAST 100TH STREET MIAMI, FLORIDA Encroachments Noted: lq 146 LOCATION SKETCH SCALE: }..J. NOTES: A) All Clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. B) This survey Is Intended for mortgage or refinance purposes only excursively for tills use by those to whom It is certified. This survey Is not to be used for construction, permitting, design, or any other use without written con- sent of Thomas J. Kelly, Inc. C) Code rest lcHoa and title search are not reflected on this survey. D) The flood Information shown hereon does not Imply that the referenced property will or will not be free from flooding or damage and does not create liabIlfy on the part of the firm, any officer or employee thereof, for any damage that remits frail reliance on said information. E) The lands depicted hereon were surveyed per the legal description and no claims as to (enerahl* or matters of title are made or Implied. P) Underground Encroachments, if cry, not located. I hereby certify that the survey represented hereon -- - is the minimum technical stan- dards by the Board of Land Surveyors In a ?', -17.050 to 17.052 Fla. Admin. Code pursuant Sect, EREA, P.S. & M. #4858 N • F UNLESS WITH AN EM `S- - ED SURVEYORS'S SEAL NOTES: 1. IF SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. IP SHOWN, ELEVATIONS ARE REFERRED N.G.V.D 1929. 3. THIS IS A BOUNDARY SURVEY. County, Florida. - - - B.M. OF ORIGIN: 1) BENCHMARK No. N-567 NE 104 ST = -- 29' SOUTH OF C/L N MIAMI AVE ----v6 14,5' WEST OF WEST EDGE OF PAVEMENT PK NAIL AND BRASS WASHER IN CONC CURB AT NW EDGE OF HANDICAP RAMP ELEVATION =+ 10.54 FEET, N.G.V.D. 1929 2) BENCHMARK NO., N -397 =R NE 104 ST 34.2' NORTH OF C/L NE 2 AVE - -- 37.2' WEST OF C/L PK NAIL AND BRASS WASHER IN CONC SIDEWALK ELEVATION =± 10.12 FEET, N.G.V.D. 1929 THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS - MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX DATE FIELD WORK 03/05/2012 SCALE p !SURVEY NO. = N t -? 12 -0265 REVISED FOR TIE 03/13/2012 11.53 >- w J J if) 10.75 r SHEET 2 OF 2 FD.1 /2" Re —Bar 4' CHIKEN WIRE F. (POOR CONDITION) 100.00'(R /M) 10.0' ASPH. PAV. FD.1 /2" Re —Bar 0.4'CL. 5'CH.L.F. 0 0.53' CL. 0.45'CL 5'CH.LL.F. FD.3 /4" I.P. EAST 1/2 LOT 19 BLK. 10 18.21' 0.70' C.B.S. WALL LINE '- (TYP.) 14.74' 3.45' 10.98 17.65' 14.73' 3.45' 1.00' FOOTER in (TYP.) "t; c•4 N 18.15' NEWW — /1 —/1— 49.75 N U LOT 20 BLK. 10 3.1' 0c Ldcc; 3' POOL ai (.1 14.3' 0 9.5' 14)10.95 co 19.80' 21.1' 0 11.05' 21 80' F.FL.EL.= 12.74 0 1 1 .65' Id N 11.4' La C/S 8.00' ONE STORY RES. No. 77 CONC. WALK 12.3' F.FL.EL. =13.31 21.10' PLANTER 12.5' 10 (0 N PUMP a. /1 — /1 - 19.85' WEST 1/2 LOT 21 BLK. 10 0' FD.1 /2" I.P. 5.0' SIDEWALK 100.00 °(R /M) LO r 0 N ASPH. RETURN 24.0' PARKWAY N J ADDITIONAL LEGEND OF ABBREVIATIONS ASPH. PAV ASPHALT PAVEMENT EM ELECTRIC METER C /S. CONCRETE SLAB CL CLEAR CONC. CONCRETE ENC...._ ENCROACHMENT FENCE FD... FOUND 1.12 IRON PIPE P.C. POINT OF CURVATURE PKWY PARKWAY P/LPROPERTY LINE P.C.P. » ..... .....PERMANENT CONTROL POINT P.R.M PERMANENT REFERENCE MONUMENT (R) RECORD (R/M). ....... ».RECORD AND MEASURED RES.... ...........RESIDENCE R/W.... RIGHT —OF —WAY SWK...... SIDEWALK P.T POINT OF TANGENCY L» »....LENGTH CH CHORD DISTANCE R........ RADIUS ASPHALT PAVEMENT NE 100TH ST 75' TOTAL R/W THOMAS J. KELLY , INC. L.B 6486 SURVEYORS— MAPPERS —LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954)779 -3260 BRWD FAX DATE FIELD WORK 03/05/2012 SCALE 1"=20' SURVEY NO. 12 -0265 REVISED FOR TIE 03/13/2012 4 • ' Permit Number: RC -11 -11 -2059 j • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 171048 Inspection Date: March 13, 2012 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN Passe _i_ Inspector Comments ior- ot Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 13, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 01214'PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 AS PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: BUThDER NAME: TREATMENT ADDRESS: Ti E OF TREATMENT: IN 1.a, 3o APPLICATO . OUT PAT-A,44 51-11)Ptn JOB # LOT: BLOCK: UNIT: SPRAY & TAMP SPRAY ONLY SPRAY # MONOLITHIC /to io S/F SID COMMERCIAL GALLONS STEMWALL SF L/F L/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) CHEMICAL: PERIMETER TREATMENT % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 300 TATE ROAD 7 PLANTATION, FLORIDA 33317 954 - 584588- 1- 800 - 749 -8588 FAX: 954 -584 -6117 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS MUM* I- tiivilffIlliatLin DYNATECH ENGINEERING CORP. Miami, March 5, 2012 Mr. Orlando Iglesias ORONI CONSTRUCTION, INC. 14040 North West 6th Court Miami, FL 33168 Re: Addition @ 77 North East 100th Street Miami Shores, FL Dear Mr. Iglesias: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on March 2, 2012 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be provided by client if not yet done, prior to construction to verify subsoil conditions. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re compacted and re tested prior to construction. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wiss. Naamani, P.E. DYNAIECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 Nil 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone: (305) 828 -7499 ® Fax: (305) 828 -9598 E -Mail: Dynatech @Bellsouth.net Minted on Recycled Paper DYNATECH PROCTOR COMPACTION TEST DATE: March 2, 2012 CLIENT: ORONI CONSTRUCTION PROJECT: Addition @ ADDRESS: 77 NE 100th Street, Miami Shores, FL ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: Tan sand SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D -1557. % MOISTURE 5.8 7.9 10.2 DRY DENSITY 99.8 104.2 101.8 Optimum Moisture 8.2 Percent 100% Maximum Dry Density 104.8 lbs. /cu.ft. % Passing 3/4" Sieve 86 Percent Sampled By: JA Tested By: JA Checked By: JA 106 104 102 100 B °j CO As a mutual protection to clients, the public and ourselves, a egg/1$ are submitted as the confidential property of clients, and authojza i t, for use, publication of statements, conclusions or extracts fronOr r riding o. our reports is reserved pending our written approval. I®e's 6 tin��6 4 6 8 10 12 14 % MOISTURE Respectively submitted, '-Vissam Nfmani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: March 2, 2012 CLIENT: ORONI CONSTRUCTION PROJECT: Addition @ ADDRESS: 77 NE 100th Street, Miami Shores, FL CONTRACTOR: Oroni Construction Test No. 1 Location: West side of pad underslab Test No. 2 Location: East side of pad underslab Test No. 3 Location: Center of pad underslab Test No. 4 Location: North side of pad underslab Test No. 5 Location: South side of pad underslab Description of Material: Tan sand TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 103.1 102.9 102.8 103.4 103.6 MOISTURE CONTENT % 7.7 6.9 7.3 7.1 7.4 MAX. DENSITY IN THE FIELD % 98.3 98.1 98.0 98.6 98.8 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 104.8 104.8 104.8 104.8 104.8 OPTIMUM MOISTURE ( %) P P P P p Proctor ASTM D -1557. REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Tested By: JA Checked By: JA Respectfully submitted, � d ®® o ® o *A density test determines the degree of co*a A soil boring test must be provided by clieif reports are submitted as the confidential pro reserved pending on our written approval. ani, P.E. 1- , DYNATECH ENGINEERING CORP. e'er Florida Reg. No. 39584 �ifzate of Authorization No.: CA 5491 rimf the titgcr layer of mne on . In no way shall a density test replace a soil bearing capacity determination. °tekconstruction to verify suuub conditions. As a mutual protection to the clients, the public and ourselves, all e r n.ts and authoriz on.for publication of statement conclusions or extracts from or regarding our reports is `t1/, ' u Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171322 Permit Number: RC -11 -11 -2059 Scheduled Inspection Date: May 02, 2012 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138 Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM SUITE AND CONVERSION OF GARAGE INTO KITCHEN Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 166343. Provide special inspector inspection approval. NB May 01, 2012 For Inspections please call: (305)762 -4949 Page 11 of 25 1 MARK A. CAMPBELL ARCHITECT 373 N.E. 921%1D STREET MIAMI SHORES, FLA. 33138 754 -2318 u F 758 -7666 FL LIC # AR 0011074 Date: April 21, 2012 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC11 -2059 addition Franklin and Zazadze Residence 77 N.E. 100th Street Miami Shores, Florida 33138 Folio # 11- 3206 -013 -1430 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the tie columns and tie beams. This letter will hereby attest that I have approved the substitution of some of the approved connector of the trusses to the tie beam. Several of the trusses did not line up with the NVTH -20 embedded straps so the NVRT -24T will be used in any case that will require it. Should you have any questions or need any additional information please do not hesitate to contact me. Sinc k A. Campbell, Arc tect State of Florida: #0011074 Franklin attachment letter 4 -21 -12 Permit No: 11 -2059 Job Name: November 17, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet crj rovide approval from HRS /DOH / Ad9 P24 C-FP4NA1PC d "N P(Y1A4 `T s k Provide a receipt showing impact fees are paid to Miami Dade County planning and ing. C,- firs -,' i p am PitiLkm 't 5 rri P •vide all permit applications prior to any further reviews. S 1/1/4 i Corrections must be made for Plumbing, Electrical and Structural. S L4A41- eparate permit applications will be required for the fence, deck and septic system. Ll L T rovide energy calculations. / �r�>< -f -77,4-1 c4,-- design bearing capacity conflicts between architectural and structural. „ T e soil termite treatment references the 2004FBe. 200-7 Cc? 0—R Provide a special inspector form for the masonry. C. S / 4 ovi s C 6 rovide truss plans. 4S— .- vt-t. ‘).re plans do not adequately identify the uplift, gravity andconnection for the trusses. S / 11.2)The roof framing plan must show the lateral restraint(x bracing) for the bottom chord. A-Fr vide product approvals for the windows and doors. S � / L )! 01," e product approvals must be signed reviewed and approved by the designer of record. Slel Identify the secondary means of escape from the sleeping rooms.S e t—A - 1 '� �` Provide a high velocity roofing application for the roof. L � .' T -71 Az i/`'S `4 i Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 11 -2059 Job Name: November 17, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1/ Provide approval from HRS /DOH/ 2 Provide a receipt showing impact fees are paid to Miami Dade County planning and zoning. Provide all permit applications prior to any further reviews. Corrections must be made for Plumbing, Electrical and Structural. -5)i5/ Separate permit applications will be required for the fence, deck and septic system. Provide energy calculations. The design bearing capacity conflicts between architectural and structural. 9�) The soil termite treatment references the 2004 FBC. Provide a special inspector form for the masonry. 7.„,k yPr vide truss plans. e plans do not adequately identify the uplift, gravity andconnection for the trusses. r- a roof framing plan must show the lateral restraint(x bracing) for the bottom chord. rovide product approvals for the windows and doors. he product approvals must be signed reviewed and approved by the designer of record. ) Identify the secondary means of escape from the sleeping rooms. 16) Provide a high velocity roofing application for the roof. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. //'"°5-/ Job Job Name PLUMBING CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 746gi —Z 5 i Job Name k #M-17z CRITIQUE SHEET it? e & (4 6_4-Le-co /•° te/-te s �� ;� �� 3° /'i-c ,f/2 A lc' e-eZ - "1'1S It 2 FEE FROM E I PROTECTED RECEPTACLE, (� FIXEDA ' ? LIMES OA IEDIC, l 50 CCM A 2' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. " 20. Job Name A,Z,d Z� Date 1 STRUCTURAL CRITIQUE SHEET Provide defa i/ of Pa iT i flab s on ed7$/" /ab L . Hi are C4* i$f4er ee tithe ed w! r- ...,,'s R h en(Vs J o« efrench.4 e* � fie ca. Oh Sec.. r : s 3 ©snet, Cfre of w`c. 70 coke"- �r u • 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Na RC -11 -11 -2059 Issue Date: Not Issued Expires:Not Issued Folio Number:1132060131430 Owner's Name: TRACY FRANKLIN Job Address: 77 100 Street Miami Shores, FL 33138- Owner's Phone: (917)826 -6492 Total Square Feet: Total Job Valuation: $ 160,000.00 0 Contractor(s) Phone Primary Contractor ORONI INC (305)685 -0412 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 11/7/2011: Yes Comments: APPROVED BY PLANNING BOARD Itam 1 Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. '" Job Name 2�ZpC Z rc Date ! STRUCTURAL CRITIQUE SHEET Provide detail of tarsi , flab s abr_ • ,, eit$t /mob , 19 e S L 4the L hb are eonst4er ed edwj oh Se c- r s h 3 1 en4Is tiff S- 6lhyL,Dw�.� " t o 'icrere loor e,vt a' 4),is4- a ' 11 C freo7c door-- 1 ire ca. ts a"t. r cover r, 1 °y / 5 r 7L '( Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. AG z Job Name k 44 t-7Z CRITIQUE SHEET C/ lite- CO ' xrfT!`r -�' ,�- ill 5/'Ae+� <�- �` a� /�pe-ep/ -- S 41g e/tvcitx NO POINT ALONGXOUNTER TORE MORE MAN 2 FEET FROM G.El PROTECTED RECEPTACLE. Al L FIXEDlAPPLIANCES ON DEDICATED CIT. Pkr M iaml Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: h C' t L' 1 ( °2 OS % DATE: /J I, 0/1 (liPtiAtiTet/ ❑ Contractor ❑ Owner rchitect Picked up 2 sets of plans and (other) 4-- Cp,� Address: 7 A ( 00 5;7v-e.i , - From the building department on this date in order to have corrections done to plans And /or g County stam's.1 und tand at the plans need to be brought back to Miami Shore Village Building ^,.cess. Acknov*Qdged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department A 10050 N E 2nd Avenue Miami Shores. Flonda 33138 Tel: (305) 795 2204 Fax: (305) 756 8972 Permit No. / /' ; °s/ Job Name PLUMBING CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 AUG LtV I�kx X Y: moao_emooem___o m o _ _ FBC 20 BUILDING Permit No. RF PERMIT APPLICATION Master Permit No. C 11 " 205 Permit Type: BUILDING OFING JOB ADDRESS: °r K} (o City: Miami hores County: Miami Dade Zip: Folio/Parcel#: 1 ` °320 `OV 1'433 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Phone#: Address: City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Mca vN‘ tea el 05 SI sty 5 1 atC . Phone#: 3o5 7 S Y -.SSS/ Address: GG 1 1J• c J t0/ ST City: MIA net i State: f<— Zip: 33 ISO Qualifier Name: S J 1 (2- R PA A gT A/ (z Phone #: 305 7S/'S./ State Certification or Registration 4: C_C C. 05$ 322.. Certificate of Competency #: Contact Phone #: Email Address: Al Barr► i Q0oi islg S'tEr✓t i. @ /ahoy • co w), DESIGNER: Architect/Engineer: Phone#: Value of Work fo t • P_ Type of W Description Square/Linear Footage of Work: 1 b® ONew ORepair/Replace UDemolition Prr (DO Color thru tile: * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * ** *** *** * * * * * * ****** *x* ** ** Submittal 1 Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State ZiP Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certithat no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for Fl .F.CTRIC WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction hen law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing ' ' ' ent was acknowledged before me this cr day of I) c,- , 20 Z, by who is personally known to me or who has produced" As identification and who did take an oath. NOTARY PUBLIC: ***** 11- **i* **** dAAd ***** Rsy *********Li -k*It nkirir APPROVED BY Signature .Contractor The foregoing instrument was acknowledged before me this day of Alr , 20/ ; by - /te" il t- who is personally known to me for who has produced tion and who did take an oath. as identif NOTARY PUBLIC: / /J` ' 4110 ' SI ' d��P�! Cg�ii ti /Ill■! i T;�': �r %� ` u`Pr---Plans Examiner Structural Review (Revised 3 /12t2012XRevised 07 /10/07XRevised 06/10/2009XRevised 3/15,04) *** ****i'***** * **** Zoning ( Clerk ROOF ASSEMBLjE AND ROOFTOP STRUCTURES • J 5 � itb Master Pe Contra J Florida Building Code Edition 200 Miami Shores Village APPROVED ZONING DEPT r: MG DEPT High - Velocity Hurricane Zone Uniform Permit Applicatior Form. CT TO COMPLIANCE WITH ALL FEDERAL DATE ,Section A (General information) STATE AND CO( INTY RULES AND RFCUI_ATIC)NS 141 Nil ((`'i ICID ipe hrhgles Process No. ❑ Mechanically Fastened Tile ❑ Metal PaneUShingies ❑ Prescriptive BUR -RAS 150 ROOF TYPE 16 New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Low Slope Roof Area (SF) 1406/e. Steep Sloped Roof Area (SF) Sketch Roof Plan: Ill Include dimensio parapets. SprtionR (Roof Plan) 14 and sections, roof drains, scuppers, overflow scuppers and overflow drains. d levels, clearly identify dimensions of elevated pressure zones and location of Total (SF) I (00 4R I111•11•■ ■■ ■ ■■/ll111' I #! =zE ■ ■ ■ ■ ■ ■ 11111111111 ! I % M■ ■ ■ ■ ■ ■ 1M'llPr IIIIII -- ; - - -- _ ysf' MPAI /,rlil1O' ial =;ia . r.1 ■GI/.% %II%%% /I% I/II■1 112M1110122ZIGIRAWZMIN 1 %II KOMI % ■%% II /111 ■ v %%% ■IIIMEI PIII I IIIIIII1IIII--I! FLORIDA BUILDING CODE — BUILDING reciloo $tI c t-cR-N> P---eb CL(J> 11" ' I Litt as Z s ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Lqw Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component Is not used, identify as "NA ") System Manufacturer: liP '4 -O W)OF Product Approval No.: 11 ®0Lj S S Design Wind PreFssures, From RAS 128 or Calculations:: Pmax1: ' �' Pmax2: °437 ° Pmax3: 1• Max. Design Pressure, from the specific Product Approval system: —670 -0 ° Deck: Type: sh5 et PLctt,ont - Gauge/Thickness: Slope: 4/16 7i Anchor/Base Sheet & No. of Ply(s): 0/4— Anchor/Base Sheet Faasr per /Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: 14 Base Insulation Fastener /Bonding Material: Top Insulation Layer: PI Surfacing: o141- Fastener Spacing for Anchor /Base Sheet Attachment: Field: 6 " oc @ Lap, # Rows @ q" oc Perimeter: 69 " oc @ Lap, # Rows l@ @ 6" oc Comer: " oc @ Lap, # Rows @ 4 " oc Number of Fasteners Per Insulation Board: Field 13(11— Perimeter F'/ Comarlb Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit ('1) (1 a( (2.PL'? sE te et Nr, Top Insulation Size and Thickness: J// & Top Insulation Fastener/Bonding Matpa .... Base Sheet(s) & No of Ply(s): 16 kb PLie Base Sheet Faste erBondin Material: "Fe I' Mr #11-1-- • Ply Sheet(s) & No. of Ply(s): P -( V- 2 Qt4 S i iticeas Ply Sheet Fastener/Bonding Material: t wpweb Top Ply: 6 $c S,NeiITs Top Ply Fastener /Bonding Material: FLORIDA BUILDING CODE — BUILDING FT FT. Parapet Height Mean Roof Height MIAMI, BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Fa-rcoThi1din* • c P.O. Box 1404 Joplin, MO 64802 Pro u MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 (786) 315 -2599 www.miamidade.gov /building SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami,Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 14FVf-.If -B Rnnf+n�u'v tPm over ooh 1ethks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section. of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 09- 0820.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. W= c�'—}1�8415A Expiration Date: 08/;!3t1Z Approval Date: 08/18/11 Page 1 of 16 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material; Deck Type: Maximum Design Pressure: Roofing Built -up Roofing Fiberglass Wood -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Awaplan 170 FR Awaplan 170TH Awaplan Premium FRTM Awaplan PremiumTM Awaplan Versa - Smooth Awaplan Versa -Flex Base -N -Ply® Dimensions Roll weight: 98 lbs.; 33' 11" x 39 3/8" 8 Roll weight: 98 lbs.; 33' 11" x 39 3/8 '1 Roll weight: 101 lbs.; 33' 11" x 39 8/8u s Roll weight: 101 lbs.; 33' 11" x 393/8" Roll weight: 100 lbs. 33' 11" x 393/8" Roll weight: 76 lbs.; :33' 11" x 39 -3/8" Roll weight: 72 lbs.; 108' x 36" Test Specification ASTM D 6164 Type 1 ASTM D 6164 Type I ASTM D 6164 Type 11 ASTM D 6164 Type 11 ASTM D 6164 Type 1 ASTM D 6164 Type 1 ASTM D 4601 Type 11 Product Description A 180 g/m2 polyester reinforced SBS modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 g/m2 polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 g /m2 polyester reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 g /m2 polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. A 180 g/m2 polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. A 190 g/m2 nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply - modified systems. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. NOA No: 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 2 of 16 Product Glass- BaseTM Tam -CapTM Tam -Glass PremiumTm Tam -Ply IVTM Type 43 Base Sheet Vapor - ChanTM Versa - BaseTM Tam -Pro Fibered Emulsion Coating Tam -Pro Quick Dry Primer Tam -Pro FR Fibered Aluminum Coating Dimensions Roll weight: 72 lbs.; 108' x 36 "; Roll weight: 83 lbs.; 36' x 36" Roll weight: 53 lbs.; 180' x 36" Roll weight: 44 lbs.; 180' x 36" Roll weight: 85 lbs.; 72' x 36" Roll weight: 86 lbs.; 36' x 36" Roll weight: 94 lbs.; 54' x 36" 5 gallon 5 gallon 5 gallons Test Specification ASTM D 4601 Type II ASTM D 3909 ASTM D 2178 Type VI ASTM D 2178 Type IV ASTM D 2626 ASTM D 4897 Type II ASTM D 6163 Type 1 ASTM D 1227, type II ASTM D 41 ASTM D2824, type III Product Description Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy -duty fiberglass base sheet impregnated and coated oh both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Protective coating. Asphalt based primer Flame retardant protective coating NOA No: 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 3 of 16 APPROVED INSULATIONS: Product Name ACFoam Composite ACFoam II EnergyGuard Fiberboard High Density Wood Fiberboard ENERGY 3, PSI -25 ENRGY 3 Plus ENRGY 3 Composite, Fesco Foam Fesco Board Structodeck, Structodek FS Multi- Max -3, Multi -Max FA -3 H- Shield H- Shield WF ISO 95+ GL ISO 95+ Composite /AMNDAD COUht APPROVED TABLE 2 Product Description Isocyanurate Insulation with perlite facer Isocyanurate Insulation Wood fiber board High Density Wood Fiber insulation board. Isocyanurate Insulation. Polyisocyanurate / woodfiber insulation Polyisocyanurate / woodfiber insulation Rigid perlite roof insulation board. High Density Wood Fiber insulation board. Expanded Glass Polyisocyanurate foam insulation Wood fiber / Isocuanurate Composite Insulation Polyisocyanurate Foam Insulation Polyisocyanurate / Woodfiber insulation Manufacturer (With Current NOA) Atlas Roofing Corp. Atlas Roofing Corp. GAF Mat'I. Corp. Generic Johns Manville Johns Manville Johns Manville Johns Manville Masonite Rmax, Inc. Hunter Panels Hunter Panels Firestone Building Products Firestone Building Products NOA No: 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 4 of 16 APPROVED FASTENERS: Fastener Number Product Name 1. Dekfast Fasteners # 12, #14 & #15 2. Dekfast Hex Plate 3. Dekflat Plate 4. #12 Roofgrip Fasteners 5. Metal Plate 6. Gearlok Plastic Plate 7. OMG Fastener #12 & #I4 8. OMG G -2 9. OMG Standard 10. OMG Polypropylene 1 I . Insul -Fixx Fastener 12. HD Insul -Fixx Fastener 13. Insul -Fixx S Plate 14. Insul -Fixx P Plate 15. Tru -Fast 16. Tru -Fast Plates 17, Gripdek Fastener TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene plastic plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener Galvalume AZ55 steel plate Galvalume AZ50 steel plate Polypropylene plastic plate Insulation fastener for steel and wood decks Insulation fastener for steel and wood decks Galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Insulation and Base sheet Fastener Manufacturer Dimensions (With Current NOA) SFS Intec, Inc. 2 7/8" x SFS Intec, Inc. 3 1/4" 3" round SFS Intec, Inc. OMG 3" round OMG 3" square 3.2" OMG OMG OMG OMG OMG SFS Intec, Inc. SFS Intec, Inc. 3" round SFS Ihtec, Inc. 3" round SFS Intec, Inc. The Tru-Fast Corp. 3" round The Tru -Fast Corp. Various 3.5" round 3" round 3,25" round OMG NOA No 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 5 of 16 EVIDENCE SUBMITTE:r': Test Agency /Identifier Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Exterior Research & Design, LLC. Trinity ERD 1111 l �l'IAA98 lull *i'ihnTfC}i1Ati1 APPROVED i�11111IMpP1H Name Report Date Class 4470 J.I. 4D0A7.AM 10.21.98 Class 4470 J.I. 0Z4A3.AM 08.27,97 Class 4470 J.I. 1 D4A7.AM 10.20.97 Class 4470 J.I. 3B5A9.AM 08.27.97 Class 4470 3027787 08/14/06 Class 4470 3027789 08/14/06 Class 4470 3027790 08/14/06 Class 4470 3027791 08/14/06 UL 790 R3225 Published Annually TAS 114 4440.05,95 -2 05.01.95 TAS 114 4440.05.95 -1 05.01.95 TAS 114 4444.06.98 -1 06.15.98 TAS 117 C8500SC,00.07 11.30.07 TAS 117 & TAS 114 012410.08.09 08/14/09 NOA No: 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 6 of 16 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2%2" wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type A: Anchor sheet mechanically fastened; one or more layers of insulation adhered with approved asphalt adhesive. All General and System Limitations apply. Anchor Sheet: Fastening: One ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: (Option #1) Attach anchor sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (Meets —52.5 psi; See General Limitation #7.) (Option #2) Attach anchor sheet using CF Dekfast or #I4 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or ON/1G Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (Meets —60 psf, See General Limitation #7.) Insulation Layer One or more layers of any of the following insulations: Insulation Fasteners Fastener (Table 3) Density /ft2 ACFoam II, ENRGY 3, ENRGY 3 Plus, IsoTherm R, ENRGY 3 Composite, ISO 95 +GL, ISO 95+ Composite, ISO -Roc, UltraGard Gold, ACFoam Composite, Multi -Max FA -3, H- Shield, H- Shield WF Minimum 1" thick Fesco Board Minimum 1 /2" thick High Density Wood Fiberboard, Structodek FS Minimum 1/2" thick N/A N/A N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 Ibs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. [ilar94r; tic. ihi hVul 99uhhil l APPROVED NOA No: 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 7 of 16 Base Sheet: Ply Sheet: Cap Sheet: Surfacing: (Optional) Install one ply of Type 43 coated base sheet, Glass -Base, Tam -Ply IV, Tarn -Glass Premium® or Base -N -Ply® or Versa - Smooth base sheet directly over the top layer of insulation. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. Two or more plies of Tam -Glass Premium® or Tam -Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (See specification Number for appropriate number of plies) (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (See Tamko application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following: 1. Tam -Pro FR Fibered Aluminum Coating applied at 1'A gal. /sq. or Tam -Pro Fibered Emulsion at 3 gal. /sq. 2. Flood coat of approved asphalt with an application rate of 60 1b9. /sq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. Maximum Design Pressure: See Anchor Sheet Fastening Options. fit•aa..a G• APPROVED,. NOA No: 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 8 of 16 Membrane Type: Deck Type 11: Deck Description: BUR Wood, Insulated 62" or greater plywood or wood plank System Type '`.'(1): Base layer of insulation mechanically attached, optional top layer mopped with approved asphalt. All General and System Limitations apply. ase Insulation Layer Insulation Fasteners Fastener Table 3 Densitv /ft2 ACFoam II, H- Shield Minimum 1.3" thick ENRGY 3 Minimum 1.4" thick ACFoam Composite Minimum 1.5" thick ENRGY 3 Plus Minimum 1.5" thick Multi -Max -3 Minimum 1.5" thick ISO 95+ GL Minimum 1.4" thick Fesco Foam Minimum 1.5" thick ENRGY 3 Composite Minimum 1.25" thick ISO 95+ Composite Minimum 1.4" thick Fesco Board Minimum 3/4" thick High Density Wood Fiberboard Minimum 1/2" thick 1, 2, 4, 5, 7, 8, 9, 17 1:3 ft2 1, 4, 5, 7, 8, 9, 15, 17 1:3 ft2 4, 7, 8, 9, 1I1, 12, 13, 14, 15 1:2.67 ft2 1, 2, 4, 5, 11, 12, 13, 14, 15, 17 1:4 ft2 1, 4, 5, 7, 8, 9, 11, 12, 13, 14, 15 1:2.9 ft2 1, 4, 5, 7, 8, 9, 11, 12, 13, 14, 15, 17' 1:4 ft2 1, 2, 4, 5, 7, 8, 9, 11, 13, 15, 17 1:4 ft2 1, 2, 4, 7, 8, 9, 11, 12, 13, 14, 15, 17 1:4 ft2 1,2,4,5,7,8,9, 11, 12, 13, 14, 15 1:3 ft2 1, 4, 5, 7, 8, 15, 17 1:2 ft2 1,4,7,8,9,15 1:2 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer Insulation Fasteners Fastener LTable 3) Density /ft2 Any of the insulations listed for ': ase Layer, above or; H- Shield -WF Minimum 1.5" thick N/A N.A III iI liIII l9 i 9 7lll1luil11i111111111 0 CpltTli,l 111 APPROVED IIhtl9d9i'11IdV11tl!'ml NOA No: 11- 0415,15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 9 of 16 Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20 -40 lbs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: (Optional) Install one ply of Type 43 coated base sheet, Glass -Base, Tam -Ply IV, Tam -Glass Premium® or Base -N -Ply® or Versa- Smooth base sheet directly over the top layer of insulation. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. Note: Type 43 coated base sheet cannot be spot mopped. Ply Sheet: Two or more plies of Tam -Glass Premium® or Tam -Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (See specification number for appropriate number of plies). Cap Sheet: (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (See Tarnko application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Install one of the following: I . Tam -Pro FR Fibered Aluminum Coating applied at 1 /2 gal. /sq. dr Tam -Pro Fibered Emulsion at 3 gal. /sq. 2. Flood coat of approved asphalt with an application rate of 60 lbs. /sq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. Maximum Design Pressure: -45 psf (See General Limitation #9.) tADE COUNTY APPROVED NOA No: 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 10 of 16 Membrane Type: Deck Type 11: Deck Description: System Type B(2): BUR Wood, Insulated 19/12" or greater plywood or wood plank. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2A" wood screws spaced 6" o.c. at perimeters and intermediate supports. Base layer of insulation mechanically fastened; top layer adhered with approved asphalt. All General and System Limitations apply. Base Insulation Layer ACFoam II, ENRGY -3, PSI -25, H- Shield Minimum 1.5" thick Insulation Fasteners Fastener (Table 3) Density /ft2 7, 11 1:1.33 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 High Density Wood Fiberboard Minimum 1/2" thick N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20 -40 lbs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: (Optional) Install one ply of Type 43 coated base sheet, Glass -Base, Tam -Ply IV, Tam -Glass Premium© or Base -N -Ply® or Versa- Smooth base sheet directly over the top layer of insulation. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. Note: Type 43 coated base sheet cannot be spot mopped. Ply Sheet: Two or more plies of Tam -Glass Premium® or Tarn-Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. (See specification number for appropriate number of plies). Cap Sheet: (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (See Tamko application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Tam -Pro FR Fibered Aluminum Coating applied at 11/2 gal. /sq. of Tam -Pro Fibered Emulsion at 3 gal. /sq. 2. Flood coat of approved asphalt with an application rate of 60 lbs. /sq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. Maximum Design Pressure: -60 psf (See General Limitation #7.) M DE • NTY APPROVED III 11 NOA No: 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 11 of 16 Membrane Type: BUR Deck Type 11: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; base layers optional. All General and System Limitations apply. Base Insulation Layer Insulation Fasteners Fastener ACFoam II, H- Shield LT_able 3) Density /ft2 Minimum 1.3" thick N/A N/A ENRGY 3, ISO 95 + GL, ISO 95+ Composite Minimum 1.4" thick N/A N/A Fesco Foam, ACFoam Composite Minimum 1.5" thick N/A N/A ENRGY 3 Plus, H- Shield WF Minimum 1.5" thick N/A N/A Multi -Max FA -3 Minimum 1.5" thick N/A N/A ENRGY 3 Composite Minimum 1.25" thick N/A N/A Fesco Board Minimum 1/2" thick High Density Wood Fiberboard Minimum 1/2" thick N/A N/A N/A N/A Note: Both layers shall be simultaneously attached; see top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener ACFoam II, H- Shield Minimum 1.3" thick 1, 2, 4, 5, 7, 8, 9, 17 1:3 ft2 (Table 3) Density /ft2 ENRGY 3 Minimum 1.4" thick 1, 4, 7, 8, 9, 15, 17 1:3 ft2 ENRGY 3 Plus Minimum 1.5" thick Multi -Max -3 Minimum 1.5" thick ISO 95+ GL Minimum 1.4" thick Fesco Foam Minimum 1.5" thick ENRGY 3 Composite Minimum 1.25" thick .OA £COUNTY APPROVED 1, 2, 4, 11, 12, 13, 14, 15, 17 1:4 ft2 1,4,7,8,9, 11, 12, 13, 14, 15 1:2.9 ft2 1, 4, 7, 8, 9, 11, 12, 13, 14, 15, 17 1:4 ft2 1, 2, 4, 5, 7, 8, 9, 11, 13, 15, 17 1:4 ft2 1, 2, 4, 7, 8, 9, 11, 12, 13, 14, 15, 17 1:4 ft2 NOA No: 11- 0415,15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 12 of 16 Top Insulation Layer (Continued) Insulation Fasteners Fastener ACFoam Composite Table 3) Density /ft2 Minimum 1.5" thick 4, 7, 8, 9, 11, 12, 13, 14, 15 1:2.67 ft2 ISO 95+ Composite Minimum 1.4" thick Fesco Board Minimum 3/4" thick 1, 4, 5, 7, 9, 15, 17 1:2 ft2 High Density Wood Fiberboard Minimum 1/2" thick 1, 4,, 7, 8, 15 1:2 ft2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: (Optional) Install one ply of Type -43 coated base sheet, Glass-Base, Tam-Ply IV, Tam -Glass Premium® or Base -N -Ply® or Versa - Smooth base sheet directly over the top layer of insulation. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. 1, 2, 4, 5, 7, 8, 9, 11, 12, 13, 14, 15, 17 1:3 ft2 Note: Type 43 coated base sheet cannot be spot mopped. Ply Sheet: Two or more plies of Tam -Glass Premium® or Tam Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. Cap Sheet: Surfacing: (Optional) One ply of Tarn-Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (See Tarhko application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following: 1. Tam -Pro FR Fibered Aluminum Coating applied at 1 V2 gal. /sq. or Tam -Pro Fibered Emulsion at 3 gal. /sq. 2. Flood coat of approved asphalt with an application rate of 60 lbs. /sq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. Maximum Design Pressure: -45 psf (See General Limitation #9.) NOA No: 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 13 of 16 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2 /2" wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type D: Base sheet attached over insulation. All General and System Limitations apply. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 One or more layers of any of the following insulations: ACFoam II, ENRGY 3, ENRGY 3 Plus, l[soTherm R, ENRGY 3 Composite, ISO 95 +GL, ISO 95+ Composite, ISO -Roc, UltraGard Gold, ACFoam Composite, Pyrox, Multi -Max FA, H- Shield, H- Shield WF Minimum 1" thick N/A N/A Fesco Board Minimum 1/2" thick N/A N/A High Density Wood Fiberboard, Structodek FS Minimum 1/2" thick N/A N/A Note: Top layer shall have preliminary attachment, prior to the installation of the base /anchor sheet, at an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base /anchor sheet below for fasteners and density. Base Sheet: Fastening: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: One ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: Attach anchor sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or OMG Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. Two or more four plies of Tani -Glass Premium® or Tam Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (See Tamko application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following: I. Tam -Pro FR Fibered Aluminum Coating applied at 1 %2 gal. /sq. or Tam -Pro Fibered Emulsion at 3 gal, /sq. 2. Flood coat of approved asphalt with an application rate of 60 lbs. /sq.; plus grave! or slag with an application rate of 400 or 300 lbs. /sq. respectively. -60 psf (See General Limitation #7.) APPROVED NOA No: 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 14 of 16 Membrane Type: BUR Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks. Attached to 2" x 4" wdod supports spaced 24" o.c. using 48 x 21/2" wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type E: Base Sheet mechanically attached. All General and System Limitations apply. Base Sheet: One ply of Tarnko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: Fastening: Ply Sheet: Cap Sheet: Surfacing: (Option #1) Attach base sheet using 1 1 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (Meets —52.5 psf; See General Limitation #7.) (Option #2) Attach base sheet using CF Dekfast or # 14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or OMG Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (Meets —60 psf; See General Limitation #7.) Two or more plies of Tam -Glass Premium® or Tam Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (See Tarnko application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following: 1. Tam -Pro FR Fibered Aluminum Coating applied at 1 %z gal. /sq. or Tam -Pro Fibered Emulsion at 3 gal. /sq. 2. Flood coat of approved asphalt with an application rate of 60 lbsisq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. Maximum Design Pressure: See Base Sheet Fastening Options. NOA No: 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 15 of 16 WOOD ECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform to Roofing Application Standard RAS 1 I 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code, 11 I APPROVED END OF T +' IS ACCE "TANCE NOA No: 11- 0415.15 Expiration Date: 08/23/12 Approval Date: 08/18/11 Page 164:416 TGFU.R3225 - Roofing Systems ONLINE CERTIFICATIONS DIRECTORY TGFU.R3225 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems TAMKO BUILDING PRODUCTS INC 601 N HIGH ST ]OPLIN, MO 64801 USA R3225 Page 1 of 15 For Uplift Resistance Classifications, See TGIK Found in this Directory. Pittsburg- Corning foam glass insulation is a suitable alternative for use in any of the following roofing systems. "Awapian 170 "is a suitable alternate for "A.waplan Premium" in any of the following roofing systems using "Awaplan Premium ". 1 in. min tongue and groove board is a suitable alternate for 1/2 in. plywood decks with all joints blocked. "Versa- Base" or "Versa -Base FR" are suitable alternates for the first base sheet in any of the following roofing systems. "Awaplan Premium "is a suitable alternate for "Awaplan Versa- Smooth" in any of the "Awaplan" systems listed below. Awaflex FR is a suitable alternate for Awaplan 170 in any of the following roofing systems. Polyisocyanurate and Polystyrene insulation can be used in any of the following insulated noncombustible systems when covered with a min thickness of 1/2 in. perlite or wood fiber board. "AwaFlex" is a suitable alternate for "Awaplan 170" in any of the following systems. "Awaplan Heat Weld" is a suitable alternate for "Awaplan Premium" and "Awaplan Versa Flex" is a suitable alternate to "Awaplan Versa Smooth ". "Awaflex FR" is a suitable alternate to "Awaplan 170 FR" in any applicable noncombustible Classification. "Tam Pro Fibered Emulsion" is acceptable for use in any of the following systems which utilize an emulsion roof coating. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT "Tam -Ply IV "ply sheet can replace "Tam -Glass Premium" in the following Class A, B or C roofing systems. "Vapor Chan "venting base sheet can replace "Glass- Base" base sheet in the following Class A, B or C roofing systems when limited to noncombustible decks. "Base -N- Ply "is a suitable alternate to "Glass- Base" in any of the following systems. "MasterSmooth "is a suitable alternate to "43 #Base Sheet" in any of the following systems. The following noncombustible systems may be installed over a min 1/2 Type X gypsum board mechanically fastened to a combustible deck for the rating to be maintained. Unless otherwise indicated, these constructions may utilize any thickness of perlite, glass fiber, polyurethane, isocyanurate, combination isocyanurate /perlite or polyurethane /perlite insulation hot mopped or nailed. Wood fiber insulation is a suitable substitute on noncombustible decks only. "TAM -PRO M3 Adhesive" may be utilized in any of the following noncombustible roof deck systems at a rate of 1 -1/2 to 2 -1/2 gal /sq. Class A http: / /database.ul.com /cgi- bin/XYV /template /LISEXT/ 1 FRAME /showpage.html ?name =T... 5/19/2011 TGFU.R3225 - Roofing Systems 1. Deck: NC Incline: 3 Page 2 of 15 Base Sheet (Optional): — One or more layers Vent -Ply, hot mopped in place. Ply Sheets: — Three layers Type 15 perforated asphalt organic felt (" Tri -Six" ) or four layers conventional Type 15 perforated asphalt organic felt, hot mopped at 25 Ib /sq /layer. Surfacing: — Gravel, crushed stone or slag. 2. Deck: C -15/32 Incline: 1 Base Sheet: — Type 15 asphalt organic felt base sheet, hot mopped. Ply Sheets: — Three layers Type 15 perforated asphalt organic felt, hot mopped. Surfacing: — Gravel, crushed stone or slag, 3. Deck: C -15/32 Incline: 3 Base Sheet: — Type G2 "Glass Base ", "Tam Ply IV ", "Vapor Chan ", "43 lb Base Sheet" or "Tam -Glass Premium ", hot mopped or nailed. PIy Sheets: — Min two layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: — Gravel in a flood coat of hot roofing asphalt at 60 lb/sq. 4. Deck: NC Incline: 3 Base Sheet: — Type G1 "Tam -Glass Premium" or "Tarn -PIy IV" ply sheet or Type G2 "Vent -PIy" base sheet, hot mopped or nailed. PIy Sheets: — Min 2 layers Type G1 "Tam -Glass Premium" or "Tam -PIy IV ", hot mopped. Surfacing: — Gravel in a flood coat of hot roofing asphalt at 60 lb/sq. 5. Deck: C -15/32 Incline: 3 Insulation: — 1 in. min glass fiber or perlite, nailed or sprinkle mopped. Base Sheet (Optional): — Type G2 base sheet, "43 lb. Base Sheet ", "Glass- Base" or "Vent -PIy" or Type G1 ply sheet, "Tam -Glass Premium" or "Tam -PIy IV ", hot mopped or nailed. PIy Sheets: — 3 layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: — Gravel in a flood coat of hot roofing asphalt at 60 lb/sq. 6. Deck: NC Incline: 1 -1/2 Base Sheet: — Type G2 "Glass- Base ", "Tam -Glass Premium" or "Tam -PIy IV ", hot mopped. PIy Sheets: — Two or more layers Type G1 "Cam -Glass Premium" or "Tam PIy IV ", hot mopped. Surfacing: — Type G3 "Tam- Cap ", hot mopped. 7. Deck: NC Insulation (Optional): — 1 -5/16 Base Sheet (Optional): — One or Base ", hot mopped. Ply Sheets: — One layer "Awapian Surfacing: — Type G3 "Tam- Cap ", 8. Deck: C -15/32 Incline: 2 - 3 -1/4 in. max. in. glass fiber perlite or woodflber, isocyanurate sprinkle mopped. more Type G2 "Vent- PIy ", "Vapor- Chan" ; Type G1 "Tam -Glass Premium ", "Tam -PIy IV" or "Glass - Versa- Smooth" surface (modified bitumen), hot mopped or heat fused. hot mopped. Incline: 1/4 Base Sheet: — Type 15 "43# Base Sheet ", Type G1 "Tam -Glass Premium ", "Tam -Ply IV— Glass- Base ", nailed. Ply Sheets: — Two or more layers Type G1 "Tam -Glass Premium" or "Tam -PIy IV ", hot mopped. Surfacing: — Type G3 "Tam- Cap ", hot mopped. 9. Deck: C -15/32 Incline: 1 Base Sheet: — One or more layers Type G2 "Glass- Base ", "Versa- Base" or "Vapor- Chan ", hot mopped or mechanically fastened in place. PIy Sheet: — One or more layers Type GI "Tam -PIy IV" or "Tam -Glass Premium ", hot mopped in place. Cap Sheet: — Type G3 "Tam- Cap ", hot mopped in place. 10. Deck: C -15/32 Incline: 2 Base Sheet: — One or more layers Type 15 "43# Base Sheet ", hot mopped or mechanically fastened In place. PIy Sheet: — Two or more plies Type G1 "Tam -Ply IV" or "Tam -Glass Premium ", hot mopped in place. Cap Sheet: — Type G3 "Tam- Cap ", hot mopped in place. http: // database. ul. com /cgi- binlXYV /template /LISEXT/ 1 FRAME /showpage.html ?name —T... 5/19/2011 TGFU.R3225 - Roofing Systems nsulation ( nat ).: -- Perlite 3/4 m. thick tn:` tre pbl'ffec'fr M F ase Sheet* — ' or more layers. Type G2 "Gtass,'Base ", "Versa-Bate yer "Awapiari Versa45maot ,odified °bitter tetikl eec: — Type G3 "Tam,Cap ", hot mopped in pi'ae : 12. Deck: NC Incline: 3 Page 3 of 15 Base Sheet: — One or more plies "Tam -Ply IV ", hot mopped or mechanically fastened. Ply Sheets: — One or more plies "Tam -Ply IV ", hot mopped or mechanically fastened. Surfacing: — Gravel, crushed stone or crushed slag, in a flood coat of hot roofing asphalt. 1. Deck: C-15/32 Incline: 1 Class B Base Sheet: — One or more plies Type G2 "Glass- Base ", Type 15 "43# Base Sheet ", or Type G2 "Vapor- Chan ", hot mopped or mechanically fastened in place. Cap Sheet: — Type G3 "Tam- Cap ", hot mopped in place. 2. Deck: C -15/32 Incline: 3 Base Sheet: — One or more plies Type G2 "Glass- Base ", Type 15 "43# Base Sheet ", "Versa- Base" or Type G2 "Vapor- Chan ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more plies Type G1 "Tam -Ply IV ", "Tam -Glass Premium" or "Versa- Base ", hot mopped In place. Cap Sheet: — Type G3 "Tam- Cap ", hot mopped in place. 3. Deck: C -15/32 Incline: 1/2 Base Sheet: — One or more plies Type G2 "Glass- Base ", Type 15 "43# Base Sheet ", "Versa- Base" or Type G2 "Vapor- Chan ", hot mopped or mechanically fastened in place. Cap Sheet: — Type G3 "Tam- Cap ", hot mopped in place. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation: — 1 - 1 -15/16 in. glass fiber, periite or wood fiber, nailed or sprinkle mopped. Ply Sheet: — Three layers Type G1 "Tam -Glass Premium" or "Tam Ply IV ", hot mopped. Surfacing: — Glaze coat hot roofing asphalt. 2. Deck: C -15/32 Incline: 1/2 Base Sheet: — Type G2 "Glass- Base ", "Tarn-Glass Premium ", "Tam Ply IV" or "43 Ib. Base ", nailed or spot mopped. PIy Sheet: — Three layers Type G1 "Tam-Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: — Glaze coat hot roofing asphalt. 3. Deck: C -15/32 Incline: Unlimited Base Sheet: — One or more plies Type G2 "Glass- Base ", "43# Base Sheet ", "Versa- Base" or "Vapor- Chan ", hot mopped or mechanically fastened. Ply Sheet: — One or more plies Type G1 "Tam -Ply IV" or "Awaplan Smooth" (modified bitumen), hot mopped or heat fused. Cap Sheet: — Type G3 "Tam- Cap ", hot mopped in place. COMBINATION HOT AND COLD SYSTEMS Unless otherwise indicated, these constructions may utilize any thickness of periite, glass fiber, polyurethane, isocyanurate, combination isocyanurate /periite or polyurethane /periite insulation hot mopped or nailed. Wood fiber insulation is a suitable substitute on noncombustible decks only. 1. Deleted. 2. Deck: NC Class A Incline: 1 -1/2 Ply Sheets: — Three or more layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: — Grundy "Fibered Asphalt Emulsion Roof Coating, 039" at 3 gal /sq. http: / /database.ul. cam /cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 5/19/2011 TGFU.R3225 - Roofing Systems 3. Deck: C -15/32 Insulation: mopped. Base Sheet Ply Sheets: Surfacing: 4. Deck: C -15/32 Page 4 of 15 Incline: 1 — 1 in. min glass fiber, perlite, wood fiber, polyurethane, isocyanurate or combination isocyanurate /perlite, nailed or sprinkle (Optional): — Type G2 "Glass- Base" or Type G1 "Tam -Ply IV" or "Tam -Glass Premium ", nailed or hot mopped. — Three layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. — Pure Asphalt "Fibered Asphalt Emulsion Roof Coating" at 3 gal /sq. Incline: 1 -1/2 Insulation (Optional): — Glass fiber, perlite, 2 in. max. Base Sheet: — Type G2 "Glass-Base", "43# Base Sheet" or "Vapor Chan ", nailed, sprinkle or hot mopped. Ply Sheets: Three layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: — Pure Asphalt "Fibered Asphalt Emulsion Roof Coating" at 3 gal /sq. 5. Deck: C -15/32 Incline: 3 Insulation: — Glass fiber, wood fiber or perlite 2 in. max. Base Sheet: — Type 15 "43 Ib Base- Sheet" or "Glass Base" nailed or hot mopped. PIy Sheet: — Three layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: — Pure Asphalt "Fibered Asphalt Emulsion Roof Coating" at 3 gal /sq. 6. Deck: NC Incline: 1/2 Insulation (Optional): — Wood fiber or perlite, any thickness, mechanically fastened. Base Sheet: — One or more plies "Glass- Base ", "Base -N- PIy ", "43 Ib" or "Tam -PIy IV ", mechanically fastened or hdt mopped in place. PIy Sheet: — One or more plies Type G1 "Tam -Ply IV" or "Tam -Glass Premium ", hot mopped in place with optional asphalt glaze coat. Surfacing: — "Tam -Pro FR Aluminum Roof Coating ", applied at 1 -1/2 gal /sq. 7. Deck: NC Incline: 3/4 Insulation (Optional): — Any UL Classified polyisocyanurate, wood fiber, glass fiber, or perlite, any thickness, mechanically fastened. Base Sheet (Optional): — One or more layers Type G2 "Vent- PIy ", "Vapor- Chan ", Type G1 "Tam -Glass Premium ", "Tam -Ply IV" or "Glass- Base ", mechanically fastened or hot mopped. PIy Sheet: — One layer "Awaplan Versa - Smooth" (modified bitumen), hot mopped. Membrane: — Type G3 "Tam- Cap ", hot mopped. Surfacing: — "TAM -STAR White Elastomeric Coating ", 1 -1/2 gal /sq. 8. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiberglass, wood fiberboard, polyisocyanurate, expanded or extruded polystyrene, cellular foam glass, combination isocyanurate /perlite, any combination, any thickness, hot mopped or mechanically fastened. NOTE: When polystyrene (expanded or extruded) is used on combustible decks a layer of 1/2 in. min wood fiber, 1/2 in. min Gypsum board (not UL Classified) or 3/4 in. perlite must be placed above the polystyrene. Base Sheet: — Two or more layers "Glass- Base ", "TAM -Glass Premium ", "TAM -Ply IV ", "Base -N- Ply ", "Versa- Base" or "Vapor- Chan ", mechanically fastened, hot mopped or cold applied with "TAM -PRO M3 Adhesive" at 1 -1/2 to 2 -1/2 gal /sq. or "TAM -PRO 856 Premium SBS Adhesive" at 1 -1/2 gal /sq. PIy Sheet (Optional): — One or rnore layers "Awaplan Versa- Smooth ", "Awaplan Versaflex ", "Versa- Base ", "Glass= Base ", "Base -N- PIy ", "TAM -Glass Premium" or "TAM -Ply IV ", hot mopped, heat welded, or cold applied with "TAM -PRO M3 Adhesive" at 1-1/2 to 2 -1/2 gal /sq. or "TAM -PRO 856 Premium SBS Adhesive" at 1 -1/2 gal /sq. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa Cap FR ", hot mopped, heat welded or cold applied with "TAM -PRO M3 Adhesive" at 1 -1/2 to 2 -1/2 gal /sq. or "TAM -PRO 856 Premium SBS Adhesive" at 1 -1/2 gal /sq. Surfacing: — "TAM -STAR ASTM D6083 White Elastomeric Coating" or "TAM -STAR White Elastomeric Coating" at 1 -1/2 to 2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiberglass, wood fiberboard, polyisocyanurate, expanded or extruded polystyrene, cellular foam glass, combination isocyanurate /perlite, any combination, any thickness, hot mopped or mechanically fastened. NOTE: When polystyrene (expanded or extruded) is used on combustible decks a layer of 1/2 in. min wood fiber, 1/2 in. min Gypsum board (not UL Classified) or 3/4 in. perlite must be placed above the polystyrene. Base Sheet: — One or more layers "TAM -Glass Premium ", "TAM -Ply IV ", "Glass- Base ", "Base -N -PIy" or "Vapor -Chah" hot mopped or mechanically fastened. PIy Sheet: — Two or more layers "TAM -Glass Premium" or "TAM -PIy IV ", hot mopped. Membrane: — "TAM- CAP ", hot mopped. Surfacing: — "TAM -STAR ASTM D6083 White Elastomeric Coating" or "TAM -STAR White Elastomeric Coating" at 1 -1/2 to 2 gal /sq. 10. Deck: C -15/32 Incline: 1/4 Insulation (Optional): — Perlite, fiberglass, wood fiberboard, polyisocyanurate, expanded or extruded polystyrene, cellular foam glass, combination isocyanurate /perlite, any combination, any thickness, hot mopped or mechanically fastened. NOTE: When polystyrene (expanded or extruded) is used on combustible decks a layer of 1/2 in. min wood fiber, 1/2 in. min Gypsum board (hot UL Classified) or http: // database.ul.com /egi- bin /XYV /template /LISEXT /1 FRAME /showpage.html ?name =T... 5/19/2011 TGFU.R3225 - Roofing Systems Page 5 of 15 3/4 in. perlite must be placed above the polystyrene. Base Sheet: — One or more layers "TAM -Glass Premium ", "TAM -Ply IV ", "Glass - Base', "Base -N -Ply" or "Vapor- Chan" hot mopped or mechanically fastened. PIy Sheet: — Two or more layers "TAM -Glass Premium" or "TAM -Ply IV ", hot mopped. Membrane: — "TAM- CAP ", hot mopped. Class B 1. Deck: C -15/32 Incline: 3 Base Sheet: — One or more plies Type 15 "43# Base Sheet ", hot mopped or mechanically fastened in place. PIy Sheet: — Two or more plies Type G2 "Tam -PIy IV" or "Tam -Glass Premium ", hot mopped in place. Surfacing: — Grundy "Fibered Aluminum Roof Coating ", applied at 1 -1/2 gal /sq. 2. Deck: C -15/32 Incline: 1/4 Base Sheet: — One or more plies Type G2 "Glass Base', "Versa Base" or "Vapor Chan ", hot mopped or mechanically fastened in place. Membrane: — "Awaplan Premium ", "Awaplan Premium FR ", "Awaplan 170 ", "Awaplan 170FR ", "Awaplan Versa - Smooth ", "Awaflex FR" and "AwaFlex" or "Versa - Flex ". Surfacing: — Grundy "Fibered Aluminum Roof Coating ", applied at 1 -1/2 gal /sq. 3. Deck: C -15/32 Incline: 2 Cap Sheet: — Type G3 "Tam -Cap" (inverted), mechanically fastened in place. Membrane: — "Awaplan Premium ", "Awaplan Premium FR ", "Awaplan 170 ", "Awaplan 170FR ", "Awaplan Versa - Smooth ", "Awaflex FR" and "AwaFlex" or "Versa- Flex ". Surfacing: — Grundy " Fibered Aluminum Roof Coating ", applied at 1 -1/2 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Base Sheet (Optional): — One or more plies Type G2, mechanically fastened. PIy Sheet: — Three or more plies Type Gi, hot mopped or mechanically fastened. Surfacing: — "Tam -Pro Emulsion ", Henry " #307" or "Monsey Fibered Asphalt Emulsion ", 3 -4 gal /sq. 5. Deck: C -15/32 Incline: 1/2 Base Sheet: — One ply Type G2, mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1, hot mopped or mechanically fastened. Membrane: — "Awaplan 170 ", "Awaplan Premium ", "Awaplan Heat Weld ", "AwaFlex ", "Awaplan Versa - Smooth ", "SpeedWeld Granule" or "SpeedWeld Smooth ". Surfacing: — "Tam -Pro Aluminum ", Monsey "Premium Long Life ", Fields Products "F530 Heat Shield Aluminum ", Henry " #520 ", 1 -1/2 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Base Sheet: — One or more plies Type G2 "Glass- Base ", mechanically fastened. Membrane: — "Awaplan 170 FR" or "Awaplan Premium FR ", hot mopped. 7. Deck: C -15/32 Incline: 2 Insulation (Optional): — Min 2 in. of any combination of polyisocyanurate, perlite, wood fiber, glass fiber, cellular glass or rockwool, mechanically fastened. Base Sheet: — One layer Type G2 or "Versa- Base ", hot mopped. Membrane (Optional): — "Awaplan Versa - Smooth ", hot mopped. Cap Sheet: — "Tam- Cap ", Type G3, hot mopped. 8. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): — Min 2 in. of any combination of polyisocyanurate, perlite, wood fiber, glass fiber, cellular glass or rockwool, mechanically fastened. Base Sheet (Optional): — One layer Type G2, mechanically fastened before or after insulation. PIy Sheet: — Two or more plies Type G1, hot mopped. Cap Sheet: — "Tam- Cap ", Type G3, hot mopped. 9. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): — Min 2 in, of any combination of polyisocyanurate, perlite, wood fiber, glass fiber, cellular glass or rockwool, mechanically fastened. http : / /database.ul.com /egi- bin/XYV /template /LISEXT /1 FRAME /showpage.html ?name =T... 5/19/2011 TGFU.R3225 - Roofing Systems Page 6 of 15 Base Coat (Optional): — One layer Type G2, mechanically fastened before or after insulation. Ply Sheet: — Two or more plies Type G1, hot mopped. Membrane: — "Awaplan Versa - Smooth ", "Awaplan Versa -Flex" or "Versa- Base ", hot mopped. Membrane: — "Versa -Cap FR ", hot mopped. 1. Deck: C -15/32 Incline: 3 Class C Insulation: — 1 in. min glass fiber, perlite, wood fiber, polyurethane, isocyanurate or combination isocyanurate /perlite, nailed or sprinkle mopped. PIy Sheets: — Three or more layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: — Pure Asphalt "Fibered Asphalt Emulsion Roof Coating" at 3 gal /sq. 2. Deck: C -15/32 Incline: 3 Base Sheet: — Type G2 "Glass- Base ", "Tam -Glass Premium ", "Tam-Ply IV" or "43# Base Sheet ", nailed or spot mopped. Ply Sheets: — Three layers Type G1 "Tam -Glass Premium" or "Tam-Ply IV ", hot mopped. Surfacing: — Pure Asphalt "Fibered Asphalt Emulsion Roof Coating" at 3 gal /sq. 3. Deck: C -15/32 incline: 3 Base Sheet: — "43 lb Base Sheet" mechanically fastened or spot attached. Cap Sheet: — "90 lb Cap Sheet ", adhered with "Tam -Pro Cold Application Cement" applied at 1 -1/2 gal /sq or hot mopped in place. MAINTENANCE AND REPAIR SYSTEMS Class A Unless otherwise indicated, these systems are intended for installation over an existing Class A, B or C system with or without the following insulations: Any thickness of glass fiber, perlite, wood fiber or isocyanurate followed by any thickness of glass fiber, perlite or wood fiber. 1. Deck: NC Incline: 2 Membrane: — "Awaplan Premium" (modified bitumen), Optionally, 1 layer Type G2 base sheet "Vapor- Chan" may be used under the membrane. .Surfacing: — Type G3 cap sheet "Tam- Cap ", hot mopped. 2. Deck: NC Incline: 3 Membrane: — "Awaplan, Premium" (modified bitumen) hot mopped or "Awaplan Heat Weld" (modified bitumen), heat fused. Optionally, 1 layer Type G2 base sheet "Vapor- Chan" may be used under membrane. Surfacing: — Gravel or crushed stone at 500 lb/sq or slag at 375 Ib /sq in hot roofing asphalt or laid loosely. 3. Deck: NC Incline: 1/4 Membrane: — "Awaplan Premium" (modified bitumen), hot mopped or "Awaplan Heat Weld" (modified bitumen), heat fused. Optionally, one layer Type G2 base sheet "Vapor- Chan" may be used under membrane. Surfacing: — Monsey "Asbestos Fibered Asphalt Emulsion" at 3 gal /sq. Optionally, No. 11 roofing granules may be applied at 25 Ib /sq in the wet coating. 4. Deck: C 15/32 Incline: 1/4 Base Sheet: — Type G2 "Vapor Chan ", hot mopped. Membrane: — "Awaplan Premium" (modified bitumen), hot mopped. Surfacing: — Pure Asphalt "Fibered Emulsion" at 3 gal /sq. Surfacing (Optional): — Flood coat and gravel. 5. Deck: 15/32 Incline: 1/2 Existing Roof System: — Class A, B or C gravel may be removed. Insulation (Optional): — Perlite, glass fiber, wood fiber phenolic isocyanurate, urethane, polystyrene any combination, any thickness, mopped in place. Base Sheet: — "Vapor- Chan ", hot mopped. Membrane: — "Versa -Cap FR ", hot mopped. SINGLE PLY MEMBRANE SYSTEMS http: / /database.ul. cam /cgi- bin/XYV /template /LISEXT /1 FRAME /showpage.html ?name =T... 5/19/2011 TGFU.R3225 - Roofing Systems Page 7 of 15 Unless otherwise indicated, these constructions may utilize any thickness of perlite, glass fiber, polyurethane, isocyanurate, combination isocyanurate /perlite or polyurethane /perlite insulation hot mopped or nailed. Wood fiber insulation is a suitable substitute on noncombustible decks only. Unless otherwise indicated, the membranes used in the systems described below are of the modified bitumen type. The following products are suitable alternates to all currently Listed "FR" products: "Awaplan Premium Plus ", "Awaplan 170 Plus ", "Versa -Cap Plus" and "Versa -Base Plus ". Monsey's "MBA Gold ", Henry "No. 200" or GEO Industries "No. 902 ", Karnak "No. 81 ", "Tam -Pro CPA SBS" or "Vector Premium SBS Adhesive" cold applied adhesives are suitable alternates for hot mopping or heat welding any of the following Single Ply Membrane Systems. "Tam -Pro Fire Rated Fihrated Aluminum Roof Coating" may be utilized in any of the following Single Ply Membrane Systems that contain "Awaplan Premium ", "Awaplan Premium FR ", "Awaplan 170 ", "Awaplan 170FR ", "Awaplan Versa- Smooth ", "Awaplan Heat Weld ", "AwaFlex ", "AwaFlex FR" or "Versa - Flex ". Versa -Base is a suitable alternate to Versa -Base FR in any of the following systems. Class A - Ballasted 1. Deck: NC Incline: 1 Base Sheet: — One or more Type G2 base sheet "Vent -Ply ", "Vapor- Chan ", "43 Ib. Base ", "Tam Ply IV" or "Glass Base" or Type G1 ply sheet "Tam -Glass Premium ", hot mopped. Membrane: — "Awaplan Premium" (modified bitumen), hot mopped "Awaplan Heat Weld" (modified bitumen), heat fused or "Awaplan Versa Smooth ", hot mopped or heat welded. Surfacing: — Gravel, crushed stone or slag in a flood coat of hot roofing asphalt or laid loosely, 2. Deck: NC Incline: 1 Base Sheet (Optional): — Type G2 "Vent- Ply ", Type G1 "Tam -Glass Premium" or "Tam Ply IV ", hot mopped. Membrane: — "Awaplan Versa - Smooth ", (modified bitumen), hot mopped and 1 or more layers Type G1 ply sheet "Tam -Glass Premium" or "Tam Ply IV ", hot mopped. Surfacing: — Gravel in flood coat of hot roofing asphalt at 60 lb /sq. 3. Deck: C -15/32 (with joints blocked) Incline: 1/4 Base Sheet: — Type 15 asphalt organic felt "43# Base Sheet ", nailed. Insulation: — 1 -1/2 to 2 -1/2 in. perlite, wood fiber, fiberglass or Apache /Celotex isocyanurate. Base Sheet: — One or more of the following: Type G2 "Glass- Base ", "Vent -Ply "; Type G1 "Tam -Glass Premium ", "Tam -Ply IV" or "Vapor - Chan", spot attached. Membrane: — "Awaplan Premium ", "Awaplan 170 ", "Awaplan Versa - Smooth ", hot mopped or "Awaplan Heat Weld', torch applied. Surfacing: — "Tam -Cap" gravel or crushed stone at 500 lb/sq or crushed slag at 375 lb/sq in a flood coat of hot roofing asphalt or laid loosely, 4. Deck: NC incline: 1 Base Sheet: — Type G2 "Vent- Ply ", "Glass- Base ", "Vapor- Chan ", Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. PIy Sheets: — One or more Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Membrane: — "Awaplan Premium" (modified bitumen), hot mopped. Surfacing: — Gravel. 5. Deck: 3/4 Incline: 1/4 Base Sheet: — Type G1 "Tam -Glass Premium ", Type G2 "Glass- Base ", "43# Base Sheet" or "Vent- Ply, ", nailed or sprinkle mopped. Membrane: — "Awaplan Premium ", granule surface hot mopped in place. "Awaplan Versa- Smooth ", "Awaplan Heat Weld" or "Awaplan Versa - Flex ", (modified bitumen), hot mopped or torch applied. Surfacing: — Gravel. 6. Deck: C -15/32 Incline: 3 Base Sheet: — Type G1, G2, 15 or 30 sheet. Membrane: — "Tamko APP /S" (modified bitumen). Surfacing: — River bottom stone (1/2 to 2 -1/2 in. diam) at 1000 Ibs per sq. 7. Deck: NC Incline: 3 Insulation (Optional): — Any UL Classified. Base Sheet: — Type G1, G2, 15 or 30 sheet. http: / /database.ul.com /cgi- bin /XYV /template /LISEXT /1 FRAME /showpage.html ?name =T... 5/19/2011 TGFU.R3225 - Roofing Systems Page 8 of 15 Membrane: — "Tamko APP /S" (modified bitumen). Surfacing: — Gravel applied loosely or in hot roofing asphalt. 8. Deck: C -15/32 Incline: 2 Insulation: — Perlite, 3/4 to 3 min, polyisocyanurate, 4 in. max, polystyrene, 3 in. max covered with perlite, I in. max. Base Sheet: — Type G2 or 15. Membrane: — "Tamko APP /S" (modified bitumen). Surfacing: — Concrete pavers, 10 Ibs /sq ft. min, 1/8 in. spacing between pavers max. 9. Deck: C -15/32 Incline: 3 Membrane: — "Tamko APP /S" (modified bitumen), heat welded. Slip Sheet (Optional): — Dry inorganic glass fiber mat. Insulation: — Dow Chemical "Styrofoam PD, RM, SM, TG, Grayboard" or "Styrorib" (plastic), 1 in. min. Scrim (Optional): — "Fabrene ", International Paper "D680" or "Rufon Polypropylene Scrim ", 2 oz /yd. Surfacing: — Crushed stone or river bottom stone (3/4 to 1 -3/4 in. diam), 1000 Ibs /sq. concrete blocks 10 Ib /sq min, spread not more than 1/8 in. apart or T Clear "Lightguard" panels surfaced with 5/16 in. min concrete mortar, butted together. Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Polyisocyanurate, urethane, glass fiber, perlite or wood fiber, any thickness, hot mopped or mechanically fastened. Base Sheet: — "Tam -Glass Premium ", mechanically fastened. Ply Sheet: — "Tam -Pro Nail Base ", mechanically fastened. Membrane: — "Tam -Pro SA 170 Cap FR ", self adhered. Class B 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Polyisocyanurate, urethane, glass fiber, perlite or wood fiber, any thickness, hot mopped or mechanically fastened. PIy Sheet: — "Tam -Pro Nail Base ", mechanically fastened. Membrane: — "Tam -Pro SA 170 Cap FR ", self adhered. Class C 1. Deck: NC Incline: 1/2 Insulation (Optional): — Polyisocyanurate, urethane, glass fiber, perlite or wood fiber, any thickness, hot mopped or mechanically fastened. Base Sheet: — "Tam -Pro SA Base Commercial ", self adhered. Membrane: — "Tam -Pro SA 170 Cap FR ", self adhered. Class A - Fully Adhered 1. Deck: NC Incline: 1/4 Base Sheet: — One or more layers of the following Type GI "Tam -Ply IV "; Type G2 "Glass- Base ", "Vent -PIy" or Type G1 "Tam -Glass Premium ", hot mopped, or Type G2 "Vapor- Chan" venting base sheet, spot attached. Base Sheet (Optional): — Type 15 asphalt organic felt or "43# Base Sheet ", hot mopped. Membrane: — "Awaplan Premium" (modified bitumen), hot mopped or "Awaplan Heat Weld ", heat welded (modified bitumen). Surfacing: — Monsey "Asbestos Fibered Asphalt Emulsion" at 3 gal /sq. Optionally, No. 11 roofing granules at 25 lb/sq may be embedded in wet coating, "Tamko Fibered Aluminum Roof Coating" at 1 -1/2 gal /sq, Karnak Chemical "No. 97AF" at 1 -1/2 gal /sq, "Tam. Pro FR Aluminum Roof Coating - Asbestos Free ", 1 -2 gal /sq or gravel. 2. Deck: C -15/32 (with joints blocked) Incline: 1/4 Base Sheet: — Type 15 asphalt organic felt "43# Base Sheet ", nailed. Insulation: — 1 -1/2 to 2 -1/2 in. perlite, wood fiber, fiberglass or Apache /Celotex isocyanurate. Base Sheet: — Type G2 "Glass- Base ", "Vent -Ply" or "Vapor- Chan" venting base sheet, spot attached. Membrane: — "Awaplan Premium ", "Awaplan 170 ", "Awaplan Versa - Smooth ", hot mopped or "Awaplan Heat Weld ". Surfacing: — Type G3 cap sheet "Tam-Cap", hot mopped or Grundy's "Fibered Asphalt Emulsion" at 3 gal /sq or Karnak Chemical Corp. "No. 97AF" at 1 -1/2 gal /sq. 3. Deck: NC Incline: 3/4 http: / /database.ul. com /egi- bin/XYV /tempi ate: /LI SEXT/ 1 FRAME /showpage.html ?name =T... 5/19/2011 TGFU.R3225 - Roofing Systems Page 9 of 15 Insulation (Optional): — Perlite, glass fiber, wood fiber, phenolic, isocyanurate, urethane, polystyrene, any combination, any thickness mopped in place. Base Sheet: — One or more layers of the following base sheets: "Tam -Glass Premium ", "Tam -Ply IV ", "Vapor- Chan ", "Glass- Base ", "43# Base Sheet ", "Vent -Ply ", "Awaplan Premium Smooth FR" or "Versa Base" mechanically fastened or hot mopped in place. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa -Cap FR ", hot mopped in place. 4. Deck: NC Incline: 1 Insulation (Optional): — Perlite, glass fiber, wood fiber, isocyanurate, urethane, polystyrene, any combination, any thickness, mopped in place. Base Sheet: — Two or more layers of the following base sheets: "Vent- Ply ", "Tam -Glass Premium ", "Tam -ply IV ", "Vapor- Chan ", "Glass - Base", "43# Base Sheet ", "Versa- Base ", hot mopped in place. Cap Sheet: — "Versa -Cap FR ", hot mopped in place. 5. Deck: NC Incline: 2 Insulation (Optional): — Perlite, glass fiber, wood fiber, phenolic, isocyanurate, urethane, polystyrene, any combination, any thickness, mopped in place. Base Sheet: — One or more layers "Versa- Base ", hot mopped in place. Cap Sheet: — "Versa -Cap FR ", hot mopped in place. 6. Deck: NC Incline: 1 Insulation: — Perlite, glass fiber, wood fiber, phenolic; isocyanurate, urethane, polystyrene, any combination, any thickness, mopped in place. Base Sheet: — One or more layers "Versa- Base" or "Versa - Flex ", hot mopped in place. PIy Sheet (Optional): — One or more layers "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped in place. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" . "Versa -Cap FR ", hot mopped in place. 7. Deck: NC Incline: 1/4 Insulation: — Perlite, wood fiber, glass fiber, polyurethane, isocyanurate combination isocyanurate /perlite or polyurethane/ perlite any thickness, hot mopped in place. Base Sheet: — One or more of the following: "Tam -Glass Premium" or "Tam -PIy IV ", hot mopped in place. Membrane: — "Awaplan Premium ", "Awaplan 170 ", "Awaflex" or "Versa - Flex ", hot mopped in place or "Awaplan -Heat Welding" heat fused or "Awaplan Versa - Smooth ", hot mopped or heat fused. Surfacing: — Grundy "Fibered Aluminum Roof Coating" applied at 1 -1/2 gal /sq, Pure Asphalt "Fibered Asphalt Emulsion Roof Coating" applied at 3 gal /sq, "Tam -Pro FR Aluminum Roof Coating- Asbestos Free ", 1 -2 gal /sq or Karnak Chemical "No. 97AF" at 1 -1/2 gal /sq. 8. Deck: C -15/32 Incline: 1/4 Insulation: — Perlite, wood fiber, glass fiber min. 1 in. thick, hot mopped in place. Base Sheet (Optional): — One or more layers "Glass - Base ", hot mopped in place. Base Sheet: — One or more layers "Versa Base FR ", hot mopped in place. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa Cap FR ", hot mopped in place. 9. Deck: 15/32 Incline: 1/4 Insulation (Optional): — Fiber glass, foam glass, any thickness. Base Sheet: — "Versa -Base FR ", hot mopped in place. Base Sheet: — "Tam -Glass Premium ", hot mopped in place. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa -Cap FR ", hot mopped in place. 10. Deck: 15/32 Incline: 1/4 Insulation: — Perlite, wood fiber, min 1 in. thick, hot mopped in place. Base Sheet: — "Versa -Base FR ", hot mopped in place. Base Sheet: — "Tam -Glass Premium ", hot mopped in place. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa -Cap FR ", hot mopped in place. 11. Deck: 15/32 Incline: 1/4 Insulation (Optional): Perlite, fiber glass, foam glass, any thickness. Base Sheet: — "Versa -Base FR ", hot mopped in place. Base Sheet: — "Tam -Glass Premium ", hot mopped in place. Membrane: — "Versa -Cap FR ", hol: mopped in place. 12. Deck: 15/32 Incline: 1/4 http: // database. ul. com /cgi- bin/XYV /template /LISEXT /1 FRAME /showpage.html ?name =T... 5/19/2011 TGFU.R3225 - Roofing Systems Page 10 of 15 Insulation: — Perlite, wood fiber min 1 in. thick, hot rnopped in place. Base Sheet: — "Versa -Base FR ", hot mopped in place. Base Sheet: — "Tam -Glass Premium ", hot mopped in place. Membrane: — "Versa -Cap FR ", hot mopped in place. 13. Deck: 15/32 Incline: 1/4 Insulation (Optional): — Perlite, glass fiber, wood fiber, hot mopped in place. Base Sheet: — Two or more layers of the following base sheets: "Tam- Glass ", "Tam -Ply IV ", "Vapor- Chan ", "Glass- Base ", "Versa- Base" or "Versa -Base FR ", hot mopped or mechanically fastened in place. Membrane: — "Awaplan Premium FR" or "Awaplan 170 FR ", "Awaflex FR ", "Versa -Cap FR ", hot mopped in place. 14. Deck: NC Incline: 1 -1/2 Insulation: — Polyisocyanurate, glass fiber, perlite wood fiber, hot mopped or mechanically fastened, any thickness. Base Sheet: — Type G2, mechanically fastened, hot mopped or adhered with Henry "No. 200" or GEO Industries "No. 902 ", at 1 -1/2 gal /sq. Membrane: — "Awaplan Premium ", "Awaplan 170 ", "Awaflex" or "Awaplan -Heat Weld ", heat fused in place or adhered with Henry "No. 200" or GEO Industries "No. 902 ", at 1 -1/2 gal /sq. Surfacing: — Henry "Henry 520 Aluminum ", at 1 -1/2 gal /sq, 15. Deck: NC Incline: 1 -1/2 Insulation: — Perlite, wood fiber, glass fiber, any thickness, hot mopped in place. Base Sheet: — One or more layers "Glass- Base ", "Tam -Glass Premium" or "Tam -Ply IV ", hot rnopped in place. Base Sheet (Optional): — One or more layers "Versa- Base ", hot mopped in place. Membrane: — "Versa -Cap FR ", hot mopped in place or adhered with Henry "No. 200" or GEO Industries "No. 902 ", at 1 -1/2 gal /sq. 16. Deck: C -15/32 Incline: 1/2 Base Sheet: — One or more plies Type -G2 "Glass- Base" or "Vapor- Chan ", mechanically fastened in place. PIy Sheet: — One or more plies "Versa- Base" or "Versa -Base FR ", adhered with the Henry "No. 200 Adhesive" at 141/2 gal /sq or Geo Industries No. 902 at 1 -1/2 gal /sq. Cap Sheet: — "Versa -Cap FR ", adhered with the Henry "No. 200 Adhesive" at 1 -1/2 gal /sq or GEO Industries No. 902 at 1 -1/2 gal /sq. 17. Deck: NC Incline: 1/2 Insulation: — Perlite, woodfiber, cellular glass, fiberglass, ISO, EPS any combination, any thickness, hot mopped, Mechanically fastened or cold applied. PIy Sheet: — One or more plies "Versa- Base" or "Versa -Base FR" adhered with "Henry No. 200 adhesive" at 1 -1/2 gal /sq. or GEO Industries "No. 902" at 1 -1/2 gal /sq. Cap Sheet: — "Versa -Cap FR" adhered with Henry "No. 200" or GEO Industries "No. 902" at 1 -1/2 gal /sq. 18. Deck: NC Incline: 2 Insulation (Optional): — Woodfiber, perlite, isocyanurate, fiberglass, cellular glass, basalt. Base Sheet (Optional): — Type G2 base sheet, mechanically fastened. Membrane: — "Awaplan Versa Smooth" and surfaced with "Versa Cap FR ", hot mopped in place. 19. Deck: C -15/32 Incline: 1/4 Insulation: — Perlite, fiberglass, cellular glass, mineral wool, 2 in. thick min. PIy Sheet: — Type G1 or G2 base sheet, mechanically fastened. Membrane: — "Awaplan Premium FR ", "Awaplan 170 ER ", "Awaflex FR ", "Versa Cap FR ", hot mopped. 20. Deck: C -15/32 Incline: 1/4 Base Sheet: — One ply "Glass- Base ", mechanically fastened. Insulation: — One layer 1.4 in. of polyisocyanurate followed by one layer of 1/2 in. perlite or woodfiber, mechanically fastened or hot mopped. Ply Sheet: — One ply "Tam- Glass" Premium ", hot mopped. Ply Sheet: — One ply "Versa- Base ", hot mopped. Membrane: — One ply "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa -Cap FR ", hot mopped. 21. Deck: NC Incline: 1/2 Insulation: — Polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, glass fiber or perlite, any thickness. Base Sheet: — Type 15 or G2. http :1/database. ul.com/cgi-bin/XYV/template/LISEXTRFRAME/showpage.html ?name—T... 5/19/2011 TGFU.R3225 - Roofing Systems Page 11 of 15 Membrane: -- Speedweld GP or Speecweld SP (modified bitumen), heat welded. Surfacing: •— Kokem Products "Sunguard Acrylic Roof Coating" at 1 gal /sq• 22. Deck: C -15/32 Incline: 1/2 Insulation: — Two or more layers (staggered joints) polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, glass fiber, phenolic or perlite, any thickness. Base Sheet: — Type 15 or G2. Membrane: — Speedweld GP or Speedweld SP (modified bitumen), heat welded. Surfacing: — Kokem Products "Sunguard Acrylic Roof Coating" at 1 gal /sq. 23. Deck: NC Incline: 1/2 Insulation: — Polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, glass fiber, phenolic or perlite, any thickness. Base Sheet: — Type 15 or G2. Membrane: — Speedweld GP or Speedweld SP (modified bitumen), heat welded. Surfacing: — Kokem Products "Sunguard Acrylic Roof Coating" at 1 gal /sq. 24. Deck: C15/32 Incline: 1 Insulation: — Perlite, wood fiber or glass fiber, 1 in. mechanically fastened. Ply Sheet: — Type G2, mechanically fastened. Membrane: — Speedweld SP, heat welded. Surfacing: — Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Coating ", 1.5 gal/sq. 25. Deck: NC Incline: 1 Insulation (Optional): — Polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickness. Base Sheet: — Type G2, mechanically fastened or hot mopped. Membrane: — Speedweld GP or Speedweld SP (modified bitumen), heat welded. Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1 -2 gal /sq. 26. Deck: NC Incline: 1/2 Insulation: — Polyisocyanurate, glass fiber, perlite or wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: — Type G2 or Polyglas "Elastobase ", mechanically fastened or adhered with hot roofing asphalt. Membrane: — Speedweld GP or Speedweld SP (modified bitumen), heat welded. Surfacing: — Gilsonite "No. 135 Fire Retardant Aluminum Coating ", 1 -1/2 gal /sq. 27. Deck: NC Incline: 1 Insulation: — Cellular concrete, gypsum concrete, vermiculite concrete, perlite concrete or structural concrete. Primer: — Not UL Classified as required by manufacturer. Membrane: — Speedweld GP or Speedwelcl SP. Coating: — Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Codting", at 1.5 gal /sq. or Grundy Industries "al MB Aluminum Roof Coating ", 1 -2 gal /sq. 28. Deck: NC Incline: 1 Insulation (Optional): — Any thickness, one or more layers UL Classified perlite, wood fiber, glass fiber, polyisocyanurate, polyisocyanurate /composite, EPS /wood fiber, EPS /perlite, EPS /composite or Partek Insulation "PAROC" roof insulation. Base Sheet: — One or more layers Type G1 or G2. Membrane: — One or more layers Speedweld GP or Speedweld SP (modified bitumen), heat fused. Surfacing: — Fields "F530 Heat Shield Aluminum Coating" or "F630 Heat Shield Fibered Aluminum Coating ", 1 -1/2 gal /sq. 29. Deck: C -15/32 Incline: 2 Barrier Board: — G -P Gypsum DensDeck®, 1/4 in., mechanically fastened. Insulation: — Any combination, any thickness, hot mopped or mechanically fastened. Polyisocyanurate, wood fiber, glass fiber, cellular glass or rockwool. Base Sheet: — One ply Type G2 or "Versa- Base ", hot mopped or mechanically fastened. Membrane: — "Versa -Cap FR" (modified bitumen), hot mopped. 30. Deck: C -15/32 Incline: 2 Barrier Board: — G -P Gypsum DensDeck ®, 1/4 in., mechanically fastened. Base Sheet: — "Moisture Guard Plus" self adhering membrane. May be used with an asphalt primer. http : / /database.ul.com /egi- bin/XYV /template: /LISEXT /1 FRAME /showpage.html ?name =T... 5/19/2011 TGFU.R3225 - Roofing Systems Page 12 of 15 Membrane: — "Versa -Cap FR" (modified bitumen), hot mopped. 31. Deck: NC Incline: 1/4 Insulation — Any polyisocyanurate, perlite, glass fiber, any thickness mechanically fastened. Base Sheet: — "Vent Ply ", "Tarn -Glass Premium ", "Tam -Ply IV ", "Vapor- Chan ", "Glass- Base ", "43# Base Sheet" or "Versa- Base ", adhered with "TAM -PRO M3 Adhesive" adhesive at 1 gal per sq. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR ", "Versa -Cap FR ", "Awaplan Premium ", "Awaplan 170 ", "Awaflex" or "Awaplan -Heat Weld" adhered with "TAM -PRO M3 Adhesive" adhesive at 1 gal per sq. 32. Deck: C -15/32 Incline: 1/4 insulation: — Any polyisocyanurate, perlite, glass fiber, 1 in. min thickness, mechanically fastened. Base Sheet: — "Vapor- Chan" or "Glass-Base", adhered with "TAM -PRO M3 Adhesive" adhesive at 1 gal per sq. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR ", "Versa -Cap FR ", adhered with "TAM -PRO M3 Adhesive" adhesive at 1 gal per sq. 33. Deck: NC Incline: 1/2 Insulation: — Glass fiber, perlite or wood fiber, 1 -1/2 in. max. Base Sheet: — Type G1, G2, 15 or 30 sheet. Membrane: — "Tamko APP /S" (modified bitumen). Surfacing: — Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Non - Asbestos Aluminum Roof Coating" at 1 to 2 gal /sq. 34. Deck: NC Incline: 1 -1/2 Insulation (Optional): — Perlite, glass fiber, perlite /EPS composite, polyisocyanurate, perlite /polyurethane composite, phenolic or wood fiber, any thickness. Base Sheet: — Type G2. PIy Sheet (Optional): — Type G1 or G2. Membrane: — "Tamko APP /S" (modified bitumen). Base Coat (Optional): — Thermo Materials "202 HS" at 1 -2 gal /sq. Surfacing: — Two coats Thermo Materials "Super Prep II" at 1 -2 gal /sq /coat or one coat at 2 -3 gal /sq when base coat is used. 35. Deck: NC Incline: Unlimited Insulation (Optional): — Perlite, polystyrene, polyurethane, perlite /polyurethane composite, glass fiber or polyisocyanurate, any thickness. Base Sheet: — Type G2. PIy Sheet (Optional): — One or more layers asphalt coated glass fiber or modified bitumen coated glass fiber. Membrane: — "Tamko APP /S ", (modified bitumen). Base Coat: — Thermo Materials "202 HS" at 2 gal /sq with fine gravel spread over wet coating at 150 lb /sq. Surfacing: — Thermo Materials "Thermo Compound /Thermo #101 Concentrate' coating mixed 50 Ib dry mix, 5 gal water and 1/2 gal concentrate, applied at one square per batch. 36. Deck: C -15/32 Incline: 1 Insulation (Optional): — Perlite, polystyrene, polyurethane, perlite /polyurethane composite, glass fiber or polylsocyanurate, any thickness. Base Sheet: — Type G2. PIy Sheet (Optional): — One or more layers asphalt coated glass fiber or modified bitumen coated glass fiber ply sheets. Membrane: — "Tamko APP /S" (modified bitumen). Base Coat: — Thermo Material "202 HS" at 2 gal /sq with fine gravel spread over wet coating at 150 Ibs /sq, Surfacing: — Thermo Materials "Thermo Compound /Thermo #101 Concentrate" coating mixed 50 Ib dry mix, 5 gal water and 1/2 gal concentrate, applied at one square per batch. 37. Deck: NC Incline: 1 Insulation: — Polyisocyanurate, polyisocyanurate /perlite composite, glass fiber, wood fiber or perlite, any combination, any thickness and or EPS with min 1 in perlite or wood fiber cover. Base Sheet: — Type G2. Membrane: — "Tamko APP /S" (modified bitumen), heat welded or hot mopped. Surfacing: — Karnak 97 AF, aluminum roof coating, or Karnak No. 97 fibrated aluminum roof coating, 1 -1/2 gal /sq. 38. Deck: C -15/32 Incline: 1/4 Base Sheet: — Two plies Type G1 or one ply Type G2. Membrane: — "Tamko APP /S" (modified bitumen). Surfacing: — Karnak Chemical "Karnak 97 AF" aluminum roof coating or "Karnak No. 97" fibrated aluminum roofing coating, 2 gal /sq. http : / /database.ul.com /cgi- bin/XYV /template /I-,ISEXT /1 FRAME /showpage.html ?name —T... 5/19/2011 TGFU.R3225 - Roofing Systems Page 13 of 15 39. Deck: C -15/32 Incline: 1/2 Insulation: — Polyisocyanurate or polyisocyanurate /perlite composite, 2 in. thick min joints in insulation offset 6 in. with joints in deck. Base Sheet: — Two plies Type GI or one ply Type G2. Membrane: — "Tamko APP /S" (modified bitumen), heat welded or hot mopped. Surfacing: — Karnak Chemical "Karnak 97 AF" aluminum roof coating or "Karnak No. 97" fibrated aluminum roof coating, 2 gal /sq. 40. Deck: NC Incline: 1/2 Insulation: — Polyisocyanurate, urethane, glass fiber, perlite or wood fiber, any thickness, hot mopped or mechanically fastened. Base Sheet: — One or more plies Type G1 or G2. Membrane: — "Tamko APP /S" (modified bitumen). Surfacing: — Henry "220 Fibered Aluminum" roof coating applied at 1 -1/2 gal /sq. 41. Deck: NC Incline: 1 Insulation (Optional): — Any thickness, one or more layers UL Classified perlite, wood fiber, glass fiber, polyisocyanurate, polyisocyanurate /composite, EPS /wood fiber, EPS /perlite, EPS /composite or Partek Insulation "PAROC" roof insulatidn. Base Sheet: — One or more layers UL Classified Type G1 or G2. Membrane: — One or more layers "Tamko APP /S" (modified bitumen), heat fused. Surfacing: — Fields "F530 Heat Shield Aluminum Coating" or "F630 Heat Shield Fibered Aluminum Coating ", 1 -1/2 gal /sq. 42. Deck: NC Incline: 1/4 Insulation: — Isocyanurate, isocyanurate /composite, wood fiber, fiber glass, any thicKness, mechanically fastened. Base Sheet: — One or more layers "Versa- Smooth" or "Versa - Flex ", hot mopped. PIy Sheet: — One or more layers Type G1, hot mopped in place. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Versa -Cap FR ", hot mopped in place. Class B - Fully Adhered 1. Deck: C -15/32 Incline: 1/4 Insulation (Optional): — glass fiber, foam glass any thickness, mopped in place. Base Sheet: — "Tam -Cap" (inverted) or "Vapor- Chan ", hot mopped in place. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR" "Awaflex FR" or "Versa Cap FR ", hot mopped in place. 2. Deck: C -15/32 Incline: 1/4 Insulation: — Perlite, wood fiber, glass fiber min. 1 in,thick, hot mopped in place. Base Sheet: — "Tam -Cap" (inverted) or "Vapor- Chan ", hot mopped in place. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa Cap FR ", hot mopped in place. 3. Deck: C -15/32 Incline: 1 Insulation: — Perlite, wood fiber, glass fiber min. 1 in. thick, hot mopped in place. Base Sheet: —• One or more layers "Versa -Base FR" or "Versa- Base ", hot mopped in place. PIy Sheet (Optional) : — One or more layers "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped in place. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa Cap FR ", hot mopped in place. 4. Deck: 15/32 Incline: 1/2 Insulation: — Perlite, glass fiber, wood fiber, min. 1 in. thick, hot mopped in place. Base Sheet: — One or more layers of the following: "Awaplan Versa - Smooth ", "Tam -Glass Premium ", "Tam -PIy IV ", "Vapor- Chan ", "Glass - Base", "43# Base Sheet ", "Versa -Base FR" or "Versa- Base ", hot mopped in place. Membrane: — "Awaplan Premium FR" or "Awaplan 170 FR ", "Awaflex FR ". "Versa Cap FR ", hot mopped in place. 5. Deck: 15/32 Incline: 1/4 Insulation: — Polystyrene 1 in. thick min, mechanically fastened. Insulation: — Perlite or wood fiber 1 in. thick min, mechanically fastened. Base Sheet: — One or more layers "Versa -Base FR" or "Versa- Base" (modified bitumens), hot mopped in place. Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa -Cap FR" (modified bitumen), hot mopped in place. 6. Deck: C -15/32 Incline: 1/2 Insulation(Optional): — Glass fiber, polyisocyanurate or perlite, hot mopped or mechanically fastened, any thickness. http: / /database.ul.com /cgi- bin /XYV /template /LISEXT /1 FRAME /showpage.html ?name =T... 5/1 9/2011 TGFU.R3225 - Roofing Systems Page 14 of 15 Base /Ply Sheet: — Two or more layers "Tam -Ply IV" or "Tam -Glass Premium ", hot mopped or mechanically fastened, Membrane: — "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa -Cap FR ", hot mopped or adhered with Henry "No. 200" or GEO Industries "No. 902" at 1 -1/2 gal /sq. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Glass fiber or perlite, hot mopped or mechanically fastened, any thickness. Base Sheet: — One or more layers "Glass- Base ", hot mopped or mechanically fastened. Membrane: — "Awaplan Premium ", "Awaplan 170 ", "Awaflex" or "Awaplan -Heat Weld", heat fused. Surfacing: — Henry "Henry 520 Aluminum" at 1 -1/2 gal /sq. 8. Deck: C -15/32 Incline: 1/4 Insulation (Optional): — Glass fiber, perlite, any thickness hot mopped or mechanically fastened. Base Sheet: — One or more layers "Glass- Base ", hot mopped or mechanically fastened in place. Membrane: — One or more layers "Awaplan Premium FR ", "Awaplan 170 FR ", "Awaflex FR" or "Versa Cap FR ", hot mopped in place. 9. Deck: C -15/32 Incline: 1/4 Insulation: — Glass fiber, 1 -1/2 in. Base Sheet: — One of the following Type G2: Celotex "Vaporbar 0 -13", Owens - Corning Fiberglas, "Fiberglas Roll Rdofing No. 45 ", Lundy - Thagard Oil "No. 35 Base ", Malarkey Roofing "Premium Base Sheet ", or Consolidated Fiberglass Products, "Prebase" or "Utility Base ". Membrane: — "Tamko APP /S" (modified bitumen). Surfacing: — Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roofing Coating" at 1 to 2 gal/sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Any thickness, one or more layers UL Classified perlite, glass fiber, polyisocyanurate, polyisocyanurate /composite or Partek Insulation "PAROC" roof insulation. Base Sheet: — One or more layers UL Classified Type G2. Membrane: — One or more layers "Tamko APP /S" (modified bitumen), heat fused. Surfacing: — Fields "F530 Heat Shield Aluminum Coating" or "F630 Heat Shield Fibered Aluminum Coating ", 1 -1/2 gal /sq. Class C - Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): — Perlite, glass fiber, wood fiber, phenolic, isocyanurate, urethane, polystyrene, any combination, any thickness mopped in place. Base Sheet: — One or more layers of the following base sheets: "Tam -Glass Premium ", "Tam -Ply IV ", "Vapor -Chan Glass Base ", "43# Base Sheet ", "Vent -Ply" or "Awaplan Versa - Smooth ". Membrane: — "Awaplan Premium ", "Awaplan 170" or "Awaflex ", hot mopped in place. 2. Deck: C -15/32 Incline: 1 Insulation: — Glass fiber, perlite or wood fiber, 1 in. max. Base Sheet: — Type G2. Membrane: — Tamko APP /S 3. Deck: C -15/32 Incline: 1/2 PIy Sheet: — One or more layers Type 01 or G2, mechanically fastened. Membrane: — One layer "Peel -A -Ply" (modified bitumen), self adhered. 4. Deck: C -15/32 Incline: 1/4 Insulation: — Glass fiber, perlite or wood fiber, 1 in. max. Base Sheet: — Type G2. Membrane: — "Tamko APP /S ". 5. Deck: C -15/32 Incline: 1 Base Sheet: — One or more layers "SA Base" self adhered. Cap Sheet: — One or more layers "SA Cap" self adhered. Last Updated on 2009 -05 -18 Ouestions? Print this pang Notice of Disclaimer Paae Too http: // database. ul. com /cgi- bin/XYV /template /LISEXT /1 FRAME /showpage.html ?name =T... 5/19/2011 TGFU.R3225 - Roofing Systems Page 15 of 15 cvpvnnm© 2011 underwniteoLauvramnv Inc.® The a of a company's name or product database doe not n itself assure that products so identtfled have been UL's Follow-Up UL's .".~"`+S"°.c°.Only mmennwuusuea�nothe uL M^�shoumoem^smenru»oueu�ro and cme�munder ^em/o. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without an'm manipulation m�eov�(murmw�s).2. The mo�ment^uenwo�u�vmmeononecemno,uonso.�cm�w/mpenn/smcmonmurme"n" u,uv�m,usI^c.^,mu� appear v�accntmmeextmc�umom�a/.maumuon'mr�nnntcuma�r/v/ must mc|uuea copyright �wn��notice mmc A x,^v^v"r"/ ^,n,^ ,o'■"" '', ^ .v`oo,/'/ n'^0 ■ `.on "ou �ov~/e"o^ http://database.ul.com/cgi-bin/XYV/template/LISEXT/IFRAME/showpage.html?name—T... 5/19/2011 1,— Z?OScI CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/08/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate jrolder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in Iieu of sucjt endorsement(s). PRODUCER Occidental Risks Services, Inc 11890 SW 8st Suite 500 Miami, FL 33184 Phone (305) 433 -4068 Fax (888) 420 -6814 NAMEACT Vicky Fernandez PHONE No. Ext): (305) 433 -4068 I A/C, No): (888) 420 -6814 ADDRESS: vicky@occidentalrisks.com INSURERS) AFFORDING COVERAGE NAM */ INSURER A : Accident Insurance Company INSURED Oroni Inc 14040 NW 6 Court North Miami, FL 33161 (305) 685 -0412 INSURER B : 11/10/2012 INSURER C : EACH OCCURRENCE INSURER D : PREMISESO(EaE u rence) INSURER E : 0 COMMERCIAL GENERAL LIABILITY ❑ CLAIMS -MADE V OCCUR INSURER F : $ 5,000.00 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PER OD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED'OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURAN geE Z ADDLSUBR INSR WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERAL UABIUTY CPP 0006852 00 11/10/2012 11/10/2013 EACH OCCURRENCE $ 1,000,000.00 PREMISESO(EaE u rence) $ 100,000.00 0 COMMERCIAL GENERAL LIABILITY ❑ CLAIMS -MADE V OCCUR MED EXP (Any one person $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PRO ❑ LOC JFCT PRODUCTS - COMP /OP AGG $ 2,000,000.00 $ AUTOMOBILE LIABILITY OMBINdED SINGLE LIMIT (Ea accident) $ • ANY AUTO ❑ AUTOS OWNED ❑ A OS ULED HIRED AUTOS N -OWNED ❑ ❑ A OS ❑ . BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ ❑ UMBRELLA LIAB ❑ ( 1CCUR ❑ EXCESS LIAB ❑1LAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $' $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE NIA • TORY LIMIITS • ER E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED' (Mandatory In NH) n E.L. DISEASE - EA EMPLOYE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOQATIONS / VEHICLES (Attach ACORD 101, Addttional Remarks Schedule, it more space Is required) General Contractor CERTIFICATE HOLDER CANCELLATION Village Of Miami Shores Building Dept. 10050 N.E. 2nd Avenue Miami Shores, Fl. 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE __ "'� ACORD 25 (2010/05) QF © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 7/z/57-- it/gir Permit o: 12 -2059 Job Name: July 5, 2012 Miami Shores Village Building Department Building Critique Sheet Patio revision 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide approval from Miami Dade County Health Dept. (DOH /HRS) Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 ---`a3(59 IVI iami Shores Viiiage Building Department RECEIPT DATE: g 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 o Contractor o Owner Architect Picked up 2 sets of plans and (other) Address: Nry From the buildin• . men o is date in order to have corrections done to plans And /o •et County stamps. I under and that the plans need to be brought back to Miami ores Village Building Depart►► t to continu- `mitt' .rocess. Acknowledged by: PERMIT CLERK Ae /-rtfr_d TIAL. RESUBMITTED DATE: l ,3 PERMIT CLERK INITIAL: e Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 IL BU DING PERMIT APPLICATION Permit Type:I UILDING JOB ADDRESS: r tf1/45.e l b .Lfr-- City: Miami hores County: Folio/Parcel #: j!,3?-0 Co• ° X13 ` 0 Is the Building Historic ally Designated: Yes RECEt IED OCT O 4 201 �(FBC X20 Permit No. RF `'1 ° '7 45-- Master Permit No. " 1 t ` XS 7 ROOFING Zip: 37f Miami Dade NO Flood Zone: OWNER: Name (Fee Simple Titleholder) 1-3 `— Zil Z Phone#: Address: City: Tenant/Lessee Name: Email: State: Zip: Phone #: CONTRACTOR: Company Name: -1 Fl d' Cr— 5/5445 / NC, Phone #: Address: 66 N.(4) /01 City: /' a lea Yi'1 f State: Qualifier Name: Tavt er `v ` NCZ' State Certification or Registration #: - Contact Phone #: 3 a S 75y' .5-5 Sy Email Address: DESIGNER: Architect/Jngineer: 3o5 7S v-55-5y Zip: 33 (5 0' Phone #: 3o S 754/ ✓`S%�f CC OS$3 Z Certificate of Competency #: Miami (0001systorngAla too. Coiv) Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type ' or , . • Alt; Mon � teration. UNew URepair/Replace °Demolition . i:s �s4u9 f 'mod° '"J '70-D -TLS f lucr -LL r 1SL' Desc tnlaa©f Wine:- � +�W� rr,�r.�._ al OS, .+6I MA mv��cs� srro r . Color thru tile: * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * *** *Fee 7****************************************** Submittal Fee $ Permit Fee $ 5 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for El .F.CTRIC WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500. the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochuie will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent i he foregoing instrument was acknowledged before me this 2- day of l & . 20 eby F�CIa�.J who is personally known to me or who has produced P f1- C� DP p1 As identification and who did take an oath. NOTARY PUBLIC: fA�I r Sign '. 4%46 .-I! 3" F.I4 Ce ?6 4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES w3 19 ?V Florida Building Code Edition 2007 H gh-Velocity Hurricane Zone Uniform Permit Application Form. SActinn D (StpAp Sloped Roof SystArn) Roof System Manufacturer: 100696 aaTiP6 Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations). 15'1 1,4 P2: Zz • 2 ( P3: 2-7Z Maximum Design Pressure (From the ProdvicA Approval Specific System): Ceib 7' Roio/f Slope: : 12 Deck Type: Type Underlayment: Insulation: Fire Barrier: Fastener Type & Spacing: Adhesive Type: Rill'? Wren 1qc7714 "b2:2_& ryPe.X 1-31 'a f Mean Roof Height: 1-10- 1 (IL(' a- s Cosztte-C fai-0 C2C-r-11 VotADflo 114((eo Type Cap Sheet: Roof Covering: APPRO\/ED A9714 b>.219 ,I3ogigc act Opeedova-9er) &pork ttooF e-o-v-6-0,LAT-4k Type & Size Drip Edge: BLDG DEPT SUBJECT , 0 cr_n,i PI lin•IrE WI rH Al 1 FF.DERAL N L,cliN { FiLLES AND REGULATIONS FLO gIDA BUILDING CODE,--,BUILDING- ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. SS antkit a..E.. 1da_Calntilations) Fcir Mnmcnt based tiic systems, choose either i4lethod 1 or 2 Compare the values ror Mr with the values iron M. If the Mr values are greater than of equal to tilt: 1, 'a duct, for each area of the roof, then the tilt attar Itment method is acceptable. Method 'Moment I3 ased 1ii<, Calculations Pir 12.AS 127' (I't:�_icJ `x i .12 rr /8 . / !. �l . . Mg /,� = Mrl 3, ? Product Approt.•a1 Mr � J' Product Approval MI 31' E'axlucr Approval Mr 3%_._.45 (I,:_.!�. ?tJ. lo .��.yy�).mg /-��._J94Mr^ .7 9 m ,Methodb2 'Simplified'1"deCalculations Per Table Eiclow' Retired Moment or Resistance (Mr) From l'ahlc I3cI o' M1 re • uired Moment Resistance* Mean Roof Height - Roof SIope 15' 20' 25' 30' 40' 2:12 34.4 36 5 312_..._ 39.7 .42.2 3:12 32.2 34.4 38.0 9.8 4:12 30 4 32 2 ____33.8 37 1_, 5:12 28.4 301 31.6 32.8 4.9 6.12 26.4 28 0 29.4_...__. 30.6 4..r 7:12 24.4 26:9 .27.1 -28.2_ .Q,(L 'Must he used in conjunctitnn with a Ii.st of morncnt hascd tle system; endorsed by the Iiroward County Board ul RuleN and Appeals. For_ Uplift based rite Systettts use Method 3. Compared the values for F' with the values for Fr. If the t ' enI rs me greater than orequnt to the Fr value.. for each ar a of the roof, then Mc the attachment method i,s acceptable. Method 3 "Mont: nt Ba.ed Tlc Calculations Per RAS 127" tYl Product Approval I'' _ ^--- (P,: _ .._ x L = ,._..._.__. >: w _.._.._) • N':..__...._.. x cos H - -- --._. 1 Product Approval I'• ascription Symbol Where to Obtain Information Dcnigrt pressure PI. or P2 or P3 Mean _Roof i Iciglit Roof Slope hl Where to find RAS 127 Table 1 or by an engineering analysis ptcpared PE based on ASCE 7 Job Site Job Site Aerodynamic Multiplier :! Product Approval Restoring Moment due to Gravity Mg Product Approval .Attachment Resistance Mt Pmduct i pproval Required Moment Resistance Mp Calculnted A4inimum At nchttient tesistancc _ F' Product Approval _:ftrirrc�<1;UPIifIRcsi�cfrtcc _.._.._...;r_...__._..._._G : atculalc<1._.._.___._. Average'1'ile Weigh. s1,.. ..__,_.,1!roduct.AjtJ,rrt9t __„____._...._.__._.._._._._,_ L= Ienet Tile Dimension, W lt _ v idth f roduct Approval Aljpateulations must be subti itted to the building official :n the time of permit application. FLORIDA BUILDING COD£ — BUILDING MI tUtOViimiP t OCT 't 012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, I,LC 7575 Irvine Center Drive, Suite 100 Irvine, CA 9261$ MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strut, Room 208 Miami, Florida 33175 -2474 T(786)315-2590 F (786) 315 -2599 ww w.tniamidade.eov jotra SCOPE: This NOA is being issued under the applicable rules and regulations governing documentation submitted has been reviewed and accepted by Miami -Dade Cou to be used in Mimi Dade County and other areas where allowed by the Autho als. The of Section This NOA shall not be valid after the expiration date stated below. The Miami- % loltt}/~ r. Luc Gdntrol Section (In Miami Dade County) and/or the AH7 (in areas other than Miami Dade County) reserve Elie right have this product or material tested for quality assurance purposes. If this product or material fails to perform Y �n the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miarpi -Dade County Product Control Approved ". unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively atTecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NQA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#07- 0220.04 and consists of pages 1 through 7. The submitted dpcumentation was reviewed by Alex Tigera. I f Fr C` FD NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub- Catezopv:. Roofing Tiles Material: Concrete Deck Tyne: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Apali4Ent Barcelona 900 Trim Pieces Dimensions 1= 17" w = 13" 'l2" thick Length: varies Width: varies varying thickness Test Specifications TAS 112 2.1 MANUFACTURING LOCATION 2.1.1. Lgtke Wales, FL. 2.2 SUBMITTED EVIDENCE: Tgst Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies APPPkCVED TAS -112 Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix 11 P0402 Letter Dated Aug. 1, 1994 Product Description High profile, interlocking, one - piece, S' shaped, high - pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 NOA No.: 12 -0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 7 Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers PPPf!OVED 3 P0631 -01 1C- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 25- 7688 -4 520 i 11 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 122 Wind Tunnel Testing TAS 108 (Mortar Set) Physical Properties TAS 112 TAS 101 (Adhesive Set) TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Clips) Static Uplift Testing TAS 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25-7804b-8 25- 7804 -4 & 5 25- 7848 -6 Restoring Moments Due to Gravity TAS 112 July 1994 Feb. 1995 June 1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 February 2007 January 2007 NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Barcelona 7900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile a. (ft) Batten Application 2. (ft3) Direct Deck Application Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity - MI (ft-Ibf) Tile Profile 24:12" 3 ":12" 4 " :12" 5 ":12" 6 ":12" 7 ":12" or greater Barcelona 900 Batteris Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.28' 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 9E 0 2 -10d Rini Shank Nails 28.6 41.2 19.4 _ 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29,3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive 66.5' 29.32 1 See manufactures component approval for installation requirements. 3 large giddy placement of 63grams of PolyPro'n". 2 Dow Ch¢mical TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. `Table 6: Attachment Resistance Expressed as a Moment - MI (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 000 Polyfoam PalyPr& ni 66.5' Polyfoam PolyProm' 38.74 3 large giddy placement of 63grams of PolyPro'n". 4 Medium paddy placement of 24grams of PalyProM. ' Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set' 24.5' 5. Tile-Tie Roof Tile Mortar APPROVED NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 5 of 7 LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 0.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evacuate the installation of this system. NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6of7 PROFILE DRAWING NAIL HOLES BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE Co • le 15.14..V.A.J.11 ; APPROVED NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 C� I 2 ©5`1 Inspection Number: INSP- 182098 Permit Number: RF -4 -12 -725 Scheduled Inspection Date: November 29, 2012 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (917)826 -6492 Parcel Number 1132060131430 Building Department Comments NEW ROOF FOR ADDITION Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 172689. No ladder. NB cc November 28, 2012 For Inspections please call: (305)762 -4949 Page 18 of 25 Lab Report No. 120798 FLOM ' � ' TEC Providing Solutions to the Roofing Industry C.A. #: 26095 Lab Certificate: 09- 0715.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS.: 77 NE 100 St. Miami OWNER: CONTRACTOR Oroni TILE TYPE: Spanish "S" ATTACHMENT: Polyfoam • PERMIT No: RF 412725 ROOFING SQUARES :: 30 ROOF PITCH: 4:12 INSPECTOR INITIALS: AB TEST DATE: 10/19/2012 • Testing Equipment: ui • ital unamion uric Zuu 1 GAL I ti•u,•LLIV„ r era�eao.>.a • ruu• •y ..... . No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -9 Passed 40-41 Passed 10-19 Passed 20 -29 Passed 30 -39 Passed ...rrre, r,rw-srs rr a o. n A oavr% W1 t: Arr VTl r"l -mar CT. TT( T TPT .MT TN ACCC}RIIANCF. WITH MIAMT -DADE COUNTY TAS 106. • \\ 34 / x/33 35 Rev1.. 37 38 0 32 31 11 10 39 30 41 20 12 13 \ / 1g 15 5 /'22 23 \ 26 28 /27 Alberto Cardona, ' .E. -Lic #171 ' 8 10735 SW 216a' St. Unit 416 Miami, FL 33170 25\ 29 Front www.floridatec.net 8, 4 3 Tel: (305) 256 -4550 Fax (305) 256 -6833 Miami Shores Village Building Department 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 EC E VE D MAY 1.5 2012 Permit No. KF" 19`712S* Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): jj 43 —\ 1� 2 Zf t ZE Phone #: Address: 7� / " P /, ()O � City: 0\.v NA . C F► E S State: f L - Zip: WI7 E( Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO )C Flood Zone: CONTRACTOR: Company Name: M i Gs mi Raw, C.. Phone #: Address: 6, ( AL LA-) (© ( City: rt a y State: V' Qualifier Name: SPA ∎ (4- M A 21---1 N)ez- State Certification or Registration #: CCC- G STc 32Z- Certificate of Competency #: Contact Phone #: 3O �` 1 S� Email Address: r" R ri Ny Sys •leN.s @ ?Cc). • , G,rn a; rr Co DESIGNER: Architect/Engineer: Phone #: Zip: 3 3 150' Phone #: 305 7 5 4 —S s S ‘-( Value of Work for this Permit: $ /7) eL i2J Square/Linear Footage of Work: Type of Work: Addition OA1ter.:zio4 ONew ORepair/Replace Description of i J�s2� r� aVi$r - : M vii''%:'' ODemolition * * * * * * * * ***** way ***x:*x: ***** **** ***** *** *F *** ******** ** **** * ******:x*** * * *** ******** ** 6 Submittal Fee $ Permit Fee $d� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ , 'O C J Structural Review $ TOTAL FEE NOW DUE $ l,L'� a L Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all Laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this fIf The for g ing instrument was acknowledged before m- thi day of , 2 %2., by , day of Q` , 201 g , by We V aI 1?Z who is p rsonally knovgg to me or who has produced o is personally known to or who has produced Y (-lc' ON) fIL As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY �✓ /.J'�/' Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /l0/2009)(Revised 3/15/09) Permit No: 12 -725 Job Name: April 26, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1) Provide a completed owner's notification for roofing considerations form. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 05/15/2012 08:55 FAX Ij002 /002 ,.cl� v.R-o$ CERTIFICATE OF LIABILITY INSURANCE 1 ��6�° ��' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOSS NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy (les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ,. PRODUCER FRANKCRUM INSURANCE AGENCY. INC 100 S. MISSOURI AVE, CLEARWATER FL 3$756 Iurc. NANO °H °N° l laic. Na, a AU 1.800.277 -1820 x4800 tarp N.I; 727- 767 -0704 `'" apGREesc INSURERS) AFFORDING COVERAGE VAMP INSURER A' PRANK WINSTON CRUM INSURANCE, INC. 11500 INSURED FrankCrum 1-800 -277 -1620 100 S MISSOURI AVENUE CLEARWATER FL 33756 crrirPtaeetrt °-- -. -.— INSURER B., INSURER C. INSURER D: IN$uRER E H OCCURRENCE INSURER F . CITY OF MIAMI SHORES ATTN: BUILDING DEPT. 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRSSCI(YATIYE ACORD 25 (2010/05) Tfle ACORD rum and logo are registered mks of ACORD e l9Be4D1D ACORD CORPORATION. All Hghta reserved. c.,Owry ..... c: THIS IS TO CERTIFY THAT THE POLIOIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE PQUCIE$ DESCRIBED HEREIN 13 SUBJECT TO ALL THt3 TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTA TYPE OF INSURANCE ADM INSII SUER UIYD POUCY NUMBER POUCY EFF (MM/DDNY'rY) POLICY ETC. (M� UMITs GENERAL NABILTrY COMMERCIAL GENERAL LIABILITY ICLiUM:s..ADE H OCCURRENCE 5 DAMAGE TO RENTED PREMISES (E. to drence) 5 OCCUR MED EXP Vary ens aet..n) S PERSONAL A ACV INJURY 5 a ENERALAOGREI3ATE 5 AGGREGATE L,IMIY APPLIES PER�L� �GENT P[ yr 1 IPNOJNCY PRODUCTS . cQMP/OP ASS $ 5 ALITONIOBILE LIABILITY ANY AUTO ALL CRANED AUTOS PAREDAVTO5 SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea aookrent) _ 5 BODILY INJURY (Pet person) `p, BODILY INJURY (P(Pm dent) Io $ PROPERTY DAMAGE (Pv.cddvd) $ 5 UMBRELLA L1AB EXGE 5 UAS OCCUR CLAWS -MADE " EACH OCCURRENCE 3 AGGREGATE $ DED I 1 RETENTION b 5 A WORKERS COMPENSATION AND EMPLOYE RS' LIAB1LrtY ANY PROPEETORIFARTNERJFXECUTNE DPPlt:EAJMEMel;RR EkC1,LIDEDY (Mandatory In NIS If yea, dcaenb. udder DESCRIPTION OF OPERATIONS below NIA W0201200000 1/112012 7/1/2013 ViC ;TAW- I OTPF X TORY UNITS ER E L, EACH ACCIDENT $1,000.000 EL DISEASE - EA EMPLOYEE 31,000,000 E L. DISEASE DESCRIPTION -POLICY LIMIT $1.000,000 OF OPERATIONS 1 LOCATIONS 1 VEHICLES (ATOM ACORD lEt. AddlESnal Remark. SohWW., M Amt. wan I. nqul,.d) THIS CERTIFICATE REMAINS IN EFFECT PROVIDED THE CLIENTS ACCOUNT IS IN GOOD STANDING WITH FrankCrum. COVERAGE IS NOT PROVIDED FOR ANY EMPLOYEE FOR WHICH THE CLIENT IS NOT REPORTING HOURS TO FrankCrum. COVERAGE IS NOT PROVIDED FOR STATUTORY EMPLOYEES OF THE CLIENT. EFFECTIVE 05/0212005, APPLIES TO 100% OF THE EMPLOYEES OF FrankCrum LEASED TO MIAMI ROOFING SYSTEMS, INC. 305- 754 -5332 CERTIFICATE HOLDER r_euee, 1 w r,nu CITY OF MIAMI SHORES ATTN: BUILDING DEPT. 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRSSCI(YATIYE ACORD 25 (2010/05) Tfle ACORD rum and logo are registered mks of ACORD e l9Be4D1D ACORD CORPORATION. All Hghta reserved. 05/15/2012 08:54 FAX Ijj 001/002 , tA14011W+'Y! ''� 1 L CERTIFICATE OF LIABILITY INS RAI .+ E', 1.6 2012 I 9AT£ PR'opOCFN , .,, - - 1 115" CEFR'rII:'ICAig' Is `IS5,UEDiAS A NATTER QF,,IPWbRMAT,ION Qt I I SiirA�iI,GS OF S. FLORIDA CM,Y ANC CONFERS ',NO FRIEIHTE ,UPON rte' CERTIFICATE 8724 S9T 7 2 8,T HdLDER THIS ttI YIFICidTE '�QES, rll�T AMEN EXTEND flR ' ALTER TH'E CO'I�EFiAGE'si 'FORPEI7 BY: ?•T�kHE I� CIE5i BELOW, I MIAMI',; 'PL, 4417,1 i INSuR0**FrtiRI)IN16, Gove§va ,i I' 'c�I not , ,a• ao.,v,or fik SYSTEM,. Xis C r, 667 NW 111'1 ,STRtET HUM , F'L 33150 dOVEIIAiGES INE`I,POUICIiES'Of NEURANC'E•LISTE16•401N HAVE'EEEN ISSUED TO THE INSURFIl3 ALNKED ABOVE $OR TFIE pOeVy'P'EFyt INtiI '+, 01WITHSTANDING I ANY IRE U1R tu1E4T. 'EMI OR OONbtTlL N OF ANY`'CONTRACT OR °THER DOCUM5NT VDITI- ntSPEOT To WHIC6i THI9'CERTIFICA4',R' : MAY EE IaBIJED DR R1W1* PERTAIN, TILE IN'SURANCE'A ORSIED BY THE PPLICIES DESCRI RED I•4EREIN'IS'S'UBJEe To ALL MR TERMS, ,ExCLG toNSANC CONDITIONS ,OP SUCH' PCNXI;ES.0436 Rer3A LAM SHOWN MAY' HAVE BEEN REDUCED EY PAIf! qt AIMS HIGH 73:134 Pr1t IOT t43.13ee r F*II Y 'I114 f 5` i LLS T�'XV1r2Is' E'l LII41T9 msl'IReR INSURCR ,htrN4 W N+ INSLEREP. ' ” INSLIRF,R LIT IMO TYPED!, IN1tINAttM= C3 �Nl;►IrU LI4u:ITY �CC&IM„EROIAL NEI AL CiANIOTY ; CLAUASmvE' L_ OCCLdR s X S ,/ ;DEB.; 2500 Dp 2500 ,m GEN'L' A*9REN.TiN l,o O: APPLIOsr ER:. S' PaiY i I !Pa LOC 4 Ais#I4LE LiABIL1 he Aucrismisfaras SCW$DWs D&U'C,,02 Asa) AiiT08 NON- CMINIDANTOs CIi10098 O Tile rnePr 1 'c 1.O 3 7- i� 41! 8/3.2 I ftilmul, ,IN A7L.,,,, i 1 f0Q0 00k , EIRNEfi,4L ANGIi1991.9 ' s 2., addi,4 Coo ' PRODuicTs .cotANttfAse ! 1,0001000 t1/1,S/13 esw s) E wart sm:fh SP9r4 E LkPtmt,ITY ANYAIIro Z.. � 0{3,1LyIN,JUNY iNtopsrEry waft. VEIN saTteeno 'TO ONLY=Ep.0.9?.sw O''NORTI4aN ,±?•Cc IOW °NV; NOG EACkL„+UCCURNENCL $' ANDRoA'1E T essaiu sAst,LA L;IASILITr } 1 + lmn „I apc , �' CtAlmsausE D;113UCTIIIL•E NEVENT ON sooedpENSanbia,Ar>n ovasepioNwas* mapper) Il1oi,deHCriboi dro Sp2CN' PRONVON5,1;Wc4, 'o 45 % DENC ,'6+TIONOF9A5'AAA1'I LfaZA ON 5lt7fCLUSION5 ADDED NYNMD rirISRESIN.psioViSIONS CERTIFICATE, HQI.,u;RR. a s -ATU- , ' �Y ►U $.L FkO ACCIOEiir r 3 IiI5rEA5E - EA LOYEE S E:L. FNSE456,. POLOY LIMIT I SI Cii"1,'Y'' ;ix birx,Atitx, sgoREs 8>F LDIINC.' ;T43231RTNENT Ak.:,83OIRNS r 2;L 33138 ACQRDaiat3D11f48) CANC ION SHoui D;;4r$ {)k`" 'II A11bv+lt DONpilIZEP POLICl4$ DE CANCELLED NEPORE rHE ExIvI4�4TSOh C 11'e'r}itnk©F T{4 Isb690GI INSUPABEt lika uiriFINOR TO! wt .' () ,VS 149IETEN NPTIOETCeT},IE; pEj SATE SOWER ll Ii>E D:R THE LEFT, HUT' FAILLIiRE ID bD Sl7' FWaLL SSE NO O13L 1D4TIQN 9pR�413dI DF AiNY ISIND l�hp'TRE'I ITS:'.. S 11R 13LP13ESENTA'rtys, • AuThimsEN, RERI,kslipArgriT, T._ 4YAC ©RD C+ + DRAT/014194B aciA 11361\ � ^ APR 2 j tai Miami Shores Village ..��• -- Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 Tel: (305) 795.2204 Fax: (305) 75_6,.5 72 INSPECTION'S PHONE NUMB (305)'762.4 BUILDING PERMIT APPLICATION FBC 20 Permit Type4BUILI)ING OWNER: N'.H (I ' Sfnlple Titleholder): ( (' �i /CE)(--- tt Address: � 1C � � City:✓` _ 6. vv.) D'^P State: Rbm Fa 1 ci.ant:'Lessee Name: Phone: #: Email: -Pion • JOB ADDRESS: ,V. /or. ermit No. iE-12S :--Master Permit No. iC.C, • Phone?: q I 1 -"'"2-ea C `6 1 611. Zip :�313�5 City: Miami Shores County: Miami Dade Folio/Parcel#: is the Building Historically Designated: Yes NO V Zip: Flood Zone: CONTRACTOR: Company Name: fwL �j yv 6 Phone #: 1(.c(0(0 0 State: t� Zip: Si( Address: C& due / scs--- City: Qualifier Namc: Phone#: State Certification or Registration #: Ciic t 00 Z C Certificate of Competency #: Contact Phoneit: Email Address: DESIC:NE ngineer: f�"�A f'� L Phone #: 70 S S 2- • 76 !7 Value of Work for this Permit: $ i1,250.60 Square/Linear Footage of Work: `�ti;:�{, Type of Work: DAddition ©Alteration New ❑RepairtReplaee a 7 ©)etr olitiai ; o: Description of Work: " x ** * * *** * * ** s ;f * * * * * * * * *** * * * * ** ** Fees * * ** * * * ** * * * ** ** * * * * * *, t* ****** *** ***** *** ** of Submittal Fee $ Permit Fee $ ?�6 CCF $ _ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ ov Structural Review $ Scanning Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Natne (if applicable) Mortgage Lender's Address )0E) ./Car),--4 le-1—Teff`n--N City Chord 04± e state Zip_ @SD...GS Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jursdiction 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS. POOLS; FURNACES, BOILERS. HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice w Applicant: As a condition to the issuance r?,t'a building permit with an estimated value exceeding $2500, applicant must promise in good faith that a copy of the notice of commencement and construction lien km. ln.ochure N dein-1.TM to the person whose property is subject to attachment. .41so, a certified copy glare rec.ordt?d notice of commencetneni must N posted at the job site for the first inspection which occurs seven (7) days qfier the building pi mu is issued. the abset such posk,d notice. the inspection will not he approved and a reinspection fre will be charged. ■.91 P3 Signatu x Owner or Agent (11 The for g mg instrument was acknowledged before me this 0 W gi day of .1. 1 MAR2411, by "MACY _lb Wki ,1114-2Annri gA who is personally known to me or who has produced OS • 5 .111v. I- O. M PRS,SPOILT As identification and who did take an oath. o <W < NOTARY PUBLIC: c) w Fr al K. p 282 t. w troz • CL 3 Sign: Print: My Commission Expires: INDEFINITELY APPROVED BY Signature 'the regoing inst day of <Rip; prtsonaIty kno NOTARY P Sign: Contractor nt was acknowledged before me 20 (7, by JA (3-(42,1C4-r or who has .90." ed as identification and who did take an oath. 011111111141/4 Va/cy/i ........... • Print: • c.19 ., e. • - —7-4(73-V:),, --2" My Commission Expires: = ...... .....;; a .......7. i".. ...............z S. 4f>. ..q. ° ... ... , . ..... ail *******************************************************************.#4*V******&` Isa uisvo Consul Plans Examiner ( Rev ised 07.! TKRevised 0611°,2009.x Revised 311549) Structural Review Zoning Clerk 1110 1 ROUF ASSEMBLIES AND ROOFTOP STRUCTURES arilS Miami Shores Village APPROVED BY DATE ZONING DEPT Cyi-g Florida Building Code Editlor'IN High - Velocity Hurricane Zone Uniform Permit App i <i - PT e�e�� Mast;er Permit No. Re-11 - 2059 Section A (General Infot�mafilgECTTO COMPLIANCE WITH ALL FEDERAL STATE AND COI INTY RULES AND REGULATIONS Contractor's Name fi(&� At 1 ) � Job Address 77 t1 E (OD SIC Err. • Process No. ❑ Low Slope ❑ Asphaltic Shingles ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION i Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Steep Sloped Roof Area (SF) 2,3c0 qF Total (SF) 2%300 SpctiOn R (Roof Plan} Sketch Roof Plan: Illustrate allipvels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of section, and levels, . clearly identify dimensions of elevated pressure zones and location of parapets. 21 t2� u tri ll1■11 0.(2 )T- E,ns -std rim,® II I-s INF" L o a FAME N 1 I2 N L14EI,I1) FLORIDA BUILDING CODE — BUILDING Ext STINI.F flouS€ RooF BEt •4 RE -RroFEb - r 1,4E44 /W)rrt orgy NOP Man 14I11Ut06I -1-1 is_ izooF S''(s7 f- -Z1457A1Le . F44 Z,fo lrc� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: SApr,A ris- its COW. Notice of Acceptance Number: 10-(005.15 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1. (A P2: 22 .2- ( P3: --- Maximum Design Pressure (From the Product Approval Specific System): Roof Slope: t� : 12 .. -. - -It •- • . Deck Type: 5/6" Ftywoon Type Underlayment: Insulation: Fire Barrier: RidV e ely�tio c �� lV Nnti7 rto (a ASTM Utz (# YPeey Mean Roof Height: ( Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: . Aatislop P vivo 'R1.YPo M-116,0 As-04 i)Zyci 4-90 1 Roof Covering: KlA- Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (TilA Calculations.) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. 031:41.49x Ir. Q (P2: I03.(0x) • -cl (F3: � (Wx .z11 =214 Method 1 " oment Based Tile Calculations Per RAS 127" 1 =t�i. _Mg: sS•"" =Mr1 1 = M „2L4Ka 511 _ Mg: r �1 = Mrz 2M.. t ' Product Approval Mf G I e 1 Product Approval Mf (l Product Approval Mf G I• Method 2 "Simplified Tile Calculations Per Table Below" ired Moment of Resistance (Mr) From Table Below Product Approval M Mr required Moment Resistance* an Roof Height -> oof Slope (, 15' 20' 26' 30' • AS 127 Table 1 or by , engineering analysis prepared by PE based on ASCE 7 :12 34.4 36.5 38.2 39.7 42.2 3: 32.2 34.4 36.0 37.4 39.8 4 :12 30.4 32.2 33.8 36.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28 0 29A .6 32.4 7:12 24.4 26.9 27.1 28.2 30.0 *Must be used in conjunction w th a moment based tile systems endorsed by the Brow For Uplift based tile systems use Method 3. ompared the values for F' with the values for Fr. If for each area of the roof, then the tile attach nt method is acceptable. xL = xL xL Meth 3 "Moment Based Tile Calculati xw:= ) - X w: = ) -W: = - ) -W: d unty Board of Rules and Appeals. F' values are greater than or equal to the Fr values, Per RAS 127" x cos 0 = Fri = Fr2 x ',s0 =1 x cos 0 Product Approval F' Product Approval F' Product Approval F' Where • • . tain Information Description Symbol Where to find Design Pressure PI or P2 or P3 • AS 127 Table 1 or by , engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due • vity Mg Product Approval Attachm Resistance Mf Product Approval Required - oment Resistance Me Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING SECTION 1524 HIGH VELOCITY HURRICANE ZONES -- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofmg permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. . Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring its (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or owner should notify the occupants of adjacent units of roofmg work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may ause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not verloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided:, It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. '' Ventilation: Most roof structures should have some ability to vent natural airflow through the i t=rior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not b - rem ed. Owner's /Agent's Signature: Contractor's Signature: Property Address: Date: / Permit Number: MIAMI - DAADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95th Street Medley, FL 33178 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.m iamidade.gov /kuilding/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Santafe Spanish `S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 07- 0626.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10-1005.15 Expiration Date: 02/01/16 Approval Date: 01 /06 /11 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Roofing Roofing Tiles Clay Wood 1. SCOPE This approves a roofing system using Santa Fe " Santafe `S" Clay Roof Tile, as manufactured by Santafe Tile Corporation in Bogota, Colombia and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Snecifications Santafd S' Clay L = 18" Roof Tile W = 11.1" Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE Test Aaencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies MIAMI•DADE COUNTY APPROVED TAS 112 TAS 112 Product Description One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 94 -156 -8 94 -156 -9 25- 7205 -1 Project: 07- 07 -00 -91 (307023) 7161 -03 Appendix II 7161 -03 Appendix III Test Name/Report Date TAS 101 Aug. 1994 TAS 102 TAS 101 March 1995 TAS 100 Sept. 1994 Dec. 1991 Dec. 1991 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) NOA No.: 10-1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 2 of 5 Test Agency Redland Technologies Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. Test Identifier P 0402 P 0647 -01 P 0631 -01 520305 -01 thru 05 2353 -4 SFTC- 003 -02 -01 2353 -70 2353 -71 2353 -93 Test Name/Report Date Withdrawal Resistance Testing of Screw vs smooth shank nails Sept. 1993 TAS 108 Aug. 1994 (Mortar Set) PA 108 July. 1994 (Mortar Set) PA 102 June 1999 Restoring Moment Aug. 1999 TAS 101 12/06/02 TAS 101 TAS 101 ASTM C 1167 09/22/03 09/22/03 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with TAS 106. 33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein, 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 NOA No:: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 3 of 5 Table 3: Restoring Moments due to Gravity - M. (ft -Ibf) Tile Profile Table 2: Aerodynamic Multiplyers— X ft3) 4 " :12" Tile 6 ":12" X (ft3) X (ft3) Battens Profile Battens Batten Application Direct Deck Santafe 'S' Battens Direct Deck 0.274 0.297 Table 3: Restoring Moments due to Gravity - M. (ft -Ibf) Tile Profile 2 ":12" 3 " :12" 4 " :12" 6 ":12" 6 ":12" 7 " :12" greater Battens or Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck Battens Santafe 'S' 2 -10d Ring Shank Nails 21.8 N/A One #8 Screw 29.16''3 N/A Two #8 Screws 38.28' N/A One #8 Screw w/ Clip 57.31''3 N/A Two #8 Screws w/ Clip 57.60' 61.77' 1. Approved screws as noted 'Product manufactured by others'. 2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Tile Bond 38.93 Polyfoam Polypro AH 160TM 28.54 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Polyfoam Polypro AH 160m, 63.8" Polyfoam Polypro AH 160Tm 61.9" 6 Paddy placement of 63 grams of Polypro AH 1607m. 6 Paddy placement of 24 grams of Polypro AH 1607m. NOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 4 of 5 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe '8' Mortar Set 23.6 NOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01/06/11 Page 4 of 5 • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 18" PROFILE DRAWING When using one screw use this hole. 11.1" MIA•FDADE COUNTY APPPGVED "SANTAFt S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 10- 1005.15 Expiration Date: 02/01/16 Approval Date: 01 /06 /11 Page 5 of 5 MIAMIn COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (HNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.minmidade.gov/building/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MANMADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: roduct Dimensions Test Product Description Specifications TAS 101 Polypro® AH 160 Foampro® RTF1000 ProPack 30 & 100 N/A N/A N/A Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment. PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof Ile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability CIosed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MANMADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 041Q8/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 • TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI- STICK. roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 2 F'— MS _W NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofmg Application Standard RAS 120, and Polyfoam Products, Inc. Polypro AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foamproo dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® A11160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro 174 AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MANMADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Urulmlayraent Fascia Ewe course only; Keep adhesive approx 4 In. up hem weepholee MIAMIOADE COUNTY APPROVED Nall through plastic cement Underlaymant 1 10 In. r�a2In Paddy (Beneath Tile) Ears Cowes Eave course only: Keep adhesive approx. 4 In. upfromweephoIes Paula Weephole Eave closure Drip edge 1) place enough edhesireto achieve 17 to 23 Ott chap for 8I@ep pitch applications square Inches In contact with the pantile To 1 In. From outside edge clover Co. Then Install the 13e. 9t21n� ,11116p, 2) Turn covers upsidedown. Place adhesive Underlayment 1 Nell through plastic cement / J Re tap portion Mho cove course COW the. Abut tosecond course ot pan dies. Ensure eave end of pen and cover dies are flush ateave line Eereclosure Weephoto Fascia (mortar shown) Sheathing °pdonal poh&up Mortar onoollongitudinal NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Underlayment Paddy (Beneath The) 7 in: Eave Closure Ewe Course Fascia NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page6of7 • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between file) Paddy (under tile) x 3 In. Single paddy on under- iayment Single paddy under the Single paddy on top of file e COMM In. X7 In. medium site paddy save Fascia course only DE CO APPROVED Nall through plastic cement Single paddy under tile Underlayment Single paddy between tile 2 in. x 7 in. medium course only elle paddy eave lagi'ln.x 3 in. Single 41n, paddy on under- layment Single paddy on top of tile of% Eave Course Fascia Weepbole Eave closure Drip edge Nall through plastic cement Single paddy under tile Single paddy between tile Pi selln.x 3 Single paddy on underlayment Single paddy on top of tile WO COMM Eave Closure 2 in. x 7 In. medium sloe paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 ORONI, INC. A Construction Company [CBC12516541 (305) 685 -044 (011) (305) 688 -9550 (Fax) September 17, 2012 To: The Village of Miami Shores Public Works Dept. Ref: 77 N.4. 100 St. Permit #PW -7 -12 -1362 To Whom It May Concern: 14040 NW 6th Court Miami, Florida 33168 I would like to request permit #PW -7 -12 -1362 be cancelled. It was pulled in order to install underground FPL service from across the alley at the referenced address. However, we were able to go underneath the asphalt and did not cause any damage to the alley. Your prompt attention to this matter is greatly appreciated. Sincerely, Orlando Iglosias Sr. ORONI, Inc. — President 101r1k- 100QA4V i5t 'ti(l�r h1 1" X WvD. EWA - 0/4000. Miami Shores Village Public Works Department 10050 N.E. 2nd Avenue, Miami Shores, Florida 33138 " ( 2 -1 12 Tel: (305) 7952204 Fax: (305) 756.8972 Cpl Permit No. RECD -J ,V D JUL 2 0 912 Public Works Permit Application Esc-289 ° Lo i 0 Permit Type: Public Works WATER Owner's Name (Fee Simple Titleholder) Tfc1 rak A-Lt Owner's Address T t' city t --\..,i <bS Tenant/Lessee Name f Phone # State Job Address (where the work is being done) c Pt-' Phone Zip 3-313 City Miami Shores Village Is Building Historically Designated: Contractor's Company Name Contractor's Address City YES County N( (per okn lbw (as 1tv\i4. r/_ State Miami Dade NO Zip Phone Architect/Engineer's Name (d applk able) $ Value of Work For this Pennit cg60 Type of Work: Describe Woric Phone d: zip_n/IL Lineal Footage Of Work: ❑ Addition lteratlon ❑ New D Repair/Replace ❑ Demolition ' r,6&i4.1r - ` o'glf i) -tL t' p.ette r-PL a .'te U &2a 4 J Fees Submittal Fee $ Pemdt Fee $ CCF $ CCNCC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Band $ Code Enforcement Total Fee Now Due $ (Continued on opposite side) 10%.(90 Structural Plan Review $ Bonding Company's Name (if applicable) Bonding Cc±4ipany's Address City N/A State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State N/A ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate pemtit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC .... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to this issuance of a Public Works permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the pennon whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fast inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a neinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing Instrument was acknowledged before me this The foregoing instrument was acknowledged before me this TL day of 20 , by day of Xcrv`i , 20,2-7-by G� who is personally known to me or who has produced Who is personally know to me or has produced _Lf-- # ON l' i t as identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: 'NOTARY P BU ` v Sign: Sig 1, Print Prin My Commission Expires: APPLICATION APPROVED BY: 11/17/2005 Public Works Director or his designee. SHEET 2 OF 2 0< z RECErJL JUL 2 0 012 '>119 I.Z 101 (1/0:0,00'sLt. iami Shores Villa APPROVE ,OS*LC BY ZONING LDG DEP ,OL• Lt. I CC,1\ I PI .IANCE tfl f1-1 ALL F ( HuEs<AND REM 0 CN n_ STATE- AND 1 /l3T1V •L ••>.• 00 Ate oar' (0* In -.4- ,t7 •Z ›- N 6 11. - ,0• 9 ,O.t. g o CI 0 z ‘-- a 1■1 N Y 0 -0 N W Cd ai • a z w :----- < 0 0 CC C -D o M • ,9'9 — o N -V- (1) ,--: .-- N 0 ,c'g I. - Z171. H N N `" ,o;c3 _v_) / i. ,,./.1, ID 1.-- -. O. 6 ° / \ ,001. *G - o . to 16 -• o) --- CN 4 N -j .4. N w CV ..■ >11VM •0 NO3 ,C ASPHALT PAVEMENT ,430.62 ,0017Z 'A 01 (/04),00•gi.t. 01. ">1-18 61. 101 830NIVIA13?:1 ci a: ,OS'LC Cr) LU 75' TOTAL R/W 0 0 0 0 0 Inspection Worksheet Miami Shores Village. 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181418 Permit Number: EL -8 -12 -1521 Scheduled Inspection Date: November 13, 2012 Inspector: Devaney, Michael Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305) 551 -4043 Building Department Comments CABLE TC WRONG Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments izo7' •ce 7-7" November 09, 2012 For Inspections please call: (305)762 -4949 Page 26 of 36 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: Electrical FBC 20 Permit No. Master Permit No. AUG " Lu IL JOB ADDRESS: � - o / �i Vi City: Miami Shores County: y Miami Dade Zip: Foho/Parcel #: 110) o 1 3c) Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 1 l -1:2- , 1c-1- f4J Address: Phone #: City: G State: Tenant/Lessee Name: Zip: Email: Phone #: CONTRACTOR: Company Name: 2- 5-� Phone #: / Address: �� City: M.,L A,( Qualifier Name: State Certification or Registration #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Lrr% State: A3 06 n 1 Value of Work for this Permit: $ Type of Work: OAddress Description of Work: UAlteration Zip: Phone #: ?at ,S 9, C 7 id Certificate of Competency #: Phone #: Square/Linear Footage of Work: ► 14S' 04-44171- 1te- ONew ORepair/Replace ODemolition **: x****** ***** ***** ************* *** ****Fees************* ** **** ********** * **m**** ***** Permit Fee $ /cPa'4 J CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Structural Review $ Submittal Fee $ Scanning Fee $ Notary$ Double Fee $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State ZiP Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work nill be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exi{eeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochuie will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing �is/Urument was acknowledged before me this 6 day of 7 , 20 C2, by who is personally .la to me or who has produced 5)1 " \° l'7 As identification and who did take an oath. NOTARY PUBLIC: - Sign: Print: My Commission Signature The foreg tor instrument was acknowledged before me this t(:) day of , 20 /c by who is personally known to me 'or who has producedkALL6.c as identificf ition and who did take an oath. NOTARY PUBLIC: `j ******* *** ********* ak d A **tit** * **** Plans Examiner i Zoning Structural Review Clerk (Revised 3 /12i2812XRevised 07110/07XRevised 06/1012009XRevised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 177772 Permit Number: PL -8 -12 -1598 Scheduled Inspection Date: September 21, 2012 Inspector: Hernandez, Rafael Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALLSTATE DIVERSIFIED ENGINEERING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)256 -0306 Building Department Comments INSTALLATION OF NEW SEPTIC TANK SYSTEM WITH 1200 GALLON SEPTIC TANK AND 834 SQ FT DRAINFIELD Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Commen hrs in file September 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 6 DING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. AUG 2 B Y: PERMIT APPLICATION Master Permit No. FBC 20 kali-Ili Type: 1-7241,6 OVVNER: Name (Fee Simp o d / # er): c 11A'/1 _Phone*: Address: 122 . e /e9e City: A1/a-A4 f Tenantkiseee Name: Email: State: c/ A90 JOB ADDRissi 27 A /, Zip: P/ 31_ • • City: Miami Shores County: Miami Dade 3 31 3 Folio/Parcel#: it-- 3.Z 606 - 13 P1_3 0 Is the Building Itistorleally Designated : Yes NO Flbod one CONTRACTOR: Company Name: 1157Z7Le a'e45."44 9.10,61,A) hone#: ..29/32/ 3 Address. /3 0 0 S-i.t) iftA-ef ve /242 City: Aiti tAi_j. State: -- Qualifier Name: 60 /AM 0 Sti rL Phone*: 3,4---2/3 State Certification nrIteitisttation*: C,C /512 8 ci 7 Ceflt yW Contact Phone#: Email c9joi.i. ef 2_ chveA 41, 0,91 DESIGNERi ArchiteCt/Engineoi: Phone#: 4 4 : _dL.01,10 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddress )itAlteration ONew OR air/Replace ODemolition 1). Description of Work: -44574 o A oi ( ***************************************Res******************************************** Submittal Fee $ Permit Fee $ ,76 LJ Scanning Fee $ Radon Fee $ Notary $ Trandng/Educadon Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zap Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU -INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant" must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of conimenceinent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent e foregoing instrument was acknowledged before me this OD day of A-111,--- , 2d 2—; by ' who is personally known to me or who has produced 1)1-4 �N f As identification and who did take an oath. NOTARY PUBLIC: Sign: Pim Signature (407) 1,. .4.," 3 4. =ION 0 EE108097 ES March 10, 2016 PkaldWohryliardoment ctor The foregoing instrument was acknowledg, day of ✓ c 20 1_,Z-by who is personally *************************: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, APPROVED BY Plans Examiner this has produceti i entlfication and who did take an oath. NOTARY PUBLIC :. * * *** * * * * * * * * * * * * * * * * * * * * * * * * * ** Structural Review (Revised 07 /10/07)(Revised 06/J0/2009)(Revised 3/15/09) * * * * * * * * * * * * * ** Zoning Clerk STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DI SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Tracy Franklin PROPERTY ADDRESS: 77 NE 100 St Miami, FL 33138 PERMIT #: 13-SC-1378349 APPLICATION #: AP1052533 DATE PAID: FEE PAID: Miami -Dade County Health Departnign1pT #: O.S.T.D.S. & WeB Program DOCUMENT #: PR859704 LOT: 1921 BLOCK: 10 PROPERTY ID #: 11- 3206 -013 -1430 SUBDIVISION: [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM CQMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ A [ N [ K [ 1,200 ] GALLONS / GPD ] GALLONS / GPD ] GALLONS GREASE INTERCEPTOR CAPACITY GALLONS DOSING TANK CAPACITY Septic N/A D [ 834 ] SQUARE FEET R [ ] SQUARE FEET A TYPE SYSTEM: [x] STANDARD I CONFIGURATION: [ ] TRENCH N F LOCATION OF BENCHMARK: FFE: 12.74' NGVD I ELEVATION OF PROPOSED SYSTEM BITE [ 21.103 INCHES I FT 3 [ ABOVE A BELOW(1BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE 1 51.123 E1 INCHES FT ][ABOVE BELOW BENCHMARK /REFERENCE POINT L CAPACITY CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] (GALLONS @[ ]DOSES PER 24 HRS #Pumps [ I SYSTEM N/A SYSTEM [ ] FILLED [ l MOUND [ 1 [x] BED [ 1 D FILL REQUIRED: 0 T H E R [ 0.00 3 INCHES EXCAVATION REQUIRED: [ 72.00 3 INCHES - Install 1200 g septic tank and 834 sq ft drainfield. - Install 42" of slightly limited soil under bottom of drainfiel. - Elevation of bottom of drainfield to be no less than 8.48' NGVD. - Water lines to be made of sch /40 pipes or to be sleeved within 10 ft of system. - The system is sized for 5 bedrooms with a maximum occupancy of 10 persons, for a total estimated sewage flow of 500 g /d. Permit amended on 7/24/12 in order to relocate the system. *** SPECIFICATIONS BY: Teresa J Solomon APPROVED BY: Joseph R Piverger DATE ISSUED: 11/22/2011 TITLE: Master Septic Tank Contractor TITLE: Engineer Specialist II Dade CHD DH 4016,08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, FAC v 1.1.4 AP1052533 EXPIRATION DATE: 05/22/2013 3E856662 Page 1 of 3 692598 -7 THIS IS NOT A BILL` — DO NOT PAY TRANSFER 682096-4 "WinfWfiNfen ENGINEERING INC 13020 SW 85 AVE RD 33156 UNIN DADE COUNTY °LRLSTATE DIVERSIFIED ENGINEERING Sec9 V,ti ?Tt a CONTRACTOR Tits I8 ONLY A LOCAL. IUSNESS TAX RECEIPT. IT XIES NOT PERMIT THE OLDER TO VIOLATE ANY HOSTING REGULATORY OR :ONNG LAWS • OF THE :OUNTY OR CITIES. NOR TOES IT EXEMPT THE !OLDER FROM ANY OTHER 'ERMIT OR UCENSE I EOUIRED BY LAW. THIS IS IOT A CERTIFICATION OF HE HOLDER'S QUAURMA- 10118.• AYMENT RECEIVED HANDMADE COUNTY TAX MLECTOR01 /13/2012 02280018001 000007.50 SEE OTHER SIDE STATE 0+26847 WORKER /S 1 DO NOT FORWARD ALLSTATE DIVERSIFIED ENGINEERING INC MIRIAM GONZALEZ PRES ' 13020 SW 85 AVE RD MIAMI FL 33156 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 ii i ( (( {( [t i t( j 6 ltiitttlliif }IidAtillilliiii hhlii {it{ R�uhtlimhfill FIRST -CLAS: U.B. POSTAG PAID MIAMI, FL PERMIT NO. 2: THIS IS NOT A BILL DO NOT- PAY TRANSFER iffe lIFIED ENGINEERING sTATEB-CGC058347 374186 -8 85 AVE RD IN DADE COUNTY DIVERSIFIED ENGINEERING BUILDING CONTRACTOR WORKE[t /S. 003 0 IDE DO Not FORWARD ILLS ATE DIVERSIFIED ENGINEERING MIRIAM GONZALEZ PRES 13020 SW 85 AVE RD MIAMI FL 33156 illiitttiitlttiitiAttiittliiluhhiititltitittitiiilun !1 FIRST -CLASS : U.S.POST.AGE PAID . MIAMI, FL PERMIT'NO. 231 692597 -9 .THIS >IS NOT;A „BILL' - D0: NOT PAY TRANSFER B lffeg EiI I,FIED ENGINEERING' STATE i+5 GZ232682Q:97-2 • INC 13020 SW 85 -AVE RD Members i 33156 UNIN DADE COUNTY .. re OWX !1..STATE DIVERSIFIED ENGINEERING 2006 - 2007 1. 96 trEtrAtTY PLUMBING CONTRACTOR Sec lame B TEES IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HHOLDER'S OUAURCA- PAYMENT RECEIVED MIAMI -DACE COUNTY TAX COLLECTOR:01/13/2012 02280018002 000007.50 WORKER /S 1 DO NOT FORWARD ALLSTATE DIVERSIFIED ENGINEERING INC MIRIAM GONZALEZ PRES 13020 SW 85 AVE RD MIAMI FL 33156 i Ii II II I i 11 IS I 1 II I 1 . ree 'tit XON BATCH NUMBER THIS DOCUMENT HAS A COLORED BACKGROUND. MICROPRINTING • LINEMARK" PATENTED PAPER •- - BATCH NUMBER THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPRINTING • LINEMARK'' PATENTED PAPER BATCH NUMBER A� t, CERTIFICATE OF LIABILITY INSURANCE DATE ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Eastern Insurance Group, Inc. 9570 SW 107 Avenue Suite 104 Miami FL 33176 CONTACT David M. Lopez aCNN (305) 595 -3323 A/C, No (305) 595 -7135 xarR :csr @easterninsurance.net INSURERS) AFFORDING COVERAGE NAIC 5 INsuRERAM.id- Continent Casualty Company LIABIU Y COMMERCIAL GENERAL LIABILITY INSURED Allstate Diversified Engineering, Inc. 13020 SW 85 Ave Rd Miami FL 33156 INSURER a Oridgefield Employers Insuranc 04 -GL- 000848885 INSURERC: 2/23/2013 INSURER D : $ 1,000,000 INSURERE: $ 100, 000 INSURER F : COVERAGES CERTIFICATE NUMBER: Master 12 -13 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE INSR WVD POLICY NUMBER IMMIDDD/D/YYYYYY) EXP 1 LIMITS A GENERAL X LIABIU Y COMMERCIAL GENERAL LIABILITY 04 -GL- 000848885 2/23/2012 2/23/2013 EACH OCCURRENCE $ 1,000,000 PRMMGE TO RENTED PREMISES (Ea occurrence) $ 100, 000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ Excluded PERSONAL BADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREG'ATEUMITAPPLIESPER: 3—C1 POLICY jAT I RT- P1 LOC PRODUCTS - COMP/OP AGO $ 2,000,000 $ AUTOMOBILE u aiuTY ANY AUTO ALA ED HIRED AUTOS — _ AAUTOS LED NON -OWNED , AUTOS COMBBIINdED SINGLE UMIT (Ea $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED 1 RETENTON$ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A 830 -50170 1/27/2012 1/27/2013 WC STATU- 1 OTH- % TORY LIMITS ER E.L EACH ACCIDENT $ 1,000,000 E.L DISEASE - EA EMPLOYEE $ 1,000,000 E.L DISEASE - POUCY UMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more space Is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Deptartment 10050 NE 2 Avenue Miami Shores, FL 33138 ? SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHOR¢EDREPRESENTAT)YE David Lopez /AMANDA r ACORD 25 (2010/05) INS025 minntii na © 1988-2010 ACORD CORPORATION. All rights reserved. The Af`[IRrt name anti Innn ara r, nicterarl manta of e(`(1Rr1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: RECFf r JUN 2 7 2x12 FBC 20 ®.- Permit No. 1 ,®.®S Master Permit No. BUILDING ROOFING JOB ADDRESS: --%7 PC- i09 ST • City: Miami Shores County: Folio/Parcel #: // - 3 - 30 Is the Building Historically Designated: Yes Miami Dade Zip: 331 30- • NO 20 Flood Zone: OWNER: Name (Fee Simple Titleholder): C7`"1- 4 1 r "4-4-4r— Phone #: Address: City: PE 1Ob S7 State: Zip: 3(38'• Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Address: City: p+o 4 o p.D Qualifier Name: D Roo Phone #: IL) ‘ 1-4_ t ( State: OR-L( SID (&Lc>S c i9-S State Certification or Registration #: G B 1 S B 15- f Contact Phone #: 50.5 - 4A5 s -& (1 oZ Email Address: DESIGNER: Architect/Engineer: 4/047-k- COQ Ltsit Value of Work for this Permit: $ 72--) Square/Linear Footage of Work: F'Do t t> f— Zip: -; (68 Phone #: 30S - eo•r `OC-f/Z. . Certificate of Competency #: Phone#: Type of Work: UAddition OAlteration ONew, ORepair/Replace ODemolition P1/4,1 /1 (0 tk) wC bevt9 CcTh C. c' (41 > L J ( MSl' 691A.0 G Description of Work: Color thru tile: ***************************************Fees************* a Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ �3`� • Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for F1.ECTRiC WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work applicable laws regulating construction and zoning. ill be done in compliance with all "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IN`END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AITTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exgeeding S2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Ls subject to attachment. Also, a certified copy of the recorded notice of commencement roust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature or Agent The foregoing instrument was acknowledged before me this day of sja . 20117_, by " C? ?'ate --a yv who is personally known to me or who has As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �®L4 My Commission Expires: 15- LOPCZ--- MY COmki:S S Op11 EE166097 EXPIRES March 10, 2016 am %A. s io•Asem - Signature Contractor owledged before me this �s The foregoing instrument was day of il �`'r , 20 who is NOTARY PUBLIC: Sign: Print -+f p�� .Sly$(' S r who has produced tion and who did take an oath. My Commission Expires1 *** * ********* * ****a x a **** r**er**trintr,rr******** r **,rf,e to *,r,t *****t*** ***inTririrffrir**** t APPROVED BY 7 Structural Review (Revised 3/12,2012X Revised 07 /10/07)(Revised 06/10P2009XRevised 3/15/09) Zoning Clerk BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 RECEIVED JUN 142012 BY: FBC 20 Permit No. PERMIT APPLICATION Master Permit No. RG ( t "2 ©S° Permit Type: `/ JoB ADDRESS: 77 M /0a al7Z ROOFING City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes County: Miami Dade Zip: 3 3 l . NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Z IW ThAivitliti /L 2 tZ4-02 Phone #: `71 P-, e` loo sV2 7 iv ' v k(crn -L State: Fes(-f Zip: 3 las Address: City: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 0re00k, t Address: I +NO fJG,d 6 GT City: t4. MI W-t ( State: Nato*, Qualifier Name: KitO l 11 1P -S State Certification or Registration #: cP-S. 169 Certificate , Contact Phone#: f%�' i0 g S-0 C F - Email Address: 0/26/Q DESIGNER: 74ngineer: Phone #:g. Zip: 33/�� Phone #: 3 o5'6nn '0(8.)--- of Competency #: Phone #: Value of Work for this Permit: $ c-0-00 Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration ONew ORepair/Replace Description of Work: 1 /L11 Pritol ODemolition Color thru tile: * ********* **** * ***** *: *** **** ** **x:***** Fees**************** * ********** * **** * ** ** ***** ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ID 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I commenced prior to the issuance of a permit and that all work will be performed to meet the construction in this jurisdiction. I understand that a separate permit must be secured for El .F.CTRIC WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exx{eeding 52500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Zip that no work or installation has standards of all laws regulating WORK, PLUMBING, SIGNS, Signature Owner or Agent The foregoin: instrument was acknowledged before me this The foregoing instrument was aeknowledged before me this day of ,20_,by , day of ,20,by who is personally known to me or who has produced who is personally known to me !or who has produced K 1e5 1S As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: **************** A A A A A A *** ** ****** ** * **'********rii* l- int*****'i& . APPROVED BY Plaits Examiner Zoning Structural Review Clerk (Revised 3/12/2012X Revised 07 /IOA17)(Revised 06/18/28o9XRevised 3/15189) • • • BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 r� Permit No. G I �` 1 Li PERMIT APPLICATION FBC 20 Permit Type: MECHANfiCAL JUN 13Z Z Master Permit No. RCA k OWNER: Name (Fee Simple Titleholder): T�r�'lkl iA 7- a h1. Phone #: 9 1-7 ^ (('1' Address: 77 Aik: (a CI' City: V ' /f,' t S i4- State: Zip: 3S i 3 °G Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: M / (J2)/1 Sf City: Miami Shores County: Miami Dade Zip: TS 17 t> Folio/Parcel #: I o f-52 b (; L)` I Li 3 0 Is the Building Historically Designated: Yes NO J Flood Zone: CONTRACTOR: Company Name: Address: O4 Z1 City: tit t State: Zip: 3D Qualifier Name: Stt3 5 Z Phone #: State Certification or Registration #: CAC_— I ��t Certificate of Competency #: Contact Phone #: Email Address: DESIGNE Archit Engineer: / 6 tom._ ,0— wT�� 0 Cr R`6 Phone #: Phone #: 30c c - 5037 Value of Work for this Permit: $ 0 Square/Linear Footage of Work: Type of Work: DAddress DAlteration ONew CDRepair/Replace = DDemolition Description of Work: VAM S C Do-o- C i A unA '7J ,-'W S L ** *** **** b>k *>«>k>k****** *****>x****x * ** ****Fees** **** x*>k*>k****>k>x>k+x ***+ + x**>«**>k*>k+x*****+i<***** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ tc2, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip • Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, thii• inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ** ***** *+ x**+ x** s< *s< *+ x*a:* **s< ***s++ x** ***+ u** **+ x******** **+ xs+* *************x: ***** ****+ ******* *** ******+s********* **** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) O . U o< Sign: nom. `U Print: Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) t (Si er Mortgage Lender's Address t ®t4tT jr j'��P Ci ty i,,l/'Igr-( State Zip Qa0 _ Application is hereby made to obtain a permit to do the work and installations as indicated. T certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS. POOLS, FURNACE ,S, I3OlLERS. HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice w Applicant: As a condition to the issuance of a building permit with an estimated value exceeding ti2500, the applicant nrnst promise in good faith that a coin af•the notice of eanrmcnc•ement and construction lien law brochure tevll be delnvercd w the person whose property is subject to attachment Also, a certified crops of the recorded notice of commencement nuts: he posted at the job site jar the first inspection which occurs seven (7) dens rifler the building permit is issued. In the absence of such posted notice the inspe'cliun hill not he approved and a reinspection jee will he charged. Signa Owner or Agent he foregoing instrument was acknowledged before me this • ay ofyr �, byl -`iLYN J 11 2.E. who is personally known to me or who has produced f% - S • 9/4-Sc f 0 R-T As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: INDEFINITELY Lisa 1GisVold Consul **k *** kin *'k ** ** *** ****** **4r Y * * *** **Cr * *al d: **** * * *** APPROVED BY Signature Contractor The foregoing instrument was acknowledged before the this day of . 2017-Thy who is personally known to me or who has produced DLs 55ZZ ° 425- `}<i -104- 0 as identification and who did take an oath. NOTARY PUBLIC: • Sign Print: My C. * * * ** *er r **** **** * **** °'Vans Examiner Structural Review t hcv Ise d 07$ 10'0 ^r H:Rev ised f 16/ 11)P X009 H Revised 3 ='t 5A.)9 Zoning Clerk • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 RECEIVEL JUN Permit No. FL1 Z= Master Permit No. 1 I ° ) 1 • 'Zo 6-1 Permit Type: Electrical y� r� OWNER: Name (Fee Simple Titleholder): 1 G k,V( Z A loot 1 Phone #: ' I /17 c 1.-6. 4. c( i Z, Address: 17 ,pia (62? Slyt tcrc < City: M , State: Zip: 13 l °� t Tenant/Lessee Name: Pl Email: * ° JOB ADDRESS: ! / (DP' City: Miami Shores County: Folio/Parcel #: ° 2 ®6 ° 1 ° I (4 0 Miami Dade Zip: '53 3 Is the Building Historically Designated: Yes NO ‘N/c Flood Zone: •ONTRACTOR: Company Name: NI-40-1-1 Cp Phone Address:. r7-03 S °w r p City: -t / State: ''L Zip: 331 Qualifier Name: F ce._St—ct, i �7 q State Certification or Registration #:15C-- ° 1°30 '0� ! (Li -c-10470 Certificate of Competency #: Contact Phone #: Email Address: DESIGNE Architect ngineer: Prrik CA-vve &eta j &. Phone #: U• 7./ 03 '7 Phone #: Value of Work for this Permit: $ t e Type of Work: Address Description of Work: ❑Alteration Square/Linear Footage of Work: UNew ❑Repair/Replace 1e-1 ❑Demolition "4 U 0 ******** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ T,�� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ •rotarY $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO yotR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site 0 for the first inspection which occurs seven (7) days afier the building permit is issued. In the absence of such posted notice, t inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk Bonding Cotpany's Name (if applicable) Bonding Company's Address City —_ _ State Mortgage Lender's Name (if applicable) ,z .pr Mortgage Lender's Address ino City @hod e state AD04,1 (C,- (I nn� Zip Zip_O Application is hereby made to obtain a permit to do the work and installations: as indicated. t certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards cif all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS. HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice- w Applicant: As a condition to the issuance ref a building permit with an estimated value exceeding ti' 5(.trt, the applicant Hurst rz7 onrise in good faith that a cope of the notice of commencement and construction liirrr 10i4 brochure n 11l he d( livered to the person whose proircrt r is subject to attachment Also, a certified copy elf the recorded notice of commencement nurct be posted at the job site In; the fast inspection ivlric:h occurs seVen (7) days qfier the building ',emit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspi'ction f ee will he charged. - Signatu m ZZ I Owner or Agent y. gTlte forego' tg. instrument was acknowledged before me this o a4 who is personally known to me or who has produced • Z #R55AOOT day of %_1111R2t2011, by _iR C 3 .L'MI 2AZAAC _ 05 As identification and who did take an oath. 1- • Z ° NOTARY PUBLIC: gt • °j 'a • > 6 Sign: O OZ 0 zPrinl: cc II My Commission Expires: rtif Lisa G isvo l d Consul Signature CL__, _et I Contractor The foregoing instrument was acknowledged before me thi day of -- , . 20 t2•7.-by who •s personally kno n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co EFTELY ***:F ******* did ** ********** ********:F********* ••************** ***************** ****** * **.c**i* �`— & ?9,' APPROVED BY � /A/ Plans Examiner (Revised 0? =10:07 r Revised Obe tO2009k Revised 3 115 1091 Structural Review * Zoning Clerk • • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 RECEIVE1, JUN 14 2012 Permit No. _ —45 Master Permit No. It C- I 1 _ I 1 ° 264-9 Permit Type: PLUMBING flfl� p� OWNER: Name (Fee Simple Titleholder): I1L (J4 Z/ 17.1,19 Phone #: 1 ( 7 '26 ° (Y% Address: /) C / 0'2,- S T24 7 City: till - S ° State: r"--L.- Tenant/Lessee Name: Email: JOB ADDRESS: —1 7 IV v. r 6 01Y V i City: Miami Shores County: Folio/Parcel #: I• 3 7 O (2 • ()l '1 45 0 Is the Building Historically Designated: Yes NO Miami Dade Zip: '5313 CONTRACTOR: Company Name: Address: c;)-(e; C S Flood Zone: /1/94%/X/44) /X/44) Phone #: `3A -I /9 City: ®t-° (t4 (-1 Qualifier Name: State: C7,- -11 c- r . zip: Phone #: State Certification or Registration #: Certificate of Competency #: e ® " A®� ®/0 Contact Phone #: 2/ Email Address: 'DAae, (ORie /Z'e'ileQ • DESIGNER: ngineer: 21 S Phone #: d v C i ,°/. 30 i Value of Work for this Permit: $ o Square/Linear Footage of Work: Type of Work: ❑Address r w , ❑Alteration UNew ❑Repair/Replace ❑Demolition Description of Work: 11?. J c-a°t. i, ALL_ `4--s RE' 1s t 0,5-c AND . . e, m- 12.o®rAS ******** ***** *** ********** * ***** *** * * ** Fees************* ****** **** ** **** *** * ***** ****** Submittal Fee $ Permit Fee $ 75— CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ • Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be dofie in compliance with all applicable laws regulating construction and zoning. "WARNING TO 's OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT e MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS, TO YOUR PROPERTY. IF YOU INTE TO OBTAIN FINANCIlSG, E. CONSULT WITH YOUR LENDER OR AN ATTOiNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the i uance of a building permit with an estimated value exceedin $2500, the applicant must promise in good faith that a copy of the not ce of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Al o, a certified copy of the recorded notice of commencement m st be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absent of such posted notice, the inspection will not be approved and a reinsp ction fee will be charged. • Signature Signature Owner or Agent The foregoing instrument was acknowledg before me this day of , 20 _, by , who is personally known to me or who haseproduced Contra tor The foregoing instrument was ackno ledged before me this day of ,20_,by who is personally known to me or w o has produced As identification aid who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ` Sign: Print: r" Print: My Commission Expires: r My Commission Expires: *********** *** * * * ***** ******* * ******** ****** **** *x: ************** * ****************a:**** *** *** ******* **** APPROVED BY Plans Examiner Zoning Structural Review Clerk 411. (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) J m Owner or Agent Contractor Z W 4 F V The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before inc this 4. 0 M day of B 7 2t�,,,._, by T 2A-CJ. j,yNIJ A. 2E: day of �,31•.Q.., . 2012bv 9 . Q who is personally known to me or who has produced CAS _ who 's personally known to me or who has produced C.-U-6-as identification and who did take an oath. NOTARY PUBLIC:. Bonding Company's Name (if applicable) Bonding Company ='s Address City State Zip Mortgage Lender's Name Of applicable }'i`�. t r)12.4." -t Mortgage Lender's Address 1 '±t ' ,-1 1 City eflar°Ic7 f StatCADT + l lute.. Zip_<9 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction 1 understand that a separate permit must be secured for ELECTRICAL WORK., PLUMBING, SIGNS; WELLS. POOLS, FURNACES, BOILERS. HEATERS, TANKS and MR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing infornation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING q TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND, TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." ■ Notice to Applicant: As a condition to the issuance of a building hermit with an eestimutceii value (acceding £2500, the applicant mast promise in good faith that a cola of the notice of rommencememt and construction lien law brochure will be th lirct-ed to the person whose property is su1 jest to attachment. A1so, a certified copy of the recorded notice of commencement mast be posted at the joh site fin- the fast inspection ri'Irielt occurs seven (7) dais after- the building permit is issued. In the absence of such posted notice, they inspection will not be approved and a reinspection fee will he charged. Signature • . . D ZQ•(0`[ As idcrnilication and who did take an oath. a g NOTARY PUBLIC: Z j 0 Sign: w LQZtPrint w 0Z L a U My Connnission Expires: Lisa Gisvo d INDEFINITELY Consul **** e*** *** ******** fir & * ** ** **** ***** x APPROVED BY 60'1Y-11- Plans Examiner Structural Review e Revised 0? I0'0 i 11Revised 06/1 0 2009. Revised 3/15,09 Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 177473 Permit Number: DS -8 -12 -1557 Scheduled Inspection Date: November 27, 2012 Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Owner: FRANKLIN, TRACY Work Classification: Addition /Alteration Job Address: 77 NE 100 Street Miami Shores, FL 33138- Inspector: Bruhn, Norman Project: <NONE> Contractor: ORONI INC Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments NEW 12' WIDE CIRCULAR DRIVEWAY Inspector Comments Passed Failed rn/0 74- Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 26, 2012 For Inspections please call: (305)762 -4949 Page 8 of 28 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: T4. N ItO �T City: Miami Shores Folio/Parcel #: O\ ° 1430 Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): f , J S& Address: BY: AUG 1 6 2012 FBC 29_1 Permit No. VS Master Permit No. " kl ' 20 ROOFING County: Miami Dade Zip: 7,5 15 NO [� Flood Zone: Phone #: City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: COALA ‘PC.- Phone #: (3 s °11/7-- Address: 1 4 PLO ( Or- City: 0,...W\-\ State: .— Zip: ..;3 8 Qualifier Name: (>24.4%,,-) OD e. -(.. c.t Phone#: State Certification or Registration #: C . l2l Ca � 1 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: l "2 (1tJ _. Phone #: Value of Work for this permit: $ 5 1,---- Square/Linear Footage of Work: 17-45° id Type of Work: OAddition ❑Alteration UNew ORepair/Replace y AA�� ` 1 Description of Work: 1�'�,�3 �Z � t`� � � �—� �� ®gam : :ODemolition Color thru tile: e) rt1 ****** * * ***** *************** * **** * ** Fees** ** *** *x: ** ************* * * ***x:***:x ****+x*** ** on Submittal Fee $ Permit Fee $ /J v CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ n ‘D Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work > be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exgeeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law bro hirke will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencer ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature.. -_.,... --.-� f/ Owner or Agent The Zforegoing instrument was acknowledged before me this day of Yfr - , 2012.; -by "'[P (-Lti / , who is personally known to me or who has produced ')L-. op.) E As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My C ********* **a*n**'n**irk APPROVED BY Signature Contractor The foregoing instrument was knowledged before me this' 3 day of t- , 20 t , by ELSrttS, who is personally known to me kw who has produced1) € S °1(. as identif on and who did take an oath. NOTARY PUBLIC: if-XCeJ° Plans Examiner '' �./� �'-(�" Zoning Structural Review Clerk (Revised 3 /12/2012XReviced 07 /10/07XRevised 06/10 /2009XRevised 3/15/09) ti Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 181564 Permit Number: PL- 1 -12 -75 Inspection Date: November 15, 2012 Inspector: Hernandez, Rafael Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A &C PORTELA PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: New Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (786)547 -4611 Building Department Comments 1000 SQ FT ADDITION OF MASTER BEDROOM, BATHROOM AND KITCHEN REMODEL Infractlo Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments CREATED AS REINSPEC ION FOR INSP - 168844. not ready / / // / i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until November 15, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 • ............. TAMMY Ba . DESaa.aaa... . • l Comm# DD0804506 Expires 91512012 1014 Florida Notary Assn., Inc i9sea■ ae saa uaneaaaeasene •ana.eneeasaasaseaano9 Catnaps s rant STATE Of HARM tYOP 545 CONTRACTOR INC. Office: 786-370-4298 FAX:305- 381 -5907 PO.BOX 133219 HIALEAH, FL. 33013 -3219 rrelitegas @aol.com Dater / *'f? Oinaeri I nfortzukfiou: Name /1/iti Address77 , 01 slvatn to put atl cubed bcfaro day of 2a , by. .`.: ) Pirslbtaly ICnOW ii ( )Produittd 1 entiilption - Type of iclaittttc cien SiScstx z +a of Notary Public City 4m METER / TANK # (1) (2) INCOMPLETE REASON • SHUT OFF VALVE )N NR ADEQUATE RETURN AIR CHECK VENT SYSTEM ADEQUATE tfi U z ¢ i SAFETY SHUTOFF CHECKED 1 SOAP TEST CONNECTION PILOT CHECKED FLUE DRAFT TESTED SAFETY STICKER IN PLACE a. z Fa o LEFT ON YELLOW TAGGED ODOR STRENGTH STR WEAK NONE RESCHEDULE NEED PART RISER COOK ON OFF LOCKED - REFER TO DISPATCHER COI -DOG .LEFT CONDITION BAD COMP 0N ARRIVAL OCHER SATISFIES. CODE YES— COI SIG 37 RED TAGED YES cat n m a 2 °* 8 NO D.O.T. ASME DATE LAST CERTIFIED APPLIANCES • oP APPL. BTUH 100•S • Q TANK • / 1.3 METER INFOOM 4TION LOCKUP 1ST STAGE FOUND LEFT BOILER LOCKUP 2ND STAGE . FOUND LEFT CONVERSION BURNER LOAD 2N0 STAGE FOUND LEFT DRYER ! V /✓,/ ✓ V t/ MANOMETER PRESSURE ,/7. M ► /61 ' FRYER -WORK LEAK DETECTION YES FURNACE LEAK LOCATION INSIDE OUTSIDE OTHER GRILL SOAP & WATER TEST (YES) NO GENERATOR Q HIGH BILL COMPLAINT Q Low CONSUMPTION Q PERKNNC CHANGEOUT b DAMAGED Q.LEAKING Q DOES NOT REGISTER Q oTHER SHOWN IN REMARKS COMMENTS OVER POOL HEATER RANGE 8 ✓ ✓ v Vd SPACE HEATER - UNVENTED • • SPACE HEATER -VENT /VI_ 4 //vV of • WATER HEATER �! GAS LIGHT BB() to y// . V V ' This inspection covers (gcopa Asti. -P- gas) item and equipment visible and accessible to the service technician and represents the conditions existing on the date of inspection. it does not cover latent or manufacturing- defects, the lord vrorkirrg of sealed equipmertt, or structural components, and cannot he di:A:A tted to cover future or unforeseen happenings. I, /k-$ X4741/3 P7 . Customer Nam(Piease Paint) • Know how to turn oft gas in case of emergency • Have smelled propane and can detect Ws odor • Have-received the Customer Safety Information and material • • Had gas system deficiencies andtor cormctiiohs, -J any, Clearly explained to me • Am'satisfied with the service'work Wormed 1. • - 91 Service Technician Signature (Customer Signature) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 178747 Permit Number: PL- 1 -12 -75 Scheduled Inspection Date: September 21, 2012 Inspector: Hernandez, Rafael Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Plumbing - Residential Inspection Type: Septic Tank Work Classification: New Phone Number (917)826 -6492 Parcel Number 1132060131430 Contractor: A &C PORTELA PLUMBING INC Phone: (786)547 -4611 Building Department Comments 1000 SQ FT ADDITION OF MASTER BEDROOM, BATHROOM AND KITCHEN REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments SEWER CONNECTION September 20, 2012 For Inspections please call: (305)762 -4949 Page 6 of 6 Miami Shores Village JAN 19 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC20 Permit No. Master Permit No. Permit Type: PLUMBING 2 e6 9 . OWNER: Name (Fee Simple Titleholder): � G�-/`tC -� G- i�t'ZA,,� Phone #:g�7 '�S � [ Address: 74-- Pt e-r t O %- City: i\Ai A-J-u S (The-CS State: pl.__ Zip: 33i 3,/ Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: savve City: Miami Shores rr County: Folio/Parcel #: (1 ,37_0L,. D P) ° I !! `T3j Miami Dade Zip: Ls the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: L_ / 69 4 P4 4) f Phone #: p M -`-t / Address: (® "CC C City: t State: State Certification or Registration #: Contact Phone#: 5 ® Email Address: Qualifier Name: Phone #: Certificate of Competent #: 'O L ,0,9 0 Po �s o i Tz . co . Phone #: vs 36 3 r DESIGNER: Architect/Engineer: 1Y_ Pic Gv&P.j_ Value of Work for this Permit: $ l Square/Linear Footage of Work: Type of Work: ❑Address DAlteration (=New ORep air/Rgplace ODemolition Description of Work: t Al/ tA.9- C °� /341-1 1 ? -46 -v' Submittal Fee $ Permit Fee $ 3) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $,6d m ?! . vo-, TOTAL FEE NOW DUE $ (J cJ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr reinspection fee will be charged. Signature'' Owner or Agent The oregoi g instrument was acknowledged before me this /4. day of , 20 , L1, by Signature Contractor / The foregoing instrument was acknowledged before me this (10 , day of J Pte`' , 20 1 l , by who is personally known to me or who has produced 6P As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC -STATE OF FLORIDA D o s Lopez Sign: k r ; 61456 Print: ;0141. grinuAILAT:6BONDING401102, My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) who.iis personally known to me or who has produced .b/"-1 I 14- as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review N v' LI #'STATE OF FLORIDA 010 Lo 1n 4iiIII 1' � f'� 102012 Print ••...:.,.f ' >xes. 1 BON D TENATLANTICHOADIAG CO, i1G, My Commission Expires: Zoning Clerk 01- 19 -'12 12:41 FROM -Beim 7NIS IS NOT A,B1LL- •DO,NQX'PAY ••R:ENEWAL :521992.-a 545552 -2. •50SiN08i NAIVIE' .LO'CATION RED IPT'NO, . . '�A: & :'C PORTELA PLUMBING INC Cc. •# 4p000010 '2655 SW. 33, AVE 331.33 MIAMI T -138 P0002/0002 F -460 . FIRSS -I U09. • IJ P0S•T4DE.. i MIAMI, PL ; '••1?ERMIT NO,' 2$1 OWNER ''A• & .0 PORTELA .PLUMBING INC • ,Seg,'rypo of Busloas 19.6 ;PLUMBING CONTRACTOR T ic. IS AXON A . LOCAL' sU84Jt �'1T�11L IiECE1P COIE3: Y, VERAY Hat.aEN:'ro. vrouve AH I a T,NO RE0U ATONY 0 ZZQMNG •LAW$4T►•OF' ri 6CaoCCga: R EYYX MiT Th 'a6R'�idtY�%�ott � uc�NS 1s gEouwEDoYLAW.mI OF TNliutz ,ws auAUpIOA. AAYMEHfflsoUYEo IUAMI- DAORCOUNIY TAX COLIAOT 07/06/2011 6007.0000035 . 000045.00 SEE OTHER SIDE DO NOT FORWARD A & C PORTELA PLUMB•ING ARMANDO P•ORTELA PRES 2655 SW. 33 AVE MIAMI FL 33133 INC 111111ti111111I1tt11ti1111it1 1111 11 t11111i1;11I1i11'Illl.tltfl'1•I .9• 0 MULMI -DADE COUNTY .T,AX COLLECTOR . '140' W. RACIER ST, let FLOOR MIAMI; FL 33130 2011 MUNICIPAL CONTRACTORS 2012 AX RECEIPT MIAMI -DADfs COUNTY - STATE OF FLORIDA PURSUANT TO COUNTY CODES C.10 -24 EXPIRES: SEPT. 30, 2012 THIS IS NOT A BILL — DO NOT P Y RECEIPTNO. ' 30-5455522 CC NO; 04P000010 BUSINESS NAME / LOCATION A & . C PORTELA •,P.LUMBING INC 2655 SW 33 AVE OWNER IA & C PORTELA PLUMBING INC SE.E •BACK OF RECEX1 T PUN A LIST OF NON - PARTICIPATING MUNI'CYpAL ITTE•S Reoetpt holder must register rn the city Where tivorlt Is to be dons. PAYMENTMOM MIAMI DADS COUNTY YAX "V/21/2011 02270.001001 000200.00 FIRST- CI.A$S U :S. POSTAGE • PAID. • MIAMI,.FL PERMIT NO, 231 t fl1:0EiPT NoifitkiVAY p0 BUSINESS.AB A CONTRACTOR AS SPECIFIED NSREON. PLUMBING CONTRACTOR DO NOT FORWARD INC A & C PORTELA FLUMOIN ARMANDO PORTELA PRES 2655 SW 33 AVE MIAMI FL 33133 111 1111 111it11lltilltitltt „iilli1lt1111it1111t ,111}111111111111 . ^ ^ ~ ^ 1 ^ " ^ J ~ Oat2H -WOH3 t7:Zt Zt, -6t -t0 09D -3 Z000/t000d ACORDN CERTIFICATE OF LIABILITY INSURANCE PRODUCER INSURED MUTUAL INTEREST A$$URANCE,INC. ELIZABETH VERDURA 1295 CORAL WAY MIAMI FL 33145 Serial # 100138 COVERAGES DATE (Nmq/DD/YY) 01/19/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE A & C PORTELA PLUMBING, INC. 2655 SW 33 AVE MIAMI FL 33 INSURER A: GRANADA INSURANCE CO. NAIL# INSURER H: ASCENDANT UNDERWRITERS, LLC INSURER C: INSURER D: INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN is SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, wan D'L TYPE OF INSURANCE GENERAL LIAQtUTY XCOMMERCIAL GENERAL UASILTfY 1 CLAIMS MADE ED OCCUR POLICY NUMBER POLICY EF E Y POLICY EXPIRATION ^GEN'L AGGREGATE LIMIT APPLIES PER: `' I POLICY f P FLOC GL- 113937 -2 LIMITS 01/20/2012 1/20/2013 EACH OCCURRENCE S 1,000,000 pAMpGE TO RENTED PREMISES try occur nc _ $ 50 000 MED ExF tAnv one peraonl • $ 1 000 PERSONAL & ADV INJURY E 1,000,000 GENERAL AGGREGATE S 1,QO0, 0 PRODUCTS - COMP /OF ADD $ 1,000,000 AUTOMOBILE E.IABIL/TY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COM¢INED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Por accident) GARAGE LIABILITY ANY AUTO EXCESSIUMBRELLA LIABILITY OCCUR ❑ CLAIMS MADE. DEDUCTIBLE RETENTION 8 B WORKER'S COMPENSATION AND EMPLOYERS' LIABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? if yes, describe under EFEciIAL PROVISIONS below OTHER WC- 60262 -2 (Per dent) AUTO ONLY - EA ACCIDENT OTHER THAN AUTO ONLY: EA ACC $ 01/13/2012 1/13/2013 DESCRIPTION OP OPERATIONS/L,Of,ATIONSN&HIOL EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS PLUMBING CONTRACTOR CERTIFICATE HOLDER CITY OF MIAMI SHORES 10050 NE 2ND AVE MIAMI SHORES, FL 305/756 -8972 ACORD 25 (2001/08) C :IFMPROIC@F;TPROS.FP5 TO /TO 3JVd 1S3'J31NI1VYlIf1W AGG $ EACH OCCURRENCE AGGREGATE S TORYI NITI., El EL EACH ACCIDE=NT 8 EL DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY LIMIT 100,000 500,000 100.000 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES J3E CANCELLED 2EFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE a ' - r FAILURE TO DO SO SMALL IMPOSE NO OBLIGATIO - LIABIkIT'Y • KI UPON THE INSURER, Rs AGENTS OR REPRESENTATIVES. +.---- AUYHORLZED REFRESENT L"'OF•IN9&RpN 4 • `T INSURANCE AGENCY ACORD CORPORATION 1988 L060098906 89 :0T 3103/6T/1 0 01/24 /12 08:53PM RUT Construction 3056491389 Construction Trades UP•nalOYMV Board BUSINESS CERTIFICATE OF COMPETENCY O4POOP p. 01 A C P9R ©.8 .. Fi EROA FRANK P is tifedunder the pro+Asions±f r s :?N #8Wf11c1 4000 (s)3av LL flNIA nvao leo Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type:. PL U lAtt C3 f j l C OWNER: Name (Fee Simple Titleholder): \ 1) 2 Phone Address: ,1° / a›— `5" C-P Permit No i1 2 ®'75 Master Permit No.f2 , 1 -� 2_4951 City: .../6` r wt . 10'10 State: - Tenant'I.essee Name: �� Email: 010 (-��YX �IOt(NrY'4 . ' C JOB ADDRESS: / /LJ(c - --- Zip: 3 3 ( Phone #: City: Miami Shores County: Folio /Parcel+#: I 1 °" ‘51-642 ° a 13 ° I L/30 Miami Dade Is the Building Historically Designated: Yes NO Zip: ( 3 Flood Zone: 0 CONTRACTOR: Com p an y Name: L 0117k. 0. MtiJ! N, Phone #: ��f � 2 � /' 3%%Z Address: `( S S - _a (A2 7 r /^ City: 1" I / -(' State: PL Qualifier Name: Lv (5 F kUl) At j`/C2 Phoneft: State Certification or Registration #: R E%0 3 A 20 t Certificate of Competency #: 0 &' 0 c20 5 i, Contact Phone #: .�¢ DESIGN E'„� 1 "ngineer: M A- �% '1 4P 3 t L L- Phone #: / 0 S S Z 6 . 1 ''' 3 % zip: 3 3 ! f.)-- Email Address: Value of Work for this Permit: Type of Work: ❑Addition Description of Work: 1JO _Square /Linear Footage of Work: lOCPC) L3New 61-C) firet ❑Repair /Replace r � ©Demolition Submittal Fee $ Permit Fee $ 3 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ ,7otary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ - TOTAL FEE NOW DUE $ • • nding Company's Name (if applicable) Bonding Coinpany's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address CO. LAY) City . hair CrHee_. State )jr—k'lati—D( _ Zip_ 92,„:, Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this _jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK; PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS. 1-lEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition (0 the issuance qf a building permit with an estimated .value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commenc einem and construe non licm has, Inyclutre u WI be delivered w the person whime ploperiv is subject to attachment. Also a certylc,d copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) dues alter the building permit is issued. the absence of such posted notice, the inspection will not he approved and a reinspection ji,e will he charged. Signatur Owner or Agent The foregoi g instrument was acknowledged before me this day of 1 I &mewl, by Tifte4 L. Y NI a Z#42.4076. o who is -personally known to me or who has produced VS. f-. ;.T., • pp.5.spogr As identification and who did take an oath. L) C NOTARY PUBLIC: 9 0 ' t ... . 2 Sign: Print: a. 0 ,.., 6 My Commission Expires: INDEFINni,„ APPROVED BY Tra Lisa Cisvold Consul Signature The foregoing instrument was aeknow; ged before me this day of OCT/0 . 20 1 . by Li' S F 209vg who is personally known to me or who has produced as identification and who did take an oath. ***Int*** *************************** Rt-v isrd 0107 it:Revised (16E 1012009)( Revisal 3/154)9) Plans Examiner Structural Review • • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No./ • Permit Type: M 6' -N l CA ' OWNER: Name (Fee Simple Titleholder): ' 25:--dZE Phone #: / 3V-#(04-16U. Address: r City, in r i t C � Tenant'I.. -e Name: Email: 1101_ State: e%`. 4 Zip: 3 I S Phone #: JOB ADDRESS :"/ 4.7r foci` 2 1 City: Miami Shores County: Miami Dade Zip:MW- FolioiParcel#: 1' • 3ZOL -013 ` 1 (-1 - -0 Is the Building Historically Designated: Yes NO Flood Zone: /4...7D CONTRACTOR: Com aanyName: .L 2. £ lc& Phone #: Address:©L Zny erC / V C PV State: Zip: s331 Phone#: irti gITZ 68-4r State Certification or Registration grAe_ 4 1511 Certificate of Competency #: City: Qualifier Name: Contact Phone: DESIGNER ngineer: Email Address: • Plione#: '3t3 S G-7-'0 Value of Work for this Permit: $q1 hod ®i Square /Linear Footage of Work: (04,) Type of Work: ❑Addition ©�` eration ONew ❑Repair /Replace U:1 Demolition %fin 1WeMo CMG r Ref /2 l 0 Description of Work: P Submittal Fee $ * * ** * ******vw*r******** * *** *** *t **; *** t s ***1� Permit Fee $ CCU $ rw w **a re* o- ar * * * CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ otary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ h k) - U_,Q4 \V„, • 0 . Sign: a U Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) yC �� .0 `trr.12 i c" Mortgage Lender's Address 1 OD � r jro S 4 r - C i t y C 1(1(C—if— i - ( State t-.- +h C l --- Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS POOLS. FURNACES, BOILERS. HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." • ;Nonce w Applicant: As a condition to the issuance of *a building pertnit with an estimated value exceeding S2500, the applicant must promise in good. /iriih that a cope of the notice of commencement and construction lien law brochure toil/ be delivered the person whose propert r is subject to attachment. :41so, a certified copy of the recorded notice of commencement MUM be posted at the job site• lur the .first inspection which occurs seven (7) dues afer• the building permit is issued In the absence of such posted notice, the inspection will not he approved and a reiniirection fee will he charged. Signatu Ovener or Agent it he foregoing instrument w s acknowledged before me this ay of g 7 P 2 by rAfrCi LYN, 2 z 4i Z-I=. ho is personally known to me or who has produced US ® ,0icr As identification and who did take an oath. iOTARY PUBLIC: rint: 44,Jc-a Lisa Gisvold :nsut A4y Commission Expires: INDEFIN L * * * * * * * * * * * * ** * * * * * ** * *, * *,t APPROVED BY { Rev bed Q7; I O!O7 H:Revised 06, I 0'2009'H Revised 3/15'0 t1 * Contractor The foregoing instrument was acknowledged before the this 11- 201 l . by "bLli ON I 'L-C day of who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review NOTARY PUBLIC: NOTARY PUBLIC-STATE OF FLORIDA ■. rres Lopez Sign:, ,!c* , t• ; • 456 print . .10, 201 nlyt''m1+,1 TRQi2 ATf 2NTIP. My Commission Expires: * Zoning Clerk • A�c,,a.R°5 CERTIFICATE OF LIABILITY INSURANCE iiii6i2oii' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the poilcy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Dopazo and Associates 3900 NW 79th Ave Suite 700 Miami FL 33166 CONTACT Alexander Dopazo CIC PHONE (305)470 -8500 FAX (305)470 -0111 fp/C. No. M. ma Not: "AIL info @dopazo.com INSURER(S) AFFORDING COVERAGE NAIC N INSURERAMount Vernon Fire Insurance Co 26522 INSURED All Air Solutions Inc 20429 NE 10th CT RD Miami FL 33179 INSURER B :Phoenix Insurance Co 25623 INSURER C$usiness First Insurance Co. 11697 INSURERD: $ 1,000 000 INSURER E : 100 000 $ � INSURER F : COVERAGES CERTIFICATE NUMBER:CL11111402875 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POUCY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP IMM/DD/YYYY) UNITS A GENERAL X UABIUTY COMMERCIAL GENERAL LIABILITY CL2346148C 3/27/2011 3/27/2012 EACH OCCURRENCE $ 1,000 000 DAMAGE TO RENTED PREMISES (Ea occurrence) 100 000 $ � CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENII AGGREGATE LIMIT APPLIES PER: x l POLICY pi PECOT- n LOC PRODUCTS - COMP /OP AGG $ 2,000,000 $ B AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS _ SCHEDULED AUTOS AUTOSSWNED BA7349X697 3/27/2011 3/27/2012 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ Peer acEciideent)) $ PIP -Basic $ 10,000 A x UMBRELLA UAB EXCESS LIAB OCCUR CLAIMS -MADE X,2118239 3/27/2011 3/27/2012 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DED RETENTON$ $ WORKERS AND EMPLOYERS' LIABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N Y N / A 0521 -04444 9/23/2011 9/23/2012 WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POUCY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Air conditioning sales, intallation and repair. CERTIFICATE HOLDER CANCELLATION roly2121 @ gmail . com City of Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Maximo Dopazo CPIA /AD ACORD 25 (2010/05) INS025 t7nannri nt © 1988-2010 ACORD CORPORATION. All rights reserved. Thus Ar`ORrt nama and Innn ara ranictarorl marke of ArfPr1 etARA ELS,„ PMD ,R. NO s97964.,,i mils NoT A sItiO4:, NOT PAY 74,0, f?. AL 6z3022-4 14,404Ettactrritm41.014as itity STATEt CAC14315118 L R CTERcouNT .. ttAa R icAt 1,29 tINI4 rtte ° ALL AIR 317 IGUS CONTRACTOR Tr ��u SEE OTHER ME woRRERis 1 00 NOT FORWARD ALL AIR SOLUTIONS INC SERGIO SANCHEZ PRES 20429 NE 10 CT RD, MIAMI FL 33179 14111111141111111111111 111111 1111111) 1,1 t 313 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ---(ko Inspection Number: INSP - 168852 Permit Number: EL- 1 -12 -76 Scheduled Inspection Date: November 13, 2012 Inspector: Devaney, Michael Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: New Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305) 551 -4043 Building Department Comments 1000 SQ FT ADDITION OF MASTER BEDROOM, BATHROOM AND KITCHEN REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments /,/7 mar zee / November 09, 2012 For Inspections please call: (305)762 -4949 Page 6 of 36 ATLEL -1 OP ID: MA ACYC►R7 - -' CERTIFICATE OF LIABILITY INSURANCE DATE (MNWDIYYYY) 11/16/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER: IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER BUTLER, BUCKLEY, DEETS INC. 305 - 262 -0086 6161 BLUE LAGOON DR., STE 420 MIAMI, FL 33126 Mariana Gonzalez CONTACT NAME; MARIANA GONZALEZ mirk., Ext): 786- 216 -1778 FAX No): 305- 262 -0187 ni ss; MARIANA@BBDINS.COM INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : BRIDGEFIELD EMPLOYERS UABILITY COMMERCIAL GENERAL LIABILITY INSURED ATLANTIS ELECTRICAL CORP. 12803 SW 20TH TERRACE MIAMI, FL 33175 INSURER B: INSURER C : INSURER D : $ INSURER E : $ INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MMIODIYYYY) LIMITS GENERAL UABILITY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE S(RENT ED n PREMISES (Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE POLICY LIMIT APPLIES PER: PRO- JECT LOC PRODUCTS - COMP /OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON-OWNED COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ (Per PROPERTY DAMAGE $ $ UMBRELLA UAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A 830 -30442 10/30/11 10/30/12 X TWC TLIATU OR - E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule If more space Is required) CERTIFICATE HOLDER CANCELLATION MIASHVI VILLAGE OF MIAMI SHORES BUILDING & ZONING 10050 N E 2 AVE. MIAMI SHORES, FL 33138 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 7y AC7 y ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACORDTM CERTIFICATE OF LIABILITY INSURANCE 1 DATE(MPNDD/YY) 01/19/12 PRODUCER BUTLER, BUCKLEY & DEETS 6161 BLUE LAGOON DRIVE MIAMI, FL 33126 Phone: (305) 262 -0086 Fax: (305)262 -0187 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED ATLANTIS ELECTRICAL CORP 12803 SW 20TH TERRACE MIAMI, FL 33175 Phone: (786) 395 -6790 INSURER A: North Pointe Insurance Company INSURER B: INSURERC: INSURER D: INSURER E: COVERAGE THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTHWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POUCY NUMBER POUCY EFFECTIVE DATE (MMIDDIYY) POUCY EXPIRATION DATE (MM/DD/YY) LIMITS A GENERAL UABIUTY COMMERCIAL GENERAL LIABILITY CLAIMS MADE © OCCUR GGENLL AGGREGATE LIMIT APPLIES X I POLICY n PROJECT n LOC 8090001533 02/10/2011 02/10/2012 EACH OCCURANCE $ 1,000,000 UMIT(Any One Occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONALANDADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OPAGG $ 2,000,000 AUTOMOBILE LIABILITY _ ANY AUTO _ ALL OWNED AUTOS — SCHEDULED AUTOS — HIRED AUTOS — NON -OWNED AUTOS — COMBINED SINGLE UMIT (ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE UABILITY 1 ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG F EXCESS UABILITY OCCUR 0 CLAIMS MADE DEDUCTIBLE RETENTION EACH OCCURANCE $ AGGREGATE $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS LIABILITY JWC STATUTORY I�-I LIMITS 1 1 OTHER E.L. EACH ACCIDENT $ E.LDISEASE -EA EMPLOYEE $ E.L.DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDROUSMENT /SPECIAL PROVISIONS ELECTRICAL CONTRACTOR CERTIFICATE HOLDER 1 'ADDITIONAL INSURED:INSURED LETTER: I (CANCELLATION VILLAGE OF MIAMI SHORES /BUILDING & ZONING 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138, FL 33189 Faxed to: 305 - 688 -9550 (Oroni) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO mAluft DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO SO SHALL IMPOSE NO OBUGATION ON LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE dG'y + ACCORD 26-S (7/97) ACORD CORPORATION 1988 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: (4AL_ Permit No. Master Permit No. OWNER: Name (Fee Simple Titleholder): Phone#: Address /Of j tr--"- City: State: HO,"'k Zip: ( Tenant/1.e Name: Phone#: Email: ±(^0.-Irt. 4.1/-1 e- efrip-..,,,:,. , • CO...-Y-1 JOB ADDRESS: AL.4,- 0-0.{-1-- _ 1 ree-i- City: MiantiShores County: Folio/Parcel#: I 3Z0(0-0 13 • 1430 Is the Building Historically Designated: Yes NO Miami Dade Zip: CONTRACTOR: Company Name: Address: AIL -2 Eg2-0 City: 4\1■4..ki\kk, Qualifier Name: State Certification or Registration #: rfootolvi-gioiab Certificate of Competency #: Contact Phone4: Email Address: Phone#: -3.95--S-1/0 '312 3 7 Flood Zone: Phone#: State: ft-- Zip: Phonet'Ve, v ?7C 679 ( DESIGNER. ngineer: MemPli a-u Value of Work for this Permit: $ (30 d Type of Work: OAddition ZIAlteration Description of Work: ttcoie 40/ flia,A-) tit\illit a AP .14 • Yz_ Square/Linear Footage of Work: New IRepair/Replace /14/95-F0 Upcmolit ion ***************************************Fees*******t************************************ Permit Fee $ 70e, fOt> CCF $ Radon Fee $ Submittal Fee $ Scanning Fee $ iotary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO/CC $ DBPR $ Bond $ TOTAL FEE NOW DUE S • City ipany's Name (if applicable) Company's Address State Zip ,Mortgage Lender's Name (if applicable)---)C cAs� trY�i� era.- Mortgage Lender's Address ( QM `.r' City l _fir f -� 4 State Dc do C^ cal .-» Zip 5 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all Taws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING., SIGNS, WELLS. POOLS, FURNACES, BOILERS. HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: l certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice w Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant nuts; ptolltise in good fatlh that a Copy of the notice- of commencement and construction lien lair brochure will be delivered to the person whose property is subject to attachment, also, a certified copy of the recorded notice of commencement nuts, he posted at the job sire 0 for the first inspection which occurs seven (7) deers after the building permit is issued. In the absence of such posted notice, the inspection will not he approved and a reinspeetlolt fee will he charged. Signatur Owner or Agent The foregoing instrument was acknowledged before me this �gay of 1 T MAR 2 a1_, by /f(L14't}f 4VrD'2.0 w QO ,:• ho is personally known to Inc or who has produced 0 • S • CNOTARI .. +(L As identification and who did take an oath. J v PUBLIC: QR' ign: tint: Iy Commission Expires: INDEFINITELY rd Isa GisvoId Consul Signature Contractor The foregoing instrument was acknowledged before ire this day of Oct . 2O 1 . by L &/J ftLE- who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: * ;** * ** *4c'**** *****' ui ::k*iaiak,k*********k9:al•L•f ***itie*** ** *** **** eiVZ Plans Examiner APPROVED BY ( Rev ised(7I0 ::'0 Revised 06/10 t309XRevised3!15./09) NOTARY PUB I TE OF FLORIDA -•mss °• " s Lopez Sign: �� ••..,,,s e:1 .10, 2012 Print: nrnvnonTsmn T A*t??C5ti1D/GC®.,INC. My Commission Expires: ** * ** ** kVt** **'****tkiYvk•kiFxi:9t'k D.'kiett SY *k'k kdt4z dr 9r Ye*t?tt, *** Structural Review Zoning Clerk O ti Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 177472 RC- ll - 2059 Permit Number: FW -8 -12 -1556 Scheduled Inspection Date: October 22, 2012 Inspector: Bruhn, Norman Owner: FRANKLIN, TRACY Job Address: 77 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Fence/Wall Inspection Type: Final Work Classification: Wood Fence Phone Number (917)826 -6492 Parcel Number 1132060131430 Phone: (305)685 -0412 Building Department Comments NEW 5' WOOD FENCE Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 19, 2012 For Inspections please call: (305)762 -4949 Page 21 of 45 0 Z CO Ma) 0 J 11.53 FD.1 /2" Re —Bar 4' CHIKEN WIRE F. (POOR CONDITION) 100 '(R/NA ) 10.0' ASPH. PAV. FD.1 /2" Re —Bar �> 0.53' CL. 0. 45'CL 18.21' 0.70' C.B.S. WALL LINE d- (TYP.) oro 14.74' 3.45' b N 14.73' 0 CG UJ Z CO 0 N ri CL 1-- 0 -J 5'CH.L.F. FD.3 /4" 1.P. te.Jaz,L RETURN J ADDMONAL LEGEND OF A88REVIAT1ONS A/C AIR CONDITIONER ASPH, PAV ASPHALT PAVEMENT E.M ELECTRIC METER C /S. CONCRETE SLAB CL. CLEAR CONC CONCRETE ENC ENCROACHMENT F FENCE FD FOUND LP IRON PIPE P.0 POINT OF CURVATURE PKWY PARKWAY ASPHALT, PAVEMENT NE ioom ii 75' TOTAL _R /W. THOMAS J. KELLY , INC. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: $UILDING JOB ADDRESS: 1RJE[N -TED AUG 16 012 FBC 2 Permit No. Master Permit No. < 1 ` 20s1 ROOFING City: Miami Shores County: Miami Dade Folio/Parcel #: It- 32o(c 'V\5 . '13 Is the Building Historically Designated: Yes NO Zip: Zone: OWNER: Name (Fee Simple Titleholder): r:Pokf-5--L-GAJ I/ Pc - 7'c-0Q one #: Address: City: , State: Zip: Phone #: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: "* \ e__ Address: tke �d f�� 4:) C City' \ ‘ State: Addr Phone #:1. t.S, e r 6 /{E Zip: 331 Phone #: Qualifier Name: I)0.- [ z' LotS State Certification or Registration #: C d&C -125-7 C, Certificate of Competency #: Contact Phone#: Email Address: N C. •e6 — DESIGNER: Architect/ngineer: Phone #: Value of Work for this permit: $ 41,00 ` Square/Linear Footage of Work: Type of Work: °Additions t]Altexation ONew °Repair/Replace Description of Work: c ii"� Tip i,,., (� °Demolition Color thru tile: C Submittal Fee $�� ermit Fee $. V CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ q i) Bonding Company's Name (if applicable) Bonding Company's Address City State ZiP Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I .3 *4 that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for F.I .FCTRIC WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work vll be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IN' 'END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exgeeding 52500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochuke will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencenent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa. Owner or Agent The foreg t `inst�ment was acknowledged before me this 4 3 day of C- , 20'(Z -by 1124 e raAr, X-1-1.4%-)0 who is personally known to me or who has produced - ��1 4-=G As identification and who did take an oath. NOTARY PUBLIC: - Signature - Cdntractor The foregoing instrument was owledged before me this 1 day of I 'C- ,20 P by J 1: `�blir�lk$ who is personally known to me !or who has produced ` L {'j as identification and who did take an oath. NOTARY PUBLIC: iriintf` t*#- **i$ibkA ktly*Vri tri tit9kittY **** Zoning Structural Review j Clerk (Revised 3 /12/2bt2XRevised 07/I0/07)(Revised 06/10/2009XRevised 3/15/49) Iaj3a1 -�� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: C- I FBC 20 Permit No. RC /4 . Zo Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 0 °37, a01d ` 1410 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Iii tau J ,ter Por. -` p Phone #: Address: City: State: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Address: /1/4.30-1 Ee.ON i CASCi Phone #:& i) bps-- ot-ff? City: •` State: Zip: ?a ( 4 Qualifier Name: 6 nr r` -Ler( of S, Phone #: State Certification or Registrat n #: 1 Z- 7 Certificate of Competency #: Contact Phone #: 4?� e "' Email Address: DESIGNER: Architect/ ine r`1 ° '= *I N'— C J`4 P,S -L_ Phone #: lP' Value of Work for, Type of Work: , ,, Description an k „ • ®Alteration Square/Linear Footage of Work: ONew ORepair/Replace ©Demolition tgQ iS o C eet riPet■Sct ice- 71/4094r Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE oil a:. c�U Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for PI .F.CTRIC WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work sip be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value efeeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochu%e will be delivered to the person whose property Ls subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the af#sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ti Signature or Agent r tractor foregoing instrument was acknowledged before me this 2`- The foregoing instrument was acknowledged before me this day of CAr , 20 by , day of 0c4 , 2012 , by who is personally known to me or who has produced who is personally known to me !or who has produced f � - - - O As identification and who did take an oath. C Ft as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 8 LOPEZ COMMISSION • EE18809 ES March 10, 2016 109 '°< , t �� .2,! mausesp.. ****F ****** * * * * ***A A A A k **** * **** **** *********ir**e4 *Il APPROVED BY EXaiuliller * ****** *****ir***** * **** Zoning Structural Review Clerk (Revised 3 /12t2012XRevised 07 /IO/07)(Revised 06/I0 XRevised 3/15/09) Y Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:- DATE: /D - Uitt S 1, An Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: L) 2.1-6 " Z PERMIT CLERK INITIAL: (a5 Florida Building Code Online IECEflJE OCT 2 6 2U2 I) Page 1 of 1 Bus`nes Pro ssi• ulat'on BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stets & Facts 1 Publications FBC Staff BCIS Site Map Links Search #-.)°s7 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other 2010 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure ne Search 15255.1 ALL ALL ALL ALL ALL ALL ALL Search Results - Applications JFL# Type Manufacturer Validated By Status Skf5255 iVew / Trinity Glass International FL#: FL15255.1 Model: a. Fiberglass Door Description: 6'8 Single Opaque "Impact" Fiberglass Door - Outswing Configuration (X) Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Ryan 3. King, P.E. (813) 787 -8283 Approved *Approved by DBPR Approvals by DBPR shall be reviewed and ratified by the POC and /or the Commission if necessary. Contact US :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850- 487 -1824 The State of Florida is an AA /EEO employer. Copyright 2007 -2010 State of Florida :: privacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for offidal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click berg,. Product Approval Accepts: http : / /www.floridabuilding.org /pr /pr app_lst.aspx Ldit (' SAFE 10/25/2012 Florida Building Code Online u e Pie anal Re ul kt Bus'nes Pro ssi Regulation Page 1 of 5 BCIS Home Log In User Registration Hot Topics 1 Submit Surcharge Stats & Facts 1 Publications FBC Staff BCIS Site Map Links Search 1 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15255 New 2010 Approved 0 Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 (253) 875 -7300 rickw @rwbldgconsultants.com Vivian Wright rickw @rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2015 Ryan ]. King, P.E. i Validation Checklist - Hardcopy Received FL15255 RO COI Certificate of Independence.pdf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM G155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15255 RO Equiv Of Standards.pdf Year 1996 1999 2003 2004 1994 http : / /www.floridabuilding.org /pr /pr app_ dtl .aspx ?param= wGEVXQw1Dgv3yVVKJZ 1 Q... 10/25/2012 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/26/2012 04/13/2012 03/08/2012 04/18/2012 Page 2 of 5 Summary of Products Go to Page _ _ _.._ - Page 1 / 2 FL # Model, Number or Name Description 35255_1^ - a. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door - Outswing Configuration (X) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15255.1 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instructions FL Rt -5253.1 odf Verifedyndon -F cchmldt;'P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL15255 - -110 AE— Eval-- 15255.1_qdf -- Created by Independent Third Party: Yes — __ _ 15255.2 b. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: N/A Other: See INST 15255.2 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.2.pdf Created by Independent Third Party: Yes 15255.3 c. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Configurations (OX or XO; OXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15255.3 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.3.pdf Created by Independent Third Party: Yes 15255.4 d. Fiberglass Door 6'8 Double Opaque "Impact" Fiberglass Door with or without "Impact" Sidelites - Outswing Configurations (XX; OXXO) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15255.4 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation instructions FL15255 RO II INST 15255.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.4.odf Created by Independent Third Party: Yes 15255.5 e. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door - Outswing Configuration (X) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15255.5 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL15255 RO II INST 15255.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15255 RO AE EVAL 15255.5.0df Created by Independent Third Party: Yes http: / /www.floridabuilding.org/pr /pr_ app_ dtl .aspx ?param= wGEVXQwtDgv3yVVKJZ 1 Q... 10/25/2012 R w R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrieo, FL 33595 Phone 813.659.9147 Florida Board of Professional Engineers Certificate of Authorization No. 9813 ipu12SI'SI;II' �� I.�d� III V� I�i,lliil66i I,. I1Illl11raPi 66a!6 Product Category Sub C tegory Manufacturer Product Nanle r o n In g xter r oor sse les \ _ 1 Trinity Glass International 4621 192nd St. East Tacoma, Washington 98446 Phone 235 - 875 -7300 Facsimile 235 -875 -7301 Opaque Fiberglass "Impact" Door Outswing uct Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # lass International based on Rule Chapter No. 9N -3, Method 1D of the State of Florida Product Approval, iness & Professional Regulation. ltants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company �rr�ctb; ting the product or in any other entity Involved in the approval process of the product named herein. Limitations: 1. Thi ted and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the (HVHZ). shell be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing tised in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact Slant covering. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 15255.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for "HVHZ ". 8. See drawing FL- 15255.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01470437 TEL 06- 0918 -2 TEL 01370079 2. Drawing No. No. FL- 15255.1 3. Calculations Anchoring 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. Test Standard TAS 201, 202, 203 -94 TAS 201, 202, 203 -94 TAS 201, 202, 203 -94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Testing Evaluation Lab.,Inc. Testing Evaluation Lab.,Inc. Testing Evaluation Lab.,Inc. Signed qv Lyndbn F. Schmidt, P.E. Wendetl W. Haney, P.E. Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/2912012 PF 1089 Sheet 1 of 1 1, this product has been evatrroted and 1s in ccmpkance with the 2010 Florida Bung Code (FBC) structural requirements' including the High Velocity Hurricane zone' fH`l 2. Product anchors shalt be as fisted and spaced as shown on deto9s. Anchor embedment to base material shalt be +beyond wail dresses or stucco. 3. When used in the HVI-T this product complies with Section 1624 of the Florida Budding Code and does not require an impact repbkmt covering. 4. When used in areas outside of the 'MVFtZ'requking nand borne debris protection this product complies with Section 1609.12 of the FBC and does not require on impact resistant covering. Ns product meets m1ssde level Tr and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1 .4 of the FBC. 5. For 2x stud framing construction anchoring of these units be the some as that shown la 2x buck masonry construction. TAILS OF COMM AESGI uo 1 lypiccietevodom, desk fixes & general otes 2 c panel detah 3 cis s tcns 4 Y crassssefiore 5 6eicleamfiemneatct+asg 6 Canponenfiz 7 B�ofn i +75.0 37.StT x 8�.7 @VG C .Q .68x8 /18/12 N.T.S. te.: - 15255.1 *If 35.75° MAX. PANH. WIDTH INTERIOR 0 HORIZONTAL CROSS SECTION POLYURETHANE ... FOAMED FIBERGLASS .4 M YARN i k 0 REINFORCEMENT • q 4 I ■!:). i SEE HARDWARE DEMIL 2 -8 4i i CHART FIBERGLASS SKIN SEE I DETAIL I i 45 i "..- I t ET—) 0 OPAQUE DOOR DOOR sot aorr MIN. THK. FIBERGLASS CORE MATERIAL: POLYURETHANE FOAM DETAIL I PVC TOP RAIL EXTERIOR PVC BOTTOM RAA 2 ()VERTICAL arms SEC1ION 0 /18/12 sake N. T.S. rats. fp.: JK CNC. HY: LFS an, FL-15255.1 a z 3 az z a) SHEET 2 OF 7 N — 0 MAHUMC1UPL1 . KNOB: SIGNATURE MIES DEAD84:93: SIGNATURE SEIVES (980) KVAKSET DETAIL I PVC TOP RAIL EXTERIOR PVC BOTTOM RAA 2 ()VERTICAL arms SEC1ION 0 /18/12 sake N. T.S. rats. fp.: JK CNC. HY: LFS an, FL-15255.1 a z 3 az z a) SHEET 2 OF 7 N — 0 1 -1/4 MIN. EMB. fTYP.) ItrIEW > QQ HORIZONTAL CROSS SECTION 1 -1 /4 MIN. EMB. [TYP.) INTERIOR E.XTERI}R THOITIZOIVTAL CROSS SECTION Shown w/1 X sub -buck EXTERIOR C)HORIZONTAL CROSS SECTION 1 -1 /4 MIN. EMB, (IYP.) a SS SECTIONS N z 0 6 0 o z we 1/ 8/12 SOME N.T.S. eau. er JK a cm. Bh LFS MANG NO, 0 FL- 15255.1 x • sign _ oFZ e °VERTICAL CROSS SECTION EXTERIOR INTERIOR ( 3 VERTICAL CROSS SECTION 4 dulswingsil - high cian INTERIOR 2 VERTICAL CROSS SECTION Shown w /1X sub -buck 0 VERTICAL CROSS SECTION OJtswing s8 SS SECTIONS 6 r m go o+m 1/18/12 PE M_T.S. JK ow. cr: IFS 0 CONSULTANTIN INC. ors ea: FL- 15255.1 0 %Err 4 0' 7 00\pf1089 \D. RWBC Drawings \ 2010\ F1- 15255.1 R■A • Projects\Project Folders \Proj 1 BUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have d 1`eran! edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morta joints. If concrete anchor locations noted as AMAX ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints additional concrete anchors may be required to ensure the MAX. ON CENTER' ctbnensions are not exceeded. 3. Concrete anchor table: ITW SIZE C . .. A . 'ANCHOR 1/4' 1.1/4" 2 -1/2" 3" ELCO 1/4' 1 -1/4" ITW 3/16" 1 -1/4" 2 -5/8" 2.1 f4• FRAME ANCHORING Masonry construction J STRIKE JAM HINGE DETAIL I HINGE DETAIL 2 2X BUCK IX BUCK 0 2 M7E 1/1 8/12 SCALE N.T.S. aoc. err JK ao. sr: LFS artwwna FL- 15255.1 sera of 7 u 2 z ® 201 2 RAY. 130 4.58- 4.56" 2.38" OHEAD AND JAM Wood 2.44° (":;14FAD AND JAMBS Cemposite PVC Base wi Magian Wrap 4.54. 0 O (";-, =SWING BRESHOW High-dorn 2.44" ®HEAD Amp JAMBS PvC 8 =WING Duman SIIKEY, LEFT SCALE: NONE 4.56' 0 0 0 SItLKEY, RIGHT SCALE: NONE 4.56" O SONCEY DEMO Optional 51. aa we. 1/ 8/12 scra. N. TS. MG. sr : J1( *sc. t LFS °moo co.: FL-15255.1 slim 6 or 7 OONSULTANTM INS ©20}2 R.W s\proj 1001.1100\pf1084AD. RWBC Drawings \2010 \FL BILL OF MATERIALS M, * DESCRIMON nut as A 1X BUCK SG> =0.55 WOOD 8 ' "-2X C SG e.55 WOOD C 1/4" MAX. SHIM SPACE - 0 1/4" X 23/4" PFH ELCO OR TM CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACt 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4' X 3-3/4 PFH TTW CONCRETE SCREW STEEL H 114 X3-1 /4" PFH TTW CONCRETE SCREW STEEL .1 #9 X 2-1/4" PFH WS STEEL I. #8 X 2 -1/7' PFH WS STEEL M 3/16" X 3-1/4' PFH 11W CONCRETE SCREW STEE- P 1/4"X 2-3/4' PFH ELCO OR flW CONCRETE SCREW STEEL 1 JAMB (FINGER -JOINT PINE - SG >= 0.42} WOOD 2 JAMB PVC 3 JAMB FIBERGLASS /COMP 8 #6 X 1 -1/4 PFH DRYWALL SCREW StttL 12 WEATHER STRIP QEB0650 Q-LON - 18 3.983" X 4.0" HINGE MIN 0.098" THICK STEEL 19 SILLKEY PC /ASA 22 DEADBOLT STRIKE PLATE STEEL 23 STRIKE PLATE STEEL 24 #9 X 518' PFH WS STEEL 25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP. 26 #9 X 1.0' PFH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP. 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAI S - 64 #8 X 2" PFH WOOD SCREW STEEL 0 5 8 0 z DATE 1/1 8/12 scaL N.T.S. ONG. BY JK GM ao LFS MGM MI: FL- 15255.1 7 or 7 ® 2012 R.W. BUILOtNU DONOULTANT. rt4j •• .• . .... 4 ........ .... • ........ ... • dward A. - • CONSULTING ENGINEER • (30)823-393., fr- WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: ZAZADZE RESIDENCE, 77 NE 100TH STREET, MIAMI SHORES, FLORIDA Structure Type Building Gcpi Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or Il Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.33 ft Ridge Height (RHt) 14.50 ft Mean Roof Height (Ht) 12.41 ft Width Perp. To Wind Dir (B 56.00 ft Width Paral. T� Wind Dir (L 66.00 ft Type of Structure Height/Least Horizontal Dim Flexible Structure I 0.22 No Importance Factor Hurricane Prone Region (V >100 mph) Table 6-2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt= 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust1 Zm Izm Lzm Q Gust2 For rigid structures (Nat Freq > 1 Hz) use 0.85 Zmin Cc * (33/z) "0.167 I *(zm/33)"Epsilon (11(1 +0.63 *((B +Ht) /Lzm)"0.63))"0.5 • G (CEMEIMIlliaLiEMEMLW 1/ Wit Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 15.00 0.2281 427.06 0.9134 0.8794 0.85 ft Fig 6-5 Internal Pressure Coefficients for Buildings, Goof Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 6/25/2012 Page No.1 of 4 6/25/2012 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz Ib/ft" 2 Pressure (Ib/ft*2) 2 01 *(15 /zg) "(2/Alpha) Windward Wall* Leeward Wall Total Shear Moment +GCpI -GCpi +GCpi -GCpi + /-Gcpi (Kip) (Kip -ft) 15 0.85 1.00 39.37 19.69 33.86 -22.63 -8.45 42.31 35.54 266.57 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting System . (Method 2) L L Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 r yt - a o'+ °� , -�... s =s A C a- a p, ;,. Roof Area (sq. ft.) Kh 2 01 *(15 /zg) "(2/Alpha) 0.85 1.00 Kht Topographic factor (Fig 6-4) 1.00 Qh . 00256 *(V) "2 *I *Kh*Kht*Kd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V"2*I *Khcc *Kht *Kd 39.37 psf Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 r yt - a o'+ °� , -�... s =s A C a- a p, ;,. Roof Area (sq. ft.) - Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 56 ft wall) Leeward Walls (Wind Dir Normal to 66 ft wall) Side Walls Windward - Min Cp indward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) -0.46 -0.50 -0.70 ** -0.54 -0.04 -0.46 -0.54 -0.46 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -22.63 -23.82 -30.52 -25.16 -8.29 -22.48 -18.07 -15.40 -8.45 -9.65 -16.34 -10.99 5.88 -8.31 -18.07 -15.40 Page No. 2 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Overhang Bottom (Aplicable on Windward only) 0.80 26.77 ,E*1*/*%1YeatrAlrelli'M041;Th011o f Witt VelTi Dist from Windward Edge: 0 ft to 24.82 ft - Max Cp -0.18 Dist from Windward Edge: 0 ft to 6.205 ft - Min Cp -0.90 Dist from Windward Edge: 6.205 if to 12.41 ft - Min Cp -0.90 Dist from Windward Edge: 12.41 ft to 24.82 ft - Min Cp -0.50 Dist from Windward Edge: > 24.82 ft -0.30 26.77 -13.11 1 -37.21 -23.03 -37.21 -23.03 -23.82 -9.65 -17.13 -2.95 Kh= Kht = Oh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg)"(2/Alpha) Topographic factor (Fig 6-2) 0.00256*(V)A2 *ImpFac *Kh *Kht *Kd Angle of Roof 0.85 = 1.00 39.37 = 14.0 Deg Torsi s:, Longitudinal Direction Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 * p = qh * (GCpf - GCpi) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 6/25/2012 Page No. 3 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings wI Ht <= 60 ft a = 4.9 a Hipped Roof 7 < Theta, < =27 64 =_> I 4.96 ft 1 Double Click on any data entry line to receive a help Screen Component imam (ft) span (ft) Area (ft" 2) Zone GCp Wind Press (IbI tA2) Max Min Max Min UPLIFTS 0.00 TRUSSES 2 10 33.33 1 0.40 -0.85 22.66 -40.47 TRUSSES 2 10 33.33 2 0.40 - 1.44 22.66 -63.73 TRUSSES 2 10 33.33 3 0.40 - 1.44 22.66 -63.73 0.00 WINDOWS 0.00 A 4 5 20.00 4 0.95 - 1.05 44.37 -48.31 0.00 B 3 4 12.00 4 0.99 -1.09 45.91 -49.85 C 4.5 2.33 10.49 4 1.00 - 1.10 46.32 -50.26 D 3 4.33 12.99 4 0.98 - 1.08 45.67 -49.61 0.00 E 3.25 2.33 7.57 4 1.00 -1.10 46.46 -50.40 F 2 7 16.33 4 0.96 - 1.06 44.98 -48.92 G 3 3 9.00 4 1.00 -1.10 46.46 -50.40 H 0.00 J 1.5 5 8.33 4 1.00 - 1.10 46.46 -50.40 K 3 5.25 15.75 4 0.97 - 1.07 45.09 -49.03 L 6 4 24.00 4 0.93 -1.03 43.82 -47.76 M 6 3.75 22.50 4 0.94 - 1.04 44.01 -47.95 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 6/25/2012 Page No. 4 of 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: f �„i /00 s� FBC 20 Permit No. Master Permit No R — it °2® S7 ROOFING City: Miami Shores r� County: Miami Dade Folio/Parcel #: 11 � � ° ors Is the Building Historically Designated: Yes NO A Flood Zone: OWNER: Name (Fee Simple Titleholder): f .-2-A241-Z7-6 T( `( U0 ne #: Zip: 7r.?d Address: (�- City: State: Zip: Tenant/Lessee Name: Phone #: Email: ` CONTRACTOR: Company Name: ® NS V3C, Phone #: (7C) ) `-' &r C) if 2' Address: 4.5 v ksui 60— City: i`-)■ C y.--kkk State: Ft..- Zip: 37/ p Qualifier Name: 421.48 nC� Y- \ ✓ Phone #: State Certification or Registration #: C.-12676.r-71 Certificate of Competency #: Contact Phone#: Email Ad ess: DESIGNER: Architect/Engineer: V- ik-(2. � CA4`1 2'S Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition // /O�Alteration ONew ❑Repair/Replace Description of Work: 1; rb T/-r i IU &S ODemolition Color thru tile: * * * * * * * * ** :,, * * * * * * * * * * * * * * * * * * * **** *Fees * ****x **** *x:***** **** * * *** ******* *:x**** * *** Submittal Fee $ % Permit Fee $ `' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee '$ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City - State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing " nstrument was acknowledged before me this .5 day of , 20 _, by , day of c ��J , 20 ! Zby who is personally known to me or who has produced who is personally known to me or who has produce` ie.-- As identification and who did take an oath. OP1 Pi as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign Print: Prin My Commission Expires: My * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ************************************************** ** * * * * * ** **** ****** ** *** * * ** *** 9621 Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15- 31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs in attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package ORLANDO M. FORTUN CONSULTING ENGINEERS, P.A CIVIL /STRUCTURAL P.E. -22249 — EB — 00512 7220 S.W. 39TH TERRACE MIAMI, FL. 33 PHONE 305) 262 -6225 FAX (305) 262 -201 Project Name: ORONI CONST. (F. ZAZADZE — RES.) 77.N.E. 100 STREET MIAMI SHORES,FLORIDA Building Authority: MIAMI FLORIDA, FLORIDA Design Load: 30 + 15 + 0 +10 psf Building Code: FBC2010/ TPI 2007 / ASCE7 -10 Software Used: MITek @20/20 2012 Ver. 7.35 Project Engineer of Record: OPla 00 a ffoulun NG E, � INEER9, P.A. CIV ' Uor FE, 22249 7 .W. 39th TER MIAMI, FLA, 331 TEL - 06) 262 -6226 FAX - (30G) 292-2014 JUL 1 7 2012 J JUL 1 7 2012 To: - f ' Reaction Summary Job Number: Page: 1 Date: 07 -17 -2012 - 10:35:57 AM Project ID: ORONI- Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: ED Salesperson: Quote Number :" Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 4 (1) 4-Ply FG1 150 lbs. each 22 - 0 - 0 2X6 /2X6 FLAT 2 -0 -0 0.00 0.00 Jointl7 Joint9 "° a 114521bs. 114521bs. -6778 lbs. -6778 lbs. 1 \I \IMisIP"—I /I/ ' : ©7� (wry �ry2� �Q{ y� n N g :I Ll V:,.- Jd\; m n o r l on e.' ',G!NEER - P.A. IVIL / TR CTU 7220 S.W. 59th TEM MIAMI, FLA, 33'.5 TEL - (305) 262 -6225 FAX - (305) 262- : - JUL 1 7 2012 Job Reference (optional) 7.350 s May 18 2012 MiTek Industries, Inc. Tue Jul 1712:07:19 2012 Page 1 ID:kFf1 hdGG ?ZsAgOCxP34QXiyxSoA- FWVoFki1 MO?t8FO8zu8otpml nHoaT8zuxv7648yxAt6 14-7 -7 1 18 -2 -13 I 22 -0-0 3-7 -7 3-7 -7 3-9-3 Job Truss 7 -10 -12 FG1 Royal Truss Company, Doral, FL, Edward Davis 3-9-3 3-9-3 6x12 = 1 4x10 = 2 Truss Type FLAT 7-4-9 11 -0-0 3-7 -7 3-7 -7 3x5 = 15 316 3x4 I I 4 Qty 1 Ply 4 3x5 = 517 18 4x10 = 6 Scale = 1:40.9 Camber = 7/16 in 6x12 = 7 14 5x12 MT2OH II 13 12 5x12 = 4x10 = 11 4x8 = 10 - 9 4x10 = 5x12 = 8 5x12 MT2OH I I 3-9-3 7-4-9 11 -0 -0 14-7 -7 18 -2 -13 22 -0-0 3-9 -3 1 3-7 -7 1 3-7 -7 3-7 -7 3-7 -7 3-9-3 Plate Offsets (X,Y): [2:0- 3- 8,0 -2- 01,16:0- 3- 8,0 -2 -0], [9:0- 3- 8,0 -2 -8], [10:0- 3- 8,0 -2 -0], [12:0- 3- 8,0 -2 -0] [13:0- 3- 8,0 -2 -8L LOADING (psf) SPACING 2 -0 -0 TCLL 30.0 Plates Increase 1.00 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 * Rep Stress lncr NO BCDL 10.0 Code FBC2010/TP12007 CSI TC 0.39 BC 0.75 WB 0.97 (Matrix -M) LUMBER TOP CHORD 2x6 SYP SS BOT CHORD 2x6 SYP SS WEBS 2x4 SP No.2 *Except* W1: 2x6 SYP No.2, W2: 2x4 SYP SS DEFL in Vert(LL) -0.37 Vert(TL) -0.84 Horz(TL) 0.11 (loc) 11 11 8 Udefl >692 >308 n/a Ud 240 180 n/a BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 14= 10179/0 -3 -8 (min. 0 -3 -1), 8= 10179/0 -3 -8 (min. 0 -3 -1) Max Upliftl4=- 2624(LC 8), 8=- 2624(LC 8) Max Grav 14= 12213(LC 13), 8= 12213(LC 13) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -14 =- 11089/2433, 1- 2=- 23224/4990, 2- 15=- 37124/7977, 3- 15=- 37124/7977, 3-16=-41791/8978, 4-16=-41791/8978, 4-17=-41791/8978, 5- 17=- 41791/8978, 5- 18=- 37124/7977, 6- 18=- 37124/7977, 6 -7 =- 23224/4990, 7 -8 =- 11089/2433 BOT CHORD 13 -14 =- 298/1384, 12- 13=- 4990/23224, 11 -12 =- 7977/37124, 10 -11 =- 7977/37124, 9- 10=- 4990/23224, 8-9 =- 298/1384 WEBS 2- 13=- 8250/1902, 3- 12=- 4460/1076, 4 -11 •- 2499/657, 5- 10=- 4460/1076, 6 -9 =- 8250/1902, 1 -13 =- 5119/23826, 2- 12=- 3247/15109, 3 -11 =- 1130/5074, 5 -11 =- 1130/5074, 6 -10 =- 3247/15109, 7 -9 =- 5119/23826 PLATES MT20 MT2OH GRIP 244/190 187/143 Weight: 587 Ib FT = 20% Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. NOTES 1) 4 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0 -7 -0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0 -8 -0 oc. Webs connected as follows: 2x4 - 1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7 -10; 175mph (3- second gust) Vasd= 136mph; TCDL= 5.0psf eave=4ft; Cat. II; Exp B; Encl., GCpi =0.18; MWFRS (directional); Lumber 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Bearing capacity is increased by the plate at joint(s) 14, 8. Plate must be 7) This truss has been designed for a 10.0 psf bottom chord live load nonco Continued on page 2 CONSULTING ENGINEERS, M. CIVIL / STRUCTURAL f bearing surfacef.E.22249 any other live loads. 7220 5.W. 39th "'ERR MIAMI, FLA, 58155 TEL - (305) 262-6225 FAX - (505) 262 -2014 JUL 17 2012 Job Truss 7 -10 -12 FG1 Royal Truss Company,1Doral, FL, Edward Davis Truss Type Qty Ply FLAT 1 4 Job Reference (optional) 7.350 s May 18 2012 MiTek Industries, Inc. Tue Jul 17 12:07:19 2012 Page 2 ID:kFfl hdGG ?ZsAgOCxP34QXiyxSoA- FWVoFki 1 M O?t8FOazusotpml nHoaT8zuxv7648yxAt6 NOTES 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2624 Ib uplift at joint 14 and 2624 Ib uplift at joint 8. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 8- 14=- 353(F= -333), 1- 7 = -592 ©rra ind© me ifoirtutni CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL i.e. 22249 72220 S.W. 39th TEM MIAMI, FLA, 88158 TEL - (SOS) 262 -6225 FAX - (305) 262 -2014 JUL 17 2012 HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES It is the responsibility of the installer (builder, building contractor, licensed contractot erector or erection contractor) to properly receive,, unload, store, handle, Install and brace metal plate connected wood trusses to proto tllfe :and property. The installer must exercise the same high degreeefsafety awareness as with any other structural material. TPl does not intend these recommendations to be interpreted assuperiortotheprojeotArchitectsorEnginee ssdesignspeciQcation for handling, installing and bracing wood trussesforapartioulorrcoforfioor. These recommendations are based upon the collective experience of':ieadingltr chriical TRUSS' PLATE INSTITUTE 583 D'O.nomo Dr., Suite 200 Madison, Wisconsin 53719 (808) 833 -5800 personnel In the wood truss industry, but must, dueto the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or Installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damagesarlaingframthe use, application or reliance on ths recommendations and Information contained herein by building designers, installers, and others. Copyright m by Truss Palate institute, Inc. All rights reserved,. This document or any partthereof must not be reproduced in any form without,written permission 'Of the publlsjuer. Printed in the -United States of America. Trusses stored horizontalyshouldbesup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. Trusses stored vertically should bet bracsd;tat prevent toppling or tipping. Tag Une Approximately 1/2 truss length Approximate) '/m truss length Truss spans less than 30'. Spreader Bar Toe In Toe In 1011\I \r 11'111, I/sl Approximately 1/2 to 1 truss len th Spreader Bar Toe In Less than or equal to 60' Tag Une Tag Une Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Toe In / ..►�.. Approximately "/a to 35 truss I >> • th Tag Une Strongback/ Spreader At or above . mid height Bar _ 10' Approximately 3 to 1/2 truss length Str'ongback/ SpreaderBar Greater than 60' Less than or equal to 60' GROUND BRACING',BUILDI •Typivai vertical,. attachment Plan 12 4 or greater � , I $ `�t 11 �, ill I C 1 6 ii 1�� km I � Ip N7, f b _ ,..n uNNmgl 11lf1 { iii i� � r��p' = Gb� "�:n4" ,� 4�1Y - I �n k �Qi G �RQ %RAC:. g PA b* III:- • . Over 28' - 42' Up to 32' 4/12 8' 20 15 Over 32 - 48' 4/12 6' 10 7 Over 48'-60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -larch HF -1-em-Fir Ali lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce-Pine-Fir Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required Top chords that are laterally braced can buckle togettherand cause collapse inhere isnodiago. nal bracing. Diagonal bracing should be nailed to the underside of the top chord when pintas are attached to the topside of the top chord. 4 0 'TRUSS SPAN ' r �y4 MINIMUM I'I t maw, i 7kTFRAL DIFFERENCg tihn� ii O Iri'N �#r CHORD I BRACE SPA IND to .,'!,I:, . 71 Rp HfAi'MR D GCS SFI/►ittaa ` " =l �'; t' u I yx .SPXDF, ',SPFIHF::,'.a Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer , DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required , SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. 12 5�— .4: Frame 3 Top chordsthatare laterally braced can buckle togetherand causecofepse hailers land diago- nal bracing Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord 12 4 or greater Up to 32' Over 32' - 48' Over 48' - 60' Over 60' 4/12 4/12 4/12 BOTTQII LATE. SPAbIN 15' 15' 15' 'BOTTOM CHORD QIAGONAL BRACE SPACING (caw trusses] SP 20 /t1 SPF /F¢ 15 10 6 See a registered professional engineer HF - Douglas as Fir -Larch ee 00 Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Q`I�TQ�II 7 4 SP - Southern Pine SPF - Spr u e.Pine -Fir Ali lateral braces lapped at least 2 trusses. j HARD PLANE I Cross bracing repeated at each end of the building and at ?0' Intervals. 0 r— Permanent continuous lateral bracing as specified by the truss engineering. 3 os WEB MEMBER PLANE;::: Frame 4 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Mr SPF - Spruce - Pine -Fir 4i • 224/2 o Top chords thatare laterally braced can buckie togetherand cause collapse inhere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required gre greater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are stability and rnust be du both ends of the truss system. WAX 4x2 PARALLEL CHORD TRUSS :TOP CHi Top chords that are laterally braced can truckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 30'(Oes1 End diagonals are stability and must be dup both ends of the truss system. Frame 5 31/au Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. i ii' a, l 't0.0.70 . TQP.CHORD:. DIAGON LBRACE' • MINIMUM LATERAL BRACE Su!b1NG i(DBS} +n' SPAN DEPTH' : SPACING(LBsj . • #trusis@sj ,.. SP.7D.F!.);;:S.PF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Mr SPF - Spruce - Pine -Fir 4i • 224/2 o Top chords thatare laterally braced can buckie togetherand cause collapse inhere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required gre greater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are stability and rnust be du both ends of the truss system. WAX 4x2 PARALLEL CHORD TRUSS :TOP CHi Top chords that are laterally braced can truckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 30'(Oes1 End diagonals are stability and must be dup both ends of the truss system. Frame 5 31/au Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH 4TOP TOP CHORD Y ; I=ATERALBRACE SPACING(LB2;)` e � H` DIAi .ON SP4CINO4QB'y; iii ;i ( #ttrusse$] Y 8 LACE ny SP /DF ` SRF /HF::.. Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir Diagonal brace also required on end verticals. 12 —I 3 or greater 9• All lateral, braces lapped at least 2 trusses. Top chords that are laterally braced can buckle togetherandcausecoUapaelf there lane diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. MONO TRUSS. Continuous Top Chord Lateral Brace ---.. Required PLUMB Truss Depth Dan) t 1/4"-- Maximum Misplacement D{in) ` .` Q/50 ,:• D {ft)..j 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' - 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' Lesser of D/50 or 2" Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. T 1 ±1/4" Lan) Length L(In) BOW —r t Lesser of L/200 or 2" Lan) Lesser of 14200 200 or 3f �p L(t►) `. `L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Lesser of 14200 200 or 3f �p L(t►) `. `L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1 -1/2" 25.0' OUT-OF-PLANE INSTALLATION TOLERANCES. Frame 6 BU LD G PE Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC ATION Permit No. Master Permit No.(-,/ "- 2057 Permit Type BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): � Gt, Phone #: City: t f ( 1N FMS State: !° Zip: ?,3/ Tenant/Lessee Name: ff Phone #: Address: Email: JOB ADDRESS: City: Miami Shores County: Folio/Parcel #: I( - 3Z 0 c et I - l? 0 Is the Building Historically Designated: Yes CONTRACT Company Name: Address: /'9 ®J 6cr City: State: Zip: Qualifier Name: 4c�� Phone #: State Certification or Registration #: C C-1 S— Certificate of Competency #: Contact Phone#: Email'"Address: DESIGNER: Architect/Engineer: CL t aii ez-C- Phone #: Value of Work for this Permit: $ -Ir" - °'v Square/Linear Footage of Work: s Miami Dade Zip: NO Flood Zone: Phone #: 31— t?-f— 6,11Z Type of Work: DAddition DAlteration UNew DRepair/Replace Description of Work: -u <3 [iu 5 DDemolition ******:**** **** *** ** ****** ****** ** ** *xx:* ******** x: ***** ** * * * ** **** **** ** ** ******** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 5V TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Contractor The foregoing instrument was acknowledged before me this /0 day of who i -rson , 20 q.,.by (Ur 1 43 to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY ,'� /"-- Plans Examiner Zoning A4431:2.7 / 1 2. Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15- 31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs in attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Packitge- Shores 1 %ilia v� ORLANDO M. FORTUN _ — CONSULTING ENGINEERS, P.l_ CIVIL /STRUCTURAL P.E. -22249 – EB – 00512 7220 S.W. 39TH TERRACE MIAMI, FL. 33155 PHONE 305) 262 -6225 FAX (305) 262 -2014 By ALL FEOER.gL Project Name: ORONI CONST. # 2 -11 -12 ( F. ZAZADZE -RES.) 77 N.E. 100 STREET MIAMI SHORES,FLORIDA Building Authority: MIAMI SHORES, FLORIDA Design Load: 30 + 15 + 0 +10 psf Building Code: FBC2007/ TPI 2002 / ASCE7 -05 Software Used: MITek @20/20 2000 Ver. 7.14 Project Engineer of Record: orllsand® mn f®PtC(Alltl CONSULT! IEEgs,1' 9 7220 5.W. ' , r MIAMI. FLA, 33155 TEL - (505) 2e r • FAX - (50) 252 -2094 FEB 2 3 2.02 To: • ORONI Reaction Summary Job Number: Page: 1 Date: 02 -22 -2012 - 4:09:21 PM Project lD: 2 -11 -12 Project: Block No: Model: Lot No: Contact Site: Office: Deliver To: Account No: Designer: ED Salesperson: Quote Number. Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 2 CJ4 14 Ibs. each 4 - 5 - 10 MONO TRUSS 0 -11 -15 1.77 0.00 Joint 1 Joint 2 Joint 5 94 lbs. 139 lbs. 70 lbs. -51 lbs. -119 lbs. U 4 CJ9 37 lbs. each 9 - 9 - 5 MONO TRUSS 1 -9 -5 1.77 0.00 Joint 1 Joint 6 437 lbs. 891 Ibs. -227 lbs. -523 lbs. 4 (2) 2 -Ply GR1 71 lbs. each 17 - 8 - 0 HIP 1- 9- 5 2.50 0.00 Joint 1 Joint 6 1862 lbs. 1862 lbs. -1045 lbs. -1045 Ibs. �11 \I► ,,� __ - 2 (1) 2 -Ply H1 47 lbs. each 12 - 1- 0 2X4J2X6 HIP 0 -11 -15 2.50 0.00 Joint 1 Joint 5 31311bs. 3131 lbs. -1793 lbs. -1793 lbs. iic' �=� 12 Jl 1 Ibs. each 1 - 0 - 0 MONO TRUSS 0- 6- 1 2.50 0.00 Joint 1 Joint 2 40 lbs. 40 lbs. -33 lbs. -36 lbs. 1 8 J3 9lbs. each 3 - 0 - 0 MONO TRUSS 0 -11 - 5 2.50 0.00 Joint 1 Joint 2 Joint 3 1381bs. 113 lbs. 50 lbs. - 761b5. -102 lbs. _.-- I 8 J5 15 lbs. each 5 - 0 - 0 MONO TRUSS 1- 4- 5 2.50 0.00 Joint 1 Joint 2 Joint 3 248 lbs. 203 lbs. 90 lbs. • - 1371bs. -180 lbs. I IJ ■ 6 J7 21 Ibs. each 7 - 0 - 0 MONO TRUSS 1 -9 -5 2.50 0.00 Jointl Joint2 Joint3 358 Ibs. 293 lbs. 130 lbs. -194 lbs. -253 lbs. J ____________::---,'_. ---____:_i 4 Ml 8 lbs. each 2 -10 -15 MONO TRUSS 0 -11 - 2 2.50 0.00 Joint 1 Joint 2 Joint 3 133 lbs. 109 lbs. 48 Ibs. -73 lbs. -98 lbs. I 20 T1 67 lbs. each 17 - 8 - 0 COMMON 2 -1 -15 2.50 0.00 Joint 1 Joint 5 935 lbs. 935 lbs. -486 Ibs. -486 lbs. E'�-' 2 V11 28 Ibs. each 11- 9 - 3 VALLEY 0 -10 -0 1.70 0.00 Jointl Joint3 419 lbs. 419 lbs. -229 lbs. -229 lbs. r_______-.-=:: 2 V17 47 lbs. each 17 - 7 - 12 VALLEY 1- 3- 0 1.70 0.00 Joint 1 Joint 4 Joint 3 304 Ibs. 925 lbs. 304 Ibs. - 1481bs. - 4791bs. -148 lbs. r - 2 V23 67 lbs. each 23 - 6 - 6 HOWE 1- 8- 0 1.70 0.00 Joint 1 Joint 9 Joint 7 Joint 6 Joint 5 261 lbs. 687 lbs. 238 lbs. 687 lbs. 261 lbs. -137 lbs. -366 lbs. -105 lbs. -366 Ibs. -13j lbs. / 1 V4 6 Ibs. each 4-0-0 VALLEY 0 -5 -0 2.50 0.00 Jointl Joint3 115lbs. 115lbs. -971bs. -97 lbs. _i,._ 2 V5 8 lbs. each 5 - 10 - 9 VALLEY 0- 5- 0 1.70 0.00 Joint l Joint 3 171 lbs. 171 lbs. -142 lbs. -142 lbs. 1 V8 19 lbs. each 8 - 0 - 0 VALLEY 0 -8 -7 2.50 0.00 Jointl joint 284 Ibs. 284 Ibs. - 1671bs. - 1671bs. --- _ ` oirllando CONSULTING P. fiJ 7220 S.W. 39th ` ' TEL - (305) 262-6 •••• me for tun n dtite o,4,:. P.A. 22249 R AMI, FLA. 33155 AX - 262 (305) -2014 ' FES2.3 2012 Job 2 -11 -12 Truss CJ4 Truss Type MONO TRUSS Qty 2 Ply 1 Royal Truss Cdrp., Haileah Gardens ORONI Job Reference (optional) 7.250 s Mar 23 2011 MTek Industries, Inc. Wed Feb 22 16:04:54 2012 Page 1 ID:geUMSHZCX 5MrdwxD?Vg2NziZzD -tc1yA atiwUJwvQpFXoz8pN Cl?QxZJZOG3jrKOzYa7 4-5-10 4-5-10 Scale = 1:9.1 1.77 FIF 3x5 II • 2 3 4-7 -2 4-7 -2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007T1P12002 CSI TC 0.24 BC 0.15 WB 0.00 (Matrix) DEFL in (Ioc) Udefl Vert(LL) -0.02 1-5 >999 Vert(TL) -0.03 1-5 >999 Horz(TL) -0.00 2 n/a L/d 240 180 n/a PLATES GRIP MT20 244/190 Weight: 14 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 1= 94/0 -11-5 (min. 0 -1-8), 2= 139/Mechanical, 5= 31/0 -3-8 (min. Max Horz 1 =33(LC 3) Max UpIift1= -50(LC 3), 2=- 119(LC 3) Max Grav 1 =94(LC 1), 2= 139(LC 1), 5 =71(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or Tess except when shown. 0-1-8) Structural wood sheathing directly applied or 4-5-10 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 Ib uplift at joint 1 and 119 Ib uplift at joint 2. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Trapezoidal Loads (plf) Vert: 1=-8(F=41, B=41)- to- 2=- 101(F =-5, B= -5),1 — 2(F=9, B =9) -t ita4ando m 1 ®ritcrn CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 89th TERR MIAMI, FLA, 35155 TEL - (505) 202 -6225 FAX - (505) 262 -2014 FEB 2 .1 zu12 Job 2 -11 -12 Truss CJ9 Truss Type MONO TRUSS Qty 4 Ply 1 ORONI Job Reference (optional) Royal Truss Corp., Haileah Gardens ec 1 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed Feb 22 16:04:55 2012 Page 1 ID:geUMSHZCX 5MrdwxD? Vg2NziZzD- LpbKNKbVSEcAX3 ??pEJCh0KdUPgwIdoXVTOsSziYa6 5-7 -13 9-9-5 5-7 -13 1.77 12 4-1-8 2x4 11 3 Scale = 1:19.0 5-7 -13 5-7 -13 1 4x4 = 9-9-5 4-1-8 LOADING (psf) TCLL 30:0 TCDL 15,0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.56 BC 0.55 WB 0.60 (Matra) DEFL in (loc) I/defl Vert(LL) 0.12 1 -7 >904 Vert(TL) -0.20 1 -7 >548 Horz(TL) 0.04 6 n/a Ud 240 180 n/a PLATES GRIP' MT20 2441190 Weight: 38 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2X4SYPNo.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3 -11 -14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS °:(lb/size) 1= 438/0 -11 -5 (min. 0 -1-8), 6= 892/Mechanical Max Harz 1= 151(LC 4) Max Upliftl=- 227(LC 3), 6=-522(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2 =- 1980/1009 BOT CHORD 1 -7= 1126/1939, 6-7=- 1126/1939 WEBS 2-6 =- 1984/1152, 3-6 =- 371/309 NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsfi BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 Ib uplift at joint 1 and 522 Ib uplift at joint 6. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted asfront (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Trapezoidal Loads (plf) Vert: 1=-8(F=41, B= 41)- to- 3=- 217(F =-63, B =-63), 3=-157(F=-63 1= 2(F =9, B= 9)- to- 5=- 49(F =15, B = -15) o and® IIUUO o 1614an 163(F=owratift ENGINEERS. M. CIVIL / STRUCTURAL EE. 22249 7220 S.W. 39th TERR MIAMI. FLA, $3155 TEL - (305) 262 -6225 FAX - (505) 262 -2014 Job 2 -11 -12 Truss GR1 Truss Type HIP Qty 2 Ply 2 ORONI Job Reference (optional) Royal Truss Corp., Haileah Gardens 7.250 s Mar 23 2011 MTek Industries, Inc. Wed Feb 22 16:04:55 2012 Page 1 ID:geUMSHZCX 5MrdWxD? Vg2NziZzD- LpbKNKbVSEcAX37?pEJCh0Kd7Pb9Ik nXVTOsSzYa6 I 4-1 -13 7-0-0 10-8-0 1363 17-8-0 I I I 4-1-13 2-10-3 3-8-0 2 -10 3 4-1 -13 Scale = 1:30.5 2.5017T 4x4 = 5x6 = 3 4 3x4 3x4: :i - 5 2 +w u� o5 � —.0011111111111111111111111111-....111111e6,„— Mal bi hi ...., a 6 _. ...... I 1 11 9 8 7 ..• ......_ ....:.„ 7111 10 3x8 = 2x4 I I 4x4 = 3x4 = 3x8 = 2x4 I I 3x8 _ 4-1-13 7-0-0 10-8-0 13-6-3 17-8 -0 I I I I I 41 -13 2 -10-3 3-8-0 2 -10-3 4-1 -13 Plate Offsets (X,Y): [4:0- 3- 0,0 -2 -14] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10 :0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.52 BC 0.85 WB 0.13 (Matrix) DEFL in (loc) I/defl lid Vert(LL) 0.33 8-9 >620 240 Vert(TL) -0.53 8-9 >382 180 Horz(TL) 0.11 6 n/a n/a • PLATES GRIP MT20 244/190 Weight: 143 Ib FT = 0% LUMBER BRACING TOP CHORD, 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. REACTIONS (Ib/size) 1= 1862/0 -8-0 (min. 0 -1-8), 6= 1862/0-8-0 (min. 0-1-8) Max Uplift1=- 1044(LC 3), 6=- 1044(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 1 -2 =- 6907/3892, 2- 3=- 6954 / 3989, 3-4=-6726/3902, 4- 5=- 6958/3989, 5-6 =- 6906/3892 BOT CHORD 1- 11=- 3745 /6677,10 -11=- 3745/6677, 9-10 =- 3745/6677, 8-9 =- 3788/6722, 7- 8=- 3745/6676, 6- 7=- 374516676 WEBS 2- 9 =-82/ 490, 3-9 =- 363/863, 4-8 =- 363/855, 5-8 =- 82/495 - NOTES 1) 2 -ply truss to be connected together with 10d (0.131"x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-5-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 DOL =1.33 plate grip i 5) Provide adequate drainage to prevent water ponding. ®(p ({ n (4 (4* 6) This truss has been designed fora 10.0 psf bottom chord live load noncan any ofhe - 7) Provide mechanical connection (by others) of truss to bearing plate apabl a _ ding 1' • ■ c and 1044 Ib uplift at joint 6. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to suo co � trat:NM* 1j 25064914111N9199111, 409 Ib up at 10 -8-0, and 706 Ib down and 409 Ib up at 7-0-0 on bottom alb connection device(s) is the responsibility of others. N gn a © u �N 1,4 EEt25, P.A. •y RAL PM. 22249 FLA, 53155 FAX - (305) 262 -2014 / FEB 2 3 LUiG 604totremfautEndard Job 2 -11 -12 Truss GR1 Truss Type HIP 2 Ply 2 ORONI Job Reference (optional) Royal Truss Corp., Haileah Gardens 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed Feb 22 16:04:55 2012 Page 2 ID:geUMSI-ZCX 5MrdwxD? Vg2N7177n- LpbKNKbVSEcAX3 npEJChoKd7Pb91knXv TOsSziva6 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pif) Vert: 1-3=-90, 3- 4=- 188(F =97), 4-6= 90,1- 9 = -20, 8-9=- 42(F =22), 6-8 =20 Concentrated Loads (lb) Vert: 9 — 706(F) 8=-706(F) ©Pla[rlt do 1f ®LT"t4Jni CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 59th TERR MIAMI, ILA, 53155 TEL - (505) 262 -6225 FAX - (505) 262 -2014 Job 2 -11 -12 Truss H1 Truss Type HIP Qty 1 PIy ORONI Job Reference (optional) Royal Truss Corp., Haileah Gardens 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed Feb 22 16:04:56 2012 Page 1 I D: qeU M SHZCX_5M rdwxD7Vg2NziZzD -q?9l bgb7DYk 19DaCNygR EEtkQpxj 19bhkNCxPuziYa5 I 3-3-0 I 6-0-8 8 -10-0 12-1-0 I I I 3-3-0 2-9-8 2 -9-8 3-3-0 Scale = 1:20.7 2.50 F1F 8x10 tr. 3x8 11 8x10 2 3 4 3x10 = — 3x10 = �� — �� lg a 8 7 6 I 3-3-0 I 6-0-8 8-10-0 12 -1-0 I I I 3-3-0 2-9-8 2 -9-8 3-3-0 Plate Offsets (X,Y): [2:0- 5- 0,0 -2 -9], [4:0-5- 0,0 -2 -9] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0' SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.81 BC 0.83 WB 0.29 (Matrix) DEFL in (Ioc) I/defl Lid Vert(LL) 0.40 7 >344 240 Vert(TL) -0.62 7 >222 180 Horz(TL) 0.06 5 n/a n/a • PLATES GRIP MT20 244/190 Weight: 95 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc BOT CHORD 2 X 6 SYP SS purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-10 -3 oc bracing. REACTIONS ' (Ib/size) 1= 3131/0 -8-0 (min. 0- 1 -14), 5= 313110 -8-0 (min. 0 -1 -14) Max Uplift! =- 1793(LC 3), 5=- 1793(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 1 -2 =- 10403/5994, 2-3=-10573/6111, 3-4= 10573/6111, 4-5 =- 10403/5994 BOT CHORD 1-8 =- 5833110149, 7-8 =- 6062/10573, 6-7=- 6062/10573, 5-6 =- 5833/10149 WEBS 2- 8=- 998/1892, 4-6 =- 998/1892 NOTES 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. PIy to ply connections have been provided to distribute only Toads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live Toads have been considered for this design. 4) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 DOL =1.33 plate grip 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live Toad noncorc 7) Provide mechanical connection (by others) of truss to bearing plate capable and 1793 lb uplift at joint 5. 8) Girder carries tie -in span(s): 17-8-0 from 0.0-0 to 12 -1-0 9) Girder carries hip end with 3-3-0 end setback. 10) Hanger(s)'or other connection device(s) shall be provided sufficient to subr``trti 63 Ib up at 8-10-0, and 104 Ib down and 63 Ib up at 3-3-0 on bottom ch • aril d n C4.`i * j a jf ®irt u n • .= y other - • , ,_ • ing 179 r'1' , .n � U • M. PE. 22249 s hug 7220 S.W. 590 TERR MIAMI, FLA, 83155 dtsiW4S vfdAnoP05) 262 -2014 - - connection device(s) is the responsibility of others. i Continued on page 2 wwu cwsgs/ scanaar Job 2 -11 -12 Truss H1 Truss Type HIP 1 Ply 2 Royal Truss Corp., Haileah Gardens ORONI Job Reference (optional) 7.250 s Mar 23 2011 MTek Industries, Inc. Wed Feb 22 16:04:56 2012 Page 2 ID:geUMSHZCX 5MrdWxD? Vg2NzIZzD- q? 9ibgb7DYk19DaCNygREEtkQpxj19bhkNCxPuziYa5 LOAD CASE(S) Standard 1) Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pif) Vert: 1-2=-90, 2- 4=- 103(B =-13), 4-5= 90,1- 8=- 433(F =- 413), 6- 8= -435(F =-413, B =-3), 5- 6 = -433(F =-413) Concentrated Loads (lb) Vert 8= 104(B) 6=-104(B) oa laflyd© [r tlD 'Florham) lm) CONSULTING ENGINEERS, PA CIVIL / STRUCTURAL RE. 22249 7220 S.W. 39th ERR MIAMI, FLA, 33155 TEL - (305) 262 -0225 FAX - (305) 262 -2014 1-E.! ''3L012 Job 2 -11 -12 Truss J1 Truss Type MONO TRUSS Qty 12 Ply 1 Royal Truss Corp., Haileah Gardens 1 i 1-0-0 ORONI Job Reference (optional) 7.250 s Mar 23 2011 MTek Industries, Inc. Wed Feb 22 16:04:56 2012 Page 1 ID:geUMSHZCX 5MrdWxD? Vg2NziZzD- q? 9ibgb7DYkl9DaCNygREEtwkp8j1D2hkNCxPuzYa5 1-0-0 2.50 12 Scale =1:4.7 2 1-0-0 1-0-0 165'; LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber lncrease 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.02 BC 0.00 WB 0.00 (Matrix) DEFL in (Ioc) l/defl Ud Vert(LL) -0.00 1 >999 240 Vert(TL) -0.00 1 >999 180 Horz(TL) -0.00 2 n/a n/a PLATES GRIP Weight: 2 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND REACTIONS (lb/size) 1= 41/0 -8-0 (min. 0 -1-8), 2= 41/Mechanical Max Horz 1 =16(LC 3) Max Upliftl= -32(LC 3), 2= -36(LC 3) BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL.Opsf; BCDL= 5.0psf; h =15ft; Cat. 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 Ib uplift at joint 1 and 36 Ib uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. LOAD CASE(S) Standard ®U LC8 nde m. ff ®U 141561 CONSULTING ENGINEERS. P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S. 39th TERR MIAMI. FLA. 83155 TEL - (305)202 -6225 FAX - (305)202 -2014 �a� % toil Job 2 -11 -12 Truss J3 Truss Type MONO TRUSS 8 Ply 1 Royal Truss Corp., Haileah Gardens ORONI Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed Feb 22 16:04:57 2012 Page 1 ID:geUMSHZCX 5MrdWxD?Vg2NziZzD- IBi4oOc1 rsunN9OwfMgmRP3eDTvmflgzlyWKzYaI 3-0-0 3-0-0 3-0-0 3-0-0 Scale =1:6.7 6 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.14 BC 0.07 WB 0.00 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) -0.00 1 -3 >999 240 Vert(TL) -0.01 1-3 >999 180 Horz(TL) -0.00 2 nla n/a PLATES GRIP ' MT20 244/190 Weight: 9 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 1= 139/0 -8-0 (min. 0 -1-8), 2= 113/Mechanical, 3= 25/Mechanical Max Horz 1 =53(LC 3) Max Upliftl = -76(LC 3), 2=- 101(LC 3) Max Grav 1= 139(LC 1), 2= 113(LC 1), 3 =50(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3 -second gust); TCDL= 5.Opsf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 2) This truss has been designed for a 10.0 psf bottom chord live Iced nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at joint 1 and 101 Ib uplift at joint 2. LOAD CASE(S) Standard orlleando UI o ' Qorr ax[1 CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, $3155 TEL - (305) 262 -6225 FAX - (505) 262 -2014 2012 Job 2 -11 -12 Truss J5 Royal Truss Corp., Haileah Gardens Truss Type MONO TRUSS Qty 8 Ply 1 ORONI Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed Feb 22 16:04:57 2012 Page 1 I D:geUMSHZCX_5MrdWxD?Vg2Nzi77n -I Bi4o0c1_rsunN9CwrMgmRP?xDRbmflgzl yVxKzYaz 5.0-0 5-0-0 Scale = 1:10.1 3x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.Q SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.44 BC 0.22 WB 0.00 (Matrix) DEFL in (Ioc) Udell Vert(LL) -0.03 1-3 >999 Vert(TL) -0.06 1 -3 >866 Horz(TL) -0.00 2 n/a L/d 240 180 n/a PLATES GRIP MT20 244/190 Weight: 15 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 1= 249/0 -8-0 (min. 0 -1-8), 2=203/Mechanical, 3=45/Mechanical Max Horz 1 =88(LC 3) Max Upliftl=- 137(LC 3), 2=-180(LC 3) Max Grav 1= 249(LC 1), 2 =203(LC 1), 3=90(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 Ib uplift at joint 1 and 180 Ib uplift at joint 2. LOAD CASE(S) Standard ®U ll ncloO ma lortom CONSULTING ENGINEERS, P.A. CML / STRUCTURAL P.E. 22249 7220 S.W. 39th TER! MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 F�� 2 3 1012 Job 2 -11 -12 Truss J7 Royal Truss Corp., Haileah Gardens Truss Type MONO TRUSS 6 Ply 1 ORONI Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed Feb 22 16:04:57 2012 Page 1 ID:geUMSHZCX 5MrdWxD? Vg2NziZzD- IBi4o0c1_ rsunN9OwfMgmRP ?1DNymflgzlyVxKziYa4 7-0-0 7-0-0 Scale = 1:13.7 3x4 = 7-0-0 7-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007JTPI2002 CSI TC 0.43 BC 0.45 WB 0.00 (Matrix) DEFL in (Ioc) Udefl L/d Vert(LL) -0.11 1-3 >722 240 Vert(TL) -0.27 1-3 >289 180 Horz(TL) -0.00 2 n/a n/a PLATES GRIP' MT20 244/190 Weight: 21 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib /size) 1= 359/0 -8-0 (min. 0 -1-8), 2= 293/Mechanical, 3 =65/Mechanical Max Horz 1= 121(LC 3) Max Uplift1=- 193(LC 3), 2=-253(LC 3) Max Grav 1= 359(LC 1), 2= 293(LC 1), 3= 130(LC 2) FORCES (Ib) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsfi h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 Ib uplift at joint 1 and 253 Ib uplift at joint 2. LOAD CASE(S) Standard ®eaand® mD tartan" CONSULTING ENGINEERS, M. CIVIL / STRUCTURAL P.E. 22249 w;a'^ 7220 6.W. 39th TERR MIAMI, PLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 Job 2 -11 -12 Truss M1 Royal Truss Corp., Haileah Gardens Truss Type MONO TRUSS 4 Ply 1 ORONI Job Reference (optional) 7.250 s Mar 23 2011 MTek Industries, Inc. Wed Feb 22 16:04:58 2012 Page 1 ID:geUMSHZCX 6MrdWxD?Vg2NziZzD- mOGTOMdNi9 IOWkaUMNJfyFXdpDV6Y_Bgh2TnzYa3 2 -10-15 2 -10-15 Scale = 1:6.6 2.50 FIF 2 3x4 = 2 -10-15 2 -10-15 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.13 BC 0.06 WB 0.00 (Matra) DEFL in floc) l/defl L/d Vert(LL) -0.00 1-3 >999 240 Vert(TL) -0.01 1-3 >999 180 Horz(TL) -0.00 2 n/a n/a PLATES GRIP • MT20 244/190 Weight: 9 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND BRACING TOP CHORD Structural wood sheathing directly applied or 2 -10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 1= 134/0 -8-0 (min. 0 -1-8), 2= 109/Mechanical, 3= 24/Mechanical Max Horz 1 =51(LC 3) Max Upliftl = -73(LC 3), 2= -98(LC 3) Max Grav 1= 134(LC 1), 2= 109(LC 1), 3 =49(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5Apsf; BCDL= 5.Opsf; h =15ft; Cat. 0; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 Ib uplift at joint 1 and 98 Ib uplift at joint 2. LOAD CASE(S) Standard ©Hondo m. Vachon CONSULTING ENGINEERS, p.A. CML / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 1'kd LV iG Job 2 -11 -12 Truss T1 Truss Type COMMON Qty 20 Ply 1 ORONI Job Reference (optional) Royal Truss Corp., Haileah Gardens 7.250 s Mar 23 2011 M-rek Industries, Inc. Wed Feb 22 16:04:59 2012 Page 1 ID:geUMSHZCX 5MrdWxD? Vg2NziZzD- EagrDie?W1-6cOgJn2408rsVLsO VEW47QKRb?DzYa2 I 5 -0-13 I 8-10-0 12 -7 -3 17-8 -0 5-0-13 3-9-3 2.50 12 4x5 2x4 - 1 � 11 2 1 I 393 5 -0-13 Scale = 129.9 = 2x4 4 `-V� 6 ►„� 3x6 5x8 = 3x6 — 8 -10-0 17-8 -0 I 8-10-0 8 -10-0 Plate Offsets (X,Y): [6:0- 4- 0,0 -3-0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.41 BC 0.76 WB 0.24 (Matrix) DEFL in (Ioc) Udefl Lid Vert(LL) 0.25 6 >813 240 Vert(TL) -0.50 5-6 >408 180 Horz(TL) 0.10 5 nla n/a PLATES GRIP MT20 244/190 Weight: 68 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-1 -1 oc BOT CHORD. 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1= 935/0 -8-0 (min. 0 -1-8), 5= 935/0 -8-0 (min. 0-1-8) Max Upliftl=- 486(LC 3), 5=- 486(LC 3) FORCES (Ib) - Max. Comp.Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 2=- 3073/1673, 2- 3= 2362/1199, 3-4 =- 2362/1199, 4-5 =- 3073/1673 BOT CHORD 1- 6=- 1585/2962, 5- 6= 158512962 WEBS 3-6=- 173/533, 4-6=-795/537, 2- 6=- 795/537 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 486 Ib uplift at joint 1 and 486 Ib uplift at joint 5. LOAD CASE(S) Standard ®uleind® Fro. Ironton CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 . 7220 5.W. 59th TERIZ TE 805) 262 -6225 FAX - (5055))26212014 FE8 2 J 2012 . Job 2 -11 -12 Truss V4 Truss Type VALLEY Qty 1 Ply 1 ORONI Job Reference (optional) Royal Truss Corp., Haileah Gardens 7.250 s Mar 23 2011 M'Tek Industries, Inc. Wed Feb 22 16:04:59 2012 ID:geUMSHZCX 5MrdwxD? Vg2NzZzD- EagrDie? WT6cOgJn2408rsVP1 O9QEZo7QKRb 2-0-0 4-0-0 Page 1 ?DzYa2 2-0-0 2-0-0 Scale = 1:7.8 3x4 = 2.50 FE 2 3 d 1 ►.•�• ■- * - * -* - • •• -• -• -• -• j - * -* •- • -• -• -* j j j j j j -* j* * * 0i!i!. _i!i!i (i!i!i!i.i!i! _ to_ i!i! _ i! i..b! i! i! i! i! i! i_ i. i. i! i! i! i !i ..i!i!i!i!i!i!i!i!i!i.i.i!i!._ _ to_ _i! _i_i!i!i_ai!i!i! _i_i 4-0-0 Plate Offsets (X,Y): [2:0- 2 -0,Edge) LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 100 Code FBC2007/TPI2002 (Matrix) Weight: 6 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 44-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 116/4 -0-0 (min. 0- 8-15), 3= 116/4-0-0 (min. 0 -8-15) Max Upliftl= -96(LC 3), 3= -96(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 Ib uplift at joint 1 and 96 Ib uplift at joint 3. LOAD CASE(S) Standard ®rland® me i ®rtam CONSULTING ENGINEERS, P.A. CIVIL / STRUCTURAL P.E. 22249 • 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 Fail 3 1012 Job 2 -11 -12 Truss V5 Truss Type VALLEY Qty Ply 1 Royal Truss Corp., Haileah Gardens ORONI Job Reference (optional) 7.250 s Mar 23 2011 MTek Industries, Inc. Wed Feb 22 16:05:00 2012 Page 1 ID:geUMSHZCX 5MrdwuD? Vg2NzIZiD- imODRleeHmESequzcnvNO41YAQVfz42Hf A9YfzYa1 2 -11 -5 5 -10-9 2 -11-5 2 -11 -5 1.70 FIT Scale = 1:11.3 3x4 = ■i,i i i it• i i ititi Mb t t4tAt• i t i i i it ∎tit it• i i i i it4ti i i i iti itiri i i i t4t4 t.41 � I 0 4 I I I t 5-10 -9 5-10 -9 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress 'nor YES Code FBC2007/TPI2002 CSI TC 0.31 BC 0.00 WB 0.00 (Matrix) DEFL in (loc) Udefl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.02 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 9 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BRACING TOP CHORD Structural wood sheathing directly applied or 5-10 -9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb /size) 1=171/5-10-9 (min. 1-2-13), 3 =171)5 -10-9 (min. 1-2-13) Max Uplift1= 142(LC 3), 3=- 142(LC 3) FORCES (Ib) - Max. Comp/Max. Ten. - All forces 250 (Ib) or less except when shown. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 Ib uplift at joint 1 and 142 Ib uplift at joint 3. LOAD CASE(S) Standard of Dia ido m0 too -tun CONSULTING ENGINEERS, PA CIVIL / STRUCTURAL P.E. 22249 7220 S.W. nth TERR MIAMI, FLA, 33155 TEL - (305) 262 -0225 FAX - (305) 262 -2014 - -til1UJ2 Job 2 -11 -12 Truss V8 Truss Type VALLEY Qty 1 Ply 1 ORONI Job Reference (optional) Royal Truss Corp., Haileah Gardens 7.250 s Mar 23 2011 MTek Industries, Inc. Wed Feb 22 16:05:00 2012 Page 1 ID: geUMSHZCK_ 5MrdWxD? Vq2Nz2zD- imODR1eeHmESequzcnvNO41agQSbzO2Hf A9YfziYal 3-4-8 4-7-8 &0-0 I 3-4-8 1 -3-0 3-4-8 Scale = 1:15.5 2.50 FT. 3x4 = 3x4 = N. 2 3 4 Ma erg• NW allii r -i .. -. - -i - .- .- i- -i--. .... -. -i.. ... .--- -..- .- :— i.-- i- i- i- i— i -i -i -i -i -i -i 3x4 3x4 I8-0-0 0-0 Plate Offsets (X,Y): [2:0- 2 -0,0 -0-1], [3:0 -2 -0,0 -0-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.20 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 20 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 8 -11 -13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 284/8 -0-0 (min. 0 -1-8), 4= 284/8 -0-0 (min. 0-1-8) Max Upl'rft1- 166(LC 3), 4=-166(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 2= -694/459, 2- 3=- 664/459, 3-4= -694/459 BOT CHORD 1- 4=- 425/664 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 Ib uplift at joint 1 and 166 lb uplift at joint 4. r LOAD CASE(S) Standard ®crOsanc © tm foil-tun CONSULTING ENGINEERS, M. d'a CIVIL /5TRUCTUKAL FE. 22249 7220 5.W. 89th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 1-E,Efl.3 1U12 Job 2 -11 -12 Truss V11 Royal Truss Corp., Haileah Gardens Truss Type VALLEY 2 Ply 1 ORONI Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed Feb 22 16:05:00 2012 Page 1 ID:geUMSHZCX 5MrdNhcD? Vg2NziZZD- imODR1eeHmESequzcnvNO41YbQPAz02Hf A9YfziYal 5-10 -9 11 -9-3 5-10 -9 i 5 -10-9 1.70 I 12 3x4 = 2 2 ■■ 1 3 3x4 11 -9-3 3x4 Scale = 1:19.4 11-9-3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0, SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.28 BC 0.42 WB 0.00 (Matrix) DEFL in (loc) Udefl Lfd Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.02 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 29 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-7 -7 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1= 419/11 -9-3 (min. 0 -1-8), 3=419/11-9-3 (min. 0-1-8) Max Uplift1= 228(LC 3), 3=- 228(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2 =- 1383/846, 2 -3= 1383/846 BOT CHORD 1- 3=- 811/1353 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL =5.Opsf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Irumber DOL =1.33 plate grip DOL =1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live Iced nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228 Ib uplift at joint 1 and 228 Ib uplift at joint 3. LOAD CASE(S) Standard ©Bloc ® m. lorhan CONSULTING ENGINEERS. P.A. CIVIL / STRUCTURAL I'Ji. 22249 7220 S.W. 39th TER MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 t-� 3 �ZDi2 Job 2 -11 -12 Truss V17 Truss Type VALLEY Qty 2 Ply 1 ORONI Job Reference (optional) Royal ; Truss Corp., Haileah Gardens 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed Feb 22 16:05:01 2012 Page 1 ID:geUMSHZCX 5MrdWxD?Vg2NziZzD- AzybeNfG24MJF S99VQcxHaelgmFiRzQtewi46zYaC I 8-9-14 17 -7 -12 8-9-14 1.70171i 1 __...w 1 5x8 = 2 8 -9-14 1 Scale = 1:29.1 3 w.. MI �� _ Iii■ ^* 3x4.-: 4 3x4 5x8= I 8 -9-14 17 -7 -12 8-9-14 1 8 -9-14 1 Plate Offsets (X,Y): [4:0- 3-0,0 -3-0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.60 BC 0.36 WB 0.15 (Matrix) DEFL in (Ioc) I/defl lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 48 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1= 280/17 -7 -12 (min. 0 -2 -1), 3= 280/17 -7 -12 (min. Max Upliftl =- 147(LC 3), 3=- 147(LC 3), 4=- 478(LC 3) Max Grav1= 305(LC 5), 3= 305(LC 6), 4= 926(LC 1) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except WEBS 2-4 =- 697/496 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL =5.Opsf; BCDL= 5.Opsf; Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 5) Provide mechanical connection (by others) of truss to bearing plate capable Ib uplift at joint 3 and 478 Ib uplift at joint 4. LOAD CASE(S) Standard BRACING TOP CHORD BOT CHORD 0 -2 -1), 4=926/17-7-12 when shown. h =15ft; Cat. II; Exp with any other of withstanding 147 / Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. (min. 0-2 -1) C; enclosed; C -C live Toads. Ib uplift at joint 1, 147 a , cellaLfiil (o m. 110 'g ®U"awn CONSULTING ENGINEERS, r.A. CIVIL / STRUCTURAL 1.E. 22249 7220 5.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 FE813 ZDi2 Job 2 -11 -12 Truss V23 Royal Truss Corp., Haileah Gardens 7 -11 -7 Truss Type HOWE Qty 2 Ply 1 7 -11 -7 1 1.70 F1F ORONI Job Reference (optional) 7.250 s Mar 23 2011 MTek Industries, Inc. Wed Feb 22 16:05:02 2012 Page 1 ID:geUMSHZCX 5MrdWxD? Vg2Wi77D- e9WzrjgupOUAt81LjCxrTV6gjE7xRvIZ6ffGcYzIYa? 11 -9-3 15-6-15 23-6 -6 3-9-12 4 3-9-12 7 -11 -7 4x4 = 2x4 II 2x4 II 3 4 2 5 Scale = 1:38.8 1 3x4 7 -11 -7 9 8 2x4 II 3x4 = 7 -11 -7 7 2x4 II 1 11 -9-3 15-6-15 3 -9-12 3 -9-12 6 2x4 11 3x4 23-6 -6 7 -11 -7 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber lncrease 1.33 Rep Stress Incr YES Code FBC2007JTPI2002 CSI TC 0.50 BC 0.27 WB 0.12 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (Ioc) Weft n/a - n/a n/a - n/a 0.00 5 n/a Ud 999 999 n/a PLATES GRIP' MT20 244/190 Weight: 67 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD REACTIONS All bearings 23 -6-6. (Ib) - Max Uplift All uplift 100 Ib or less at joint(s) except 1= 136(LC 3), 5 =136(LC 3), 9=- 366(LC 3), 7=- 105(LC 3), 6=- 366(LC 3) Max Gray All reactions 250 Ib or less at joint(s) 7 except 1= 262(LC 1), 5= 262(LC 1), 9= 687(LC 5), 6= 687(LC 6) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2- 9=- 525/383, 4- 6=- 525/383 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 Ib uplift at joint 1,136 Ib uplift at joint 5, 366 Ib uplift at joint 9,105 Ib uplift at joint 7 and 366 Ib uplift at joint 6. LOAD CASE(S) Standard °Hon o m1 tortoni CONSULTING ENGINEERS, M. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 202 -0225 FAX - (305) 202-2014 HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° ft is the responsibility of the installer (builder, building contractoy licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, Install and brace metal plate connected wood trusses to protectlJfe and property. The installer must exercise the same high degree. of*sty awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the projectArchitect's or Engineer's design specification for handling, installing and bracing wood trusses for a partLoularrooFQrfIQor. These recommendations are based upon the collective experience of Ieadingtechnical TRUSS PLATE INSTITUTE 583 D'Onotrio Dr., suite 200 Madison, Wisconsin 53719 (808) 833 -5900 personnel in the wood truss industry, but must, due tothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or Installer.Thus, #heTruss Plate institute, Inc. expressly disclaims any responsibility fordamages arising from the use, application or reliance onth" recommendations and information contained herein by building designers, installers, and others. Copyright 0 by Truss Plate institute, Inc. All rights reserved, This document or any partthereof must not be reproduced In any form without;written permission of the publisher. Printed in the United States of America. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and Lessen moisture gain. it \tra\k Trusses stored vertically should be braced to prevent toppling or tipping. Frame 1 • Tag une Approximately Ya truss length Approximately Ma truss length Truss spans less than 30'. Spreader Bar _111111111, T oe In Spreader Bar Approximately Ya 10 1 truss len Less than or equal to 60' Toe In Tag Line Tag Line Lifting devices should be oonneoted to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is Installed. Less than or equal to 60' GROUND BRA,c1NGB Tag Line; Tag Une 5VQn9baek/ Spreadergar Strongbaak/ SpreaderBar 10' k Approximately 1/4 to 3' truss length • Greater than 60' scissaRsi uss 1 All lateral braces lapped at least 2 truce. Pine -- Sp su�PFir Top chords that are kderallybaoed Gan buokte togetherand causecollapseifthereunodisco. nal bracing. Diagonal bracing should be nailed to the underside of the top chord when patina are attached to the topside of the top chord. Over 28' - 42' Over 42' - 60' Over 60' 17 3.0 3.0 6' 5' 9 12 See a registered professional engineer OF - bauglae Fir -Larch HF • Hem -Fir Continuous Top Chord 'Lateral Brace Required SP - Southern Pine SPF - Spruce- Pine -Fir 10" or Greater Attachment Required . All lateral braces lapped at least 2 trusses. 6 3 12 6 (--- 1!r�i►1 roorrorrip rerrAmorip- 4.1.1.-simpr., a*, Frame 3 Top cbardsthat are laterally braced can hyoids togsnwraad cause collapse itthere isms diago- nal bracing,' Diagonalbaldn$ahould be nailed tithe undeMde of the top chord when purpne as attached to the topside of the top ohori Over 32' - 46' Over 48' - 60' Over 60' • 15' 15' 6 See a registered professional engineer OF - Dog Fir -Laren SP - NF - Harn SPF •Fk 7 4 All lateral braces lapped at least 2 trusses. 0 Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. ,t.r ^..� !Q 4 1 WEB MEMBER PLANE 0 r- Permanent continuous lateral bracing as specified by the truss engineering. 0 Frame 4 Crane bracing rfpezded at each end of the intervals. SPAN MINIMUM DEPTH TQP.CHORD i-ATERAL BRACE SPACING(LBS). ' TOP Ci�31i D1A.GONgLBRACE.. S!�`�ACING' (DBE • '' • •''• 'ittieili S P.1 D.F:.;: ;; :S.P F/ H F Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 11,r r ` "'� �. ®., 2x4 /zx6 P . CHOR� TRI Top chords thatare Laterally braced can buckle togetherand causeoollapee if there Irmo diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when punting are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required 30" or greater ater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are stability and must be du both ends of the truss system. 4x2 PARALLEL CHORD'TRUSS :TOP CHI Top chords that are laterally braced can buckle togetherand cause collapse if there lane diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord 1t; 11; Continuous Top n Chord Lateral Brace Required 10" or Greater End diagonals are stability and must be du both ends of the truss system. Frame 5 31/2a Trusses musl;have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN • ,....,, MINIMUM' PITCH •,:. ...I. , . , ' - ,, ,.'__. TOP . CH9F113 '.i!..!:!..1! LATERAL: BRACE' * SPACI NG (LBO :."41:14t,' 01111 DIA1340 • 1 , SP, r1110. . - ' SP/OF ,1'.. SittF/HF,.:. 12 Up to 24' 3/12 8' 17 Over 24' - 42' 3/12 7' 10 a Over 42' - 54' 3/12 6' 8 4 Over 54' - - - See a registered professional engineer Hem-Fir SP. Southern Pine SPF. Spruce-Plne-Fir 12 4/16-1 3 o r I 1141111411: 11116"greater 10;11441 Diagonal brace also required on end verticals. All aters& braces lapped ati kraus 2 trusses. Top chords that are laterally braced can buckle togotherand souse collapse If ther. isno Wage- nal bracing. Diagonal bracing should be nailed to the underside of the top (shard when purtine aro attached to the topside of the top chord. MONO TRUSS Truss Depth D(In) Lesser of D/50 or 2" 214=-1.1 3xlmum 'placement Plumb. Line "").. IP/59`V s9 ...o.„. 12" 1/4" 1' 24" 112" 2' 36" 3/4" * 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' OUT-OF-PLUMB INSTALLATION TOLERANCES. TI' 70LE • • •• i : 1 T Length LQn) .................................................... . ..... ............... • • • ............ .... • • • • • .................. ........... :i• •. .... t Lesser et L/200 or 2" .......................................... L0n) . ............... t .. I . Lesser et L/200 or 0" ttiii) • '60 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT-OF-PLANE INSTALLATION TOLERANCE& Frame 6 50" 1/4" 4.2' 100" 1/2" 83' 150" 3/4" 12.5' L0n) . ............... t .. I . Lesser et L/200 or 0" ttiii) • '60 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT-OF-PLANE INSTALLATION TOLERANCE& Frame 6 • • • • • Eddie ,Davies Royal Truss, Inc. Medley, FL Re: End Jack Connection Detail- Top chord to comerjack/Hip girder Dear Eddie, As you rsqueted, I investigation the sonn eCtiort reqs.i.irerents for. open.:ended jacks .in a rlot biased on the following parameter: . Soacin9: 2' - 0" o.c. awl:m.14W: 30 4. la o +10 PSF Wind _i_o_ga :146 MPH, Components and ,Cladding loads, ASCE 7-os per FBC 2001 jrnkPr Occupancy,categoryilexposure 25 kabovevround..10 PSF dead load. 2x4 No 2 YR minimum top anci•tottOmviiord (no webs) Pitch: 2:12 to 6:12 Li...392.,_-1■1 a il..p.RogiN 154 * 83* .77 1.33 130# Approved Hurricane, Clip Min. capacity 400# each direction. "-..'r•'"friViark• I Span .117:153-- Ji • J5 0" TopiCho ReaCtion Gravity 45# n • Uplift • • • Bottom Chord-Reaction j7 I Mr. rif*, ; • 225# 331# .315# 50#. Top Chord Connection (2), 16d Toe-nails al, 16d Toa-nails (3), 16d Hinricarie if you have any questions regarding this matter, please do not hesitate to call. Sincerely, r-lotr ' r`. -onn—ecticlri - (2). 15d Toe-. nails FEB 2 3 2012 m I INN ■■•• 111•014 Ale 4III •■•••••■•■•■■■■ ••■••■■••0, 401.1111111111 ill1111111111111111111111110111111111 *g..4144 • ' s.‘0,447 Partial Roof Layout 12 Pitch Valley Trusses @ 24" o.c. weilga tir truss w124.>'d ,ce-AWO: or..betatoutbonorn'ohied ..,...,71.ofiralley truss t . — Not= verticals over, - .2"lconnect to verticals *I 2, 10d nab. Bracing must be fted to a ibted point et ends. (b) Max. spacing forvertical studs ha - 0". (c) Conn. for uplift with min. 1-1/4" 16 ga. twW Amp at 4' 0" o.c. with 4, 10d nab each side of strap. (ASCE 7415 FOC 2007) (d) Brace tap chords of supporting trusses with plywood .thing or 2x4 cont. bracing at 24" o.c. Continuous Bracing (111 24" o.c. In Wen without plyw. sheathing Valley Truss — 24vb.s. Loacisc30 4. 15* 0 + 10 PSF, 33% DOL Spead4481&11, 10 PSF Dead iced .:.-...1Lumber:21t4.No.,2 ND SYP nun. chords +4 Na : 3 SYP rnh: vete • fa 1-311 • 1.11 f ) HcpLL National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 -3401 Phone: 703 /931 -2187 www.nateval.orq. Fax: 703/931 -6505 INTERNATIONAL CODE COUNCIL NATIONAL EVALUATION REPORT Report 'N ER -514 Re4ssued May 1, 2003' '—'WOOD AND PLASTICS ,Sectiony°0609O•T Wood,anct Plastic :Fastenings: 'EVALUATIt3lai:S'UBJ'ECT: REPORT HOLDER: UNITED STEEL= PROD.UCTS3COMPANY: ? < suSi? LUM8ER''cONNE 703 ROGERS DRIVE MONTGOMERY, .MN 56069 -1324 800328 -5934 tnfo(a%USPconnectors.com www.USPconnectors.com Page 1 of 10 Copyright© 2003, National Evaluation Service, Inc. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 2 of 10 National Evaluation Report No. NER -510 1.0 SUBJECT USP Lumber Connectors: 1.1 Butterfly Hanger CLBF Series 1.2 Rafter Clip and Stud Plate HCPRS Series 1.3 Hurricane Anchor HCPL Series 1.4 Truss Tie Down Strap (True Tie) HDPT Series 1.5 Girder Truss Strap /Hold -Down SGP Series 1.6 Joist Hanger HUS Series 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION 3.1 Models ,1..1. Butterfly : Hanger ;CLPBE, Series:. The: Butterfly hanger is a U- shaped connector that supports structural lumber and is nailed to the -face cf the supporting oti ember ar<It4s ,die4t ed . r Refer to Ileiadk- studplate, onnectors eata_'Table 2 for ." able :4- for.00nnctOF41 g 1.2 :t er f Iipart�l fabricated, from :fro 18 gatrgeR, that `connect the top and bottom: p1i fastener schedules and allowable loads 8 issued May 1, 2003 ack to the NES home page .1.3 A rPOP e R PM-Axle . 71 ttirticartar4ncloii'2.i. 7I RTl AlIY1� -R, nohOfAhatS41004str4 . e er '> he dle . p plate:or t fidi d bars.'= : e anchors are die formed o b from�No :2O gauge galvanized, steel..:Refer to Table .3 for anchor dimensions, fastener schedules.and allowable Toads ' k 1.4 .Trus*Ti .mpw:1n, } ea:' tl trr ss ti down;stra . is a 1 3 /4-inch wide strapthrat rs :U-shapa thh19-irtcf -longt risted erfels. the "Strap straddles ,the top:chord'of atrusaand,connectsatovthe double topplate The strap, is die formed from. No .18.;gauge;galvahjzed st . Refer.to Tables Attforconnector s. dimensions, fastener schedules*;�andallowables oa �'? ,3.1.5 Girder Trusw,Strap /Hold: - Dow ; ; s TThergirdertruss., ap is an L shaped`. connector that;resists tension forces ttnly The connector ia used. with an ;.ASTM• A101.1: steel washer ;,.rneasuring:3 by 3: by:1 /4 inches .that :has a long -slot. hole, -and a %Z- inch - diameter bolt. The strap is manufactured from' 1'4 gauge steel. Refer to,Tabi$5,for.strap /hold, down dimensions .fastenerscheduleaan. d allowable loads. 3.1.6 Joist hanger HUS Series: The HUS hangers are designed -to support nominal 2x dimensional lumber and 1 -3/4 inch structural composite lumber. The joist hangers are fabricated from 16 gauge steel. The joist hangers are pre - punched for 16d common wire nails. The joist nails are driven at a 45° horizontally toward the header so as to penetrate through the joist end into the header, so that the joist is also toe - nailed to the header. Refer to Table 6 for joist hanger dimensions, fastener schedules and allowable loads. 3.2 Design The design of the connected wood members shall be submitted to and acceptable to the local code official. Tabulated design Toads for the connectors are based on the lowest Toad obtained from comparing: • least test Toad that causes 1/8 inch (3.18 mm) deflection. • lowest ultimate test load with a safety factor of 3. • allowable fasteners and compression perpendicular -to -grain values in accordance with the 1997 AFPA National Design Specification ®forWood Construction, based on wood with a specific gravity of 0.55. Page 3 of 10 National Evaluation Report No. NER -510 The connected wood member shall be designed for the design Toads. Allowable values are for connections in wood seasoned to a moisture content of 19 percent or Tess and used under continuously dry conditions. For connections in wood that is unseasoned or partially seasoned, the allowable loads in this report shall be multiplied by the moisture content factor, Ca, specified in the applicable building code. 3.3 Materials 3.3.1 Steel: All devices listed in this report are fabricated from ASTM A653, SS Grade 33 steel, with galvanizing complying with ASTM A924, G60. Steel coated or galvanized thicknesses are No. 10 gauge (0.1345 inch), No. 11 gauge (0.1196 inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch), No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359 inch) and No. 22 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors shall not be less than 95 percent of these listed thicknesses. 3.3.z Wood; Lumber'shall be nominardirnension lumber having a minimum ;.,specific gravity of 0.55, .such as southern .pine, with a moisture content of 19 percent or less. ;• 3.3 3- Fasteners ::Nailsztiali'b oorrthaoFt rlailS:hayittg' b rimlh m f berldiit yield strerigth. Fyb* af;90 O00-psi x Corn on wi > all,s conforrittgth nominafsizes • speoifiedinFedera l,SpecificattormFF 0 513 ` boltsh aveaininlitO*Ikbetiidirngyield` strength, Fyb, of 45,000.0. 4.0 "' INSTALLATION 4.1 General USP Lumber Connectorsshall b or tan * ... , ........�� .,, publishe ,installationm instru�rarts;. ,The manufacturer'se pui is redr' i lation instructions :arid: this yreport,shall be`astrictly,:.adhered to,and aucopy` of these instructions shalt be available: at all times° on the?job.Bite°during installation. .The • armst ction; ,withi thisrmrelo? anuf urers'published installation instructions and 4.2 Design Tabular load capacities .are basedonwood wltls mE mum sp..ecific :gravity of0.55 and a moisture content less than 19percent`T�l allowable design loads are for loads, of normal:. duration: Adjustments -to:thase values..shafi.be.permitted for other durations of loading, i.e. plus 15 percent for two months duration (snow), or ,plus ,33 percent for wind or :seismic . {. Tabulated 'allowable design loads shall be reduced 10 percent for design load durations longer than 10 years. The resulting allowable design load after'adjustment shall not exceed the maximum design load shown in the. tables. lack to the NES home page 5.0 IDENTIFICATION Each of the USP Lumber Connectors covered by this report shall be labeled with the manufacturer's name /and or trademark, series designation and this National Evaluation Service evaluation report number, NER -510 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. 6.2 Reports of Load Tests, prepared by ATEC Associates, Inc., for the following joist hangers and timber connector devices: CLPBF (Report No. 8555 dated November 19, 1992; and Report No. 33504 dated August 4, 1987); TPP4 (Report No. 4964 dated July 20, 1991); HCPR/L (Report No. 4955 dated July 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L (Report No. 9805 dated October 21, 1993); HCPEL (Report No. 4996 dated July 17; 1991); HCPTA (Report No. 4402 dated May 7, 1991); HDPT2 (Report No. 9803 dated October 18, 1993); HCPRS (Report No. 7503 dated June 17, 1992); HA5(HCPRS) (Report No. 0583 dated November 30, 1988; and Report No. 7503 dated June 17, 1992). 6.3 Reports of Load Tests prepared by Product Testing, Inc., for the following joist hangers and timber connector devices: CPC44 (Report No. 94- 0036/6251 dated April 9, 1994); HDPT (Report No. 94- 0010/1349 dated Page 4 of 10 National Evaluation Report No. NER -510 January 17, 1994); HCPFA (Report No. 94- 0029/6251 dated March 29, 1994). 6.4 Engineering calculations for HUS 2x ands 1.75x Joist hanger connector Series, signed and sealed by Thomas A. Kalden, P.E., 9 -13 -2002. 6.5 Test reports on load testing of HUS Series Joist hangers under ASTM D 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 7.0 CONDITIONS OF USE The ICC -ES Legacy Evaluation Subcommittee for the National Evaluation Service finds that USP Lumber Connectors described in this report complies with or are suitable alternates to that specified in the 2000 International Building Code© with 2002 Accumulative Supplement, the 2000 International Residential Code© with 2002 Accumulative Supplement, the BOCA National Building Code / 1999, the 1999 Standard Building Code©, the 1997 Uniform Building Coder"", and the 1998 International One and Two Family - Dwellfing. Code :subject to the ..following 'conditions: 7.1. "•..This Evaluation Report • and the manufacturer's published installation instructions, en.. ired#othsec.ode.:o el.1400bob h l e of permit application `Connector lloadsare,determinTedin accorcdance°with'the applicable Code. The ,: ::atlowsble..{loads shall hot :exceed 119. a •shoes: in•th&ttebies;°otthis report , ;Loads in the tables are piedt ted .on.,t*pf fasteheze indibateein the tables, wood with; <a amtinim $p ficg**t *055. lumbermoisture '. ' ..content- Iessthan 19'ppercetit The scope-of..this Evaluat t:1 1'sl mated .; to use of these connectors witia luinber;thet „ has:pot been pres sure treated chemicals such astihose #c r r da eatiiId fiertie iljowabietloads •ji therttac members !shall; -be designed in a r appropriat glesign speci-ficatlon*lt Dads designlated#. as norr ati0.41 load i;):04 Of ipeoifi caiiota for' 115%, 125 %,:133 - nd` i60% :.Calculations aretojbe submitted at time i performing . such::, talc nations ,:shall.. regarding :com.petency:.andtqualifi ion. and the professionai;regis tion laws o :undertaken. 7.6 . This report is subject to periodic :re- examination:; For information • on the current status of this report, consult the iCC-ES website. ..Footnotes for Tables 1 through 6: (Refer to the bottom. -of each table for applicable footnotes.) 1. Design loads are.based oncalculations that.assume a wood species having a minimum average specific gravity of 0.55, such as southern yellow pine. 2.. Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. The nails shall also conform to the nominal sizes specified in Federal • Specification FF- N -105B. Bolts shall have a minimum bending yield strength, Fyb, of 45,000 psi. 3. Header material shall be at least 3 inches thick. 4. Allowable loads are based on the lowest of the following: 4.1 Seat bearing of 460 psi. 4.2 Ultimate test load divided by three. 4.3 Test load producing 118 -inch deflection. 5. Uplift loads include a 331/3 percent increase for compliance with the Uniform Bullding Code and Standard Building Code, and a 60 percent increase for compliance with the BOCA National Building Code for wind or seismic load conditions. When using products in jurisdictions which have adopted the International Building Code, uplift loads include 331/3 percent for wind and seismic conditions and require use of load combinations of Section 1605.3.1 or 1605.3.2 of the International Building Code. No further increase is permitted. • 6. Allowable loads are beyond the scope of this report for conditions where permanent load adjustment factor, 0.90, controls. 7. Connector installation shall be restricted to concrete construction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. 8. Lateral Toads are perpendicular to the rafter or joist. 9. Allowable loads are for the number of fasteners specified in the table installed in each end of the straps. reatmerlt.. e=1ssued May 1, 20 hack to the NES home page permit application: The individual necessary' :credentials $edby'. ti#eappllcable Code construction is Page 5of10 National Evaluation Report No. NER -510 Table 1— CLPBF Series Joist She Stock No. Steel Ga. Dimensions In.) Fastener Schedule Allowable Loads (Lbs.) W H D Header Joist 100% 116% 126% DOD Ela 160% 2x4 CLPBF 18 1-9118 2-1/2 2-112 12)8d Bd 900 950 950 300 360 (12 6d : 8d 900 950 950 600 720 (1 95 (3 8d 950 950 950 380 460 12)8d ( 8d 950 950 950 710 855 Notes: 1, 2, 3, 4, 5, 6 Values based on 1,1/2" thickness. Figure 1 CLP$F Butte* .:Hanger Page 6 of 10 National Evaluation Report No. NER -510 Table 2 — HCPRS Series Notes: 1, 2, 4, 5,6 Figure 2 -- °HCPRS Hurricane/Seisrale Anchors Olmensions (In.) Fastener Schedule Allowable Loads (Lbs.) Stock Steel U No. Ga WI W2 H Stud Pt* 133% 160% HCPRS3 18 2-9116 5-114 5.114 (6) 8d (6) Sd 540 540 (6)10d 10d 540 540 HCPRS4 18. 3.9116 7.114 5.114 (6) 8d (6) 8d 540 540 (8)10d (6) 10d 540 540 Notes: 1, 2, 4, 5,6 Figure 2 -- °HCPRS Hurricane/Seisrale Anchors Page 7 of 10 National Evaluation Report No. NER -510 Table 3— HCPL Series Stock No. Steel Ga. Olmens ons (in.) Fastener Schedule Allowable Loads Lbs.) W H Rafter Plate Stud F1 F2 133% 169% 133% 160% 133% 156% HCPLL 20 1 -112 6 4)5d (4)6d (4)6d* EJ 145 95 95 400 480 (4)8d (4)8d (4)80 • 145 145 95 95 510 520 HCPLR 20 1 -112 6 (4)6d (4)6d (4)8d' 145 145 95 95 400 480 (4)8d (4)8d (4)8d' 145 145 95 95 510 520 'Applies to stud apptc ation. Figure 3 - HCPL•Hurrlcane/Seisniic Anchors HCPL(L) shown ( HCPL(R) opposite bend) Page 8 of 10 National Evaluation Report No. NER -510 Table 4 — HDPT Truss Tie Down Strap Series Fastener Size.... Alternate Fastening Schedule Allowable Uplift Loads toads (Lbs.) Total Number of Fasteners 2 Allowable Loads (tbs.) 6 Stock Steel 12 Fastener Ft Size No. Ga. Description Schedule 133% 160% 2x HDPT2 18 Sb gie TmeTie (4)10d 450 450 (2)2z HDPTD 18 Double True Tie (4)10d 450 450 Fastener Size.... Alternate Fastening Schedule Allowable Uplift Loads toads (Lbs.) Total Number of Fasteners 2 4 6 8 18 12 T 160%: 133% 180% -150 %' :133 %i 1 433% 469% 8d 710, 265':;440 530. U 790 88o ;,1f i EIZEI1 .1320' y' 10d 285 0' 835 Cal 1068. 1280 ED ;1 1600 ;1910. 1exf- 320 840 770 960 a 1280 1540 1 1915 1945 0 9 Figure 47- HDi T. Truss:Tie.Down Straps::(%e fie} Page 9 of 10 National Evaluation Report No. NER -510 Table 5 -- SGP Series .2,5.8.7 Figure 5 =SGPjTension Tie Steel Gauge Dhnens ons (M.) Fastener Schedule Allowable Loads (Lbs.) Stock Anchor No. Strap Plate W D L CL Mil Strap 133% 1$O% SGP2 14 114 1»518 4 18-1M 1 -112 (1)112' (14)10d 1455 1455 (14)16d 1455 1455 .2,5.8.7 Figure 5 =SGPjTension Tie Page 10 of 10 f National Evaluation Report No. NER -510 Table 6 -- NUS Series 1 A 18d noels 31/21nohea l o n g 0.162 inches in diameter. 2 The led nails driven into the)oist shspibailletailed al 30 to 45,de9Teea hat(zo1>tallY toward .aleileader.. 3 UpMft toads include e 331/3%or.60%fncrease torwind orseismic 1;1oad conditions.' No tUrther••increase sha6.be permitted,: Figure 6 Stock Number Steel Ga. Hanger Dimensions Fastener Schedule" Allowable Loads (Iba.) W H 0 Header Joist Fe, . 480 psi Fe, . 825 psi FF, a 675 pal Uplift' (In.) (In.) (tn.) ily Type Qty Type 100% 115% 125% 100% 115% 125% 100% 115% 125% 133% 180% HUS28 HUS28 16. 18 15/8 15/8 5 7/16 3 14 18d 6 16d 2590 2975 3080 2590 2975 3235 '2590 2975 3235 1925 1925 'HUS210 18 1 7 3/16 3 22 •16d 8 18d 3145 3310 3415 3890 4050 4160 3900 4275 4345 2570 2570 HUS175 5/8 9 3115 3 " 30 . 16d 10 160. 341.5: 361.5 3750 4160 4360 .4495 4355 4585 4720 3205 3205 HUS177 HUS179 16 16 . 16 1 13/18 1 13/16 1 13f16 511/32 7: 3/32 3 3 " 'z '14 22 `16d ;18d 8 ;. ,8 16d <. -16d. 2590 3490;3855 .2975'3235 4760 2590' 3900 2975 4345 3295'2590 ;4345 3900 2975 4345'4345. 3235 1925 2570 1925 2570 " 9 3/32 3 : 30 •` 16d 10 16d 376Q . 3960 4095 4625 .;4830 4965 4890 5090 5225 2205 3205 For SI: 1 Inch m 25.4 tam. 1 lb? as 4.45 N. 1 nal m s_aa ikaa 1 A 18d noels 31/21nohea l o n g 0.162 inches in diameter. 2 The led nails driven into the)oist shspibailletailed al 30 to 45,de9Teea hat(zo1>tallY toward .aleileader.. 3 UpMft toads include e 331/3%or.60%fncrease torwind orseismic 1;1oad conditions.' No tUrther••increase sha6.be permitted,: Figure 6 M IA M I•DADE IMMO BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Company. 14305 Southcross Drive # 200. Burnsville, MN 55306 NIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 wwyv.buildingeodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County)i and/or:the AM. (in areas other. than Miami: Dade County) reserve the right to have this product or material tested for quality assurance: purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense : of , such : testing and the ;AITJ. may immediately revoke, modify, or suspend the use of such product or: material - within their .jurisdiction. BC. reserves the right to revoke this acceptance, if it is determined by Miami -Dade, county Product Control Diviskat this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida` Building Code including the High velocity.Hurricane Zone. DESCRIPTION: JL, JUS, SKH &,:HJC joist Hangers. APPROVAL DOCUMENT: Doming No, MD02,07, titled "Face Mount Joist Hanger" prepared by United Stek Products Company, sheets. J and :,2aof 2,; dated, 02/071077,: with no revisions, signed :and sealed by Rob rt W. Lutz, P.E., bearing the Miami .Dade County Product. Control Renewal stamp,with the Notice of Acceptance number and:Expiration.date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unittshallhear a:permanent label with the manufacturers nazue or logo, city, state =and following statement: " Miami -Dade County Product Control .Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting theperformance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any - product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06- 0601.03 and consists of this page I, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07- 0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 Page 1 United Steel Products Company. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing No. MD0207, titled "Face Mount Joist Hanger" prepared by United Steel Products Co., sheets 1 and 2 of 2, dated 02/07/07, with no revisions, signed and sealed by Robert W. Lutz, P.E. B TEST Test reports on ;wood connectors, :per,ASTM.D 1761- 88,-by:Product Testing, Inc., signed and sealed by C: R. Caudel, P.E. Report No. Wood Connector .Direction Date 1. 06 -6047 JUS24 Upward& Down 10/09/06 2. 06 -6048 JUS26 Upward& Down 10/12/06 3. , 06 -6049 JUS28 Upward,&Down 4. 06 -6050 JUS2.10 , Upward.&Down 5. 06-6062 JL24 Upward &Down 6. 06 -6063 JL26 Upward , &' Down 7. 06 -6064 3L28 Upward:. & Down 8. 06 -6065 JL210 , Upward &Down 9. 06 -6066 SKH26 Upward•. &. >Down 10. 06 -6067 HJC26 ' ;11. 06 -6068 HJC28 .10/17/06 0/20/06 10/30/06 11/01/06 11/03/06 13/06/06, 11/13/06 Upward :& Down .41/22/06 'Upward;& Doman '. 12/01106 C CALCULATIONS 1, Face Mount Hangers prepared by United, Steel,Products `Co.,: signed and sealed by Robert W. Lutz, P.E. D STATEMENTS 1. .. No Financial Interest Letter issued by United Stee1>ProdUcts :Co., dated January 26, 2007, signed by Robert W. Lutz, Y.E. 2. Letter of Code Compliance issued by United Stee1;I3roducts, Co„, dated,January. 26, 2007, signed and sealed by Robert W. Lutz, P.E. 3. NOA. Renewal Request Letter issued by United Steel Products Co., dated February 2, 2007, signed by Robert W. Lutz, P.E. 4, Code Compliance Letters issued by Product Testing, Inc., signed and sealed by C. R. P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 PRODUCT CODE GAUGE DIMENSION FASTENERS ''ALLOWABLE LOADS ...ALLOWABLE LOADS W H D A HEADER "' JOIST DOWN UPLIFT (1607.) DOWN .'. HJC26 12 5 7/8 3 5/8 3 1/41 3/4(16) 165 (12) 100 2020 1975. HJC28 12 5 7/8 6 3/4 3 1/41 3/4 0) 145 (14) 10d 3229 2010 1. PUBLISHED LOAD IS FOR TOTAL OF HIP AT 45 DEGREES AND JAfIf: °:A �u +eca w �.uMntNVtt 2. MINIMUM HEADER THICKNESS SHALL BE 2 INCHES FOR 16D 'NAILS 3, ALLOWABLE DOWN LOAD LISTED IS AT 100 % DURATION LOAD.-.'`' . TYPICAL HJC INSTALLATION GENERAL NOTES 1. STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33 U.O.N A MOM 2. AND COMM WWIIREENNA BLESS OTHERWISE NOTED. 3. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B, A SHORT TERM DURATION FACTOR OF 60X FOR WIND LOAD CONDITION.. 4, ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM DURATION FACTOR. 5. ALLOWABLE LOADS ARE BASED d0 THE NATIDNAL DESIGN SPECIFICATIONS FOR WOODS CONSTRUCTION 2001 EDITION 6. LUMBER SPECIES IS AVM D RN PINE. PRODUCT CODE GAUGE DIMENSION FASTENERS.... ...ALLOWABLE LOADS W H D A HEADER JOIST DOWN .'. UPLIFT (164%) JUS24 18 1 9/16 3 1/8 1 3/4 1 (4) 10d (2)::-1001'- 145 ` N/A 18 1 9/16 4 13/16 1 3/4 1 •JUS26 C4) 105 (4) 104. 590 JUS28 18 1 9/16 6 11/16 1 3/4 1 (6j 1gd..,C4) 105 1240 1040 JUS210 18 1 9/16 7 13/16. 1 3/4 1 (8) loci- (4) 10d 149Q 1160 1115 1. Specified joist nnHs shall be Installed at 30. to 45 degrees horitOn#alty such that They penetrate through the end of the joist and lrto the header. a Minh um header thickness shall be 1 3/4 Inches for 10ti nqt,. 3. Allowable DOWN load listed Is at 100` /. Duration of toad,, 4. Uplift Load listed as N/A had uplift capac}ty less than the requireQ d 700 pounds, TYPICAL JUS INSTALLATION PRODUCT as itly;zEh I�Frita�a e^cSe J:.e:. ...turc IN3 UNITED STEEL PRODUCTS COMPANY 703 RIMS DRIVE, MINTGU ERY, MW. 56069 PHONE 0507) 364-7333 NAM' FACE MOUNT JOIST HANGER DATE1 02/07/07 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG, NO. 55409 SHEET' 1 OF 2 DRAWING # 1 MD0207 MDADE PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS 4t H D A HEADER JnisT, DOWN UPLIFT (160%) SKH26 16 1 9/16 5 1/4 1 7/81 3/16. <6) 16d C6) lOd. x 1 1/2 900 870 1. Miter cut required on end of joist to achieve allowable loads. 2. Minimum header thickness shall be 2 inches.' for ::16d nulls. ' 3. Allowable DOWN toad listed is at 100'/. - Duration of load.- 4. SKH26 is skewed Right and Left. TYPICAL SKHE6L INSTALLATION SKN2GL 1. GENERAL NOTES! 1. STEEL SHALL CIWORN TO ASTM A653, STRUCT10A L MOAN 33, UIUN AND A MINIMUM GALVANIZED COATING OF G-90. a FASTENERS ARE COIOL WE NAILS ZN&ESS OTHERWISE NOTED. 3. ALLOWABLE UPLIFT LOADS HAVE MN INCREASED B. A SORT TOM DURATION FACTOR OF 6o01 F132 WIND LOAD CONDITION. 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHIRT TERM DURATION FACTOR. 5. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOODS CONSTRUCTION 2001 EDITION IN AC ORDANCE WITH ASTI( D1761. 6. LUMBER SPECIES 15 SOUTHERN POE. PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER - JOIST . DOWN UPLIFT (160'!.) JL24 20 1 9/16 3 . 1 1/2 15/16 (4) 10d. - C2) 8d- x 1 1/2 " 490 N/A JL26 20. 1 9/16 4 3/4 1 1/2 15/16 (6) 10d (4) 8c1-)--1 1/2 74Q 700 JL28 . 20 1 9/16 6 3/8 1.1/2 15/16 (10) 10d 46) ad. sc 1 1/P > 1.230 - 940 JL210 20 .1 9/16 8 1/4 1,.1/2 15/16 (14) 10d C8) 8d x -1 J /% ' ` 1720 1170 Mininum header thickness shall be 1 3/4 Inches for lCd Halts and 2 Inches for 16,1 noJts. 2. Allowable DOWN toad listed is at 1006 Duration of load. 3. Uplift Load listed as N/A had uplift capacity Less than the. required 700 pounds, • TYPICAL JL26 -E INSTALLATION ramoucrwevira ss Ntortg2Ssilit Litti4lavecett Acezitti4z lkS ERN UNITED STEEL PRODUCTS COMPANY 703 ROWS DRIVE, KINTGIBERY, MMl 56069 PHONE (507) 364 -7333 NAMER FACE MOUNT JOIST HANGER DATE/ 02/07/07 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 SHEETD 2 OF 2 DRAWING # 1 MD0207 MDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) United Steel Products Company. 14305 South Cross Drive #200 Burnsville, MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High velocity Hurricane Zone. DESCRIPTION: HUS, THD & THDH Series Wood Connectors. APPROVAL DOCUMENT: Drawing No. MD09 -06, .titled "HUS Series ", "THD Series ", & "THDH Series" `sheets 1 through 3, dated 09/01/06,• prepared by United Steel Products Company signed and sealed by R. W. Lutz, P.E, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance (NOA) number and Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page, evidence page E -1, E -2 & approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. NOA No: 06. 0921.05 Expiration Date: March 15, 2012 Approval Date: March 15, 2007 Page 1 HUS26 PRODUCT CODE JOIST SIZE STEEL GAUGE DIMENSIONS FASTENERS DESIGN LOAD W H D A HEADER .JOIST 16d 100% 16d• JPLIFT HUS175 1- 3/4x5 - 1/2x7 -1/4 16 1 -13/16 5 -3/8 3 2 (14)16d (6)16d 3000 1975 HUS177 1- 3/4x7- 1/4- 11 -1/4 16 1 -13/16 7 -1/8 3 2 (22)16d (8)16d 4025 1800 HUS179 1- 3/4x9- 1/4 -14 16 1 -13/16 9 -1/8 3 2 (30)16d (10)16d 4580 3210 HUS26 2 x 6 -8 16 1 -5/8 5 -7/16 3 - •-- 2- .- (14-16dd- {6)j6d - 000 • 1975 HUS28 2 x 8 -10 16 1 -5/8 7 -3/16 3 2 (22)16d (8)16d 4025 1800 HUS210 2 x 10 -12 16 3 -5/8 9 -3/16 3 2 (30)16d (10)16d 4580 3210 HUS410 4 x 10 -12 14 3 -5/8 8 -7/8 2 1 (8)16d (8)16d 2320 1696 _ HUS412 4 x 12 -14 14 3 -5/8 10 -7/8 2 1 (10)16d (10)16d 3000 2665 HUS46 4 x 6 -8 14 3 -5/8 5 2 1 (4)16d (4)16d 1080 1015 HUS48 4 x 8 -10 14 3 -5/8 7 2 1 (6)16d (6)16d 1800 1550 HU526 -2 (2) 2 x 6 -8 14 3 -1/8 5 -1/4 2 1 (4)16d (4)16d 1080 1015 H1J526 -3 (3) 2 x 6 -8 14 4 -5/8 4 -1/2 2 1 (4)16d (4)16d 1080 1075 HUS28 -2 (2) 2 x 8 -10 14 3 -1/8 7 -1/8 2 1 (6)16d (6)16d 1800 1550 HUS28 -3 (3) 2 x 8 -10 (2) 2 x 10 -12 14 14 4 -5/8 3 -1/8 6-3/8 9 -1/8 2 2 1 1 (6)16d (8)16d (6)16d• (8)16d 1800 2320 1550 1695 HUS210 -2 HUS210 -3 (3) 2 x 10 -12 14 4-5/8 8 -3/8 2 1 (8)16d ($)16d 2320 ,1695 2665. 2665 HUS212 -2 (2) 2 x 12 -14 14 3 -1 /$ 11 -1 /A 13/8 2 2 1 1 (10)16d (10)164 (10)16d (10)164 3000 3000 HUS21t -3 (..7') 2 x 12 -14 .J;4 4- 5/8 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. HUS212-3 Apiroved as complying with the Plant& Code thite 3 NOA# Miami Air UNITED STEEL PRODUCTS COMPANY 703 RDGERS DRIVE, 101T&)IERY, Pit. 56069 PHONE (507) 364 -7333 NAME' HUS SERIES DATE; 09 -01 -06 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 SHEET! 1 OF 3 DRAWING NO. MD 09 -06 MDADE THD175 PRODUCT CODE JOIST SIZE STEEL GAUGE DIMENSIONS FASTENERS DESIGN. LOAD W H D A ,... HEADR JOIST 100x 16d UPLIFT 160Y THD175 1- 3/4x5- 1/2 -7 -1/4 14 1 -7/8 5 3 1 -7/8 (18)16d (12)10d 2700 1375 THD177 1- 3/4x7- 1/4- 11 -1/4 14 1 -7/8 6 -7/8 3 1 -7/8 (28)16d (16)10d 4200 2970 THD179 1- 3/4x9- 1/4 -14 14 1 -7/8 8 -7/8 3 1 -7/8 (38)16d (20)1001 5195 3985 THD26 2x6 -8 16 1 -5/8 5 -1/16 • 3 1 -7/8 (18)I6d (12)lOd 2700 1375 THD28 2x6 -10 16 1 -5/8 7 3 1 -7/8 (28)16d (16)10d 4200 2970 THD210 2x10 -12 16 1 -5/8 9 3 1 -7/8 (38)16d (20)10d 5195 3985 THD26 -2 <2) 2x6 -8 14 3 -7/16 5 -3/8 3 2 (18)16d (12)10d 2700 1375 TH1328 -2 (2) 2x8 -10 14 3 -7/16 7 -1/8 3 2 (28)16d <16)IOd 4200 2970 THD210 -2 (2) 2x1.0 -12 14 3 -7/16 9 -1/8 3 2 <38)16d (20)10d 5195 3985 THD210 -3 <3) 2x10 -12 I? 5-1/8 9 3 3 (38)16d (20)10d 5475 3710 THD410 4x10 -12 14 14 3 -5/8 3 -5/8 9 -1/16 11 3 3 2 3 <38)16d <48)160 (20)IOd (20)104 5195 6020 3985 3710 THD412 4x12 -14 THD46 4x6 -8 14 3 -5/8 5 -5/16 3 2 (18)16d (12)10d 1375 THD48 4x8 -10 14 3 -5/8 7 -1/16 3 2 (28)14d <16)10d .2700 4200 2970 THD610 6x10 -12 12 5 -1/2 9 3 3 (38)16$ <20)1(10 5475 3710 THD612 6x12 -14 12 5 -1/2 11 3 3 (48)16d (20)10d 6740 3710 THD7210 7x9- 1/4 -14 12 7 -1/4 9 3 3 <38)16d <18)16d 5475 3710 GENERAL NDTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. THD412 Approved as complying with the Florida Balding e Date 3/i t • NOM, DC,- •9Z /.,p — Miami Dade Product r. . Di . =,,-710 UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGIDIERY, f01. 56069 PHONE (507) 364 -7333 NAME' THD SERIES DATE' 09 -01 -06 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 SHEET+ 2 OF 3 DRAWING NO. MD 09 -06 MDADE GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE <G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60`/. FOR VINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. gored Rs eomptying with the g C PtoridR 13ntd1 Mee 5l /slog Nom Ofo - a 9 21 • o S' Miam tx: de Product Ar UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MQNTEIYERY, MN 56069 PHDNE (507) 364 -7333 NAME, DATE* THDH SERIES 09 -01 -06 SHEET 3 OF 3 ROBERT V. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 DRAVING NO. MD 09 -06 MDADE PRODUCT CODE JOIST SIZE STEEL GAUGE DIMENSIONS FASTENERS DESIGN LOAD W H D HEADER TRUSS 0i UPLIFT THDH26 2x6 -8 12 1 -5/8 5 -7/16 5 020)16d <8116d 4265 2260 THDH28 2x4 12 1 -5/8 7 -3/16 5 (36)16d <12)16d 5090 3260 THDH26 -2 2x6 -8 12 3 -1/4 5 -1/2 4 (20)16d <8)16d 4265. 2260 THDH26 -3 2x6 -8 12 5 -1/8 5 -3/8 4 (20164 (8)16d 4265 . 2260' THDH28 -3 2x8 -10 12 5 -1/8 7 -t/8 4 06)16d <12)16d 5090 3260 THDH210 -2 THDH46 2x10 -12 12 3 -1/4 9 -1/4 4 (46)164 (12)16d 5850 3060 THDH410 4x6 -8 12 3 -5/8 5 -5/16 4 (22)16d (8)164 4265 4x10 - 12 . 12 3- 9/169 -1/8 4 <36)16d <12)16d 5850 2260 3060 THDH3210 HIJH6 3 -1 /4x9 -1/2 12 3 -1/4 9 -3/8 . 4 (46)16d (12)16d 5850 3060 I /10 . 6- 3/4x9- 14 -1/2 12 6 -7/8 8 -13/16 4 <46)16d <12)16d 5850 3060 THDH7210 7- 1/4x9- 1/4 -14 12 7 -1/4 7 -1/4 4 (46)16d C12)16d 5850 3060 THDH27925 2- 11/16x9- 1/4 -14 12 2 -3/4 9 -1/8 4 (46)16d (12)16d 5850 3060 gored Rs eomptying with the g C PtoridR 13ntd1 Mee 5l /slog Nom Ofo - a 9 21 • o S' Miam tx: de Product Ar UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MQNTEIYERY, MN 56069 PHDNE (507) 364 -7333 NAME, DATE* THDH SERIES 09 -01 -06 SHEET 3 OF 3 ROBERT V. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 DRAVING NO. MD 09 -06 MDADE HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS. for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES@ sibl b of ' 1 = ter b J • e r ulldl flee pontatotor, erector or erection aontraa1arl to omperWsdelim.. ptolfl, store, handle, install and brace metal plate conneate_d wood tomes to ototeot.t f and property. The installer must exercise the same high degreaoteafsty awareneaeas with any other structural material. TP1 does not intend these recormendations to . be interpreted assuperiorto the projeotArohitect'sorFngit .die spoon for handling, installing and bracing wood truesesfiora prettOulAtAretettlOor. These recommendations are based upon the collective experkince df'leas ia Itechnical TRUSS',LATE INSTITUTE • W3 D Onotrkt Dr, Suite 200 Madison. Wfacionakt ¢p453F18 // 833-5900 personnel lnthawood truss industry, but must, duetothe natured responsibilities Involved, be preted as a guide for the use of a qualified building designer or ir.>staller.Thus, theTrussAla talbstitute, Ina. expressly disclaim any responsibility for damegee arising tram the use. application or reliance on recommendations and Infomtat contained herein by building designers, Installers, and others. Copyright © by Truss P4ate institute, Inc. All rights reservedl This document or any prutthererktontret rr Jxe reproduced in any form without written permission of►killtr. Printed. in the United motes of America. Trusses stored horizantaHyahouldbesup. ported on blocking to prevent excessive lateral bending and lessen moisture gain. Trusses stored vertically should be braced. to prevent topper or tipping, u F 4 Approximately Approximately 14 truss length '1a truss length Truss spans less than 30'. Spreader Bar \I \i1` zi nitu %' %1 Toe In Toe in Approximately '/a to Vs tr as len th Less than or equal to 60', Tag Line Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weeight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary braoin9 is installed. Strongbaek/ Sprender:ar 10' Approximately 36 to V4 truss length Greater than 60' GROUND B. i•'a@'i• w�,r »w^:�'W §njN,Afj:k ? 9' i•'Og SCISSbFS TRUSS 12 4 or greater tp, v., ....oh, ipmslimm.■ T g rr tJitLLU1 Over 32' - 48' I El a ri ?AMIN IIE I I .11111t11111.11.111111 MEIN Man OrraTEM 8' 10 7 IIME111111111111111E511111111111111111111111111:11111111111101111111 OF Douglas Flr-Larett HF - Hem-Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine OPP - Slams-Pine-ft Top °horde that are laterally braced can buckle togetherand anueecollapse itthere len* dlago. nal bracing. Diagonal braving should be nailed to the underside ot the top chord when purling are attached to the topside of the top chord . . .. '4',:,!F..*,:11.!Iiilw , PITCti !ii4:11,,, T - J.:41,..Iltiqo ,,, , - 1 ' - • - • 4, . N,01„I„ • '41 11 INV i SP/OR I SRN r...6 Up 10 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer . DF - Douglas Fir-Laroh HP - Hem-Fir Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce-Pine-Fir Alt lateral braces lapped at least 2 trusses. 1St 5 r--- 1,811■AIKe. 4111/107/.. rstarr-rAmer Al I 1111.0,-.40r 41111111/.011111r4.- 41111111111/4111111r4w 4111111r4111111/ 411111111r.111■4, 411111111/4111111111/. 41111111/7.11111112. .111111/.1111211r.ir mmir.apr.#4p, 41111111r4Or4r41P ardr;dir. Frame 3 Topchordethat are laterally braced oan bookie togetturrand eatisocollapeo inhere Ione diva*, nal bracing. Diagonal bracing ehould be nailed tOthe underside of the top chord when nudists aro attached to the topside of the top chord. M SP♦ Up 'to 32' • ISPAC 15'. BOTTOM CHORD :DONAL. BRACE E SPACING(Da) (Des) • �Q+y /{(#wtrusses] Jl 20 u 15 Over 32' -48' Over 48' - 60' Over 60' 4/12 4/12 15' 4/12 16' 10 6 See a registered professional engineer HF Douglas Fir -Laroh 1114. - g eneFir 7 4 All lateral braces lapped at fast 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. 040 r- Permanent continuous lateral bracing as specifled by the truss engineering. WEB MEMBER PLAN 0 Cross brat+ing repeated at each end of the building andat 20' Intervals. Frame 4 SPAN Up to 32' Over 32' - 48' MINIMUM DEPTH • ',TOP CHORD ..:, ?:• liATERAL BRACE BPACINQ(LB8) , N`,..py:�F fis 8 P.% D.F;4 8.PF /HF 30" 42" Over 48' -60' Over 60' 48" 8' 6' 5' 18 6 10 4 4 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir 2 Topchords that are laterally braced can buckle togetherand cause collapse if there lane dingo- naa b7eaknW Diagonal bracing should be nailed to the underside of the top chord when purling aro attached to **topside of the top chord. Continuous Top Chord Lateral Brace Required 10' or Greater Attaohment Required Des) 30" or greater ater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are "` stability and must be du both ends o #the truss system. 4x2 PARALLEL CHORD "TRUSS :TQP.'CHc Top chords theme laterally braced can buckle togathor and cacao collapse inhere lone dingo- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puritan aro attached to the topside of the top chord 16 Continuous Top Chord Lateral Brace Required �t 10' or Greater End diagonals are stability and must be du both ends of the truss system. Frame 5 3140 1 Trusses musiihave lum- ber oriented in the hors- • aontal direction to use this brace spacing. MONO TRUSS :1 • SPAN • ' miNimunc: PITCH :i'..;b: ,... :; , ;•;::. , .*: : ;*;...! _ .. . TOP CHORD • •„(AtgRA.---",.....; ....SPACINOQ-BS, l' - QOM '''91'1,11P111414, TOP, *1 afar ii*ING. • . ygiiiiiii, v ... ,, SP1OF N. 17 SPF/HF..: 12 Up to 24' 3/12 8' Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 6' 6 4 Over 54' 33124 registered !stewed professional engineer OF - Douglas Fir-Larch HF - Hem-Fir SP - Southern Pine SPF • Spruce-Pine-Fir 12 —13 or greata Diagonal brace also required on end verticals. AU lateral braces Lapped a least 2 trusses. Top chords that are laterally browsed an buckle togetherand dewed, cosilapee Inhere lane diago- nal bracing. Diagonal bracing should be milled to the underside *JIM top chord when purUne are attached to the topside of the top chord. PLUMB Truss Depth D(In) • :.:00:6').,:t 4.$;:„,....ii(fi), 1/4" 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5" 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' Lesser of D/50 or 2" t 1/4`1-14 Maximum Misplacement Plumb Une OUT-OF-PLUMB INSTALLATION TOLERANCES, #/4' Length I-(Jn) ..................................... .......... ............................... ............. dd .... ............... ............. ...................... .... ......... gin) t Leaser of L/200 or r ....................................... Lan) ..................... °461eser of L1200 or r •t* ' V200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Lan) ..................... °461eser of L1200 or r •t* ' V200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.81 300" 1-1/2" 25.0' OUT-OF-PLANE INSTALLATION TOLERANCES. I Frame 6 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important Read the instructions on pages 1 -9. 4 OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name TRACY FRANKLIN AND POL ZAZADA (SURVEY NO 11-0452) Policy Number A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 77 NE 100 STREET Cornpany NAIC Number City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 20 AND THE EAST 1/2 OF LOT 19 AND THE WEST 1/2 OF LOT 21, BLOCK 10 MIAMI SHORES SECTION ONE PLAT BOOK 10 PAGE 70 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: LaL 25* 52.017 Long. 80° 11.465 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1577 b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in AB.b d) Engineered flood openings? ❑ Yes No Horizontal Datum: ❑ NAD 1927 s NAD 1983 sqft 7 1632 sq in A9. For a building with an attached garage: a) Square footage of attached garage NIA sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade MI c) Total net area of flood openings in A9.b N/A d) Engineered flood openings? ❑ Yes sq in No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name DADE B3. State FLORIDA B4. Map/Panel Number 12086C0302 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139. ❑ FMS Profile O FIRM ❑ Community Determined ❑ Other (Describe) . B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized N/AVertical Datum NGVD1929 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.17 feet ❑ meters (Puerto Rico only) b) c) d) e) t) 9) h) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 12.74 feet ❑ meters (Puerto Rico only) NIA. ® feet ❑ meters (Puerto Rico only) N/A. ® feet ❑ meters (Puerto Rico only) 11.60 ® feet ❑ meters (Puerto Rico only) 10.93 O feet ❑ meters (Puerto Rico only) 11.17 0 feet ❑ meters (Puerto Rico only) NIA. ® feet ❑ meters (Puerto Rice only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 cerffy that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement maybe punishable by fine or imprisonment under 18 U.S Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? O Yes ❑ No Certifiers Name JOSE A PEREA License Number 4858 Titre SURVEYOR AND MAPPER Company Name THOMAS J KELLY INC. Address 8125 SW 120 STREET City PINECREST State FL ZIP Cafe 33156 Signatu Date 04-07-2011 Telephone 786 -242 -7692 FEMA Form 81 -3t Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt. Unit, Suite. and/or Bldg. No.) or P.O. Route and Box No. 77 NE 100 STREET City MIAMI SHORESState FL ZIP Code 33138 For Insurance company Use: Policy Number Company NAIC;Number, SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2. LOWEST ELEVATION OF MACHINERY OR EQUIPMENT = A/C SLAB C2. A- SECOND LOWER FLOOR ELEVATION =13.31 FEET `' Sign ••, Date 04-07 -2011 ISI Check here if attachments SE CTI - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, mace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or 0 below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building i ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone „ Comments 51 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items 04-09) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued 06. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for ❑ New Construction ❑ Subctantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum 09. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date I-1 Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 77 NE 100 STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. 04 -07 -2011 front View BACK LEFT SIDE VIEW BACK SIDE VIEW LEGEND OF SURVEY ABBREVIATIONS Sheet 1 o,' mew . PRC RHV.. SEC.. SCR.. S.I.P.. SWK. U.E... CHLF A ARC DISTANCE A/C .... AIR CONDITIONING C CALCULATED C.B CATCH BASIN CL .... CLEAR CIL ....CENTER UNE ENC ... ENCROACHMENT P.0 POINT OF CURVATURE PIP .... FOUND IRON PIPE p.O.BPOINT OF BEGINNING O.H.... OVER HANG W.MWATER METER P.B.... PLAT BOOK M MEASURED P1L ...PROPERTY UNE CONC CONCRETE UP ... UTILITY POLE F.D FOUND CERTIFY TO: Tracy Franklin & Pol Zazadze CBS ... CONCRETE BLOCK STRUCTURE O.U.L ...OVERHEAD UTILITY UNE P.C.C... POINT OF COMPOUND CURVE P.O.C... POINT OF COMMENCEMENT BLDG .. BUILDING C.H..... CHORD DISTANCE D.E .... DRAINAGE EASEMENT F.H FIRE HYDRANT R RADIUS .. NATIONAL GEODETIC VERTICAL DATUM . POINT OF REVERSE CURVATURE . RADIAL .RIGHT OF WAY . SECTION . SCREENED ...SET IRON PIPE ..SIDEWALK .. UTILITY EASEMENT CHAIN LINK FENCE LEGAL DESCRIPTION: Lot: LOT 20 AND THE EAST I OF LOT 19 AND THE WEST Q OF LOT 21 Block: 10 Subdivision: Miami Shores Section No.1 According to the Plat thereof as recorded in Plat Book: 10 Page: 70 Public Records of County, Florida. ADDRESS: 77 NORTH EAST 100 STREET MIAMI, FLORIDA 33138 Encroachments Noted: NOME LOCATION SKETCH SCALE: N T 5 6 5 4 3 2 1 ALLEY 18 1 NOTES: A) AB Clearances amVar encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. 3) This survey is intended for mortgage or refinance purposes only exclusively for this use by those to whom it to certified. This survey Is not to be used for construction, permitting, design, or any other use without written con- sent of Thomas .7. Kelly, Inc. C) Code restrfctfon and title search are not reflected on this survey. D) The flood information shown hereon does not Imply that the referenced property will or will not be free from floodhng or damage and does not create NabnHy on the part of the firm. any officer or employee thereof, for any damage that results from reliance on said Information. E) The lands depicted hereon were surveyed per the legal deswdptlon and no claims as to wvnershfp or matters of title are made or implied. F) astound Encroachments, if any, not located. that the survey represented minimum tee atan- by the of 7 -61'1• '•a Ad on TES: 1. IF SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. IF SHOWN, ELEVATIONS ARE REFERRED N.G.V.11 1929. 3. THIS I5 A BOUNDARY SURVEY. EA, P. & M. #4858 A UNLESS IMPRINTED WITH AN SURVEYORS'S SEAL :1) N 22 23 130.74'(M) NE 100TH ST FLOOD ZONE: X THIS I5 A FLOOD HAZARD ZONE THIS I5 NOT A FLOOD HAZARD ZONE PANEL NO.:. 302/L COMMUNITY #: 120652 DATE OF FIRM: 09/11/2009 BASE FLOOD: N/A FINISH FLOOR: N/A LOWEST N/A ADJ GRADE Lu z B.M. OF ORIGIN: 1) BENCHMARK No. N -567 NE 104 ST - -- 29' SOUTH OF C/L N MIAMI AVE - -- 14.5' WEST OF WEST EDGE OF PAVEMENT PK NAIL AND BRASS WASHER IN CONC CURB AT NW EDGE OF HANDICAP RAMP ELEVATION =+ 10.54 FEET, N.G.V.D. 1929 2) BENCHMARK NO. N -397 —R NE 104 ST - -- 34.2' NORTH OF C/L NE 2 AVE - -- 37.2' WEST OF C/L PK NAIL AND BRASS WASHER IN CONC SIDEWALK ELEVATION =+ 10.12 FEET, N.G.V.D. 1929 THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS- MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX DATE FIELD WORK SCALE SURVEY NO. 1" = �. 04/07/2011 11 -0452 11.53 0 w 0 J Zm 0 J SHEET 2 OF 2 10.75 FD.1 /2" I.P. 100.00'(R/M) 10.0' ASPH. PAV. FD. NAIL 0.4'CL. 5'CH.L.F. 0 O Irj 0.53' CL. 0. 45'CL. 5'CH.L.F. —x FD.3 /4" I.P. In z_, oa EAST 1/2 LOT 19 BLK. 10 24.43' 4'CH.L.F. 10.98 r C/S LOT 20 BLK. 10 17.0' N WOOD DECK 23.9' A/C EL. =11.60 24.42' 10.7' "o to ,10 10.70' r7 11.0' JACUZZI 2' E.M. *4 21.80' co F.FL.EL. =12.74 POOL 0 of N 14.3' 10.4' 60 d- N ih o cNi 5.4' co co ui 12.3' 011.05' N 0 11.4' in ONE STORY RES. No. 77 F.FL.EL. =13.31 21.10' PLANTER C/S J 0 z 0 0 1�T 11.17 4' 9.5' 19.80' 0 N 12.55' 1/ 0 � mr 10// 1 ; L a 1-11 ZCD 19.85' WEST 1/2 0 O U') N LOT 21 BLK. 10 FD. NAIL 5.0' SIDEWALK 100.00'(R/M) 0 tZ O 0 ASPH. RETURN 24.0' PARKWAY 0 to N ADDITIONAL LEGEND OF ABBREVIATIONS A/C AIR CONDITIONER ASPH. PAV ASPHALT PAVEMENT E.M ELECTRIC METER C/S CONCRETE SLAB CL CLEAR CONC CONCRETE ENC ENCROACHMENT F FENCE FD FOUND LP IRON PIPE P.0 POINT OF CURVATURE PKWY PARKWAY P/L PROPERTY LINE P.C.P PERMANENT CONTROL POINT P.R.M PERMANENT REFERENCE MONUMENT (R) RECORD (R /M) RECORD AND MEASURED RES RESIDENCE R/W RIGHT -OF -WAY SWK SIDEWALK P.T POINT OF TANGENCY L. LENGTH CH CHORD DISTANCE R RADIUS ASPHALT PAVEMENT NE 100TH ST 75' TOTAL R/W THOMAS J. KELLY , INC. L.B # 6486 SURVEYORS– MAPPERS –LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954)779 -3260 BRWD FAX DATE FIELD WORK 04/07/2011 SCALE 1"=20' SURVEY NO. 11 -0452 • • • • • sre„vjaF:rxanv....•.a ? xe wxv'mi s:sama. --: • n •.m- ••; • Mi rni $ho es. Village f. BY ATE :BLDG lDEPT SUBJECT YO CCIMLPL.IANCEWTffl AWFEDERAL.. STATE ANI, CC1JN i `t' rIL.;L ES AND RECaULATIONS P.E. #038398 (305)823 -3938 P7e . --: • • -"; • s' ' - - - ... • •i• • : • i• .r- •- • • • • i 4 4 I % , .,••4.„ .....:,,,„,„..„4" „.... „i„ _ ..„;.„.„.,,.,,..„„•,_ „... .. _,• .... . , , . ?. i • • - i , 1 4004 IkAial : 41.. ! 'aim* '•• pr • • • . 4 - • • . -1a4P-S- 14. : • . • ... • ---: • • ..4 1 -: - 1 • : • -;:— I s i f :-. -• .: -s • s . -s. ? r - • : d-t 7;-,He • .4„.:,,,..!., t, . 4: „.....: ..• : Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 Ctst-ces • 2 s • • n qe....m :•n.,•. ..,-..ui+..w..14 ... 11 4 .nu.•svo . x...... %.r•.,:k. _,-.+.e ...n .... • z 4 a■•.. ._.. .4•..• -t cit?Oth- ISVNR)-4- - 6. Sit 14 44 Edward A. LANDERS, RE CONSULTING ENGINEERS P.E. #038398 005)823 -3938 • I6 ................ eiAl Ai 4*Ag' Edward A. LANDERS, P CONSULTING ENGINEERS (305)823 -3938 1 <.z 1.v0.1014-x- . Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -393.8 Edward A. LANDERSI PE , CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 Ar4 ...... •• b_c›f rr" 42,-t .... • -r- ntewi ••• .... : ' • . 91c=l 7 ... .,317 PAT ... ... %04"1"1"; ......... 1 • • • • • LI)altsV) • tor,'" • • • • 72-01rti 0 ... ... . • ........ • .. ••, ... Edward A. ANDERSt CONSULTING ENGINEERS • t :r TAi81.E3,21.2: Reinforced Wali-Pfoperties for Load Combinations 'Not !Wading Wind or Seismic Concrete Masonry Wail Propedigg t 4 • 8 in E 29,00 `000 a 'o►rEffective Depth , d s� 3.8125 In F` 80,000. pel r p (Table Arranged by increasing MR) Out «of•Plane Resisting Moment and Shear for Oars Positioned in the Center of the Wall Bar Size Bar Spacing (hi) m, 1,380 psi 00'%80. (In- kalif) Bar Size Bar Spacing A. On) One it) (in-lb/ft) 8 •7 6 8 7 8 4 7 8 6' 7 6 7 8 5 7 4 6 8 7 6 8 6 7 8 8 8 16 8 18 24 18 24 32 40 16 32 24 48 40 32 24 48 18 40 88 56 32 64 48 84 1.19 0.90 0.66 0.89 0.4.7 0.48 0.40 0.33 0.30 0.30 0.30 0.24 0,23 0.23 0.22 0.20 0,18 0.17 0,16 0,15 0,10 0.13 0,17 0.13' 0.12 0,15 0.11 0.11 20,072 19,008 17,730 16,609 18,221 16,660 15,040 14,499 14,301 14,087 13,987 13,160 13,134. 12,972 12,898 12,486 12,103 11,768 11,508 11,374 11,374 10,83$ 10,684 0,749 9,698 9;349 9,106 8,630 4 8 8 6 8 4 8 6 5 4 8 6 7 5 4 4 6 5 4 5 4 4 24 0.10 72 .0.13 58 0.09 40 0.09 72 . , 0.10 64 0.08 48 0.08 32 0.08 98 ` 0.10 72 0.07 96 0.08 88 0.07 40 . 0.08 120 0.08 84 0.08 98 0,08. 120 0.06 72 0.08 48 0.05 66 0.04 120 ' 0,04 98 0.04 04 . 0.04. 72 . 0.03 120 0.03 98 0.03 120 0.02 Bar Size 8,311 8 8,310 7 7,804 8 7,783. 8 7,582 8 6,829 7 8,608 8 8,306 6 6,232 4 8,070 • 7 5,887 8 5,578 8 8,086 8 4,988. 7 4,881 8 4,562 8 4,549. 7 4,339 8. 4,264' 8 3,6#55 4 3,642 7 3,254 8 3,1.98 6 2,843. 7 2,803 8 2,132 1,7708 8 7� Bar Spacing Sin) 8 1. 8 0 8 0: 16 0. 8 . 0.47. 16 0.46 24 0.40 18 0.33 8 0.30 24 0.30 32 0.30 40 -0.24 18. ' 0.23 332 0.23 24 0.22 48 0.20 40 0.18 32 .0.17 24 0.16 18 0.15 48 0.1.5 86 0,17 40 0:13 66 0.13 64 0.15 32 0,12 48 ,0.11 m 1,600 psi MA 'Bar I Spacing Bar (In-lb, Size (in) 21,880 20,847 9,201 18,055 17,611 16,963 18,308 15,660. 15,381 15,198 18,118 14,181 14,127 13,963 13,871 13,392 12,982' 12,592 12,318 12,171 12,171 11,479 10,888 10,432 10,044 9143 8 8 7 4 8 8 7 5 8 4 7 6 8 4 8 8 4 4 5 4 4 72 24 72 5.6 40 64 (14/ (0 (In-lb/ft) 0.13 8,928 0.10 8,348 0.10 8,114 0.09 7,840 0.09 7,786 0.08 8,880 48 [ 0;08 { : Vac- 72 0.07 96 0.08 88 0,07 120 0.08 40 0.06 64 0.08 120 0,06 98 0,08 72 0.05 48 - 0.05 58 0,04 120 0.04 96 0.04 64 0.04 72 0.03 120 0,03 96 0.03 120 0.02 8 , 8,097 8,085 6,600 6,38.7 8,104 4,900 4,868 4,873 4,386 4,278 3,667 3,658 3,287 3,209 2,852 2,8'74 2,139 1,741 1,360 psi 1,600 psi • • P1146411.?'1/4 • ........ 4. Ttr4s-- 4413. '754,5" toTt--c- zt 0 -rn-c, 41— -• ..... • • • • •-% •}, 's.5z • f • • .. 3371. .......... ... ... 11/19/2011 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) perASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: ZAZADZE RESIDENCE, 77 NE 100TH STREET, MIAMI SHORES, FLORIDA Structure Type Building Basic Wind Speed (V) 146 Struc Category (1, 11, III, or 1 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 mph Slope of Roof 3.0 Slope of Roof (Theta) 14.0 :12 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.33 ft Ridge Height (RHt) 14.50 ft Mean Roof Height (Ht) 12.41 ft Width Perp. To Wind Dir (: 56.00 ft Width Paral. To Wind Dir ( 66.00 ft Type of Structure Height/Least Horizontal Dim 0.22 Flexible Structure No For rigid structures (Nat Freq > 1 Hz) use 0.85 Importance Factor Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 g = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft (11(1 +0.63 *((B +Flt) /Lzm)^0.63))^0.5 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm)) Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page No. 1 of 4 fCc 11/19/2011 WINDO5 v1-12 Detailed Wind Load Design (Method 2) per ASCE 7-05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz IblftA2 Pressure (113/ft*2) 2.01*(15/zg)A(2/Alpha) Windward Wall* Leeward Wall To Shear Moment +GCpi -GCpi +GCpi -GCpl. -Gcpi (Kip) (Kip-ft) 15 0.85 1.00 39.37 19.69 33.86 -22.63 -8.45 42. 35.54 266.57 Note: 1) Positive forces act toward the face and Negative forces act away from the f Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind-Force Resisting System (Method 2) L L ' ,1 rifiriffaiffS, -4421a447 1-Q.4-EMITEM Windward Wall (See Figure 6.5.12.2.1 for Pressures) Kh 2.01*(15/zg)A(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(V)^21*Kh*KhrKd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*VA21*Khcc*Kht*Kd 39.37 psf ...Ami-km,prov. .7611 r Roof Area (sq. ft.) Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 56 ft wall) Leeward Walls (Wind Dir Normal to 66 ft wall) Side Walls -0.46 -0.50 -0.70 -22.63 -23.82 -30.52 -8.45 -9.65 -16.34 VTIOTWONONOtt Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) -0.54 -0.04 -0.46 -0.54 -0.46 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -25.16 -8.29 -8.29 -22.48 -18.07 -15.40 'A.A44V-T -10.99 5.88 -8.31 -18.07 -15.40 Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 ...Ami-km,prov. .7611 r Roof Area (sq. ft.) Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 56 ft wall) Leeward Walls (Wind Dir Normal to 66 ft wall) Side Walls -0.46 -0.50 -0.70 -22.63 -23.82 -30.52 -8.45 -9.65 -16.34 VTIOTWONONOtt Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) -0.54 -0.04 -0.46 -0.54 -0.46 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -25.16 -8.29 -8.29 -22.48 -18.07 -15.40 'A.A44V-T -10.99 5.88 -8.31 -18.07 -15.40 WINDO5 v1-12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Overhang Bottom (Applicable on Windward only ) 0.80 26.77 26.77 at-4010VVW Dist from Windward Edge: 0 ft to 24.82 ft - Max Cp Dist from Windward Edge: 0 ft to 6.205 if - Min Cp Dist from Windward Edge: 6.205 ft to 12.41 ft - Min Cp Dist from Windward Edge: 12.41 ft to 24.82 ft - Min Cp Dist from Windward Edge: > 24.82 ft -0.18 -0.90 -0.90 -0.50 -0.30 -13.11 -37.21 -37.21 -23.82 -17.13 1.06 -23.03 -23.03 -9.65 -2.95 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind-Force Resisting Systems w/ Ht <= 60 ft 2.01*(15/zg)A(2/Alpha) Topographic factor (Fig 6-2) 0.00256*(V)A2*ImpFac*Kh*Kht*Kd Angle of Roof 0.85 1.00 39.37 14.0 Deg Transverse Direction To Long ioual Load Cases !nal Direction Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 lE 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 * p = qh * (GCpf - GCpi) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 11/19/2011 ) Page No. 3 of 4 K WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.964 = => a Hipped. Roof 7 < Theta, < =27 4.96 ft Double Click on any data entry line to receive a help Scr Component width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (1b/ft ^2) Max Min Max Min UPLIFTS 0.00 TRUSSES 2 10 33.33 1 0.40 -0.85 22.66 -40.47 TRUSSES 2 10 33.33 2 0.40 -1.44 22.66 -63.73 TRUSSES 2 10 33.33 3 0.40 -1.44 22.66 -63.73 0.00 WINDOWS 0.00 A ,4 5 20.00 4 0.95 -1.05 44.37 -48.31 0.00 B 3 4 12.00 4 0.99 -1.09 45.91 -49.85 C 3 4 12.00 4 0.99 -1.09 45.91 - 49.85 D 6 4 24.00 4 0.93 -1.03 43.82 -47.76 0.00 E 2 3 6.00 4 1.00 -1.10 46.46 -50.40 F 2 7 16.33 4 0.96 - 1.06 44.98 -48.92 G 3 3 9.00 4 1.00 -1.10 46.46 -50.40 H 3 2 6.00 4 1.00 -1.10 46.46 -50.40 J 1.5 5 8.33 4 1.00 -1.10 46.46 - 50.40 K 3 4.5 13.50 4 0.98 -1.08 45.56 -49.49 '' L 6 4 24.00 4 0.93 -1.03 43.82 -47.76 M 3 4 12.00 4 0.99 -1.09 45.91 -49,85 ote: * Enter one 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 11/19/2011 Page No. 4 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a Hipped Roof 7 < Theta <= 27 I Double Click on any data entry line to r a = 4. 964 =_> 4.96 ft - Component Width (ft) span (ft) Area (ftA2) Zone GCp Wind Press (1b /ft^2)- Max Min Max Min UPLIFTS 0.00 TRUSSES 2 10 33.33 1 0.40 -0.85 22.66 -40.47 TRUSSES 2 10 33.33 2 0.40 -1.44 22.66 -63.73 TRUSSES 2 10 33.33 3 0.40 -1.44 22.66 -63.73 0.00 WINDOWS 0.00 A 0.00 0.00 B 3 4 12.00 5 0.99 -1.37 45.91 -61.11 C 3 4 12.00 5 0.99 -1.37 45.91 -61.11 D 6 4 24.00 5 0.93 -1.27 43.82 -56.92 0.00 E 2 3 6.00 5 1.00 -1.40 46.46 -62.21 F 0.00 G 3 3 9.00 5 1.00 - 1.40 46.46 -62.21 1 H 3 2 6.00 5 1.00 -1.40 46.46 -62.21 J 1.5 5 8.33 5 1.00 -1.40 46.46 -62.21 K 3 4.5 13.50 5 0.98 -1.35 45.56 -60.40 L 0.00 M 3 4 12.00 5 0.99 -1.37 45.91 -61.11 0.00 DOOR 0.00 1 6 3 5 7 7 21.00 35.00 4 4 0.94 0.90 - 1.04 -1.00 44.22 42.68 -48.16 -46.62 8 3 7 21.00 4 0.94 -1.04 44.22 -48.16 0.00 0.00 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 11/19/2011 Page No. 4 of 5 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Franklin Zazade Residence Builder Name: Street: 77 N.E. 100 Street Permit Office: City, State, Zip: Miami Shores , Fl , Permit Number. Owner: Franklin Zazade Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 5 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2690 7. Windows(351.0 sqft.) Description Area a. U- Factor: Sgl, U =0.65 351.00 ft2 SHGC: SHGC =0.67 b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types (2690.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2690.00 ft2 b. NIA R= ft2 - c. N/A R= ft2 9. Wall Types(1944.0 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R =5.0 1056.00 ft2 b. Concrete Block - Int Insul, Exterior R =3.0 888.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (2690.0 sqft.) Insulation Area a. Under Attic (Vented) R =19.0 1429.00 ft2 b. Under Attic (Vented) R =30.0 1261.00 ft2 c. N/A R= ft2 11. Ducts (combined) a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 500 ft2 12. Cooling systems (combined) a. Central Unit Cap: 65.8 kBtu /hr SEER: 16.32 13. Heating systems(combined) a. Electric Strip Heat Cap: 54.6 kBtu /hr COP: 1 14. Hot water systems a. Electric Cap: 1 gallons EF: 0.92 b. Conservation features None 15. Credits Pstat Total As -Built Modified Loads: 67.01 Glass /Floor Area: 0.130 PASS _ Total Baseline Loads: 78.40 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy PREPARED BY IAA PrIZ-.k- akivi P6 L' • Review of the plans and 1"4 specifications covered by this calculation indicates compliance ! , r _ .,ate with the Florida Energy Code. Before construction is completed µ" DATE: I (' 'Z-' 1 1 this building will be inspected for "„ s .� compliance with Section 553.908 " f' Florida Statutes.g r f3 ° BUILDING OFFICIAL' I hereby certify that � is buildie/ a ■ � � ned, . 'lance with the Florida E r ergy Cos .: OWNE" AGEN \lir DATE. '' 1 DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with N1110.A.3. 11/28/2011 6:59 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 11/28/2011 6:59 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Franklin Zazade Residence FLAsBuilt Franklin Zazade 1 232600 Single - family New (From Plans) Bedrooms: 5 Conditioned Area: 2690 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Adress Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 77 N.E. 100 Street Dade Miami Shores , Fl , CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_ MIAMI_INTL_AP 1 51 90 75 70 149.5 56 Low a FLOORS # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Slab -On -Grade Edge Insulatio 132 ft 0 111 ft 0 1261 ft2 1429 ft2 0 0 1 0 0 1 2 ROOF V # Roof Gable Type Materials Area Area Roof Solar Deck Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 3008 ft2 674 ft2 Medium 0.96 No 0 26.6 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2690 ft2 Y N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Under Attic (Vented) 30 19 1261 ft2 0.11 1429 ft2 0.11 Wood Wood 2 WALLS V # Omt Adjacent To Wall Type Cavity Sheathing R -Value Area R -Value Framing Solar Fraction Absor. 1 N Exterior E Exterior S Exterior W Exterior N Exterior E Exterior Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul 5 228 ft2 0 5 152 ft2 0 5 228 ft2 0 5 448 ft2 0 3 272 ft2 0 3 344 ft2 0 0 0.8 0 0.8 0 0.8 0 0.8 0 0.8 0 0.8 2 3 4 5 6 11/28/2011 6:59 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 11/28/2011 6:59 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 WALLS 1/ # Cavity Sheathing Framing Omt Adjacent To Wall Type R -Value Area R -Value Fraction Solar Absor. 7 S Exterior Concrete Block - Int Insul 3 272 ft2 0 0 0.8 WINDOWS Orientation shown is the entered, asBuilt orientation. V # Overhang Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 E Metal Low -E Single Yes 0.65 0.67 N 35 ft2 1 ft 6 in 0 ft 6 in HERS 2006 S Metal Low -E Single Yes 0.65 0.67 N 24 ft2 1 ft 6 in 0 ft 6 in HERS 2006 S Metal Low -E Single Yes 0.65 0.67 N 6 ft2 1 ft 6 in 0 ft 6 in HERS 2006 S Metal Low -E Single Yes 0.65 0.67 N 12 ft2 1 ft 6 in 0 ft 6 in HERS 2006 W Metal Low -E Single Yes 0.65 0.67 N 24 ft2 1 ft 6 in 0 ft 6 in HERS 2006 W Metal Low -E Single Yes 0.65 0.67 N 9 ft2 1 ft 6 in 0 ft 6 in HERS 2006 W Metal Low -E Single Yes 0.65 0.67 N 6 ft2 1 ft 6 in 0 ft 6 in HERS 2006 W Metal Low -E Single Yes 0.65 0.67 N 48 ft2 1 ft 6 in 0 ft 6 in HERS 2006 N Metal Low -E Single Yes 0.65 0.67 N 6 ft2 1 ft 6 in 0 ft 6 in HERS 2006 N Metal Low -E Single Yes 0.65 0.67 N 63 ft2 1 ft 6 in 0 ft 6 in HERS 2006 N Metal Low -E Single Yes 0.65 0.67 N 24 ft2 1 ft 6 in 0 ft 6 in HERS 2006 N Metal Low -E Single Yes 0.65 0.67 N 18 ft2 1 ft 6 in 0 ft 6 in HERS 2006 E Metal Low -E Single Yes 0.65 0.67 N 24 ft2 1 ft 6 in 0 ft 6 in HERS 2006 S Metal Low -E Single Yes 0.65 0.67 N 40 ft2 1 ft 6 in 0 ft 6 in HERS 2006 N Metal Low -E Single Yes 0.65 0.67 N 12 ft2 1 ft 6 in 0 ft 6 in HERS 2006 None None None None None None None None None None None None None None None INFILTRATION & VENTING V Method - Forced Ventilation - Run Time SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 2540 7.08 139.4 262.3 0 cfm 0 cfm 0 0 COOLING SYSTEM a # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 2 Central Unit Split SEER: 17 36 kBtu/hr 1080 cfm 0.725 Central Unit Split SEER: 15.5 29.8 kBtu /hr 894 cfm 0.72 sys #1 sys #2 , HEATING SYSTEM System Type Subtype Efficiency Capacity Ducts 1 2 Electric Strip Heat None COP: 1 27.3 kBtu/hr sys #1 Electric Strip Heat None COP: 1 27.3 kBtu /hr sys#2 11/28/2011 6:59 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 1 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply -- - -- Retum -- Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 300 ft2 Attic 70 ft2 Default Leakage Interior (Default) (Default) % 2 Attic 6 200 ft2 Attic 60 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermostat: Cooling [[X Jan Heating [X� Jan Venting [[X Jan Y X Feb f Xi Feb [X Feb X Mar f X] Mar [X] Mar Ceiling X Apr f Xi Ar [X Apr Fans: X May f Xi May [X May X Jun [X Jul f X Jun [X1 Jul [X' Jun [X Jul X Aug X Sep [X Oct f Xl AuglXi Sep [X1 Oct [X Aug X Sep [X Oct X Nov X Dec f X� Nov pXi Dec [X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/28/2011 6:59 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 77 N.E. 100 Street Miami Shores, FI, PERMIT #: 1 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls NI106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane to top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Ceilings N1106.AB.1.2 Recessed Lighting Fixtures NI106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. HVAC Controls Multi -story Houses NI106.AB.1.2 Air barrier on perimeter of floor cavity between floors. l '. Additional Infiltration reqts NI106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI112.AB.3 Comply with efficiency requirements in Table NI 112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation NI104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 11/28/2011 6:59 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor: N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. NIA Description Sgi, U =0.65 SHGC =0.67 N/A 77 N.E. 100 Street, Miami Shores, FI, New (From Plans) Single - family 1 5 No 2690 Area 351.00 ft2 Insulation Area R =0.0 R= R= 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Exterior c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. Under Attic (Vented) c. N/A Insulation R =5.0 R =3.0 R= R= Insulation R =19.0 R =30.0 R= Area 1056.00 ft2 888.00 ft2 ft2 ft2 Area 1429.00 ft2 1261.00 ft2 ft2 11. Ducts (combined) ft2 a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 500 ft2 12. Cooling systems (combined) a. Central Unit ft2 ft2 ft2 2690.00 ft2 ft2 ft2 13. Heating systems (combined) a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Cap: 65.8 kBtu /hr SEER: 16.32 Cap: 54.6 kBtu /hr COP: 1 Cap: 1 gallons EF: 0.92 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor: SHGC: d. U- Factor: SHGC: e. U- Factor: SHGC: Description Sgl, U =0.65 SHGC =0.67 N/A N/A N/A N/A 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 77 N.E. 100 Street, Miami Shores, FI, New (From Plans) Single - family 1 5 No 2690 Area 351.00 ft2 Insulation Area R =0.0 R= R= ft2 ft2 ft2 ft2 2690.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Exterior c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. Under Attic (Vented) c. N/A Insulation R =5.0 R =3.0 R= R= Insulation R =19.0 R =30.0 R= Area 1056.00 ft2 888.00 ft2 ft2 ft2 Area 1429.00 ft2 1261.00 ft2 ft2 11. Ducts (combined) a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 500 If 12. Cooling systems (combined) a. Central Unit 13. Heating systems (combined) a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building 3onstruction through the above energy saving features which will be installed (or exceeded) 'n this home before final inspection. Otherwise, a new EPL Display Card will be completed lased on installed Code compliant features. Guilder Signature: Date: Address of New Home: City /FL Zip: Department of Community Affairs at (850) 487 -1824. Cap: 65.8 kBtu /hr SEER: 16.32 Cap: 54.6 kBtu /hr COP: 1 Cap: 1 gallons EF: 0.92 Pstat **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 HVAC Load Calculations for Franklin Zazade Residence 77 N.E. 100 Street Miami Shores, Florida. RHVAC _ _LOAD. Prepared By Mark A. Campbell Monday, November 28, 2011 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. C:\ ... \FRANKLIN ZAZADE RESIDENCE.rhv Monday, November 28, 2011, 6:51 PM .:::::::....... ;a. •f Project Report / Project Title: Designed By: Ricardo Perez de Alejo Project Date: Tuesday, March 24, 2009 Client Name: Franklin Zazade Residence Client Address: 77 N.E. 100 Street Client City: Miami Shores, Florida. Company Name: Ricardo Perez de Alejo Reference City: Miami, Florida Building Orientation: Front door faces North Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 7 ft. Altitude Factor: 1.000 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 47 44.1 80% n/a 72 n/a Summer: 90 77 56% 50% 72 61 ¢¢�v rri % .'• /�,�'///%/: // / / /r10• %/ // / /.6%�' DLO +� // / / / %�� // /�� / • , / / f 6„ / Total Building Supply CFM: 2,614 CFM Per Square ft.: 0.972 Square ft. of Room Area: 2,690 Square ft. Per Ton: 544 Volume (ft3) of Cond. Space: 21,520 y FZSES �a rg � / / . • l��r hlvti r, ; / /:, Pik "..v . %/ Total Heating Required Including Ventilation Air: 40,067 Btuh 40.067 MBH Total Sensible Gain: 48,876 Btuh 82 % Total Latent Gain: 10,428 Btuh 18 % Total Cooling Required Including Ventilation Air: 59,303 Btuh 4.94 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ... \FRANKLIN ZAZADE RESIDENCE.rhv Monday, November 28, 2011, 6:51 PM System 1 -I Summary Loads 9, V 1C -cb: Glazing - Single pane window with storm, clear, metal frame with break, ground reflectance = 0.23, light color blinds at 45° with 50% coverage, u -value 0.65, SHGC 0.67 119 1,933 0 5,627 5,627 1C -cb: Glazing - Single pane window with storm, clear, 45 732 0 3,217 3,217 metal frame with break, ground reflectance = 0.23, u- value 0.65, SHGC 0.67 13A -5ocs: Wall - Block, board insulation only, R -5 board 892 2,788 0 2,486 2,486 insulation, open core, siding finish 16A -30: Roof /Ceiling -Under Attic with Insulation on Attic 1261 1,009 0 3,107 3,107 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R -30 insulation 22A -pI -c: Floor -Slab on grade, No edge insulation, no 132 3,264 0 0 0 insulation below floor, carpet covering, passive, Tight dry soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 145, Summer CFM: 61 Ventilation: Winter CFM: 0, Summer CFM: 0 AED Excursion: 9,726 0 14,437 14,437 5 1,250 1,250 2,500 500 1,500 2,000 200 682 682 5,276 1,183 5,932 7,115 3,978 2,503 1,198 3,701 0 0 0 0 0 0 1,018 1,018 System 1 A/C -1 Load Totals: 18,980 5,436 26,017 31,452 ST' ifs i! i' ffir7 r.; 7%; /r / / /i.7/ Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space: 1,392 1,261 10,088 CFM Per Square ft.: Square ft. Per Ton: 1.104 481 /AV j Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 18,980 Btuh 26,017 Btuh 5,436 Btuh 31,452 Btuh 18.980 MBH 83 % 17 % 2.62 Tons (Based On Sensible + Latent) %,i r/ e'M it , ii 6e/ " A Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ... \FRANKLIN ZAZADE RESIDENCE.rhv Monday, November 28, 2011, 6:51 PM System 2 NC-2 Summary Loads /,JJ,,f,,f,,, • 1 C -cb: Glazing - Single pane window with storm, clear, metal frame with break, ground reflectance = 0.23, u- value 0.65, SHGC 0.67 13A -3ocs: Wall - Block, board insulation only, R -3 board insulation, open core, siding finish 16A -19: Roof /Ceiling -Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R -19 insulation 22A -pl: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 160, Summer CFM: 69 Ventilation: Winter CFM: 0, Summer CFM: 0 187 3,040 701 2,926 1429 1,751 111 2,744 "Cf: '/k1,0 0 6,078 6,078 0 2,494 2,494 0 5,322 5,322 0 0 0 3 300 10,461 6,217 4,409 0 0 750 200 1,300 2,742 0 13,894 750 200 1,023 5,710 1,282 0 13,894 1,500 400 1,023 7,010 4,024 0 System 2 NC -2 Load Totals: Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space: 1,223 1,429 11,432 21,087 CFM Per Square ft.: Square ft. Per Ton: 4,992 22,859 27,851 /2' 0.856 616 /' % /.j., /,;• Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: J 21,087 Btuh 22,859 Btuh 4,992 Btuh 27,851 Btuh 21.087 MBH 82 % 18 % 2.32 Tons (Based On Sensible + Latent) J ner- Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads according to the manufacturer's performance data at your design conditions. C:1... \FRANKLIN ZAZADE RESIDENCE.rhv Monday, November 28, 2011, 6:51 PM System 1 Room Load Summary -- -Zone 1 - -- 1 NC-1 1,261 18,980 247 13 -6 545 26,017 4,253 1,392 1,392 Duct Latent 1,183 System 1 total 1,261 18,980 247 26,017 5,436 1,392 1,392 System 1 Main Trunk Size: Velocity: Loss per 100 ft.: 12x19 in. 879 ft. /min 0.105 in.wg Aaj Net Required: 2.62 83% / 17% 26,017 5,436 31,452 Type: Model: Indoor Model: Brand: Efficiency: Sound: Heating System Electric Resistance 0% Capacity: 0 Btuh Sensible Capacity: n/a Latent Capacity: n/a Cooling System Standard Air Conditioner 0 SEER 0 Btuh 0 Btuh 0 Btuh C:1... \FRANKLIN ZAZADE RESIDENCE.rhv Monday, November 28, 2011, 6:51 PM System 2 Room Load Summary ---Zone 1--- 2 A/C-2 ?5, AAA i7 40.; 1,429 21,087 274 11-6 566 22,859 3,692 1,223 1,223 Duct Latent 1,300 System 2 total 1,429 21,087 274 22,859 4,992 1,223 1,223 System 2 Main Trunk Size: Velocity: Loss per 100 ft: 12x18 in. 815 ft./min 0.093 in.wg /if Aff7/// -%All A 414 ...* 7 Net Required: *// 779///// Type: Model: Indoor Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: / /AV Aki / 2.32 ./x /0004,.;.7„, fry pgy.c. 82% / 18% 22,859 lAr" Z712% 7,/,i; Heating System Electric Resistance 0% 0 Btuh n/a n/a WA, 427ogial 4,992 Zit 1., I 27,851 Cooling System Standard Air Conditioner 0 SEER 0 Btuh 0 Btuh 0 Btuh C:\ ...\FRANKLIN ZAZADE RESIDENCE.rhv Monday, November 28, 2011, 6:51 PM ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms Is this a worst case? Conditioned floor area (ft2) 5. 6. 7. Windows** a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor: SHGC: d. U- Factor: SHGC: e. U- Factor: SHGC: Description Sgl, U =0.65 SHGC =0.67 N/A N/A N/A N/A 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 77 N.E. 100 Street, Miami Shores, FI, New (From Plans) Single - family 1 5 No 2690 Area 351.00 ft2 Insulation Area R =0.0 R= R= ft2 ft2 ft2 ft2 2690.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Exterior c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. Under Attic (Vented) c. N/A Insulation Area R =5.0 1056.00 ft2 R =3.0 888.00 ft2 R= ft2 R= ft2 Insulation Area R =19.0 1429.00 ft2 R =30.0 1261.00 ft2 R= ft2 11. Ducts (combined) a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 500 ft2 12. Cooling systems (combined) a. Central Unit 13. Heating systems (combined) a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 1 • S 12- Address of New Home: T7 N ( 1 City /FL Zip: lM i%M ( 5 tta *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Cap: 65.8 kBtu/hr SEER: 16.32 Cap: 54.6 kBtu/hr COP: 1 Cap: 1 gallons EF: 0.92 Pstat * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Miami Shares Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Honda 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by 1 1=--) t A MCLA y) to perform special inspector services under the Florida Budding Code at the -7 1 4u ®0 ST project an the below listed structures as of [ C • o °t— ( date). I am a registered architect or professional engineer licensed in the State of Florida PROCESS NUMBERS: rL r, 1 - 2 0 5 9 ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG (3i 6' HIGH 231917.2.4.2 (R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) SPECIAL INSPECTOR FOR STEEL CONNEC11ONS, FBC 2218.2 (84408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(84404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individuals) employed by this firm or me are authorized representatives to perform inspection * 1.dMAcKlc- A•c &PigE1✓1.. -- 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authors representative is qualified by education or pcensure to perform the duties assigned by the Special Inspector. The qualifications shall indude ticensure as a professional engineer or architects graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. 1, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. Ail mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be aped for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Budding Inspector at the time of final inspection the completed inspection tog form and a sealed statement indicating that, to the best of my knowledge, belief and •nal judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in with ,L pproved plans. ed ATE: I ' 11- A fa, t 0 7Lf Created on 6/10/2009 Engin Name 1 4 C " P(t L '- (PROM Address 71 3 G1 �- S T2i✓ 1 T Phone No. -3 05 17 S- `-t, 2 3 i W KvckuS CK) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dade County) and /or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTIONit Series o SII-700"- minum_SIngle Rung WindoW_- L.M.4. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. SingliTrimg Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MIAMI --b4 DE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 266 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590, F (786) 315 -2599 www.miamidade.gov /pera/ MISSILE IMPACT RATIN : Large and Small_Missile_Impact Re tapt Y LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11 -0405.10 and consists of this page 1, evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. : con, P. E. NOA No 11- 1012.44 Expiration Date: March-26, 2016_ approval Date: November-W-2011 - _ _- Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on:1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 2. Test reports on :1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 3. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of' an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) E -1 Ja me D. Casco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on :1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc, for their "DuPont Butaciteip PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers," dated 05/05/2011, expiring on 05/21/2016. E--2 Jaime D. GascoL, P. E, Product Control Section Supervisor NOA No, 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FI3C 2007 and FBC -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL -4958, FTL -5063, FTL -4645, FTL -4649, FtL -4723, FTL -4947, FTL - 4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 05- 1018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "S11-700 Aluminum Single Hung Window — L.M.I. ", approved on 04/21/2011 and expiring on 03/23/2016. E -3 Jaime D. Case n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 MIAMI COUNTY W i 'VOW BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T(786)315-2590 F(786)315-2599 www.mlamldade.atov4buiidinp This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County BNC - Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, BNC reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "I 710" Aluminum Horizontal Slidi Window -- L1SW- APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "D" dated 06/20/2011, prepared by PGT Industries, Inc., dated 06/29/2011, signed and sealed by Robert L. Clark, P. E., bearing the Miami — Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATINGz -Large and SntalI Missile Impact Resistant.- ---J LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 07 -0815.09 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned , +ve. The submitted documentation was reviewed elmy A. Mahar, P. E., M. S. M1Artu _ .• U APPROVED 08 f /8 /to I! — 1COA No. -111- 0630.x2 Expiration Date: December 21, 2016—i Approval-Date: August 18, Pagel PGT Industries. Inc. NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact ", sheets I through 11 of 11, dated 02/28 /2006 with the latest revision "D" dated 06 /20/2011, prepared by PGT Industries, Inc., dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. B. TESTS 1. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/I8/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-081109) 2. Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 3. Test reports on:1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 44859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 040106) E -1 tt�.! .0.elniy A. Maker, P. E., M. S. BNC— Product Control Unit Supervisor NOA No. 11-0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, F. E. Complies with ASTM E1300 -98/ 02 (Submitted under previous NOA No. 07- 0815.09) D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10 -0922.09 issued to E.L. DuPont DeNemours & Co., Inc. for their "DuPont Butacitee PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, F. E. 2. Laboratory compliance letter for Test Report No. FTL -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) 3. Laboratory compliance letter for Test Reports No.'s FTL -4858 and FTL -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 07 -0815.09, issued to POT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I. ", approved on 01/03/2008 and expiring on 12/21/2011. E -2 114■2 Y a m A. Makar, P. E. M. S. BNC Product Control Unit Supervisor NOA No. 11 -0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 MIAMI -DAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "- -PW -701" Alain num Fixed Window _7 L:M I —� APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Peftire'Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING. Large Missile Impact Resistant - -f") LABELING: Each unit shall-bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the reque of the Building Official. This NOA revises NOA # 05- 1112.10 and consists of this page 1 and evi ce page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. U ;APPROVED NOA-No -9- {}504. Expiration -Bate: -E�ruary 19 2.01- p nova# Date: -Septem-ber22,2 _Page 1i' PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 08- 1112.10" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and Test Report No. FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC -2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.E. "Submitted under NOA # 08- 1112.10" 2. Anchor verification, comparative and structural analysis, dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTME -1300- 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08- 1112.10" 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite ® PVB", expiring on 12/11/2010. F. STATEMENTS "Submitted under NOA # 08- 1112.10" 1. Statement letter of code compliance, "No change from previous approval and "No fmancial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. V0/30" E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) OoorL w( S c17 4-/ MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/oera/ PGT Industries 1070 Technology Drive, Nokomis, Fi. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series «T'D- 10I-''- Outswlnng Alu rinunr- Fronch=I1`oo =*T ire-SideRtes- - - - -_I APPROVAL DOCUMENT: Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets 1 through 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missilelmpact Resistant Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options (glass types A, 13, C & D) must be with interior 3/16" HS glass. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the reque of the Building Official. This NOA revises NOA # 07- 0629.10 and consists of this pa 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by hag L S L.'da, P.E. — Eazpirat Date: October 1--$;-x-9 piroval Date.° NcveniI er 233 PGT Industries NOTICE OF ACCEPTANCE: EVI t ENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 0629.10). 2. Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 07- 0629.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL- 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Glazing complies with ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc, for "Saflex (clear & color) Interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.01 issued to "RI. DuPont Denemours" for "DuPont Butacite ® PVB ", expiring on 12/11/16. F. STATEMENTS Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter of conformance and no financial interest, dated 03- 02 -07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 07- 0629.10, expiring October 18, 2012. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. 1. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 E -1 141 U ( ow DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10- 0819.05 and consists of this pa:; and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by M MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov /sera/ NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E -1), dated 02/28 -11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #1O- 0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QU ALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and FBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10- 0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and ZCpi$ng on 05/26/16. 4 E -1 M ue Perez, P.E. Product s nt 1 Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16" LAMI MG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI 1G: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. M. 13/16" LAMI 1G: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) A3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. R. REFERENCES: TEST REPORTS FTL -4645, FTL -4646, FTL -4647, FTL -4648, FTL -4649, FTL -4650, FTL -4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5063. ANSUAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY A HURRICANE ZONE (HVHZ). Roved J.J. Rend* J.R. RevsdEy: F.K. RK 10/07/11 R. Revisions: 0 Revisions: B Cloaked By J.J. 04/01/11 Date: 11/13/08 9/1/05 2010 FOC UPDATE CHANGED CAP GLASS TYPE TO TEMPERED FROM HS CHANGE NOTES 3 & 1. ADD NOTE 9. ADD GLASS TYPE M TO NOTE 1 GLAZING OPTIONS 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FI. 34275 P.O. BOX 1523 NOKOMIS. FL 34274 Visibly Better GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT Sedeellease Ns. NTS 1 of 11 4040-20 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT REVISED as complying with the Florida Building Code Acce.tan No •• , Do 417;" •�•� 1s 13y (`J Miami Dade Produc Control (0,81 or 82 1/2" NOM. GLASS BITE 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .....tr 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" NOM. 5/16" LAMINATED GLASS t nr—m r 41 .- 1/2" NOM. GLASS BITE f 1/2" NOM. GLASS BITE t A, NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (=> (ALL SECTIONS) __,:ir3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER . 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 4 1/2" NOM. GLASS BITE -4-- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS A 13/16" NOM. 13/16" LAMI 10 GLASS WI 5/16" LAMI t 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" TEMPERED GLASS L 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI RevedNy: J.J. 10/07/11 NO CHANGES THIS SHEET Rated Is J.R. Gate: 04101/11 Rev:stone: C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS Need Bs FJC 11/1 Reibrana: ADD ITEM 92 TO 6/96 LAMI LO GLASS (A,AA) & LAMI IG NOTE F.K. A 9/1,05 checked Br. J.J. 2123/07 1070 TECHNOLOGY DRIVE NOKOMIS, Ft. 34275 P.O. BQX 1529 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Notesedockt SH700 Full Womb 2 of 11 4040 -20 Rov D PRODUCT REVISED as complying with the Florida Building Code Acceptance No East' +'a Date Miami ade Product Contro `\�tttllllllli,, �,Zd,•��rcNSS . �� . z. Iotab! 4r) E:: A. L /IUIIIMILtlf tk; P.E. FL P.E.# 58705 111 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS WI HIGH SILL OPTION i. TABLE 1. TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 63" 66" 68" 70" 72" 74" 76" 48" A,B,M 4 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A►H,M ii. +80.0 •60.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 82" A,D,M 11 +50.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 77.3 +76.9 475.9 63 118" A,B,M i, +80.0 -80.0 +80.0 , -80.0 +79.6 49.6 +78.2 -78.2 +76.9 -76.9 +75.4 •75.4 , +74.0 -74.0 UP TO 53 1/8" C,D,E,P,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW i GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION it TABLE 2. TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 60 5/8" 63" 72" 74" 76" 48" A,B,M - +00.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -60.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0. 811" A,S,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,A,M +80.0 40.0 +80.0 -80.0 +80.0 40.0 +76.9 -76.9 +70.0 -70.0 +68.8 -88.8 +67.6 -67.6 631/8" A,4 M +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +75.0 -75.0 a +68.0 -68.0 +68.7 461 +65.5 45.5 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 40.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -70.0 +70.0 -70.0 +70.0 -70.0 , CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION, BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS WIDTH GLASS TYPE 53 1/8" D,E,F,J,K,L TABLE 3. SASH HEIGHT (MAX. WINDOW HT. W/ SASH a 78" FLANGED AND 75" INTEGRAL FIN) 17 1/8" 2311/16" 28 3/16" 33 314" 39 5/10" +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +80.0 40.0 +70.0 -70.0 4413/18" +70.0 -70.0 50 318" 55 15116" +70.0 -70.0 +70.0 -70.0 GI-ASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1 /8"A,.090,1 /8 "A) FTL -4647, 4648, 4723, 4967 S. 5/16" LAMI - (1 /8"A,.090,1 /8 "HS) FTL- 4647, 4648 C. 5/16" LAMI - (ll HS,.090,1 /8 "HS) F IL.- 4647, 4648 D. 7/16" LAME - (3/16 "A,.090, 3116 "A) F` 1 -4645, 4885 E. 7/16" LAMI - (3/16 "A,.090, 3/16 "HS) FTL -4645 F. 7/16" LAMI - (3116 "HS,.090, 3118 "HS) FTL -4645 O. 13/16" LAME 1G -1/8" T, AIR SPACE, 5/16" LAMI - (118 "A,.090,1 /8 "A) FTL -4648, 4723 H. 13/16" LAMI I0 -1/8" T, AIR SPACE, 5116" LAMI - (118"A,.090,1/8 "HS) FTL•4646 1. 13116" LAMI 10 -1/8" T, AIR SPACE, 5/16" LAMI - (1 /8 "HS,.090,1 /8 "HS) FTL -4646 J. 13/16" LAME 10 - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16 "A,.090, 3/16"A) FTL- 4649, 4650 K. 13/16" LAMI I0 - 1/8" T, AIR SPACE, 7/16" LAME - (3116 "A,.090, 3118 "HS) FTL- 4649, 4650, 4958 L. 13116" LAMI 10.1/8" T, AIR SPACE, 7/16" LAMI - (3/16 "148,.090, 3116 "HS) FTL- 4649, 4650 M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8 "A,.090, 1 /8 "A)A FTL -61363 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38" MAXIMUM. ?Med Br J.J. 'Raid J R. Revedllsc a F.K. 11/18/06 own F.KG 9/liV5 Delo Row 10477111 D NO CHANGES THIS SHEET WK11/11 CHANGED CAP MASS TYPE TO TEMPERED FROM HS RevMtoee: C J./.� 2123417 PL?A T�OASTME'1 OLREM0VEBTAVILWSASHHTREF TABLE& CU87 1 FORMATDPS'L ADD pliT' FIN. UPDATE' 7 STNOS „O„ MEETING RAIL HT. S SH "O" MEETING RAIL "X" "O„ MEETING RAIL +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN 1" FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. A S SH WIT. MINUS SASH HT. S S.H PRODUCT RBVISuD complying with the Florida Building Code Acceptance No Ex . . tto Date ado Pro, uct Centro 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 Vtsibbj Better DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT eukoksak WOO NTS 3 a 11 4040 -20 i LQ ' 10 11 r . �� • F &ORS ©P'•`j! /'' /�SS1tJNA*� A. LYh 1(1 /11{ILLe, P.E. FL P.E.# 58705 SEE DLO TABLE 531/8" MAX. FLANGED WIDTH A 52 1/8" MAX. I.F. WIDTH SEE DLO TABLE (MAX.) 2 j 76 „IL LI D -.,i HEI FIXED LITE t X , 38 i/16” MAX. SASH HEI HT L A 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 76" MAX. FLANGED HEI HT 75" MAX. I.F. HEIGHT SEE DLO TABLE 76" MAX. FLANGED HEIGHT SEE DLO TABLE 75 ". MAX. f 1 \ 75" MAX. I.F. �1 C ll I.F. HEIGHT SEE DLO HEI HT TABLE 78" MAX. 76" MAX. FLANGED FLANGED HEIGHT + HEIGHT A SEE DLO TABLE SEE DLO NS E 4 I i TABLE TABLE DETAIL B VIEW (STANDARD SASH) 1 75" MAX. I.F. E -& HEI HT 4 SEE DLO TABLE SEE DLO TABLE DETAIL D VIEW (CUSTOM SASH) 20" SASH HEIGHT 76" MAX. FLANGED HEI HT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" 8 41 5/8" 41 1/4" C 41 1/4" 40 7/8" + D 52 5/8" 52 11 /16" E 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 271/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. Rend Dew 10/07/11 NO CHANGES TINS SHEET Retaad*y: R. Anwar F.K baba: 04/01/11 Revlabana: C NO CHANGES THIS SHEET Daba: 11/1 8 ADD INTEGRAL FIN (I.F.) VERSION, CHG. NOTE 3. ADD NOTE4. Drawal Date: CdaectkedB3. baba F.K. I 911/05 J J. 2/29/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 4520 NOKOMIS, FL 54274 F%3T ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT PRODUCT REVISED as complying with the Florida Building Code Acceptance Alo l 1 • )ate Viet* Better sedemtweh SH700 NTS Shoot 4 of 11 4040 -20 Reg D Miami Product Control '`�il1IIIIII / Iyjlf �0�� N.4�jije�. �h� • ,DENS E• ''� * • • 5605 Ce *��rrPitt 5110 OF ils14)1Ak.,..‘ • ••. PI. OR9.• ‘40%.\, A. LYNN fif1ILLER, P.E. FL P.E.# 58705 I-0- 2.784" INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INSIDE NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT ,10,11,15,1 MAX. FIXED LITE DAYLIGHT OPENING 2.710" OUTSIDE MAX. FIXED LUTE DAYLIGHT OPENING MAX. WIDTH SECTION A A INTEGRAL FIN (I.F.) FRAME SECTIONS A INSIDE MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING HEAD JAMB OUTSIDE 2.330" (LOW SILL) SEE NOTE ABOVE J.J. pee 10/0T/11 SECTION B -B (LOW SILL SHOWN) ULTRALIFT ONLY 2.946" (HIGH SILL) ALTERNATE HIGH SILL ULTRALIFT ONLY SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) D NO CHANGES 7115 SHEET Rends* J.R. Rota: 04101/11 C NO CHANGES THIS SHEET Rowdily: F.K. t 11113/80 R B ADD LF. SECTIONS & CONSOLIDATE BAL. COMPONENTS Bey: mate G k dB : Da I K. 0/1 J.J. 2123/0? 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1829 NOKOMIS, FL 34274 Visibly Better SECTIONS p. ALUM. SINGLE HUNG WINDOW, IMPACT RodwRiodoO 311700 Half ir000fr 5 a 11 4040-20 D PRODUCT REVISED as complying with the Florida Building Code Acceptance No to Exp n • 410_ • 7i" dill By ii mI - e Product Cont .4 4 ....- '`0,\111I,1111r LYNN 41k4,,./1//, .58705 � ' r n 110 0 L . � ;.'p SlA'IE OF . . //'f S A. LYM sIONAL $1hh11.111 I4, P.E. FL P.E.# 58705 Inn DWG# DESCRIPTION pOT# 1 4002A FLANGE FRAME HEAD 61 612225 2 1156 #8 X 1.000 QUAD PN. SMS 606 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) #6 X1.000 PH. BUGLE TEK 612226 5 1626 . ADHESIVE OPEN CELL FOAM PAD 8281510 7P D1626 _ 6 40 FLANGE • F -JAMS 69 612227 FLANGE FRAME SILL iHIGH SILL) 4625 SASH.STOP SILICONE, DOW 899, 995 OR EQUIV. 812244 8 4025 SASH STOP (EGRESS) 1.125 LONG B. GLASS, 6/16" LAMM, (118 "A,.090 PV8,1/8 "HS) 612244 9 4029 SPIRAL BALANCE, 3/8 ", 6/8 ", OR 11/16" 84 E. GLASS, 7116" LAMI, (1/8 "0,.090 PV8,1/8 "HS) - 10 1080 BAl.ANCB ON ER, 3/8" OR 5/8" 0. GLASS, 13/16" LAM IG;1/8"I', AIR SPACE, 5/16" LAM, (1/8 "0,.090 PVB,1/8 "A) 8BALCVI2916 11 _ 88 i) X .750 PH..PN. SMS 89 �$34M 12 K. OLASS, 13/16" LAM 1 ©; '1/8'7, AO SPACE, 7116" LAMA, (3116 "A,.090 PVB,3/16"1S) BALANCE BOTTOM BRACKET L. GLASS, 13/16" LAM I0; 1/8"1', AIR SPACE, 7/16" LAM, (3/16 "HS,.090 PVB,3 /16"HS) 7BALTBKT • 13 1085 /1088 SASH TOP GUIDE * 42504 15 #8 X 1 PHILLIPS FLAT HEAD S. S'R. 78X1 FPAX 16 1080-1 BALANCE COVER, 11/16" 6BALCVR670 17 4063 'SASH STOP COVER 84053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" G. PH. FH. `TYPE F S. STL 7832X12FPFX 21 40540 FIXED-MEETING RAIL 64054C 23 4006C SA4I TOP. RAIL 84006 25 1235 W$1P.,.1 +0 X,270 BACK, FIN SEAL 675164 26 1096 SWEEP LA"CH 71096 27 1016 88 X .625 PH. K. SMS 7658 25 4007 SASH BOI1rO II RAIL (LOW SILL) 812230 30 '1226 IP., BULB VINYL • 610249 31 400$ SASH SibE RAIL • 812231 34' 1268 SASH 1 ='ACE GUIDE 42501 35 1622 1. M1 S 071No BLOCK 3132" X25/84" X 1" 71622K . 36 1052 LAM110 SETtiNG BLOCK 1 "X314 "X 1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 8TP248K 36 1225 VINYL GLAZ. BEAD BULB (THIN) 41 4039E GLAZING BF,.Ab, 6/16 LAM. GLASS. 640395 42 4644E . GLAZING BEAD, 5/16 LAMI WGRILL KIT 644703 44 4222A GLAZING L � , /16" LAM ' 64222 46 985C GLAZING BEAD, 7/16" LAMA W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAM 1.0. 64087 47 4071A FRAME, I.F. 11EA) 64071 48 4072A FRAME, I.F. LOW SILL w 64072 49 4073A FRAME, I.F. HIGH SILL 64073 60 • 4074E FR/WE, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 7€4009 7SPRNG 53 1088 SPRING, SILL. LATCH (EGRESS) 54 2740 311.E LATCH ( `QR'SS) (HIGH SILL) 82740 55 1014 SCREEN FRAME (HOR. 8 VER.) 81014 56 1630 SCREEN CORNER KEY WRINGS 71630 57 1631 SCREEN CORNER. KEY W/OUT RINGS 71631 58 1073 SCREEN SPAING 7CASP 59 1624 SCREEN SPLINE - .136 DIA FOAM 61624K er pax rani J.J. 10107/11 0 NO CHANGES THIS SHEET itarkfare ftwilionn 8 rBy: J.J. CHANGED CAP GLASS TYPE/ TO TEMPERED FROM HS j r : FRAME ITEMS 47 48 49AND 60. UPDRAbEITEM2l. ITEM CH( , DESCRIPTION I 1 E M S 7.06 1 3 245/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOM IS. FL 34214 ITEM DWG.# DESCRIPTION 60 1635 SCREEN SPLINE - .135 DA HARD ' 61835K 61 SCREEN CLOTH 61818 63 606 GLAZING. CHANNEL (.688 X .500) 6533402 64 1161 #6 X1.000 PH. BUGLE TEK 709X1 67 GLAZING TAPE.1 /16 x1/2 ... 7/16 LAM . 8281510 - 68 4051A SASH BOTTOM RAIZ. (HIGH SILL) 84081 . 69 4050A FLANGE FRAME SILL iHIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS, 5/16" LAM, (1/8"A.090 17913,118"A) 81 B. GLASS, 6/16" LAMM, (118 "A,.090 PV8,1/8 "HS) 82 C, GLASS, 5/16" LAM, (1/8 "H8,.090 PUB,1/8 "HS) 83 D. GLASS, 7/18" LAN, (118 "0,.090 Oval/8 "A) 84 E. GLASS, 7116" LAMI, (1/8 "0,.090 PV8,1/8 "HS) 85 .' F. GLASS, 7/16" LiAMII, (1/8 "H8,.090 PVQ,1/8 "H$j 86 0. GLASS, 13/16" LAM IG;1/8"I', AIR SPACE, 5/16" LAM, (1/8 "0,.090 PVB,1/8 "A) 87 ' H. GLASS, 13/16" LAM I0, 118'l, AIR SPACE, 5/16" LAM, (1/8 "A,.090 P1i8,1/6 "HS) _ 88 1. GLASS, 13/16" LAM 10;1/8" T, AIR $PACE, 5/16" LAM, (1/8 118,.090 PV8,1 /8 "H , ) 89 J. GLASS, 13/18" LAMI 10;118"7, AIR SOACE, 7/16" LAM, (3118 "A,.090 PV8,3 /18 "A) 90 K. OLASS, 13/16" LAM 1 ©; '1/8'7, AO SPACE, 7116" LAMA, (3116 "A,.090 PVB,3/16"1S) 91 L. GLASS, 13/16" LAM I0; 1/8"1', AIR SPACE, 7/16" LAM, (3/16 "HS,.090 PVB,3 /16"HS) 92 M. GLA'SS,1$/16" LA I IG;1/8 "A, AM V440, II/16" LAM, ('il8 "A,.096 PV1§,1/ P FRAME, I.F. HEAD• #4071A, 6063 -T6 FRAME, I.F. LOW SILL #4072A, 6063 -T6 FRAME, 1.F. HIGH SILL A (USED AS RADIUS TOP HEAD) FRAME, I.F. JAMB #4074B, 6063 -T6 #4073A, 6063 -T8 Visibly Better PARTS LIST ALUM. SINGLE HUNG WINDOW IMPACT sl�7an NTS 18'* 11 d 11 211 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex .: oz Da Miami k ado Product Control ��11{llllll��fff %% \‘ ON MIL l .e�4, 1, 0106 ................. v".". ' • e e t / /,FSSIONP A. LYNN M111LER, P. E . D FL P.E.# 58705 1 1.363 FLANGE FRAME HEAD #4002A, 6063 -T6 1--4-2.784 SEALANT ALONG ENTIRE JOINT 11 I.F. FRAME .062 1-y-- -2.784 FLANGE FRAME SILL (LOW) #4003C, 6063 -T6 C6 or 5C)---- —+•—.062 11.490 k -1.451 T SASH STOP #4025, 6063 -T5 FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) .062 FIXED MEETING RAIL #4054A, 6063HD -T6j 3.446 1 .062 I- +-- 2.784 -0-1 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 2.946 r -2.278 +1.513 -«-1 .040 T 1.707 .062 SASH TOP RAIL #4006C, 6063HS-T6 .062 —.738 SASH STOP COVER #4053, 6063 -T5 SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E, L. & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION SASH BOTTOM RAIL (LOW) #4007, 6063 -T5 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 SASH SIDE RAIL #4008, 6063 -T5 612_1_ .678 1.0964-.1—HT GLAZING BEAD 7/16" #4222, 6063 -T5 050 .678 1.115-4+—.1 7 GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED Wl GRILL KIT) .050 .678 1.096 1 - 1 GLAZING BEAD, 5/16" #40398, 6063 -T5 .050 .678 1.096 I - « I 7 GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED Wt GRILL KIT) .683 50 1.097 GLAZING BEAD, 13/16" IG #4067, 6063 -T5 g,. Des: JJ. 10107111 Rowdily: Dab: .l.R. 04101111 Rene* new F.IG 11113106 Mown FJC 911105 NO CHANGES THIS SHEET NO CHANGES THIS SHEET UPDATE FRAME CORNER ASSEMBLY TO INCLUDE 1.F. AND UPG D,E ITEM 21 ALLOY. 223/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 KO. BOX 1629 NOKOMIS, FL 34274 GT_ Visibly Better EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT Self WM odd: SH700 H81f 7 of 11 4040 -20 PRODUCT:REVISRD as complying with the Florida Building Code Acceptance No ,'., •on gate Miami Fade Product Control No II 1111 ileptz • • 6706 ..0 svitae 0, A. LYF kMILLth P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS SUBSTRATE: 28.603 ANCHOR TYPE 0 GLASS *0 ( p, TYPE WINDOW WIDTH 19.125 0 C,D,E,F,G, 1_ 1 H,I,J,K,L 12 1T- 34.603 WINDOW HEIGHT TABLE 5. 40.603 46.603 52.603 58:603 64.603 76.000 111 1 0 0 1 111 0 z U 1 1T2 212 0 R U 1 '12 z 0 1 2 2 2 U z U 1 212 U O cc\ U z U '12 z( O ('• r 1 1 212 ..21.2 z 1 2- 1- c4 2 213. U z 0 1 2f�2 A,B,M 1 1 2 1It 1 _1_ 1151112 1 1 1 r'i 1.12 2 2 1 2 1 2 2 1 ZTr2 212 1 212 l 24.000 C,D,E,F,G, 1 1 H,I,J,K,L 11 111_ 32.000 A,B,M 1 _ 1 112 1t1 112 1 2 1 1 12,212 112 112 1 212 T1 1 1 212 1 2r2' 1 _1 1 Ti 2 212 212 2T- 2� 21 • 1' 1 2j2 2l 2 1 1 1 Z 2 2�T 2T2 1 _1 2T2 212 1 1 1_ 212 212 2T3 1 U z 0 313 1 1_ 1�2 1 1 _1 2T22132T 2 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 H,I,J,K,L 1 2 1 2 21111 3 1 2 -211 33 Tr2 1 1 213213 1 1 1 1 1 2 1 212 213 213 2T12 213 3 3 2 2 1 1 21`3 [ 2- 13 33 3 2 4 1 212 1 2T2 1 1 2 3 313 21i 3T3 2�2 3T3 1 3- 2 1 2 313 314 1 1 313 414 A,B,M 1 1 121 2 1 1 21223 1 1 2 1 1 -2-11 2 3 1 1 1 2 2 3 2 3 2 2 1 1 1 -2-5 2 3 2 2 2 3 3 1 32 2 1 1 33314 3231"33433 1 4 4 37.000 C,D,E,F,G, H,I,J,K,L 2 1 1 2223 2 2 1 2 213 2 3 2 2 2 3 2 3 1 2f2 2 2 213 2 3 1 2 2 1 2 2 2F3213342J331331-4 1 313 3 2 4ST5 1 2 313 454 40.000 A,B,M 1 221 PSF 79 1 2 212 213 112 213.223 2 2 2 3 2 2 3 2- 2 2 2 1 2 2 1 2 2 1 2 2 2 3 2 3-211 2 3 -31-4-1 -211 3 3 --3-171: 3 3 3 4 3 5 1 2 3344 44.000 C,D,E,F,G, 2 2 2 2 H,I,J,K,L 221522]223 A,B,M 2 2 2 2 2 2 1 2 2 2 2 3 PSF 79 2 2 2 2 23z3 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 3 2 3 23 23 24 x 2 2 2 2 2323232324 2 23 2 3 2 2 2 2 2 3 3 314 2 3 3 4 315 2 2 2 313342 - 3435 2 2 3 3 2 3 3 34415 2 2 3445 3 2 3 4 4 2 3 3 4 4 C,D,E,F,G, 2 2 H,I,J,K,L 2 2 2 2 2 2T223 2 2 2 2T3 2 LI3 2 3 2_ 2 2 2 2 2.3333T42 -13 2 _2 314 31 2 3 A,B,M 2 2 2 222 2 2 222 3 2 2 2 2 2 -211 213 212 3 2 2 2 2 2 2 2 213 3 3 3 4 2 3 3 3 3 4 2 2 233143 2 5 2 -311 2 21131 415 2 2 2 --3T 41 3 4 4 5 48.000 PSF 79 79 C,D,E,F,G, 2 2 2 2 H,I,J,K,L 222222232 2 2 2 2 3 3 4 2 2 2333 2 2 314 X13 2 2 3 4 -3T-4- 21 2 2 Sr435 2 3 3 324 °ice 23 2 3 415 4J 2 3 4 5 5 A,B,M 2 2 2 2 2 2 2 2 212 213 53.125 PSF 72 79 79 2 2 2 2 2 3 2 2 3423 2 3 3 2 2 23 3 2 4 -3-.1-47 2 23 2 2 3 4 31 5 2 2 3 2 333543533 2 3 2 2 41 4631455 C,D,E,F,G, 2 2 H,I,J,K,L 2 2 2 2 2 21223 2 212 2 23 2 3F4 2 2 2 2 3 34 354 2 3 3 4 3 4 A,B,M 2 2 2222 2 21223 2 2 2T 23 2 34 2 213 2 3-14 2 314 2 3 2 2 3 2 2 3 2 3 3 2 3 3 3[4 315 3 3 4 4 4 6 -31-4--41-5 4I6 314 516 2 2 3 2 2 3 2 2 3 2 3 313 34 1-5 41-1-1-. 4 313 4 5 416 3 4 415 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL A SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 2 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 3 2 213 1 may: J.J. Rol aas J.R. attiel 10/07/11 rteWfana: D NO CHANGES THIS SHEET Data 04101/11 C NO CHANGES MIS SHEET Rand By: FIG Detx 11/13/06 B REVISE ANCHORAGE � WHE ANCHOR IS RESTRICTED BY SIZE Dawn By: Date: Checked Bye Dare: F.K. 1/28108 J.J. 2123/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT Vdsiby Better ScrierModek SH700 NTS Sheet 8 of 11 ma 4040 -20 Raw D PRODUCT REVISED as complying with the Florida Building Code Acceptance No • ' tio 17 J,. a Muni ► ade Product Control FL P.E.# 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS WINDOW HEIGHT SUBSTRATE: 29.655 ANCHOR TYPE 0 0 O 0 WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L 37.155 44.655 52.155 59.655 67.155 74.655 TABLE 6. 76.000 z 0 CI cat O 0 0 z 0 0 0 0o ci z 0 z 0 0 cn O c4 0 0 0 0 0 Mo N O 0 2 0 z 0 co o C•1O 0 z 0 0 co 0 cv0 0 2r 1 ?�.2. .�2 2J.�. 212 Zr 3r2 2T2 1 r 1 11 1 111 2J2 1 212 _1 211 22 212 -2F2 1 212 21-2 r2 1 3�2 1 2rZ 1 r 79 1 1 1 1 T 1 iL 1� 2T2 'T2 2 2 212 2 r2 22 312 sJ2 312 2-12 3r- 2 -r 1 1 1 1 1 1 1 1 119 -2T2- 1 1 2 2 2 2 1 2 2 1 2 2 1 1 -2-F2- 2 2 2 1 1 1 2 2 2 2 3 2 1 312 1 212 1 3 2 3 - 2 1 1 1 68 77 1 1 111 1 1 111 1 1 1 1 1 1 222T22223212�2 3 3 1 1 2233 2 3 3 3322 3T3 1 1 1 -4 Ti 3 x 4 1 1 312 1 1 1 11 1 1 212 212 2 2 2 1 3 212 2 2 3 3 1 212 1 33 2 3 3 1 312 3 [3 33 1 4 1 31-2 411 1 1 ANCHORAGE NOTES: 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 vzi MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. AABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 59 67 79 1 1 2 2 2 2 1 2 2 1 2 111 1 1 1 1 212 2 2 2 2 2 3 2 2 2 3 3 3 2 2 33 313 33 4(3 3 3 312 3 3 4 3 3 2 4 3 1 1 2 1 1 1 1 1 1 212 2 2 2 2 2 2 3 212 2 3 3 3 1 2 2 2 33 2 33 1 33 2 41 2 -1T1 1 312 3 3 2 1 2 2 4 3 3 2 4 3 4 4 1 2 54 79 82 79 2 2 111 111 111 2 111 2 111 111 49 79 56 2 2 2 212 2 2 2 2 2 2 2 2 79 79 2 2 2 2 2 2 2322333321233 2 2 2 2 2 -41 2 2 3 3 3 31-21-2--31-3- 4 3 2 33 2 2 741 3 3 3 2 413 2 4 3 2 3 3 2 3 3 2 3T3 2 3-3 2 2 2 2 2 2 2 --41i 4 4 3 3 4 3 4 4 3 3 5 3 2 2 2 2 2 2 2 -41-1-4-1-;1- 3 4 4 313 -4-1 4 4 3 3 —51-3- 2 2 1 1 1 1 111 2 212 2 2 2 2 2 212 2 2 3 3 2 2 3 3 34 2 2 23.3 3 4R 3 3 -4-11 2 414 3 2 3 413 2 4 4 2 2 2 33434J4 5 2 4 2 2 111 1 1 111 2 2 2 2 2 2 2 -2-1-i 2 313 2 2 2 2 313 3 4 2 3 2 313 2 2 2 4143343 2 2 4431 2 4�T3 2 4T4 2 3 3 2 41-3 2 4 3 3 2 5 4 45 74 51 74 79 79 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 1 1 1 2 111 87 2 1 1 111 2 111 46 2 111 212 2 2 2 2 2 2 2 2 67 2 2 21222 2 2 2 212 76 2 212 3 3 2 2 2 2 -2- r2 79 3 2 WI 3 3 3 2 3 3 4 2 3 3 3 2 3 4 3 4 33 313 3T4 3 3 3 3 4 4 3 3 4 4 2 4T4 414 2 414 2 3 3344 33 3 4 4 3 4 4 3 3 3 3 33 4 4 2 2 33414 2 -311- i4 3 2 2 4 4 4 3 5 4 3 4 r4 3 5 5 41 3 X14 51-8- 413 5 4 A,B,M 2 2 2 2 1 1 1 111 212 2 2z 2 212 3 3 , 2 2 3 3333344 2 3 2-344 3 4r43 3 3 414 3 414 2 33 2 44 3 5r4 2 3 TABLE KEY: PSF (DP LIMITED) /17 HEAD 3 JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL miami RODUCT REVISED es complying with the Florida _loading Code do (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL Re dir: J.J. Date: 10/07/11 Revisions: D NO CHANGES 77115 SHEET Reid* Date: J.R. 04101/11 Rated* Date: F.K 11/13/06 Dreamily: ears: F.K. 7129105 Neviela c 14100:10WIIISONERZHEMIHOR MY 18 RESTRICTED BYSIZE Rene REVISE ANCHORAGE T EANDNOTES B ADD DP MAX. WHEREAN R QTY IS RESTRICTED BY SIZE Checked fly Dates I J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 152Q NOKOMIS, FL. 34274 Visibly Better ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Oaf ealMade &a* Sheet MOW No. ado Product Contro :: 1( 1/4;::1()NPi‘"koN LLI ANCHOR QUANTITIES SUBSTRATE: -•.„., ANCHOR TYPE: ` ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7., WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 a "'®N6�Zrn8N6,Z"18N6�-zm8'�z N 3 •0 0 0 0 0 0 Ca 0 0 G 3 0 0 0 0 o 3 0 0 0 -6 O CI N 0�`t'zt+?8N6 0 0 0 v f7 N 3 U 0 0 -6tc 0 o 8046 N 3 U 0 U .ZM 0 o 3 0 44 ` 0 U -Z 0 WINDOW WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 2 24.000 D,E,F,J, K,L 1 • • 1_ 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 1 2 1 3 1 3 1 2 1 3 1 1 3 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K,L :- .- ,11__. -_ - 11_ -.V. 2 _ 2 ..- .. iu.. _._. 3 . _... _- _. i -__. - 2 __ _ 3__ ._ -_ .,.__ 3__: _. 4_.- __ -.4 -- __ 4. -._ _. 6.._ . .... -... - 37.000 PSF 79 D,E,F,J, K,L 1 1 1 1 1 2 Z 1 2 _.._ 2 2 2 -3- 1 12_ 2 3 _... 2 1 2 3.. I._...3_..I..- 4_ 2 1 3 I__..3_._. 2 _.. 3 2 4_ 1 ._..3 I ...2_._ 4 _-_2.._ 4 __- _I -- -- 4 5 __- __ - 5 -._ _...._..?.._ I 4 I 5 40.000 PSF 79 79 79 79 D,K,L,J, 4 3 4 4 3 4 4 3 I 5 4 I I 1 1 1 1 2 2 2 3 3 3 4 5 5 4 6 44.000 PSF 79 76 79 77 79 79 79 D, K �,J, 3' 2 2 5 5 1 4 5 5 4 L 6 1 1 1 2 2 2 3 3 4 1 4 4 4 3 5 4 3 48.000 PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 53.125 PSF 71 79 63 71 79 64 74 66 77 69 69 D,E,F,J, K,L 2 2 2 2 2 2 3 2 2. 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE: SASH HEIGHT 2.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE-1 'c N 4 V V `- WINDOW WIDTH S Z 8 ch Q N C7 r, nog N 0 8 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 32.000 1 2 2 2 2 37.000 79 3 2 2 3 2 3 3 2 3 3 2 3 4 21112 2 2 2 31 21 3 3 1 2 1 3 40.000 74 3 1 3J 3 31313 4 1 3 1 3 41314 2 1 2 1 2 2 2 2 3 1 2 1 3 44.000 21212 48.000 68 2 63 2 78 2 72 3 1. 2 1 3 3 1 3 1 3 41313 41314 4 1 3 1 4 3 2 1 3 79 3 3 4 1 3 1 4 51314 51314 2 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 53.125 73 2 21 58 66 72 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 31 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO 8S4 CRETE -FLEX 3 - #12 $CREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ki DIMENSIONS: HEAD - 18 1/2" MAX. FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4 AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW al WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 4 TABLE 8. KEY: MAX. PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 T RODUCr REVISED es nonlP:with the I•lorida wilding Code „ t Acceptance No . -.,. s;.ar Rev�� J.J. Date: 0107111 R� D NO CHANGES THIS SHEET J.R. tummy F.K . Damn 04101111 Dear 11/13108 Revisions: c Revbbra: 8 NO CHANGES THIS SHEET REVISE ANCHORAGE TABLE AND NOTES ADD DP MAX. WHERE ANCHOR QTY IS RESTRICTED BY SIZE Damn,: Data C�heckedR$ I F.K. 7129106 J.J. 2123/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SQx 1529 NOKOMIS, FL 34274 p I ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better SHE NTS 10 a 11< 4040 -20 Control tste jevs '`‘\t%1111�tp,tr/ t ,I LYNN Mtj ,'>> * : 1y0, 58706 = * 7-13 . r; �K w S'TAr OF SS /4NA�- � • A. LYNIV'kiILLLIlt; P.E. FL P.E.# 58705 EXTERIOR INTERIOR ALL HEAD AND SILL DETAILS) A CONCRETE ANCHOR 3.35 KS! MIN. CONCRETE (SEE NOTE 1 & 3) A 2x WOOD BUCK A(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) • '. a 1 3/8" MIN., 1/4" TAPCON ,A •1•.314" MIN., 1/4" CRETE -FLEX 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)A DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 114" 114" MAX. SHIM MIN. 1 MN Ifnll irtws:st sruillrum srss +llr► 111 trll lflRlillfil 11111► • • 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) A '.►.v' • 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU •s' 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. —► SHIM 1 3/8" MIN. 1/4" j MAX. SHIM A 12/8" N. A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETINGA RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)A, .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 1AI Q WOOD FRAME Imo" —'•"'� 114" MAX. SHIM DETAIL F, (HEAD) .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME b .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE ,A DETAIL G, (SILL) WOOD FRAME J.J. Re d By: Oafs: 10107/11 Revbionc D NO CHANGES THIS SHEET J.R. Dabs: 04/01/11 C NO CHANGES THIS SHEET Rand F.K. 11/13/06 Revisions: B ADD INTEGRAL FINANCHORAGE UPDATE & REORDER NOTES. ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIM. DaiwaEys Date: Checked By Date: FIG 9/1105 J.J. 2123107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 OEiIT Better ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Salesladell 811700 NTS Meat 11 a9: Dining Na 4040 -20 now D PRODUCT REVISED as complying with the Florida Building Cods ,r ,r. ��" Acceptance No - 7.-?' gip' . n to ,zog. Miami D'• de Product Centro �>t111t111t1� \\\.‘,,k LYNN. 44 // h��' oNSE * K0.56705 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAM! CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR. SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1,13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI 1G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY A HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. Rend By: Mks J.R. f F.K. 4115/07 Roved By. Dew: F.K. 10/17/18 Drawn By: Dew F.K 2/28/18 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8 -11 PRODUCT RUWSUD as complying with the Florida Building Acceptance 4I- 04SCP *02 Bap on DateTrrrr g0 Map BY f. ..0/r_ . LI .r. uct ' ntrot Revislonz D ADDED 10 CAP TO BE TEMPERED +30FT NOTE. Revkions: 8 Cheated By. J.J. ADD FTL -5330 TO NOTES 7& CHG. NOTE 8 TO CURRENT EDIT. CHANGE TOASTME 1300-02 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.0. 139X 1529 . NOKOMIS, FL 34274 GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ��R o vTS 1 ze 11 4127-10 D • 'lf obert ffc1 �., ((..P.E. PE #3i4712 Atrelctyrat , ,, 1/2" NOM. GLASS BITE (60,61,62 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE 66,67,68,69,70,71 (63'64'6) <21 EXTERIOR INTERIOR E> (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 1/2" NOM. GLASS BITE 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13116" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI \FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 p. oZ 01 Reved By. J.R. Dates 8/20/11 Revision: D ADDED 1Q CAP TO BE TEMPERED #30FT NOTE. RFK Daft 4/15/07 Rerielow C NO CHANGE THIS SHEET Rei®dBy: F.K. Da 10/17/08 Revktamt 8 NO CHANGE THIS SHEET Vimw,B . Data Obsakedsy. Gam: I F.K. 2!28/08 J.J. 3/28.08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. 69X 1520 NOKOMIS, FL 34274 Desed lac GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better HR710 Full et 11 Draft No. 4127-10 obert L. Clerk, P.E. PE #39712 Structural TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" 96" 106 3/8" 108" 111" A,B,G,H A,B,G,H A,B,G,H A,B,G,H A,B,G,H +60.0 +60.0 +60.0 +60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +58.8 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 UP TO 111" C,I -59.5 +53.6 -60.0 -58.8 -55.2 -54.6 -53.6 +60.0 +56.2 +52.3 +51.7 +50.9 -60.0 -56.2 -52.3 -51.7 -50.9 +60.0 -60.0 UP TO 111" D,E,F, J, K, L +75.0 -75.0 XOX (113,113,113) TABLE 2. FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS 0/1 SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS , TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7116" A'B'C' G, H, I 38 3/8" +60.0 - -60.0 TO 86 7/16". D, E, F, J, K, L 63" +75.0 -75.0 OX AND XO FLANGE TABLE 3. OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE ® WINDOW ' 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 _ +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 , +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C'D'E'F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAM! - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7116" LAMI - (3/16" HS, .090, 3/16" HS) RevedBy: Date: J.R. 8/20/11 Raved DI: Deis: F.K. 4/15107 Kevaa syc F.K. Drawn By: F.K. Revision: D ADDED 10 CAP TO BE TEMPERED +30FT NOTE C G. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1 /8 "HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,118 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3 /16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) A D D I N T E G R A L F I N O P T I O N & UPDATP ASTM E 1300 -02 DPs Date: Reelect= 10/17/08 B REVISE DP TABLES TOASTM E 1300-02 Dams Cheated Br Date: I 2/28/08 J.J. 3/29/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1829 NOKOMIS, FL34274 Visibly Better FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. PADDUCT REVISED as complying with the Florida Building Code Acceptcntca No 14 • C'� 0.0"2. ion Date B 0/G DESIGN PRESSURES Ts. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 8atio.ANaaer HR710 NTS attar 3 a 11 ohntrm No. 4127-10 obert L Clark, P.E. PE #39712 Structural B 27 3/8" r. MAX. DLO VENT 54 5/16" MAX. DLO FIXED - ---- -F 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) 33 9/16" MAX. DLO FIXED A 57 3/8" MAX. DLO ALL FIXED LITES MIR 33 9/16" MAX. DLO VENT 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 63" MAX. FLANGE FRAME ALL CONFIG. WWI • C 73" MAX. WIDTH I.F. FRAME - ---04 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO B r- ga=e 27 3/8" MAX. DLO VENT 273/8" MAX. DLO FIXED ra i Pte` a',�r��•$2' -ws 1. 6` 4 X O X 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) 33 9/16" MAX. DLO FIXED A 57 3/8" MAX. DLO ALL FIXED LITES MIR 33 9/16" MAX. DLO VENT 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 63" MAX. FLANGE FRAME ALL CONFIG. WWI • C 73" MAX. WIDTH I.F. FRAME - ---04 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO B r- ga=e 27 3/8" MAX. DLO VENT 273/8" MAX. DLO FIXED ra i Pte` a',�r��•$2' -ws X O t X Iwo BRIO 1 r" 85 7/16" MAX. WIDTH I.F. FRAME- ----- 1 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (113 -113 -113) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) D B PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1. C043404.042. on Dato I, .l `" ,r /Zo (4• BMiaml D uct Contro Ravi sr F.K awn ey: F.K. : & 0n1 4n 4,7 Raisionst 0 NO CHANGE THIS SHEET 10%17106 Daix a1i81?S Ter c7'7T ' A7 r14irrio:: Y. lair 6 NO CHANGE THIS SHEET awaked* Da$R I J.J 3/23106 r,71 szda 1070 'TECHNOLOGY DRNE NOKOMIS, R. 34276 P.O. SOX 1529 NOKOMIS, FL 34274 Vii* Ratter ELEVATIONS rafr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT � e �412Ta!© I pire D HR7IO NTS 14 a 11 Robert L. Clark, P.E. PE #39712 Structural INTERIOR EXTERIOR INTERIOR MAX. VENT DLO EXTERIOR MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME INTERIOR MAX. VENT DLO MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR PRODUCT REVISED as complying with the Florida Building Code A ee tixp Date ; . , •aata EXTERIOR INTERIOR SECTION C -C w I SILL VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) t SR 6120/11 D NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE ADD INTEGRAL FIN FRAMg ITEMS 41, 42AND 43AND VIEWS. NOKOMIS, FL 34275 HEAD (VERTICAL SECTION, I.F. FRAME) SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s. dwr o SO*: sre.t ,.wrcia �x H 710 I s Half 5 or 11 4127 -10 D Robert L. Clark, P.E. PE 538712 Structural 1 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 4 DWG# REV DESCRIPTION MAT'L PGT# 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 #8 X 3/4 PH. PAN HEAD 7834AA 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 4137 SILL ADAPTOR 6063 -T6 A L 64137 4131 ROLLER TRACK 6063-T6 AL 64131 71298 WEEP HOLE COVER POLYPROP. 71298 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 1155 #8 X 1.000 QUAD PN. SMS 781PQA 64110G 4110 G SCREEN ADAPTOR 6063 -T5 AL 4054 B FIXED MEETING RAIL 6063HD -T6 AL 64054A 4066 WSTP.,.187 X .230, FIN SEAL 640660 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 1683 WSTP.,.250 X 270 BACK, FIN SEAL 61683G 225 -1 ROLLER HOUSING & GUIDE 42112HD 226 BRASS ROJ LER WHEELS BRASS 7BRWHL2 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 4006 D SASH MEETING RAIL 6063HS -T6 AL 64006 1235 W STP.,.170 X .270 BACK, FIN SEAL 67S 16G 1096 SWPRP LATCH . D1E-CAST 71096 1016 #8 X.625 PH. FL. SMS 7858 4126 SASH SIDE RAIL 6063-T5 AL 64126 1683 W STP.,.250 X .270 BACK, FIN SEAL 616830 7070 BULB WEATHERSTRIP .187 X .275 67070K LIFT RAIL COVER CAP 74078"C" L OR R 4139 I.F. FRAME HEAD 6063-T6 AL 64139 4140 1.F. FRAME SILL 6063-T6 AL 64140 4141 1.F. FRAME JAMB 6063-T6 AL 64141 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 4039 B GLAZING BEAD - 5/16" 6063-T5 AL 640398 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063-T5 AL 644703 4222 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 985 C GLAZINGBEAD - 7/16" W /GRILL KIT 6063-T5 AL 6985 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 GLASS, 5 /16' LAMI (1/8" A, .090 PVB, 1/8" A) to 5 /16" LAMI (1/8" A, .090 PVB, 1/8" HS) " 5/16" LAMI (1 /8" HS, .090 PVB, 1/8" HS) " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) " " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) Date; J.R. 6/20/11 Raved as FIG Rated Sys FIG brawn By: bare: 4/16/07 Revisionx D 10/17/06 gone: C ADDED wimp TO GLASS TYPES ADD ITEMS 41, 42 543 Revisions B NO CHANGE THIS SHEET Dean 2/2 Osaka t By: 3/23106 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 BQX 1628 NOKOMIS, FL 94274 ITEM 66 67 DWG# REVI GLASS, PP 68 69 tt tt 70 IP 71 II 72 It 73 It 74 It 75 It 76 It 77 It 90 1014 DESCRIPTION 1 MAT'L 1 PGT# 13/16" LAMI IG -1 /8 "A (MIN.), 3/8 "AIR SPACE, 5/16' LAMI (1 /8 "A, .090 PVB, 1 /8 "A) 13/16" LAMI 1G -1/8 "A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 13/16" LAMI 1G -1 /8 "A (MIN }, 3/8" AIRSPACE, 5 /I6" LAMI (1 /8 "HS,.090 PVB,1 /8 "HS} 13/16" LAMI IG- 3/16 "A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8 "A) 13/16" LAMI IG-3 /16 "A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (I /8 "A, .090 PVB, 1 /8 "HS) 13/16" LAMI 10- 3/16 "A (MIN), 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 13/16" LAMI IG -1/8 "A (MIN.), 1 /4" AIR SPACE, 7/I6" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG-1 /8 "A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 13/16" LAMI IG- 1 /8 "A:(MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3 /16 "HS) 13/16" LAM11G- 3/16 "A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3 /16 "A, .090 PVB, 3 /16 "A) 13/16" LAMI IG- 3/16 "A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3 /16 "A, .090PVB, 3 /16 "HS) 13/16" LAMI 10- 3116 "A (MIN.), 3/16" AIR SPACE, 7/16" LAM1(3 /16 "HS, .090PVB, 3/16"HS) SCREEN FRAME (HOR. & VER.) 3105 -1-114 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP, 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 D1A. HARD EM PVC 96 SCREEN CLOTH Flo 2.784 1.988 I.F. I.F. FRAME JAMB #4141, 6063 -T6 Dowlpaon: TPARTS LIST Tbst ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sheet Rai 6 o' 11 t�l I.F. FRAME HEAD #4139, 8083 -T8 .082 3.152 2.710 .F. FRAME SILL #4140, 6083 -T6 PRODUCT REVISED as comptyingwith the 3� en a ttId % Code ° • „„ Acceptance Na ,. , I ou Data 5 . Ol( I� 4..0l�lT w L/ . et Cantro By Wand Visibly !Setter sen saStodee HR7IO sok NTS Deming No. 4127-10 Robert L. Clark, P.E. PE #39712 Structural FLANGE FRAME HEAD #4102A, 6063 -T6 -- '-II -- --.062 .490 f k- 1.451 --•-� SASH STOP #4025, 6063 -T5 .062 U .349-►t SASH TOP & BOTTOM RAIL #4133, 6063 -T5 1.183 .050 I .678 1.096�''��"'I -( GLAZING BEAD, 5116" #4044B, 6063 -T5 (USED W/ GRILL KIT) Road By: Des: .d.FL 6/20/11 t7eve1834 Rate: F C 4/1&V7 Rand By: Data: F C 10117/08 Damn Eta Data: F.K. 2/28/08 1. .062 .437 FLANGE FRAME SILL #4136, 6063-T6 .061 1.461 HORIZ. ROLLER TRACK #4131, 6063 -T6 1.187 —� 1.081 I---- SASH MTG. RAIL #4006D, 6063HS -T6 F.050 678 1.096 -1I GLAZING BEAD 7/16" #4222A, 6063 -T5 52 1.187 FRAME SILL ADAPTER #4137, 6063 -T6 La- -1.403 -w] FIXED MEETING RAIL #4054B, 6063RD -T6 1.291 SASH SIDE RAIL #4126, 6063 -T5 .050 GLAZING BEAD 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) 1 .678 b1.513 l .040 .738 1 4 4 3 f SASH STOP COVER #4053, 6063 -T5 F°1- 2.784 n n r + 1.a .062_4 FLANGE FRAME JAMB #4002A, 6063 -T6 A50 I .678 1.086 k rlf GLAZING BEAD, 5116" #4039B, 6063 -T5 .683 50 -1-1 I. 1 1.097 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as complying with the Florida Acceptance Cede "•' £7 Expir aon No � Q j4 Bxpir � � on Date Revisions: D. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Ravyla a 8 chaandikit J.J. NO CHANGE THIS SHEET Data 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. BQX 1529 NOKOMIS, FL 34274 led I: Visa&y Better EXTRUSIONS 1 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT etikafAlaisk HRT10 Half 7 of 11 Drairtig 4127 -10 Rev: D Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XOX (114 -112 -114) WINDOWS TABLE 4 GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L ANCHOR TYPE> & SUBSTRATE 2,3, WOOD ZONES 2, CONC ZONES 1, CONC 2,3, WOOD ZONES ZONES 2, CONC ZONES 1, CONC ZONES WINDOW SIZE W V H HEAD & SILL 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 to Q 2 HEAD & SILL 0 HEAD & SILL HEAD & SILL co HEAD & SILL vi m HEAD & SILL CO 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+ C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+02+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2+2+C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 �1 +C2 +2 +C2+1 1 +C2 +2 +C2 +1 3 2 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 3 2 1 +C3 +2 +C3 +1 1+C2+2+C2+1 3 1 +C3 +2 +C3 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 2 1 +C2 +2 +C2 +1 2 1 +C3 +2 +C3 +1 1 +C2 +3 +C2 +1 3 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+ C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 1+ C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4+1 3 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 1 +C2 +4 +C2+1 2 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3+1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3+4 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3+C3 +1 3 1 +C3 +3 +C3+1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4+3 +C4 +1 3 1 +C4+3 +C4 +1 4 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 111.000 x 38.375 48.000 50.625 54.000 60.000 63.000 Cate: J.R. 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 4 1 +C4 +3+C4 +1 3 1 +C5 +4 +C5+1 3 2 1 +C2 +3 +C2 +1 3 1 +C2 +3+C2 +1 3 1 +C2 +2 +C2 +1 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3+1 3 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 2 1 +C2+4 +C2+1 2 3 1 +C3 +4 +C3 +1 3 1+C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3+C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3+1 3 1 +C3+4 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3+3 +C3 +1 3 1 +C3 +3+C3 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 Rattan: D ADDED 10 CAP TO BE TEMPERED +30FT NOTE FlevadDy: F.1C 4/15/07 Redeem: C UPDATE TABLE4, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 10/17/06 B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS TaxmBy: Cate: ChedcdBy. fie: FJC 28 J.J. 3/23/06 4 1 +C4 +3 +C4 +1 1 +C5 +4 +C5 +1 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090,1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7116" LAMI - (3116" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" A) H. 13/16" LAMI 1G - 1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" HS) I. 13/16" LAMI 1G - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI -(1/8" HS,.090, 1/8" HS) J. 13/16" LAMI 1G - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090, 3/16" A) K 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A, 090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 'u\ FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: JAMBS: TABLE KEY: X 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 314" MAX. FROM CORNERS. 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. O x 1 +C3 +4 +C3 +1 13 1....--.ANCHOR QUANTITY PER JAMB Lr HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" max. ---I I-0-3" MIN. 1,11 1 1 1 1 141 1 9" REF. X MTG. RAIL, TYP. - EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1 9" REF. " '" 25 3/4" MAX. ----ii---1 1/2" TYP. I I-ue-3" MIN. X t r MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED as complying with the Florida Building Code Acceptance No t i• G; Expiration Date A. iep I33 Control 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1620 NOKOMIS, FL 34274 P Vislb& Better ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) .-.-.. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT srreunaoa k Bab: &nee HR710 NTS 8 of 11 4127-10 j) rr Robert L. Clark, P.E. PE 839712 Structural ANCHOR QUANTITIES, XOX (1/3- 113 -1/3) WINDOWS ANCHOR TYPE & SUBSTRATE 2,3, WOOD GLASS TYPES A,B,G,H 2, CONC 1, CONC TABLE 5 GLASS TYPES C,D,E,F, ,J,K, L 2,3, WOOD 2, CONC 1, CONC ZONES WINDOW SIZE W v H 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 HEAD & SILL co m a 1 +C2 +1 +C2 +1 2 ZONES HEAD & SILL d 1 +C2 +1 +C2 +1 2 ZONES ZONES ZONES ZONES HEAD & SILL HEAD & SILL HEAD & SILL 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 CO 2 HEAD & SILL 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 N m d 2 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000. 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3+11 3 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2� 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 3 3 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 3 2 3 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 2 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 1+C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 88.437 x 38.375 48.000 50.625 54.000 60.000 63.000 Re►vd8�s J.R. RevedBy: F.K. RexdBy: F.K. Day: 8/10119 Dare: 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 4/15/07 Rsw910 +m: ADDED 1G CAP TO BE TEMPERED @ +SOFT NOTE UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 10/17/08 8 F.K. oar 2/28/06 Checked qr J.J. REVISE ANCHORAGE FORMAT, HEAD dl SILL CLUSTERS 812,E 1 +C3 +1 +C3 +1 1 +C4 +1 +C4 +1 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090,1/8" A) B. 5/16" LAMI - (1/8" A,.090,1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/13" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G, 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" A) H. 13/16" LAMI 1G - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" HS) I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 1u\ FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED 1.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C, TABLE KEY: X 0 X I1 +C3 +1 +C3 +1 ! 3 1-K---ANCHOR QUANTITY PER JAMB 1 1 9" REF. MTG. RAIL, TYP.- EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. ---11-0-3" MIN. I 1 Aft 1 x o X ro 0-1 25 3/4" MAX. 1 1/2" TYP. I-�-3" MIN ---- -! 1 11 1 MI 9" REF. 0 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED as complying with the Florida Building Coda Acceptance No TEMP „ 0 By Ct antral 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ■ Visibly Bette lawariptkre 11-- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Structutal ANCHOR QUANTITIES, XO & OX WINDOWS TABLE C GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE> & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES WINDOW SIZE W v H m ZONES ZONES ZONES ZONES CI N to ®=1 6 m to m lD m d w ) os tD 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C24-1 2 1 +C2 +1 2 1 +C2 +1 1+C2+1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1+C24-1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1 +C2 +1 3 1 +C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1+C2+1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 3 3 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+C3+1 3 1 +C3 +1 3 1 +C2 +1 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 1 +C3 +1 1 +C2 +1 3 2 1 +03 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 1+C3+1 3 1 +C2 +1 3 1 +C2 +1 1 +C3 +1 3 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1+C2+1 3 2 +C3 +2 3 3 2 +C3 +2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +04 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 2 +C3 +2 4 1 +C2 +1 3 4 1 +C2 +1 3 2 +C3 +2 2 +C3 +2 3 4 2 +C3 +2 2 +03 +2 4 1 +C2 +1 3 4 1 +C2 +1 3 2 +C3 +2 2 +C3 +2 3 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3+1 3 2 +C4 +2 4 1 +C3 +1 1 +C3 +1 2 +C4 +2 4 2 +C3 +2 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 RevedBy: J.R. Raved Bye F.K. 6/20111 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 2 +C2 +2 4 1 +C3 +1 3 2+04+2 3 2 +02 +2 2 2 +C2 +2 3 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 2 +C3+2 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 4 2 +C3 +2 3 2+04+2 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2 +04 +2 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090,1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1J& HS) D. 7/16" LAMI - (3/16" A..090, 3/16" A) E. 7/16" LAMI - (3116" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI 1G -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI L. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI L\ FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. - (1/8" A,.090,1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) - (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: -L_-_ 9" REF. 1 MTG. RAIL ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 18 3/4" MAX. -- -+--3" MIN. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) L 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS .. 18 3/4" MAX. -+-1 1/2" TYP. I-4-3" MIN. PRODUCT REVISED as complying with the Florida Building Code Acceptance No ou Date Reislena: D Dew 415107 Ravleens: C ADDED IG CAP TO BE TEMPERED (1. +30FT NOTE. CHO TABLE# TO 6, & SELECT VALUES DUE TO ANCHOR CAR AOJ Rand as Ryf Dab: 10/17106 RovigonV B Own Or F.K. ?126106 Cooked J.J. REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Doe 3123!06 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1629 NOKOMIS, FL 94274 ANCHORAGE SPACING OX AND XO WINDOWS E1GT ZUM. HORIZONTAL. ROLL' ER WINDOVV, IMPACT 4127-10 Visib Rob eft L. Clark, P.E. PE #39712 Structural MIN. 3.4 KSI CONCRETE 1 x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP, CONCRETE ANCHOR, NOTE 1 1 14" MAX. SHIM WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8" MIN. 1 3/8" MIN. 1141 10Ik 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM • 1x WOOD BUCK, NOTE 3. DETAIL F 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 ` (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD, 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED, 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. ,g t; 1314" EXTERIOR INTERIOR MIN. E.D (HE & SILL DETAILS A, B, C, D, & H) TYP.• TYPICAL FLANGE FRAME JAMB SECTIONS � MIN. 3.4 KSI, CONCRETE Rand Data' J.R. 8/20/11 ter= Mete: FJ( 4/16/07 Rated By: Data F.K. 10/17108 Drawn Dr Da I :K. 2128/06 .►I 1/4" MAX. SHIM • . • NOTE 1 • 1 3/4" MIN. E.D. TYP. DETAIL C 2x WOOD BUCK, NOTE 3 7 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 1 1 3/8" MIN. DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS Reatstama D Revisoonaz C DETAIL H (HEAD) NAILING .131 DIA, MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS 0, H & I. SEE NAILING DETAIL G (SILL) DETAIL 1 (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS PRODUCT REVISED as complying with the Florida Building Cade Acceptance No Date By Mi yr;ir Da. itukioner B Chaaked By J.J. NO CHANGE THIS SHEET REVISE NOTES 1 & 2 REGARDING TRIMFIT HD ,_11 EMBEDMENT: ADD 1.F. FRAME. CHG. NOTE 6 TO FBC, "CURRENT EDITION" REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES Data I 1070 TECHNOLOGY DRIVE NOKOMIB, FL 94278 P.O. BCX 1529 NOKOMIB, FL 34274 ANCHORAGE DETAILS Visibly Herter ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Half 4127-10 Rs D ,Robert L. Cork, PE #39712 S'trueturel NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM El 300-02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE- FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. Reved By J.R. WIDTH 9/ 6" MAX. . 44 -1/4" VISIBLE LIGHT 12 -7/8" MAX. O.C. L 12 -7/8" MAX. 6" T MAX. 92 -1/4" VISIBLE LIGHT 96" FLANGE TO FLANGE 48" FLANGE . TO FLANGE TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 45-1/4" VISIBLE LIGHT 5" MAX. O.C. 2" MAX. —10-1 ��-- D 98 /4" FIN TO FIN 5" MAX. O.C. 93-1/4" VISIBLE LIGHT 96" 2" MAX. — 48" 50 1/4" FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS LIST 8 OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. WIDTH --NH �^ WIDTH PftODUCTUEVISED IS cealPlYinit with Maids Mass Coda Acceptors No 0 "1a' Or k- WIDTH ---. -I COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. HG. NOTE 2 TO REF. A REVISE ANCHORAGE NOTE 3. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Deecriptfon: ELEVATIONS AND NOTES Title: I•+- WIDTH -H T �l 0 w _ ALUMINUM PICTURE WINDOW, IMPACT Series/Model: Seale: Sheet: Drawing No. PW .701 NTS 1 of 8 4259-4 A. Lynn Miller, P.E. P.E.# 58705 Fin and Flanged Windows Maximum Design Pressure ( +I•psf) psf) 7/16 Lanni: 3/16A- .090PV6- 3/161.5 7 /16LamiIG 3/ 16H5- 7/16MR- 3/16A- .090PV$- 3 /16HS "A" or "B" Dimension (in) 1\L-) 24 30 36 42 48 54 60 67.875 "B" or "A" Dimension (in) 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 79.3 71.1 64.0 64.0 76.8 80.0 80.0 80.0 80.0 75.0 70.0 64.0 71.1 84 80.0 80.0 80.0 74.3 68.3 63.6 80.0 71.1 85.3 80.0 80.0 80.0 73.5 67.4 62.5 80.0 71.1 96 80.0 80.0 77.2 64.7 58.2 80.0 80.0 109.7 80.0 80.0 72.3 58.3 80.0 80.0 120 80.0 80.0 70.4 80.0 80.0 128 80.0 80.0 70.0 80.0 80.0 145 80.0 80.0 80.0 80.0 Fin and Flanged Windows Maximum Design Pressure ( +I- psf) 7/16 Lamb 3 /16HS- .090 PVB - 3/16H5 7 /16 Land IG:3 /16HS- 7 /16AIR- 3/1615 - .090PVB- 3/16HS "A" or "B" Dimension (in) 24 30 36 42 48 54 60 67.875 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 80.0 71.1 64.0 "B" or "A" Dimensi 76.8 80.0 80.0 80.0 80.0 80.0 71.1 64.0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 80.0 80.0 80.0 80.0 71.1 96 80.0 80.0 80.0 80.0 80.0 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 145 80.0 80.0 NOTES: 7/16" LAM( GLASS NOMINAL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS EXTERIOR 14 0 7/16" LAM1 GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) R 21 11/16" NOM. GLASS BITE 7/16" LAMI GLASS NOMINAL 7/16" AIR SPACE 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 1 -1/16" LAMI GLASS NOMINAL .090" DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS EXTERIOR 0 0 11/16" NOM. GLASS BITE 1-1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. L "B" DIM. 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "9") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). Raved By: J.R. 0V8. F.K. evsd Dote: 3/31/10 Revisions: C Drawn F.JC COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. te: 4 4/07 7/94/03 NO CHANGE THIS SHEET te: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GLAZING DETAILS 11tie: ALUMINUM PICTURE WINDOWS IMPACT Series /Model: PYW701 Scat NTS Sheet 2 ar 8 Drawing No. 4259-4 Rev: DIM. "3" DIM. 1a0131XT& YtsED as cauplying with the Fbrida %Moe Cade AccePt waa No . °y. ,00y�rIr. .5' ttt11 {ttt� `sa�� $4 •o.Y N M/ * N , 58705 g'fA� OF : • ��. �%�SIONAL A.Lynn 1 1#Iilier P.E. P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING -4 .131" (1/8 ") X 2 -1/2" NAIL, WITHIN 2" OF CORNERS AND 5" O.C. MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 1 3/8" MIN. EMBEDMENT 2X WOOD BUCK OR FRAMING .375" MIN. EDGE DISTANCE L.375" MIN. EDGE DISTANCE 1/4" MAX. SHIM SEE t 2X WOOD BUCK SHEET 6 OR FRAMING VERTICAL SECTION D —D Imo-- 1/4" MAX. SHIM 0 INTERIOR 1 1/4" MAX. SHIM —� SEE ANCHOR GUIDELINES, SHEET 6 .131" (1/8 ") X 2 -1/2" NAIL, WITHIN 2" OF CORNERS AND 5" 0.C. is 2X WOOD BUCK OR FRAMING • 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. eyed J.R. BY: 18 oR 22 17 OR 21 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT 0 HORIZONTAL SECTION C —C MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1 -3/8" MIN. EMBEDMENT COMPL E REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. d Drawn By Date: F•K 7114103 Checks • Hate: 1070 TECHNOLOGY DRIVE N. VENICE, EL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: INSTALLATION, FINNED FRAME Title: ALUMINUM PICTURE WINDOW, IMPACT Series /Model: X701 Sccie: NTS Sheet: 3 at 8 Drawing No. 4259 -4 PRODUCT REVISED as complying withers Pik &Mho Coda Acceptance No A' ProdudGtd k�tif�iirl,< � 9141 ° .y `,YNN'A's` 58 745 • •* : No• A.Lyrir( Itbt!IIe E 'P.. P.E.# 587r'05 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 Jf MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4" MAX. SHIM INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELINES, SHEET 6 1/4" MAX. SHIM 2X WOOD BUCK OR FRAMING VERTICAL SECTION B -B SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, —� SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4" MAX. SHIM 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELINES, -f- SHEET 7 INTER! R • 1$4ROI 17OR21 0 MAXI.. /WINDOW HEIGHT 90° CORNER ASSEMBLY HORIZONTAL SECTION A -A' EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 Raved By: Dote: J.R. 3731/10 :y; lam vsd Revisions: Revisions: Revisions: COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. awn By RIC Dote: 7114,E 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.Q. BOX 1529 NOKOMIS, FL 34274 Description: INSTALLATION, FLANGED FRAME Title ALUMINUM PICTURE WINDOW, IMPACT Series/Model: PVV -701 Scale: NTS Sheet 4 at 8 Drawing No. 4259.4 Rev. PRODUC? REVISED is aonipbing with ibir Ronda � 4, Expirstion = 44111111k.« si • .,), No. 5a 7G ... .' � � ti �,.' /,,SIOi�AL `.‘ A. Lynn Miller, P.E. P.E.# 58705 MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED 1 3/8" MIN. EMBEDMENT SEE ANCHOR GUIDELINES, SHEET 6 INTERIOR 2X WOOD BUCK EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL SELF — DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8" NOM. EXTERIOR DADE APPROVED MULLION (SEE SEPERATE NOA) ALUMINUM: 6063 —T6 MIN. .125" MIN. WALL THICKNESS 1/4" MAX. SHIM OR FRAMING MIN. #12 STEEL SELF — DRILLING SMS (G5) FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE FIN FRAME WITH SEE ANCHOR GUIDELINES, SHEET 7 FIN FRAME WITH FIN REMOVED FIN REMOVED INTERIOR 1X WOOD BUCK _�� 1/4" MAX. raj., �T�I SHIM SEE ANCHOR• GUIDELINES, • SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR SEE ANCHOR GUIDELINES, SHEET 7 _ MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP --01 1/4" MAX. SHIM 1 -3 /8" MIN. EMBEDMENT EXCLUDING POINT USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8" NOM. MIN. EXTERIOR METAL FRAMING A36 STEEL: Fy =36 KSI MIN. .125" MIN. WALL THICKNESS #12 STEEL SELF — DRILLING SMS (G5) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) • TMIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU 1/4" MAX. +� SHIM t EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY i EXTERIOR 1/4" MAX. SHIM 2X WOOD BACKER FULL — LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) #12 STEEL SELF — DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1/4" MAX. SHIM EXTERIOR STEEL STUD Fy =33 KSI MIN. 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE STEEL STUD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1 /2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Revsd By: Revsd . "Raved By: "brawn By ;F.K ate: 3/31/10 Date: Revisions: evisions: COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. Date: Revisions: Dote: 7/141103 Checked i)ate: 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 rotoirriT Description: INSTALLATION, FINNED FRAME rrNe: ALUMINUM PICTURE WINDOW, IMPACT Series/Model: X701 scale: NTS Sheet: 5 o+ 8 Drawing No. 4259-4 R PRODUCT REVISED- as complying; with bast Bids %Oft Cods Awleptance t1tfvJr:r ``'��ti11111l11��/, \\ ‘,(1414 Al I 551° rTi P. � ir'4 SIGN P� t� `,� �,1iilll{1i1 A. Lynn Miller, P.E. P.E.# 58705 Head, Sill and Jamb Anchor Quantities into Wood or Metal (Anchor Types 14) Anchor Description Anchor TyPe \ "A" or "B" Dimension (in) 24 30 36 42 48 54 60 67.875 Anchor Location` 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 .1 2 3 4 "B" or "A" Dimension (in) < 36 Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 5 5 6 5 6 5 6 6 6 6 7 6 7 6 48 Jamb 4 4 5 4 5 4 5 4 5 5 5 5 5 5 6 5 5 5 6 5 5 5 6 5 5 5 6 5 5 5 6 5 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 6 6 7 6 7 7 8 7 60 Jamb 5 5 6 5 6 5 6 5 6 6 6 6 6 6 7 6 6 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 8 7 8 7 67.875 Jamb 6 6 7 6 7 6 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 8 7 8 7 72 Jamb 6 6 8 6 7 6 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 76.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 ` 8 8 9 8 8 8 9 8 9 8 9 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 84 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 85.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 Jamb 8 8 10 8 9 810 8 9 9 10 9 9 9 10 9 9 9 11 9 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 109.7 Jamb 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 * Width and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head /Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/Sill 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 128 Jamb 11 11 13 11 12 11 13 11 12 12 13 11 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 145 Jamb 12 12 15 12 13 12 15 12 Head/Sill 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Revsd By: J.R. Revsd By F.K. Revsd By Dote: 3/31/10 Dole: 4/4/07 Date: Drawn By FJC Revisions: Revisions: Revisions: DIM. L f-�+ -- "B" DIM. Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed - ment #12, Steel screw (05) S. Pine 0.864" 1.375" 1 #12, Steel screw (G5) Stl. Stud, Gr 33 0.324" .048 " /18Ga #12, Steel screw (05) Alum. 6063-T6 0.324" 0.125" #12, Steel screw (G5) A36 Steel 0.324" 0.125" #14, Steel screw (05) S. Pine 0.964" 1.375" 2 #14, Steel screw (G5) Stl. Stud, Gr 33 0.361" .048 " /180a #14, Steel screw (05) Alum. 6063 -T6 0.361" 0.125" #14, Steel screw (G5) A36 Steel 0.361" 0.125" 3 1/4" Steel Ultracon S. Pine 1" 1.375" 1/4" 410 SS CreteFlex S. Pine 1" 1.375" 4 5/16" Steel Ultracon S. Pine 1.26" 1.375" "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. >A„ DIM. "B" DIM. COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. NEW SHEET Date: Checked Bynate: 7/141x+3 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: ANCHORAGE, WOOD SUBSTRATE TIUe: ALUMINUM PICTURE WINDOW, IMPACT Series /Model: Scale: Sheet: Drawing No. PIN -7o1 NTS 6 of 8 4259-4 Rev: mooucr REVISED M agnapift WO the Reda 0111411$ Code Asuptros ND 4041kIki: if Predict astral Stltl1IIj4 i r 705 -4(; to. a ;a ��L►- =.1p.'.... .•�2� ''PA • ., Ft®�a.•• i lt1 A. Lynre 114114r, P.E. P.E.# 58705 Head, SW and Jamb Anchor Quantities into Masonry (Anchor Types 5 -7) Anchor Description Anchor Type "A" or "B" Dimension (in) 24 30 36 42 48 54 60 67.875 Anchor Location* 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 1 "B" or "A" Dimension (in) Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 >4 4 3 Head /Sill 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 6 6 5 6 6 5 7 7 6 48 Jamb 5 4 4 5 5 4 5 5 4 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 Jamb 6 5 5 6 6 5 6 6 5 7 6 6 7 6 6 7 6 6 7 6 6 7 6 6 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 67.875 Jamb 7 6 6 7 6 6 7 7 6 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 8 7 72 Jamb 8 6 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 76.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head /Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 85.3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 * 120 Jamb 13 10 10 13 11 10 13 11 10 Width and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head /Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/Sill 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Head/Sill 2 2 2 3 3 3 4 4 3 145 Jamb 15 12 12 15 13 12 Head/Sill 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 32FT2. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Revsd By J.R. eV8 a>°y: F.K. Revsd By Date: 3 31/10 te: 4/4/07 Date: DIM. L Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed- ment 5 1/4" Steel Ultracon _ Hollow Block 1" 1.25" 1/4" Steel Ultracon 2.7k Concrete 1" 1.375" 6 1/4" 410 SS CreteFlex Hollow Block 1" 1.25" 1/4" 410 SS CreteFlex 3.35k Concrete 1" 1" 7 5/16" Steel Ultracon Hollow Block 1.563" 1.25" 5/16" Steel Ultracon 3.5k Concrete 1.25" 1" DIM. "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. hns- "B" DIM. Revisions: Revisions: Thevii&one: COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATtON FOR LARGER WINDOWS. NEW SHEET Drawn By FA Date: Checked e: 7/14103 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: ANCHORAGE, MASONRY SUBSTRATE Tide: ALUMINUM PICTURE WINDOW, IMPACT Series /Model: Seale: Sheet PW-701 NTS 7 at 8 Drawing No. 4259 -4 Rev. INIODUCT ammo as complying with*, Merida evildbis Cods Accgotance No 00 ItI1II1! /// 7o5 • Q I r io .'�tu� .... s�p'tE . ;11 �/ /i /fiSSIONAL ,•`, A. Lynn Miller, P.E. P.E.# 58705 1 1.125" L .077" INTEGRAL FIN FRAME MAT'L: 6063 —T5 DWG NO. 4256A .062" — 1.875" .062" .500" .062" .094" 2.784" FLANGED FRAME MAT'L: 6063 —T5 DWG NO. 4253 Revsd By: J.R. Revsd By Revad 9y Date: 3/31/10 Date: Dote: Revisions: C Revisions: re— .970"�{ .050 " H---- 7/16" LAMI GLASS BEAD to MAT'L: 6063 —T5 DWG NO. 4255 t .975" 1-1/16" LAMI I.G. GLASS BEAD �� MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER 13 MAT'L: 6063 —T5 DWG NO. 4224 COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. ITEM DWG # PART # DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781 PQX #8 x 1 Quad PH SMS stainless steel 8 Schnee - Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 lami glass bead 11 4254 64254 1-1/16 lami I.G. glass bead 12 1224 61P247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cover 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7/16" lami glass: 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 18 1 -1/16" lami I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 20 4262 64262 Architectural comer key 21 7/16" lam! glass: 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 22 1 -1/16" lami 1.G. glass 3/16" heat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened Revisions: Drawn Date: Checked flute: 7/14?23 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSION PROFILES & PARTS LIST Title: ALUMINUM PICTURE WINDOW, IMPACT Series /Model: PW-701 Scale: - NlS Sheet 8 of Drawing No. 4259-4 rammer REVISED is candying Carlo **the Ronda Acceptance No it, $y ,/�%r ii,' tK, Geeing • • - • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING ?PTI ®NS: A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.466 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SFIUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL- 5212, ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05, ANSIIAF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION : A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 112" GLASS BITE I . A. A EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .402 3 /8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS, .465 A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEE GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8 -1 es with the Fled& Code 22 12- Arad AP 0•6x J. L 10/IWf1 Amid DA DM: FIG W1&VT RavdB: Dula, FIC &MAW Dawn EA Daft: 2!22107 FEO2010 CODE CHANGE &&4iVFVWCT. OF GLASS! OVERALL. Iii AND OZASS ERE ADD OMASSH TEDM4 70 GUMS DETAILS ADD GLASS EEO THdC, REVISE NOV E1 • 0 A i DESCRIPT I ADD NOTE S. X1107 1070'iECHNIXOOVDINE NOKOMIS, FL 34276 P.O. EQX 1829 ROKQMIS. FL 34274 voir t'bfbb Better NOTES AI .I ZI NG DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT o � � x d 10 � 11005-1 c `\N©0.IYN1V. 4,D4 rrrri ti,1cEN4. ' • • F:A ; *.°: No. 58705 Ct 51:11.1 ***4,14:.': A. L /N1S! MI R;'P.E. FL P.E.# 68705 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS I APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D WIDTH ( WIDTH HEIGHT 68- 793/4" 3° 37 112" 1 6° 71 3/4" Q WIDTH 27 3/4" +75.0 7°- 833/4" 87 3/4" 91 3/4" +75.01 -75.0 SINGLE SIDE LITES WITH GLASS TYPE A -75. 0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 +75.0 -75.0 -75.0 80 - 95 3/4" +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 Q WIDTH 1 36 3/4" +75.0 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D + I a -75.01 +75.0 -75.0 75.0 -75.01+75.01 -75.01 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68- 793/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8°- 953/4" 2° 251/2" 27 1/2" 4° 47 3/4" +58.6 -58.6 +55,4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 , 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33.1/2" 35 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37,5 -37.5 +35.8 -35.6 3° 371/2" SINGLE SIDE LITE 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 Q WIDTH 10 3/4" +75.0 -75.0 GLASS TYPES A, B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" 21 3/4" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44,7 -44.7 +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34,4 -34.4 36 3/4" +34.0 -34.0 +34.0 Rmd-r L'. RrMllau mom 0 FPO S010 CODE CHANGE Reorder Rwed FJC F.K Lie: Alt that 0111207 Deo Ly14M7 � 7 Robb = a r A Cheated Sr -34.0 _ +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: �1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/18" HS) C. 7/16" LAMI (3/16" A3.090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" IiS, .090 PVB, 3/16° HS) ©2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. ° MAX. OX/X0 WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: 6. A EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +67.6 1 -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE = +70.4/-70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 1 -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / 43.1 PSF FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. sziossies.isoirsesii. raa• 1 REVISED TABLE& DEMON ES AND CLAIMED NON -REDA VERSION COMBINE GLASS TYPES A MAX SIZES8AONOTES&ADDMOMSedE REVISE NOTE 1.2 0 & AODNOTA7roms 70 MU 1 AND REDUCE MAX SIZE OERSON PRESSURE AND AU. PPS FOR TABLES 6/21107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 NOKOMIS, F4 34274 Vis * Better DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Satisaftdek FD101 graft Ix one 2 at 10 Draft No. 11005-1 Roy Q rc. .* * : No. 58705 A. LYi1KIIIYAI@.L, P.E. FL P.E.# 58705 731 /2" MAX. ---■- 36 3/4" MAX. 4 SEE NOTE 40X OR XO 37112" r--- A 40" (TYP.)p X I-95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. 109 1/2" MAX. 3 "--►t -+-SEE NOTE 3-0.1-*--- 36 314" WAX. MAX. A X A XX NOTES: -,.. 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. Q SEE NOTE 4 363/4" MAX. 33 518" MAX. DLO (TYP.) 143 3/4" MAX. SEE NOTE 3 36314" MAX. 36 3/4" MAX. Er Q SEE NOTE 4—'ir 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) G iE Q 953/4" MAX. (TYP.) - -SEE NOTE 4 Pivitiga as Aatilissio I ti .2?r- c�• DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH /2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO "XXO', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: {'X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 - 4.079) es ter. Croft Br Oalx 1W1tW1 9/1907 Daft a+aR7 X07 0 0 isterbknic A MEW By J.J. NO CHANGE THIS MEET CORRECT VERTICAL DLO A NDFORMULAS AWOL° FORMWAS FOR AND SNOW& NOD 0005 DLO OM IDENI1PY MO SOLI AND 2(' ACT. ANO IMMO. bac 6121/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.a 60X 1528 NOKOMIS, FL 34274 ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT D O1 NTS 3 a 10 110054 C \�iilllllil / /�l -fir : so. 58705 - toig °'�:sStCJNA�- < A. LYNN MI 't1 ,1P.E. FL P.E.# 58705 MAX. 71 3/4" 24 9/16" MAX. DLO (TYP) • 49 l ff \ \1 \ FACT. ii, jC E i \ 4 l /l l if !MAC?: A X A XX NOTES: -,.. 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. Q SEE NOTE 4 363/4" MAX. 33 518" MAX. DLO (TYP.) 143 3/4" MAX. SEE NOTE 3 36314" MAX. 36 3/4" MAX. Er Q SEE NOTE 4—'ir 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) G iE Q 953/4" MAX. (TYP.) - -SEE NOTE 4 Pivitiga as Aatilissio I ti .2?r- c�• DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH /2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO "XXO', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: {'X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 - 4.079) es ter. Croft Br Oalx 1W1tW1 9/1907 Daft a+aR7 X07 0 0 isterbknic A MEW By J.J. NO CHANGE THIS MEET CORRECT VERTICAL DLO A NDFORMULAS AWOL° FORMWAS FOR AND SNOW& NOD 0005 DLO OM IDENI1PY MO SOLI AND 2(' ACT. ANO IMMO. bac 6121/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.a 60X 1528 NOKOMIS, FL 34274 ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT D O1 NTS 3 a 10 110054 C \�iilllllil / /�l -fir : so. 58705 - toig °'�:sStCJNA�- < A. LYNN MI 't1 ,1P.E. FL P.E.# 58705 INTERIOR MAX. DOOR HEIGHT DOOR SECT. A -A VERTICAL • CLEAR COLORED SEALANT MAX. SIDE LITE HEIGHT SL SECT. B -B VERTICAL SL VIEW G-G CORNER ASSEMBLY SENISED loaCtas wish the Pied& ▪ 12 Aviissera Ilbeireima ems Hold Ey.. DO: /tali i* J.J. 160110/11 0 NO CHANGETHISBHEET Re Eatio Rrhk ee to70 TECHNOLOGY DRIVE F.K SHOW 8 NO CHANGE THIS SHEET. NOKCMIS, Pi 34276 RnvdByt Pe* itwLlanr _, P,O.86�C18?8 R!4 11114107 A SHOW O�L. S HOLLOW HEAD SEC71ONAT CORNER ASSEMBLY N�� +� 74 Drawn By: bate: Cbookodmy; De F.K. 2122/0 7 AA 8/21/07 Ufsfb�y Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT P0101 lax 4 d 10 Thiwkw No. 11005-1 C 0001111H/1 N.I LYNN 4114 /i \ � �'�� ©•'\,‘ CENSF * ' ' ( ilN T• c C. * • SF' A II58L7EE dI '0O5 A , — .•�— � � ' C t(�c: 1/ r r P.E. FL P.E.# 58705 • ..10.40 ,. SL VIEW G-G CORNER ASSEMBLY SENISED loaCtas wish the Pied& ▪ 12 Aviissera Ilbeireima ems Hold Ey.. DO: /tali i* J.J. 160110/11 0 NO CHANGETHISBHEET Re Eatio Rrhk ee to70 TECHNOLOGY DRIVE F.K SHOW 8 NO CHANGE THIS SHEET. NOKCMIS, Pi 34276 RnvdByt Pe* itwLlanr _, P,O.86�C18?8 R!4 11114107 A SHOW O�L. S HOLLOW HEAD SEC71ONAT CORNER ASSEMBLY N�� +� 74 Drawn By: bate: Cbookodmy; De F.K. 2122/0 7 AA 8/21/07 Ufsfb�y Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT P0101 lax 4 d 10 Thiwkw No. 11005-1 C 0001111H/1 N.I LYNN 4114 /i \ � �'�� ©•'\,‘ CENSF * ' ' ( ilN T• c C. * • SF' A II58L7EE dI '0O5 A , — .•�— � � ' C t(�c: 1/ r r P.E. FL P.E.# 58705 MAX. 'XX' WIDTH MAX. DLO 'XX' SECT. C -C HORIZ. MAX. DLO MAX. 'X' WIDTH -i—ik __ _....__.._._.......,____..._.___,.-.. M.- __�...�....._._..�,_..u_�... ..A010 mumerromonnomm 1.0111111.1.1.1.1 O MAX. DLO 'X' SECT. D -D HORIZ, SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7.8 AND 9) MAX. SL WIDTH INTERIOR EXTERIOR ?ROOM WM. *mg Ida tlig florbbk. Oak Aostspanie i1T M I s Mis,.CtS.z -fie 1 �MAX.,F,I DLO SL SECT. E -E HORIZ, (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY Vlsib$y Batter h" MAX.'�`I DLO SL SECT. ! -F H QRIZ. (SINGLE SIDE LITE) Dagdpiat VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT MKIaRa sdet Saix Mist a.Aroxa pews s oioi 1/2* 5 0 10 11005 -1 C O . `904SE -}c''� 1 W Na 50135 . to // FSS IOINI 100 A. LYNN IM16LER, P.E. FL P.E.# 58705 ITEM 1 2 3 4 5 6 DWG # PQT# 943B 60411 1010 6Q300 7070 67070K 955 7955X 7 9 10 11 938 7938X 956 7956A 7632X12FPXP 995 70995 996 70996 952A 6533016 11000 611000M DESCRIPTION RAME HEAD WSTP.,Q-LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X .300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRI1 EPLATE FRAME H ADS I EPLATE BACKING PLATE #8 -32 X.50 PPH. FI.. MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB GASKET BETWEEN HEAD & FRAME JAMB) FILLER HEAb ADAPTER OUTSWING THRESHOLD 12 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 13 14 15 11004A 611004M 11001A 411001A 1 i002 411002A 16 11003A 411003A 20 915D 80380 21 22 1010 860$ 60300 OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPAOER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTSWING) WSTP.,Q-LON .190 X .375 HIGH 23 1140 24 1048 68608M 78X112PSATS 71048 REINFORCEMENT, 1.000 X2.750 X0.650, 6081 -T5 25 930 41721N #8 X1.500PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT 26 1118 21 36 7070 710X34PFA 67070K #10 X .760 PH. PL. SMS BULB W ATHERSTRIP .187 X.300 HIGH 91OD 6910 31 911E 32 917 33 1178 34 913A 6911 7FRMO 71058FP W,B 6o378M DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL. SMS TRUSS CLAMP 35 1130 6TRODA 5/16 -18 THREADED ROD 36 990 37 914A 7990NUTA 60379M 5116 -18 FLANGED HEX NUT 7834PPT 39 997 70997 WEATHERSTRIP CHANNEL 48 X .75 PH. PL. TEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL S#ILES) 40 1023 67924G WSTP., .187 X .250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE WS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 983E 6983 BOOR PANEL ASTRAGAL 1 (OUTSWING) 45 9$4: 46 4'/ 1213 6984 929 8Q200K 74UI.iLOK DOOR PANEL ASTRAGAL 2 ( OUTSWING) WSTP.,Q -LON .190 X .200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 49 982 50 7634F Fb2PTAY 6R180FS #6 X .750 PH. FL. SMS 2 PT. LOCK ASSY. RUBBER SLEEVE 51 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X .750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL. SMS wwdbr. ask, lwiwn Rend lay OMM: PJC wM&D7 Rood S s M FJC altdb7. Drwm 0yr Dabs F.K. 2122/07 ITEM DWG # 60 920D PGT# DESCRIPTION 6920D 61 921D 6921 62 916B 60381 63 1155 8 65 999 66 934A 781 PQA 7998 7 9 61641M 67 70 712653K 71 71267K 72 4222A 64222 SIDELITE HEADER SIDELITE SILL SIDELITE JAMB #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETTIING BLOCK, 3/32" X 1/4" X 1" W/PSA SETTING BLOCK, 1/16" X 1/2" X 1" W /PSA $EAb, 7/'16' 73 988 92 986 1224 6988 DEAD, 3/8" 64986 BEAD, INTERIOR 93 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 95 GLASS, 3/8" LAMI -1/V' A, .90 PVB, 3/16" HS 96 GLASS, 318" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3118" HS, .90 PVB, 3/16" HS • 103 OFF-THE SHELF DEAD BOLT LOCK .650 .504 -01 1 ' u-- .360 .055 - '- l-'u- t OUTSWING THRESHOLD CHANNEL COVER 6063-T6 r ----�- -2.760 ---- -•-01 .125 TUBE MULL 6063 -T5 1.000 r tOptICT NEVOID no complying witi< dal I WO& Wadding C _ 101 .22_ Agassost 12 tIw 0 R btawe 8 Revisbnx A Checked ir NO CHANGE THIS seer NO CHANGE 1103 SHEET: 1070 TECHNOLOGYORNE NOKOMIS, R. 34276 ADD ITEM 103 DEAD SOLT AND INACTIVE PAWL ONLY• TO HEM 41. P.O. BOX 1629 NOKOMIS�, F1.34274 8121/0? PARTS LIST Hebb Better Tlec ALUM. FRENCH DOOR & SIDE LITES, IMPACT 001 7112x 6 w 10 11005 -1 0 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 FILLER HEAD ADAPTER 6063-T6 3.000 - --+1 .489 FRAME HEAD 6063 -T6 .050 .079 1.479 1 1.489 3.000 -�- -°--- 1 OUTSWING THRESHOLD 6063 -T6 Howd50 Daft Rabbis: Jot 10110111 FJC F.K FIG 222A77 J.J. 6/21/07 NO CHANGE MIS SHEET DOOR PANEL SIDE RAIL 6083 -T5 r-1500 .125 Id .750 TRUSS CLAMP 6063 -T5 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 .683 k-"+- --.558 .050 3/8" GLAZING BEAD 6063-T5 - e-- ----•- -3.100 ---0-1 .683 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 .050 7116" GLAZING BEAD 6083-T5 SL HEADER 6063 -T6 NO CHANGE THIS SHEET. ADD TO HEM 20+d4 MASS 5EOD1M. TOITEM930, 31.441468? 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O 8QX 1529 NOKOMIS, FL 34274 SL SILL 6063T6 Visib Be 4.586 1.490} .050 i DOOR FRAME, JAMB 6063 -T6 +-• 1.578 --►- --4-1 .890 SL JAMB 6063 -T6 EXTRUSION PROFILES SL JAMB ADAPTER 6063 -T6 1.620 t .250 [-"-- WEATHER STRIP CHANNEL 6063 -T5 HINGE 6063-T5 0.375 .125 rettyiver r viSEu M segsbiiii wilt toe Pled& WM: Cods retie .- %3.73- 11101vielivi ihmtesawa242.01�- ALUM. FRENCH DOOR & SIDE LITES, IMPACT asr.oat FD101 1/2x snot a 10 11005-1 Rot C IX 11 X111 •' STAGE ca A. LYNN MrL'C R, P.E. FL P.E.# 58705 JAMB ZONE "B" JAMB ZONE "A" HEAD ZONE "C" i i r r / x w z 2 at w z N HEAD HEAD ZONED" B ZONE "D" I / / / / / / / JAMB ZONE SILL ZONE "C" $EE TABLE 3., SHT. 9 HEAD HEAD HEAD t-Z NE 1 ZONE "F"-- t-�Z�ENE1 </oxo , SILL -ZONE - fi— ZONE "F"� ZONE -1 E SEE TABLE 7., SHT. 9 E NOTES: JAMB ZONE "B" 1_ SILL I ZONE "D t ZONE "D" SEE TABLE 4., SHT. 9 JAMB ZONE "B" HEAD ZONE "E" 1 0 JAMB ZONE "B" HEAD HEAD ZONE "D"7-1- ZONE "E" JAMB ZONE AN //' xO OR Ox JAMB ZONE "B" I__ SILL SILL 1 ZONE "E" t'�-- ZONE "D" t ZONE "E" SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 9 HEAD HEAD HEAD HEAD HEAD HEAD HEAD ZONE "D "ZONE "F "�Z4ENE -- fi-- Z�ENE�ZQNE "F °ZONE "F" HEAD { JAMB ZONE "A" } I / 7\ t t / / <)000R • \ \\\r \ \ OXX f \ \ x K� rXX t } JAMB ZONE 'B" } / W fIt SILL ZONE "D" ZONE "F" ---Z" ENE SEE TABLE 7., SHT, 9 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. f- ZO"N" E - t—ZONE "F" ZONE "F" ZONE -- E SEE TABLE 7., SHT. 9 E ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, 71 3 /4 "W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 114" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 314" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. notiooveraxvisap OEM r M1M l Asgiossas No =101 22.- Orondimi l as I flMll L Rind e r. Rena so F.IC Data Data Rsvklame C NO CHANCE THIS SHEET 1070 7E01HNOLOK3Y DRAM NOKOMIS FY. 34275 NO OIMN011 MIS SHEET. P.O. BQX 1620 NOKOASS, FL 34274 Visrbly Barter aMmproa ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT m o o WD. NTS 8 d 10 11005-1 0 "11111111/ iii \,ONE LYNN• M/Q /d 4• .fir *1 No. 58705 L!j-o'• to it i ` Of 41.: ;�t•� FLOR10 ?• C? pp A. LYNN MII1L'Ll2, P.E. FL P.E.# 56705 tc x X x K� rXX t . X \ Kit • x n } JAMB ZONE "B" I IB ZONE "B" C / yy / OXXO \ \ 7 C C i i / 1 3 u w VY w V W WW W W PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. f- ZO"N" E - t—ZONE "F" ZONE "F" ZONE -- E SEE TABLE 7., SHT. 9 E ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, 71 3 /4 "W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 114" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 314" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. notiooveraxvisap OEM r M1M l Asgiossas No =101 22.- Orondimi l as I flMll L Rind e r. Rena so F.IC Data Data Rsvklame C NO CHANCE THIS SHEET 1070 7E01HNOLOK3Y DRAM NOKOMIS FY. 34275 NO OIMN011 MIS SHEET. P.O. BQX 1620 NOKOASS, FL 34274 Visrbly Barter aMmproa ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT m o o WD. NTS 8 d 10 11005-1 0 "11111111/ iii \,ONE LYNN• M/Q /d 4• .fir *1 No. 58705 L!j-o'• to it i ` Of 41.: ;�t•� FLOR10 ?• C? pp A. LYNN MII1L'Ll2, P.E. FL P.E.# 56705 0® 0© 0© 0© • 00 0© OD 00 • 00 00 00 DO 0 6© no on 00 oa don 110 110 1J 0 0© 0O 00 00 00 00 MO OD OL1 1111 0© a© OD OD OD DO 00 UM 00 On 00 00 110 00 BO DB TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS 'W. 26. TO 37.50 • A, B, C, 2,3, WOOD 1,2, CONC LOAD ZONES WIDTH x HT. 25.50 x 79.75 83.7 87.76 9175 95.75 X 0© ®0©© • 0©®0n© 0 ©0©© 0©1i0©t1 nni70©© 0n ©0©© ©010©© © ®0©n 0© ©00 • t10EI0®® 0E1130©© 0ntl0©© 0©ri0©ti nnE70©ii 27.60 x 79/ 83.75 87.75 91.75 95.76 29.50 x 79.7 83.75 87.75 91.7 95.7 6 6 6 31.50 x 79.75 83.76 87.75 91.76 95.7 5 5 6 5 33.50 x 79.75 83.7 87.75 91.7 95.7 36.50 x 79.7 83.75 87.7 91.7 95.7 37.60 x 79.75 83.75 87.76 91.75 96.75 6 6 10 6 10 5 10 6 6 10 6 5 10 6 10 5 5 TA LE 4. XX DOORS 0 • (ALSO X DOOR OF XO & 0 ..... . .................... . ...... GLASS TYPES' ANCHOR TYPE & SUBSTRATE DOOR WIDTHS '9OC' - 47.7: TO 71.75 WIDTH x HT 47.75 x 79.75 83.75 87.75 91.7 95,75 TABLE 6.0 SIDE LITE TABLE 6.X0 &OX GLASS TYPES ANCHOR TYPE & SUBSTRATE • id 1; WIDTHS "O" - 10.75 TO 36.75 0©c-�0 ©© on ©0 ©a ElO ©0©© • 0I!©10O© fl0 ©0®© EIGIORE11111 0E!©0ti© . 00 ©0©© 0fl ©D© 0riti0©© DUhI I©© onuci©® ona0®© 0E[�0 ©Q ©�0©�` 0E 8 0� ©1011 [' ©[l0©t� 06f0©t1 131311011111131111 06[10©fl r1c�0 ©o ©6 10 0®© ERNI 0 6 M0©Ei 06E10�E1 ©6 10022 ©� 10 0©1 001101!11 o0od ©1310 0n© Q 6 10 'O ©o 51.75 x 79.75 83.76 87.7 91.7 95.76 55.75 x 79.75 83.75 87.75 91.7• 95.7 59.7 x 79.76 83.76 87.76 91.76 95.75 63.75 x 79.76 83.75 87.75 91.75 95.75 67.75 x 79.76 83.7 87.75 91.75 95.75 10 10 71.75 x 79.76 83.7 87.7. 91.76 96.76 6 6 6 5 5 6 6 WIDTH x HT. 10.76 x 79.76 83.75 87.75 91.75 95.75 12.76 x 79.7 83.76 87.75 91.75 95.75 19.00 x 79. 83.75 87.7 91.7 95.75 5 6 6 6 6 6 21.75 x 79.76 83.75 87.76 91.76 95.76 27.75 x 79.76 83.76 87,75 91.75 95.7 36.13 x 79.75 83.75 87.75 91.7 96.7 6 6 36.75 x 79.75 83.76 87.76 91.76 95.76 NOON MIS SH 'T NOOSM CRAW E TH $$HEE ADD 'MOM W/TASLE5TOTABLE4,'W CHANGE TABLES, ZONiE 'O' TO'O'ANDCOI.UMN . ADONWrOA cHoR?ma Doc 7 A, B, C, D 2,3, WOOD 1,2, CONC GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, 2,3, WOOD 1,2, CONC TABLE 7. OXO, XXO, OXX & OXXO Ocz. GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC APPRQVED ANCHOR TYPES: 1 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS LOAD ZONES in O O 5 6 6 6 6 1070 TECHNOLOGY DRIVE NOKOMIS, FL 84275 F.O. 8QX 1529 NOKOMIS, FL 84274 DOOR WIDTHS "X' - 25.50 TO 37.50 SIDE UTE WIDTH x Ht 1 1 1 1 1 10.76 x 79.75 83.75 87.76 91.75 95.7 2 12.75 x 79.75 2 83.75 2 87.75 2 91.75 2 95.75 2 19.00 x 79.7 2 83.7 2 87.75 2 91.76 2 95.75 2 21.76 x 79.76 2 83.76 2 87.76 2 91.7 2 96.7 I 0 0 LOAD ZONES 2 27.75 x 79.7 2 83.75 2 87.75 2 91.75 2 95.75 3 36.13 x 79.76 3 83.75 3 87.75 3 91.7 3 95.7 3 38.75 x 79.7• 3 83.75 3 87.75 3 91.75 3 96.75 8 5 Vsf* Better 6 6 5 1 POOR WIDTHS "X " -25.+ TO 37.60 ")0C - 47.76 TO 71.7 SIDE LrIE WIDTH x HT. 1 10.75 x 79.7 83.75 87.76 91.75 95,7 O LOAD ZONES W 0 110 00 0© 0® Oa ..110 ;BB °!10 • 00 00 .o© O0 �o© ©B BB •100 BO ='©B EMI ri0 00 ©o B0 12.75 x 79.7 83.7 87.7 91.76 96.7 19.00 x 79.7 83.76 87.76 91.7 95.7 21.76 x 79.7 83.7 87.7 91.7 96.7 27.76 x 79.76 83.75 87.75 91.7 95.7 6 36.13 x 79.7 83.7 87.7 91.76 96.76 36.76 x 79.75 83.75 87.75 91.75 95.76 5 x 1 W 1 0 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. BB 0© 0© Q© 1111 BB BB 0© 0© OD 110 011 BB 011 n© BB 0© LIB nn 110 0© 11© BB 00 B0 ANCHOR QUANTITY LOAD ZONE TABLES rosoaucr lilii4VI= Cede Asiisissee P4* alipirokies -i � i a ALUM. FRENCH DOOR & SIDE LITES, IMPACT $ Ibals:1kt Soak ewe as Ala F0101 NA 9 d 10 11005 -1 C * "-7*: No. 58705 (ow It r STATE OF A. LYNN' MILD k, P.E. FL P.E.# 68706 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. EXT. 2X WOOD BUCK, NOTE 2 3.4 KSO MIN. CONC. 1X WOOD BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM EXT. WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2OR3, NOTE 1 2X WOOD BUCK, NOTE 2 DOOR JAMB, (WOOD) CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1 3/8" TYPE 1 1 3/4" TYPE 2 -1- 1 3/8" MIN. 114" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4" MAX. ...0.1 SHIM .. ." • .4 3/4" �!I lrAli111111111.1117f111f,. ver rI ■1a�l71f11l IlIff 111111)1► •y'''• l 3 /4" MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (CONC) 11,.1 JJJJjj EXT. 1X WOOD BUCK, NOTE 2 EXT. r • E XT. 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM MIN. E.D. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 114" MAX. EXT. SHIM 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 318" MIN. (TYPE 1) OR 114" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2X WOOD BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1 CONC. ANCHOR, NOTE 1 _ _ ,1 �. — IX WOOD EXT, Il CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 13/4" a MIN. E ...; • P. 1 1 3/4" MIN. E.D. EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) ---i- 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM t 1 3/4" MIN. E.D. ..f Y •t: ••'� % <!: 1 1.5 KSI MIN. CMU OR • ' 1 3.4 KSI MIN. CONC. ::;.y,.•# • 1 3/4" MIN. E.D. r • -: .; • I• ¢. ''y ' : + „,�!';;y • a 1 3/8” TYPE 1 • ; At: ; • «4:•:: 4: 1 3/4" TYPE 2 3J4" �. • • IN. E.D. 3.4 KSI MIN. CONC. DOOR SILL (CONC) 114" MAX 1M" MAX. SHIM R• }i 2X WOOD BUCK, NOTE 2 - SIDE LITE SILL (WOOD) SIDE LITE SILL (GONG) 3.4 KSI MIN. CONC. 1/4" MAX. SHIM 3/8" TYPE 1 3/4" TYPE 2 f' �• t Dowd*: Dab: •.•. 10110111 Rabbits DOE iW&V7 AK RIC Dramas Dab: FA 2/22107 litiviabak 0 NOOHANGE VMS SHEET WPM? Rabbet A NO CHANGE 7:1A SHEET. SPEC, TYPE 162N4BED, ON 00N0. DETAILS S. TYPE 2S 3 O WOOD DETAIL& ADD ANCHOR TYPES TO NOTE 4. Cbtataeli• Debt J.J. 8121107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BQX 1629 NOKOMIS, P1.34270 Viably Better ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT PD101 NTS abet 10 of 10 DromkoNo. Nog 11005-1 D rimauer mama • th,k4 wilai Ike Meek Mft Code Airtivause j i Die Qc'�'-r t9t1"�lrJ ar .I 1,YNIV 4. 'r, ti`' ...,,R7-. -...- ' cENS •' jF'i' /'': No. 58745 ••fig • • 12• I.4;1°111 t 1- STATE OF 'A9/ONA' <``' A. LYNht Ill)I, P.E. FL P.E.# 58705 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 2 -3 VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL ---a SEE DETAILS A- D,G,H; SHEETS 2-3 HORIZONTAL MULL LENGTH //SEE DETAILS A- D,G,H; SHEETS 2-3 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: I LENGTH I� MULL LENGTH r-- OPENING WIDTH ---1 SINGLE MULLION SINGLE MULLION Th SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. OPENING HEIGHT FOR HORIZ, MULL l ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SEE DETAILS A THRU G; SHEETS 2-3 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, MULL SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. 1—HORIZ. MULL LENGTH ---j GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE- FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL -6443; ELCO ULTRACON /AGGRE -GATOR NOA`S; ANSNAF&PA NDS FOR WOOD CONSTRUCTION; ADM - ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS GENERAL NOTES INSTRUCTIONS 1 ELEVATIONS 1 MULL TO 2X WOOD 2 MULL TO 1X & MASONRY 2 INSTALLATION NOTES 2 MULL TO MASONRY....... ............ 3 MULL TO STEEL STUD 3 MULL TO MULL 3 ANCHOR SPECS 3 ALTERNATATE CLIPS 4 BAY MULL INSTALLATION.... „.. 4 1 X 2 X .126 MULL SPECS 5 1 X 2 X .376 MULL SPECS B 1 X 2.75 X .376 MULL SPECS7 1 X 2.75 X .66 MULL SPECS.... ..... .,8 1 X 3.125 X .500 MULL SPECS 9 1 X 4 X .125 MULL SPECS 10 1 X 4 X .375 MULL SPECS 11 126 X 3.188 X .285 MULL SPECS12 2 X 4 X .26 MULL SPECS 13 2 X 8 X .25 MULL SPECS_ ...... _14 1.26 X 2,11 X .125 MULL SPECS15 30° X 3.25 BAY MULL SPECS 18 45° X 3.25 BAY MULL SPECS 17 MULLION & CLIP DIMENSIONS 18 -20 EXAMPLES 1 & 2 21 LOADING EXAMPLES 22 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FTP) FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL ". 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS /FT2) FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS /FT9 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS /FT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE /ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS /FT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS /FT2) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS /FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS /FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. z 0 -..I W H z a 2 N 'J3 z L co 6 9/ I F Q Z z a�D A A w z W 1 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date Miam r ode Product * so. 587p5 4.i. il, . F �U .. s '"/,,SS /ONP►�; A. LY�11 III11l&cl�, P.E, FL P.E.# 58705 DETAIL A:, MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. MULLION MULLION SEE SHEETS 18-20 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS .250" MAX FOR ALL MULLIONS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B TYP. ANCHOR 7— PER SUBSTRATE, SEE TABLES 113 -10B EDGE/END DISTANCE SEE TABLES 1B-10B EMBEDMENT FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114° S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 1B-10B MIN 2.7 KS! CONCRETE OR CMU' 4' EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1, EDGE DISTANCE, SEE SEE TABLES 1B-1a8 SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. co z 0 J W m H z 2, IY a. 1 0 U z Z 0 a co PRODUCT REVISED as complying with the Florida Building Code Acceptance No / E isation hate toil 1 I MN/ I i j/ 1` ``‘t ©".1 LYNN M lj4 ` �/ii * No. 58705 i I so el •'• ST TE °Fp. : •• •` "SSiONP -‘‘" A. LYNN10.4I11kR, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. EXTERIOR MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -10B EDGE DISTANCE FOR MASONRY ANCHORS EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1S -10B EMBEDMENT MENT • MIN 2.7 KS! CONCRETE OR CMU FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MIN 2.7 KS1 CONCRETE OR CMU SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAM I -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4° S.S. AGGREGATOR MASONRY ANCHORS. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113-108 EDGE DISTANCE SEE TABLES 1B-10B FRONT VIEW VARIES VARIES .128" MIN. DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW MULLION NOTES: 1) MAY BE INSTALLED IN "TEE" OR "CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. #12 STEEL SCREWS, SELF-DRILLING OR PRE -DRILL MULLION AND USE SMS MULLION INTERSECTION U-CLIP FRONT VIEW EXTERIOR DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE SEE SHEETS 18 -20 FOR HOLE LOCATIONS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B SEE SHEETS 18-20 FOR HOLE LOCATIONS MULLION EDGE DISTANCE SEE TABLES 113-1013 SIDE VIEW FOR STEEL STUDS THINNER THAN 10 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD- BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5 -17, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 113-10B 0 00 0 J 1 w 03 D 1— 2 J +et CO 4L 0 t11:1 0) z 0 D CO 0 Fc z CNI Cs! 'B Mt M to a 1 O .co PRODUCT REVISED as complying with the FbsMda Building Code Acceptance No Ex iration Date BY Miam ' ade Product`. 1,�i,/ ` �•t`�` .• ��GENSS `�" `�� * . N©. 58705 ' /SSPONAL � ` A. LYNNINAiLLER, P.E. FL P.E.# 58705 DETAIL F: FIELD - MODIFIED MULLION CLIP (F -CLIP) DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 0 SEE DETAILS A -E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. 30° OR 48° BAY MULL MULLION 0 a ■ % a 0 SIDE VIEW SHOWN WITH 1`X4 "X.125° MULLION TOP VIEW TOP VIEW TYP. ANCHOR i PER SUBSTRATE, SEE TABLES 12B OR 13B STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-11B EXTERIOR o®s MULLION 2°X 5" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. 2 "X5 "X.125" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. "—TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B EXTERIOR EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY STANDARD CLIP TO BE MODIFIED IN- FIELD, EXTERIOR INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11° X .125" MULLION. 2) SEE TABLES 1B -10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. —69— EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-11B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. PRODUCT REVISED as complying with the Florida Building Code Acceptance No .- 1 E ' n Date ST,MYeia adeProtittcF' °°°►*, 81111111 I By Miem f •, ,t`T ,. • ytiGENSE 1 � sir , NO. 587°5 = a s ATe�l� •.��u • •. /if f410NA�,.` A. LYNW MILLER, P.E. FL P.E.# 58705 TABLE IA 1 Al TA :2 x .125 � 70 I Opening Width (for vertically - spanning mullions) or Opening Height (for horizontally-spa nn n ng mullions) 50 I In e e0 I In 7 In 8 801n 9 Trap/Thong. R 90 I In 1 100 i in 1 120 I In 1 140In 1 Trap/Triang. R 180 i in Rectangular T Trap/Tdang. R Rectangular T Trap/Tdang. R Rectangular T TraprTrleng. R Rectangular T A. - g paJ ( (f pp G $ . '�' G p i C 2. r $r�� 1 1Q t t i f f e et�7f, _ t tf f f ( (q o of s I I r ry � I Ip I Qce 3 I E E� G 1� G 2'G . .d" + 1 ' ' „ h hi h G G hi N G N. Y� 421n 1 111.9 4 408 1 129,5 3 332 9 93.2 4 408 1 115.5 3 325 7 79.9 4 408 1 408 1 104.0 3 319 4 408 1 104.0 3 319 4 408 1 104.0 3 319 Anchor Clip Patterns Substrate: Anchor Type: Edge Dlatance (In): Embedment (in): 2 Anchors (fg 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 4 Anchors © 1.16" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 4 Anchors © 3' Min. O.C. / (2) 2x6 Angle Clips / (Fig. 3): 2 Anchors c; 0.45" Min. O.C. 1 U-Clip, into 1/8" Alum, (Fig, 4): 1 Anchor) F-Clip (Fig. 5): 2 Anchors ; 1.15" Min. O.CJ F -Clip (Fig. 6): 2.7k Concrete 3/16° Etco Ulracon 1° 2-1/2" Anchor Capacity Table (Ibs) 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal 1/4" Eloo Ultracon 1" 6/16" Etoo Ultracon 3116" Etco Ultracon 1/4" Elco Ultracon 1/4° SS Elco AggreGator 5/16" Etco Ultracon 1/4" SS Elea Aggreflator 410 Steet Screw (06) #12 Steal Screw (05) #12 Steel Screw (05) 1 -3/4° 1-3/4" 1 -3/4" 2-1/2" 3-1/8" 1" 2 -1/2" 1" 2 -1/2" 2" 3.1/8" 2° 0.48" 0.54" 0,324" 390lbs 480 Ibs 390 Ibs 700 Ibs 460 Ibe NIA 1314" 890Ibe N/A 2" 1644 Ibs 1 -114" 270 Ms 1 -1/4" 280 Ibs 1 -114" 1 -1/4" 364 tbs 740 Ibs 1 -1/4" 468 Ibs 1 -1/4" 684 Ibs 2" 1182 Ibs 1-3/8" 328 Ibs 1 -3/6" 420 Ibs (see note 4) 680 Ibe 780 Ibs 780 Ibs 680 Ibs N/A N/A 380 Ibs NIA NIA N/A N/A N/A 6621bs 840 Ibs 1120 Ibs 1580 Ibs 1898 Ibs 540 ibs 580 Ibs NIA N/A 195 Is 240 Ibs NIA 195 Ibe 350 Ibe N/A 225 Ibs N/A 445 Ibe N/A N/A N/A N/A 760 Iba N/A 9361bs 880 Ibs 2384 [be 652 ibe 840 Ibe 1120 Ibs N/A N/A N/A N/A N/A 716 Ibs N/A 822 Ibs 1351bs 140 Ibe 177 lbs 370 Ibs 234 Ibs 332 Ibs 591 Ibs 163 Ibs 210Ibe 280 !ba NIA N/A NIA 190 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: 0 0 FIGURE 3: 0 FIGURE 4: FIGURE 2: 0 • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: • NIA N/A N/A N/A NIA 3261bs 420 Ibs 660 Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR) X ANCHOR CAP.,",,,") -ANCHOR CAP.,, , MULLION CAP.,,,,,,,,,„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ° 1 1.000" 2.000" .125" 1" X 2" X .125" MULLION 0 ur CY t o 5 O ce PRODUCT REVISED as complying with the Florida Building Code Acceptance No l- fr`t # f Ex''iration RMte !ISW1 ` e i�e+ r aye / . Li. Fr'duct , ;.:. 0101111 lr�� `o�� 1,YNN M4<<F �,� i .' ��GENSE• • ,'Q i -•-k * ▪ Igo. 58705 Gt��, w • fl� STS TEOF .:`��l: ��1• .1 `�SS1oNAL 7---P. �`�' . LYIGN fu.N#1 k�R, P.E. FL P.E.# 58705 • 0 • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: • NIA N/A N/A N/A NIA 3261bs 420 Ibs 660 Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR) X ANCHOR CAP.,",,,") -ANCHOR CAP.,, , MULLION CAP.,,,,,,,,,„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ° 1 1.000" 2.000" .125" 1" X 2" X .125" MULLION 0 ur CY t o 5 O ce PRODUCT REVISED as complying with the Florida Building Code Acceptance No l- fr`t # f Ex''iration RMte !ISW1 ` e i�e+ r aye / . Li. Fr'duct , ;.:. 0101111 lr�� `o�� 1,YNN M4<<F �,� i .' ��GENSE• • ,'Q i -•-k * ▪ Igo. 58705 Gt��, w • fl� STS TEOF .:`��l: ��1• .1 `�SS1oNAL 7---P. �`�' . LYIGN fu.N#1 k�R, P.E. FL P.E.# 58705 TABLE 2A Anchor Capacity Table (Iris) Mullion Ca • acity Table (IbsWft2) 1 x Atom. Mullion 2 x .375 Tube, 3.6k Conc. Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally -spann ng mullions) 50 in 60 In 70 In 80 In 90 In 100 In 120 In 140 In 160 In Rectangular Loading 412 Steel Screw (05) Trap/Tdang. Loading 1° Rectangular Loading 1" Trap/Tdang, Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading - Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapITrlang. Loading Rectangular Loading Trap/Triang, Loading Rectangular Loading Trap/Titang. Loading G Anchor cry Required Qbs) 2G Q XG Anr -acity Required (Ms) 4IhIi1i1G _ 11 gc ci 1VIEl111111 Q 26 arr 2C. 1-3/8" g 111 .. re _ .�G Anchor Capacity Required (lbs) _ lh*hIhl 111 2=. 390 Ibs ill "tG 890 Ibs 11 t11 2c 2=. Anchor Capacity Required (lbs) 11 2c Anchor Capacity Required (lbs) _ 11 2' G Anchor Capacity Required Otis) 2:a 11 L'. '1G 11 Anchor Capacity Required (Ws) 11 g1 2 G 480 Ibs 1 . li Q 6 re = a681n .M 42 In 170.0 620 170.0 435 151.3 682 170.0 476 129.7 662 170.0 506 113.5 682 169.5 518 100.9 662 188.9 617 80.8 682 188.9 677 75.7 862 188.9 517 64.8 682 166.9 517 56.7 662 168.9 517 48 In 121.6 607 138.0 419 101.4 507 119.2 410 88.9 507 108.7 403 78.0 607 102.6 398 67.6 507 99.6 397 60.8 507 99.0 396 50.7 507 99.0 398 43.4 507 99.0 398 38.0 507 99.0 396 60.6251n 103.7 468 114.6 379 88.4 458 99.9 371 74.1 456 90.5 384 64.8 456 84.8 360 57.8 456 81.3 357 51.8 456 80.0 358 43.2 458 ' 80.0 358 37.0 456 80.0 356 32.4 458 80.0 356 54 in 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 87.3 318 47.6 400 84.0 316 42.7 400 82.3 314 36.6 400 61.8 313 30.6 400 61.8 313 28.7 400 81.8 313 60 In 62.3 324 68.9 276 51.9 324 57.5 270 44.6 324 51.2 264 38,9 324 48.9 280 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 22.2 324 40.5 253 19.5 324 40.5 253 63 In 53.8 294 57.4 252 44.8 284 48.2 246 36.4 294 43.6 241 33.6 204 39.8 237 28.9 204 37.1 234 28.9 294 35.2 232 22.4 294 33.5 230 19.2 284 33.4 230 16.8 294 33.4 230 721n 48.8 36.0 260 cif 49.6 37.0 230 D 39.0 30.0 266 226 42.4 32.2 226 33.4 25.7 288 225 37.6 221 29.2 288 34.1 218 26,0 288 31.8 216 23.4 268 28.8 212 19.6 268 28.0 210 16.7 288 27.7 209 14.8 288 27.7 209 28.4 188 22,5 225 25.8 185 20.0 225 23.5 182 18.0 226 22.1 180 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 19.8 176 76 In 30.8 202 32.0 177 25.6 202 27.2 173 21.9 202 23.9 170 19.2 202 21.6 187 17.0 202 19.7 165 15.3 202 18.4 163 12.8 202 16.7 160 10.9 202 16.9 158 9.6 202 15.8 168 781n 28.3 192 20.6 108 23.8 192 ..25,1 165 20.2 182 22.0 162 17.7 182 19.7 159 16.7 192 18.1 157 14.2 182 18.8 155 11.8 192 15.2 162 10.1 192 14.4 150 8.8 192 14.2 150 90 In e8 In 18.6 15.2 144 ® 19.0 15.8 128 ! 16.4 144 ! ®- 16.1 126 r Milli Anchor Capacity Table (Iris) Anchor Clip Pattern8 Substrate: 2.7k Concrete 3.6k Conc. ' Hollow CMU Filled CMU r PT Wood Metal Anchor Type: 3/16" 3116 Elea Ultracon 1/4" El co Ultracon 5/16" Elul Ultracon 3/18" Eico Ultracon 114° Elco Ultracon 1/4" SS Elco AggreGator 5/16" Eico Ultracon 1/4" SS Elect AggreGator 410 Steel Screw (05) 412 Steel Screw 035) 412 Steel Screw (05) Edge Distance n (M): 1° 2 -1/2" 1" 2 -1/2" 3-1/6° 1° 2-1/2" 1" 2-1/2" 2' 3-1/8" 2' 0.46" 0.54" 0.324" Embedment (In): 1 -3/4" 1 -3/4" 1 -3/4" 1-3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4° 2" 1-3/8" 1-3/8" (see note 4) 2 Anchors 6 4.75" Min. O.C. / Standard or Offset ip (Ffg. 1): 390 Ibe 390 Ibs 450 lbs 890 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibe 740 Iba 488 Ibs 684 Ibs 1182 Ibs 326 tbs 420 Ibs 580 Ibs 4 Anchors IS 1.15" Min. O.C. / Standard (or Offset) Clip (FIg. 2): 480 Ibs 700 Ibs N/A N/A N/A NIA 380 Ibs NIA N/A N/A N/A N/A 652 Ibs 840 Ibs 1120 Ibs 4 Anchors ■ 3" Min. O.C. / (2) 2x6 Angle Clips / (Fig. 3): 780 tbs 780 Ibs 880 Ibs 1580 Ibs 1886 Ibs 540 Ibs 660 Ibs N/A 760 Ibs 936 Ibs 880 Ibs 2364 Ibs 662 Ibs 640 Ibs 1120 Ibs 2 Anchors at 0.45" Min. O.C. / U -Clip, into 1/8" Alum. (Fig. 4): NIA NIA N!A NIA NIA N/A N/A N/A NIA N/A N/A N/A N/A .N/A 716 tbs 1 Anchor / F-C114 (Fig. 6): 195 Ibs 196 Ibs 226 Ibs 445 Ibe 822 Ibs 135 Ibs 140 lbs 177 Ibs 370 lbs 234 Ibs 332 Ibs 591 Ibs 163 Ibs 210 lbs 280 Ibs 2 Anchor, a 1.16" Min. O.C. / F -Clip (FIg. 6): 240 Ibs 360 lbs N/A N/A N/A N/A 190 Ibis N/A NIA N/A NIA NIA 326 Ibs 420 Ibs 560 Ibs OTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • 0 0 FIGURE 3: • FIGURE 4: I8I FIGURE 2: or 41 • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 8: 0 • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: X ANCHOR GAP., i MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -j 1.000" f 1" X 2" X .376" MULLION (0 z 0 .-.t .J 2 co W 1-• z 1- Q W IY a 9 yY 0 ict0 PRODUCT REVISED as complying with the Florida I3uildiing Code Acceptance No ' 12.s '_ _ .1 Ex ''rat' Date zI,`nl 'T's (o Product 10%1111110/i o 't ' ‘,10ENSE .41 SIC : No. 56705 �ttti :• Luz-, ©' SiAiE OF FLORi ©P•''• & A. LYNN' P.E. FL P.E.# 58705 TABLE 3A Mullion Ca . achy Table (Ibs&ft2) or Opening Height (for horizontally- spanning mullions) 7 .376 Mullion 2.75 x Alum. Opening Width (for vertically - spanning mullions) 50 In _ 60 in 70 in 1 80 In 5/16° Etco Ultracon 90 in Trap/Tdang. Loading 100 Rectangular Loading fn Trap/Triang. Loading 1/4" SS Elea AggreGator 120 In Trap/Triang. Loading 140 Rectangular Loading in 160 in Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Rectangular I Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading ,� a Embedment (in): 1 -3/4" 1-3/4° Required () 2 Anchor Capacity Required abs) 1 _ <1 Mullion Capacity abs/112) Anchor Capacity Required abs) 111111 g 1 -1/4" `c� Anchor Capacity Required (Ws) =, Anchor Capacity Required (Is) uuinmil 390 Ibs 390 tbs 450 Ibs 890 Ibs Anchor Capacity Required (Ibs) Mullion Capacity (Ws/112) < c Anchor Capacity l Required (its) IKIhIhihih IIIIII1Ju1IIIEIIIII 664 Ibs 1182 Ibs 328 Ibs 420 Ibs 560 Ibs 4 Anchors @ 1.18" Min. 0.C.1 Standard (or Offset) Clip (Fig. 2): 480 ibs 700 Ibs li 3 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 902 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 621 111.6 1301 170.0 621 48 In 170.0 708 170.0 624 170.0 860 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 861 151.0 1139 170.0 677 136.8 1139 170.0 680 113.9 1139 170.0 880 97.8 1139 170.0 680 86.4 1139 170.0 680 50.825 in 170.0 747 170.0 653 170.0 896 170.0 631 187.8 1032 170.0 684 146.8 120.9 1032 007 170.0 152.6 723 720 130.5 107.6 1032 907 170.0 145.0 747 714 117.4 98.8 1032 907 170.0 141.1 756 710 97.9 1032 170.0 768 83.9 1032 170.0 758 73.4 1032 170.0 756 541n 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164,7 730 80.6 907 140.0 709 69.1 907 140.0 709 60.6 907 140.0 709 601n 141.1 736 161.5 626 117.6 736 130.3 811 100.8 736 116.0 699 88.2 736 106.2 590 78.4 735 99.5 583 70.5 736 96.1 678 68.8 735 91.8 674 60.4 736 91.8 674 44.1 735 91.8 674 63 In 121.9 888 130.0 570 101.6 886 111.5 557 87.0 666 98.9 547 78.2 666 90.1 638 67.7 666 83.9 631 80.9 686 79.8 526 50.8 866 76.8 521 43.5 886 75.6 521 38.1 688 75.6 521 88 in 106.0 607 112.4 522 88.3 807 96.1 511 76.7 607 86,0 501 68.2 607 77.1 493 58.9 607 71.5 486 63.0 607 67.6 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 807 62.7 474 721n 81.8 610 85.8 443 68.0 510 73.0 434 4 68.3 `.10 64.3 426 j 61.0 510 67,9 419 45.4 510 53.3 413 40.8 510 60.0 408 34.0 510 46.9 402 29.2 610 44.4 390 25.5 510 44.3 399 781n 89.4 468 72.5 400 4 57.8 468 � 81.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38.8 458 44.8 373 34.7 468 41.6 388 28.9 468 37.7 382 24.8 468 36.0 369 21.7 458 35.7 .368 78 in 84.2 435 67.0 381 53.5 436 58.8 373 45.9 435 49.8 368 40.1 435 44.7 360 35.7 435 40.9 365 32.1 435 38.1 351 26.8 435 34.4 344 22.9 436 32.8 341 20.1 435 32.2 340 90 In 41.8 327 43.1 200 ' 34.8 327 36.4 285 29.9 327 31.9 280 28.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 268 90 In 34.4 287 35.4 257 28.7 287 29.9 262 24.6 287 28.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 108 In 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198(15.)227 18.0 195 111 in 22.3 215 22.7 194 18.6 215 19.1 191 16.9 215 18.6 188 120 In 17.6 184 17.9 167 TABLE 3B Anchor Capacity Table (ibs) Anchor Cllp Patterns Substrate: 2.7k Concrete -3.6k Conc. - Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3116" Elco Ultracon 114" Etco Ultracon 5/16° Etco Ultracon 3118" Eico Ultra= 1/4" Etco Ultracon 1/4" SS Elco AggreGator 6/18" Elco Ultracon 1/4" SS Elea AggreGator #10 Steal Screw (05) #12 Steel Screw (08) #12 Steel Screw (06) Edge Distance (In): 1" 2 -1/2' 1° 2 -112" 3 -118" 1" 2-1/2° 1" 2-1/2" 2° 3.1/6" 2" 0.48" 0.64" 0.324" Embedment (in): 1 -3/4" 1-3/4° 1-3/4° 1 -3/4" 2" 1 -1/4" 1 -114" 1 -1/4° 1 -1/4" 1 -1/4" 1 -1/4" 2° 1 -3/8" 1 -318" (see note 4) 2 A2 cn hors tt 4.76" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 Ibs 390 tbs 450 Ibs 890 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 466 Ibs 664 Ibs 1182 Ibs 328 Ibs 420 Ibs 560 Ibs 4 Anchors @ 1.18" Min. 0.C.1 Standard (or Offset) Clip (Fig. 2): 480 ibs 700 Ibs NIA NIA WA NIA 380 Ibs N/A N/A N/A N/A NiA 862 lbs 840 Ibs 1120 Ibs 4 Anchors ; 3" Min. 0.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 Ibs 680 Ibs 1660 Ibs 1898 Ibs 540 Ibs 560 Ibs NIA 760 Ibs 936 Ibs 880 Ibs 2364 Ibs 652 Ibs 840 Ibs 1120 Ibs 2 Anchors ® 0.46" Min. O.C. 1 u-Clip. into 1 /8" Alum. (Ng. 4): N/A N/A N/A N/A N/A N/A N/A N/A N/A WA N/A NIA N/A N/A 718 Ibs 1 Anchor/ F-Clip (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 445 ibs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 234 Ibs 332 Ibs 691 Ibs 163 Ibo 210 Ibs 280 Ibs 2 Anchors e) 1.15" Min. O.CJ F -Clip (Fig. 6): 240 Ibs 360 Ibs WA WA N/A WA 190 Ibs N/A N/A N/A N/A N/A 328 Ibs 420 Ibs 680 Ibs FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 3: • 1 FIGURE 4: FIGURE 2: • 0 FIGURE 3: • 1 FIGURE 4: FIGURE 2: • 1 1 • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 8: 40 to TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„E,) x ( ANCHOR CAP.,, „T,,,° ANCHOR CAP., ,. MULLION CAP.,„„„. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MiNiMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --I 1.000" 1' -- 1° X 2.75" X .375" MULLION CO z 0 J W CO 1- z J i°- N co 1 1 PRODUCT REVISED as complying with the Florida Building Code Acceptance Na E • iratiowflate ,,,,,0 ... .( LYNN . iii /44 - * ' No. 58705 ' -� a * , -1 STA E OF'.t ." fit ., - do .. •• FtORlC3i' .... : -////?foNpa.v-„,,,, A. LYNN knitC,ER, P.E. FL P.E.# 58705 Mullion Capacity Table (Ibslfta) 1 x 2.76 x .560 Alum. Tube Mullion Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally-spa nn ng mullions) 50 in { 80 in 70 In 80 In 90 in I 100 In 120 In 140 in 160 in Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading "�' ci 11 Q� 111 .'G 8 'i rr c� k / 2G Anchor Capacity Requited (lbs) 11911 1 c� .9 c g Anchor Capacity Required (lbs) g 2�. Anchor Capacity Required (lbs) 2 Anchor Capacity Requited (lbs) Mullion Capacity (tbsift2) 8 .... :g li11ilfl 8 ,.. 3 Anchor Capacity Required Qbs) Mullion Capacity (Ibsift2) Anchor Capacity Required (1bs) c`� _ 2G Anchor Capacity Required (lbs) 2r. Anchor Capacity Required (lbs) .2G Anchor Capacity Required (lbs) IIIIIIRIIIIII 364 Ibs c`3 468 lbs 884 Ibs i3 Anchor Capacity Required (lbs) Mull Length 42 in 170,0 620 170.0 435 170,0 744 ; 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 158.7 1820 170.0 521 138.8 1820 170.0 621 481n 170.0 708 170.0 524 170.0 850 170.0 884 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 877 170.0 1417 170.0 880 141.7 1417 170.0 680 121.5 1417 170.0 680 106.3 1417 170.0 680 50.8251n 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 182.8 1288 170.0 747 146.3 1288 170.0 758 121.9 1286 170.0 758 104.5 1288 170.0 758 91.4 1286 170.0 758 5410 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 881 88.1 1130 170.0 881 75.3 1130 170.0 861 80 In 170.0 886 170.0 701 148.5 915 182.3 781 125.5 915 144.5 748 109.9 915 132.3 735 97.8 915 123.9 726 87.9 915 118.5 720 73.2 915 114.4 718 62.8 915 114.4 715 54.9 915 114.4 716 83 In 181.8 830 181.9 710 126.5 830 138.0 894 108.5 830 123.2 881 94.9 830 112.2 670 84.4 830 104.6 882 75.9 830 99.4 858 63.3 830 94.5 849 54.2 830 94.1 649 47.4 830 94.1 649 66 In 132.1 757 140.0 850 110.0 757 119.8 638 1 94.3 787 105.9 624 82.5 757 96.1 614 73.4 757 89.1 608 88.0 787 84.2 800 55.0 757 79.0 593 47.2 757 78.2 591 41.3 757 78,2 591 72 in 101.7 836 108.8 552 84.8 838 91.0 840 72.7 838 80.1 530 83.8 838 72.2 521 58.5 838 68.8 514 50.9 638 62.3 808 42.4 836 57.2 500 36.3 838 55.3 497 31.8 836 55.2 497 761n 88.5 571 90.4 498 72.1 571 76.8 488 8.8 71 87.4 479 54.1 571 80.8 471 48.0 571 55.5 484 43.2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 448 78 in 80.0 842 83.4 474 88.7 542 70.8 485 57.1 542 82.1 458 50.0 , 542 55.7 449 44.4 542 51.0 442 j 40.0 542 47.5 437 33.3 542 42.9 429 28.8 542 40.8 425 25.0 542 40.1 423 90 In 52.1 407 53.7 381 43.4 407 45,4 355 37.2 407 39.8 349 32.5 407 35.3 343 28.9 407 32.1 338 28.0 407 29.6 334 21.7 407 28.1 327 18.8 407 24.1 322 16.3 407 23.0 319 98 In 42,9 358 44.1 320 35.8 358 37.2 314 1 30.7 358 32.4 309 28.8 368 28.8 304 23.8 388 28.1 300 21.5 358 24.0 208 17.9 358 21.0 289 15.3 358 19.2 284 108 In 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 / 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 15.1 283 18.5 237 111 In 27.8 287 28.3 242 23.1 287 23.8 238 19.8 287 20.8 235 17.3 287 18.3 231 15.4 287 18.8 228 1201n 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 18.2 202 " Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrata: 2.7k Concrete 3.6k Cone. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18" Elco Ultracon 1/4" Elco Ultracon 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 114" SS Elsa AggreGator 5118" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (05) #12 Steal Screw (05) #12 Step Screw (05) Edge Distance (In): 1" 2 -1/2" 1" 2 -1/2" 3-1/8" 1" 2-1/2' 1" 2 -1/2" 2" 3-1/8" 2' 0.48" 0.64" 0.324 Embedment (In): 1-3/4" 1 -314" 1 -314" 1 -3/4" 2" 1 -114° 1 -1/4" 1 -1/4° 1 -1/4" 1 -114" 1 -1/4" 2" 1 -3/8" 1 -3/8" (see note 4) 2 Anchors 6' 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 3901bs 390 lbs 460 lbs 090 lbs- 1644 Ibs 270 lbs 280 lbs 364 Ibs 740 Ibs 468 lbs 884 Ibs 11821bs 328 lbs 420 lbs 580 Ibs 4 Anchors ®1.W' Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibe 700 Ibs N/A NIA N/A N/A 380 Ibs N/A N/A N/A N/A NIA 652 Ibs 01 ••s 1120 Ibs 1120 Ibe 4 Anchors (§ 3" Min. 0.0.1(2) 2x5 Angle Ctlps 1(Fig. 3): 780 Ibs 780 Ms 680 Ibs 1880 Ibs 1898 Ibe 540 Ibs 580 Ibs NIA 760 Ibe 938 lbs 880 Ibs 2384 Ibs 652 Ibs ( 2 Anchors @ 0.45" Min. 0.C. / U- Cdp,Into 1/8" Alum. (Fig. 4): NIA NIA N/A N/A NIA N/A N/A N/A NIA N/A N/A N/A NIA 1 716 Ibs 1 Anchor 1 F-Clip (Fig. 5): 195 lbs 195 Ibe 225 lbs 445 Ibe 822 Ibe 135 Ibs 140 Ibs 177 Ibs 370 Ibs 234 Ibs 332 Ibs 591 Ibe 163 Ms 210 Ibs 280 Ibs 2Anchors @ 1.15" Min. O.C./ F -Clip (Fig. 6): 240 Ibe 350 Ibs N/A N/A N/A N/A 190 Ibs N/A N/A N/A N/A N/A 328 Ibs 420 ibis 560 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP • 0 • • • FIGURE 2: • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: 0 • • TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) x l ANCHOR CAP.1A,,e _ANCHOR MULLION CAP.„,„,„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --.1 1.000" h- 1° X 2.75" X .650° MULLION HAI ox 0 W zCO ccz 1° IL W a. co 2 2 0q x R tV x T N 0 00 t 1 1 A kp Ir PRODUCT REVISED as complying with the Hari* Building Code Acceptance No Ex iratior4bate wit1111 ©N4 LYNN 4 � , `• ' • F ■ CEN4' ••�Q * ' No. 58705 • � • 0 11 � LL►. A. LYNN R, P.E. EL P.E.# 58705 TABLE 5A TABLE 5B Anchor Capacity Table (Ibs) Mullion Capacity Table (Ibs /ft2) . 1" X .Tube 3.125" x re Mull Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally- spanning mullions) 50 in 80 in 70 In 80 to 90 in 100 In 120 in 140 In 180 In Rectangular Loedln9 5116" Eico Ultnacon Trap/Triang. Loading 810 Steel Screw (05) Rectangular Loading 812 Steel Screw (05) Trap/Triang. Loading Rectangular i Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading y Trap/Triang. Loading Rectangular Loading r Trep/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading g 8 ii 2rr 11 se Mullion Catxtchy (lam) Anchor Capacity Requited Ohs) 2G Anchor Capacity Required (lbs) -. VG ^ 4 @" 8 ,-. 1G ^ 8 tY j$j CJ 1. ^ U $rr 8_ ac ^ a :g1 , 1p 1 V_ a... i� v , _ 31 Anchor Capacity Requited (lbs) c`$ , Q 2c Anchor Capacity Required pbs) Mullion Capacity (Ibstli2) {� G 8 cc r ,, 2G Anchor Capacity Required (ibs) ^ � 2.. Anchor Capacity Required (Ibs) _ IE 1.8 y chi G it K Mullion Capacity (Ibstft2) G 8 .Cpg� a{ _ 4 2. Anchor Capacity Requited (Ibs) 8 gG 4 Anchors fp 1.15' Min. 0.C. /Standard Cilp (Flg. 2): A' 2G ,i' - G ¢� rL J 421n 48 In 170.0 170.0 820 708 170.0 170.0 435 524 170.0 170.0 744 850 170.0 170.0 478 584 170.0 170.0 888 992 170.0 170.0 508 830 170.0 170.0 992 1133 170.0 170.0 519 661 170:0 170.0 1116 1275 170.0 170.0 521 677 170.0 170.0 1240 1417 170.0 170.0 521 680 170.0 157.7 1488 1577 170.0 170.0 521 680 170.0 135.1 1735 1577 170.0 170.0 521 680 154.4 118.2 1802 1577 170.0 170.0 521 880 50.8251n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1495 170.0 758 121.5 1495 170.0 758 106.3 1495 170.0 758 54 In 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 861 108.8 1401 170.0 881 93.4 1401 170.0 861 801n 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1158 170.0 878 138.7 1156 187.0 928 123.3 1156 156.5 917 111.0 1158 149.7 910 92.5 1158 144.8 903 79.3 1158 144.5 903 1 89.4 1158 144.5 903 631n 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 880 119.8 1049 141.7 846 106.5 1049 132.0 838 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 1049 118.9 819 59.9 1049 118.9 819 86 in 188.8 955 170.0 789 139.0 955 151.3 804 119.1 955 j 133.7 788 104.2 955 121.4 775 926 955 112.6 765 83.4 955 108.4 757 69.5 955 - -.8 749 59.6 955 98.7 748 52.1 955 98.7 748 72 in 128.5 803 134.9 697 107.0 803 114.9 882 91.8 803 101.1 870 80.3 803 91.2 659 71.4 803 83.9 849 84.2 803 78.8 842 53.5 803 72.2 832 45.9 803 69.8 628 40.1 803 69.7 827 78 In 109.2 721 114.1 829 91.0 721 97.0 818 78.0 721 85.1 805 68.3 721 76.5 595 60.7 721 70.1 588 54.8 721 65.4 579 45.5 721 59.4 589 39.0 721 56.6 564 34.1 721 56.1 563 781n 101.0 884 105.4 599 84.2 884: 89.4 587 72.2 884 78.4 576 83.1 684 70.4 567 56.1 684 84.4 558 50.5 684 59.9 551 42.1 884 54.1 641 38.1 884 51.3 538 31.6 884 50.8 534 90 In 65.8 514 67.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.8 433 38.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 408 20.6 514 29.0 403 98 In 54.2 452 55.7 404 45.2 452 47.0 398 38.7 27.2 452 40.9 390 312 33.8 2 8 452 38.4 384 30.1 452 32.9 378 27.1 19.0 452 30,3 373 22.6 15.9 452 357 26.6 18.0 365 293 19.4 13.6 12.5 482 357 338 24.2 18.2 14.8 359 287 273 18.9 11.9 11.0 452 357 . 338 22.8 15.0 13.6 355 283 289 108 In 38.1 357 38.9 322 31.7 357 32.7 317 357 28.4 357 25.2 308 21.1 357 22.7 303 357 20.8 299 111 In 35.1 338 35.8 308 29.2 338 ' 30.1 301 25.0 338 28.1 298 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 10.0 284 14.6 338 18.5 278 120 in 27.7 289 28.2 283 23.1 289 23.7 259 19.8 289 20.5 258 17.3 289 18.1 252 15.4 289 18.3 249 13.9 289 14.9 246 11.6 289 12.8 240 9.9 289 11.4 238 8.7 289 10.4 232 TABLE 5B Anchor Capacity Table (Ibs) Anchor Clip Patterns p Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor 1 ' 3/16" Boo Uibacon 1/4" 1/4 Etco Ultracon 5/18" El= Ultrecon ° 3/16 Etco Ultracan 1/4" 1/4 Elco Ultracon 1/4" S$ Elco AggreGator 5116" Eico Ultnacon 1/4" SS Etco AggreGator 810 Steel Screw (05) 812 Steel Screw (05) 812 Steel Screw (05) Edge Distance (in): 1" 2-1/2' 1" 2 112' 3-1/8" 1" 2 112" 1" 2 -1/2" 2" 3-1/8" 2' 0.48" 0.54" 0.324° Embedment (In): 1 -3/4" 1 -314" 1 -314" 1 -3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4° 1 -1/4" 1 -1/4" 1 -1 /4" 2' 1-3/8" 1-3/2 (see cote 4) 2 Anchors @ 4.75" Min. 0.0 ! Standard Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 1844 Ibs 270 Ibs 280 Ibs 3541ba 740 Ibs 488 Ibs 684 Its 1182 Ibs 328 Ibs 420 Ib a 580 Ibs 4 Anchors fp 1.15' Min. 0.C. /Standard Cilp (Flg. 2): 480 Ibs 700 Ibs NIA NIA WA N/A 380 Ibs WA N/A N/A N!A NIA 852 Ibs 840 Ibs 1120 Ibs 4 Anchors at 3" Min. 0.0.1(2) 2x5 Angle Clips (Fig. 3): 780 Ibs 780 Ibs 680 Ibs 1580 Ibs 1888 Ibs 540 Ibs 580 Ibs N!A 780 Ibs 938 Ibs 880 Ibs 2364 Ibs 852 Ibs 8401bs 1120 Is ® 3 Anchors 6 0.45" Min. O.C. / U -Clip, Into 1/8' Alum. (Fig. 4): WA N!A N/A WA N N/A WA N/A N/A NIA N/A N/A N/A N/A WA 1074 Ibs 1 Anchor! F-Clfp (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 822 Ibe 135 Ibs 140 Ibs 177 Ibs 370 Ibs 234 Ibs 332 Ibs 591 Ibs 183 Ibs 210 Ibs 280 Ibs 2 Anchors 0 1.15' Min. 0.0.1 F-Cifp (Fig. 5k 240 Ibs 350 Ibs N/A NIA NIA NIA 190 Ibs NIA N/A NIA N/A NIA 328 Ibs 420 Ibs 580 Ibs v`er, vea� , nc vr%w�c rt ...r 1Jr 1°H, cF J' t I' L. HI J flUf VHLUC..S fi7 1 M� a I RNIJ/ NU (. LIN. FIGURE 1: C} 0 FIGURE 3: • FIGURE 4: IEI FIGURE 2: • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 • FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DF ,) X ( ANCHOR CAP.,„„r„�) _ ANCHOR CAP.,,z, `MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.125" 1- 1.000 °"' -I 1 "X 3.125° X .5" MULLION (1° VF MULLION) -A O 2 C z PRODUt'„ "REV1; as complyinlg WW1 the Nottik Building Code Acceptance No i E 'Tat' .(•L.YNN Mtn ie s * :% A■`� ‘GENSk. •`F •S' > > No. 58705 ."1'' S ?ATE OF •' 4/14,.f. �•�' . 'LC R1©P,•& iii S � •.,• ,.•` ` A L MIti R, P.E. FL P.E.# 58705 • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 • FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DF ,) X ( ANCHOR CAP.,„„r„�) _ ANCHOR CAP.,,z, `MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.125" 1- 1.000 °"' -I 1 "X 3.125° X .5" MULLION (1° VF MULLION) -A O 2 C z PRODUt'„ "REV1; as complyinlg WW1 the Nottik Building Code Acceptance No i E 'Tat' .(•L.YNN Mtn ie s * :% A■`� ‘GENSk. •`F •S' > > No. 58705 ."1'' S ?ATE OF •' 4/14,.f. �•�' . 'LC R1©P,•& iii S � •.,• ,.•` ` A L MIti R, P.E. FL P.E.# 58705 TABLE 6A • Mullion Capacity Table (Ibs/ft2) 1 x 4 x .125 AlMullio be Muuion Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally -spann ng mullions) 50 In 60 In 70 In 80 In 90 In 100 in 1201n 140 In 180 In Rectangular Loading Tiap/Tdang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trep/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. ' Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading ii h ii il h ,§1 � s�G P4 c� gg YS �� A 15 �� .1 il c� .g fi Anchor Capacity Required (lbs) I 8 Anchor Capacity Required (bs) � $c Anchor Capacity Requited (lbs) Il h ti do 51 .°sc Anchor Capacity Required (lbs) 5 1, 8 8G Al 4! t3 2! ric X14 � Al ' �^ 11 Anchor Capacity Required (lbs) 690 Ibs Anchor Capacity Required Qbs) 2a 13 F3 8 2c Anchor Capacity Required Qbs) I 21 h o: ci 11 Y! = A 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 1 170.0 1118 170.0 521 170.0 1240 170.0 521 n 170.0 1458 170.0 621 145.5 1489 170.0 521 127.6 1489 170.0 521 48 In 170.0 708 170.0 524 170.0 860 170.0 684 170.0 992 170.0 630 r 170.0 1133 170.0 881 170.0 1275 170.0 877 1 158.3 1303 170.0 880 130.3 1303 170.0 680 111.7 1303 170.0 680 1 97.7 1303 170.0 880 60.8251n 170.0 747 170.0 583 170,0 898 170.0 831 170.0 1046 170.0 684 170.0 1196 170.0 723 158.1 1236 170.0 747 140.5 1236 170.0 768 117.1 1235 170.0 768 100.4 1235 170.0 768 87.6 1236 170.0 768 541n 170.0 797 , 170.0 812 { 170.0 958 170.0 891 170.0 1118 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 837 123.5 1168 170.0 856 102.9 1168 170.0 881 88.2 1168 170.0 881 77.2 1168 170.0 861 601n 170.0 885 170.0 701 1 ..7 1042 170.0 797 142.9 1042 181.1 832 )' 125.1 1042 146.7 815 111.2 1042 138.8 801 100.0 1042 130.2 791 63.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 831n 170.0 930 170.0 745 161.2 982 163.8 818 129.8 982 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 892 114.8 768 75.8 992 108.4 745 84.8 992 108.0 744 58.7 992 108.0 744 88 In 185.4 847 170.0 789 137.8 947 148.0 788 116.1 947 130.3 788 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 96.1 713 59.1 947 94.0 711 61.7 847 94.0 711 72 In CM 136.9 848 142.7 737 113.2 849 121.6 722 97.0 849 108.9 708 84.9 849 98,4 698 76.5 849 88.7 888 87.9 849 82.7 875 1 68.8 849 75.3 669 48.5 849 72.5 852 42.5 849 72.4 651 116.5 782 120.7 685 08.3 782 102.8 662 82.6 762 90.0 640 72.2 .782 80.9 629 84.2 782 74.2 820 67.8 782 69.2 613 48.1 782 62.8 802 41.3 782 69.9 597 36.1 762 59.4 695 78 in 108.9 724 ` 111.4 834 89.0 724 94.8 821 78.3 724 82.9 809 88.8 724 74.4 599 i 59.4 724 88.1 591 53.4 724 63.4 683 44.6 724 67.3 573 1 38.2 724 54.3 587 33.4 724 63.5 585 90 in 69.8 543 71.8 483 59.0 543 60.7 474 49.7 543 62.9 ■ 486 43.6 543 47.1 458 38.6 543 42.8 452 34.8 543 39.5 448 i 29.0 543 34.9 438 24.8 543 32.1 430 21.7 543 30.7 428 98 In 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28.7 478 32.0 396 23.9 478 28.1 388 20.5 478 25.8 380 17.9 478 24.2 376 108 In 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 26.2 377 28,8 326 i 22.4 377 24.0 321 20.1 377 22.0 317 16,8 377 19.0 310 14.4 377 17.1 304 111 In 37.1 357 . 37.8 323 30.9 357 31.8 318 28.6 367 27.8 313 23.2 357 24.4 309 20.8 367 22.0 306 18.5 367 20.1 301 h 15.4 357 17.4 294 120 In 29.3 308 29.8 279 24.8 308 25.1 274 21.0 308 21.7 270 18.3 306 19.2 287 18.3 308 17.3 283 144 In 17.0 212 17.2 198 TABLE 6B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate :. 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor spa. 3/16 „ Elco Ultracan 1/4" Elco Ultracon 5/18" Elco Ultracan 3/16" Elco Ultracon 114" Ehco Ultra= 1/4" SS Elco AggreGetor 6118" Elm Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (05) #12 Steel Screw (G5) Edge Distance On): 1" 2 -1/2" 1" 2 -1/2" 3-1/8" 1" 2-1/2" 1" 2 -1/2" 2° 3-1/8" 2" 0.48" 0.54° 0.324" Embedment (in): 1.314" 1-3/4" 13/4" 1-3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -114" 2" 1-3/8" 1 -318 (see note 4) 2 Anchors 0 4.75" Min. O.C. / Standard alp (Fig. 1 or2): 380 Ibs 390 Ibs 450 Ibs 690 Ibs 1844 Ibs 270 tbs 280 Ibs 354 Ibs 740 Ibs 488 Ibs 664 Ibs 1182 Ibs 328 Ibs 420 lbs 6801bs 4 Anchors 0 2.25" Mln. O.C. / Standard Clip (Flg. 3): 700 Ibs 700 Ibs 580 Ibs 1410 Ibs 952 Ibs WA 580 lbs N/A 630 Ibs N/A 880 Ibs N/A 852 Ibs 840 ibs 1120 Ibs 8 Anchors 0 1.15" Min. O.C. / Standard Clip (Fig. 4): 080 Ibs 1400 Ibs N/A N/A N/A N/A 760 Ibs N/A N/A WA N/A N/A 1304 lbs 1680 Ibs 2240 Ibs 4 Anchors 0 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 5): 780 Ibs 7801W 900 Ibs 1780 Ibs 3288 Ibs 540 Ibs 580 Ibs 708 Ibs 1480 lbs 936 Ibs 1328 lbs 2384 Ibs 852 Ws 8401bs 1120 Ibs 8 Anchors 0 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 6): 1170 its 1170 Ibs 1020 Ibs 2340 lbs 2844 Ibs 8101bs 840 Ibs N/A 1140 Ibs 1404 Ibs 1320 Ibs 3546 Ibs 978 Ibs 1260 Ibs 188011s 4 Anchors 0 0.45 Min. O.C. / U -Clip, into 118" Alum. (Flg. 7): N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA N/A 1432 Ibs 2 Anchors 0 2.25" Min. O.C. / F-CIlp (Fig. 8): 350 Ibs 350 Ibs 200 Ibs 705 Ibs 476 Ibs N/A 280 Ibs N/A 315 Ibs 0 lbs 440 Ibs 0 Ibs 326 Ibs 420 Ibs 580 lbs 4 Anchors 4)1.15" Min, O.C. / F-Cllp (Pg. 9): • 480 Ibs 700 Ibs N/A N/A N/A N/A 380 Ibs NIA N/A NIA N/A N/A 652 Ibs 840 Ibs 1120 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. FIGURE 3 FIGURE 4. • o o O• • O •• 0 O • O O o O • 0 0 0 0 . 0 1 0 . FIGURE 5: • • • FIGURE 6: • • ANGLE CLIP (FIGURES 5 &6) MUST BE USED IN PAIRS. • • • • • • • FIGURE 8 a O • • FIGURE 7: • • • • FIGURE 9 • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA; (DP°a,) X \ ANCHOR CAP.H,,,1 ANCHOR CAP. �, MULLION CAP.,,,.„,„„, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --I 1.000" f-- 4.000" 1° X 4° X .125° MULLION .125" z 0 J D W 2 co 2 z PRODUCT REVISED as complying with the Florida Building Code Acceptance No PAP ' ¢ pirationiDate +''% Jf:'�LVW By /.+ { {,:. ►.� /.i Mi; Product 0%1111 1/01 /l' \N N� tYNN •4,jj ',i ��,r4 •�`CENSF' `. P /�'i * 14:1; 58705 'C3 • 3. 11. ��'I/, S/ONAL A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 7A Mullion Capacity Table (Ibsift2) 1 x 4 x .376 Alum. Tube Mullion Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally -spann ng mullions) 50 in 80 in 70 in 80 in 90 in 100 in 120 in 140 In 160 In .'-- '- ___ "-- Trap/Tdang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading ` Rectangular Loading Trap/iHang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TraplTriang. Loading Mullion Capacity Qbstli2) 0.54" i jj4.j4j 1.314" 390 Ibs 1314" 450 ibs 1-314" I ° G Anchor Capacity Required (lbs) 2 _ Anchor Capacity Required Qbs) G 1 -1/4" 2" Anchor Capacity Required (bs) ihl G Q I 2 G Anchor Capacity Requited (fbs) ih1h1hihJh1hih ii: Q 3 2'1 ilil + 11 1 r Q 1 1 5 11 5 Hill 1' 1 Mullion Capacity (lom) ( Q' g 1 W 42 in 170.0 820 170.0 435 17� 0.0 744 170.0 478 ` 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1736 170.0 521 170.0 1983 170.0 521 48 in 170.0 708 170.0 624 170.0 860 170.0 584 170.0 992 170.0 030 170.0 1133 170.0 061 170.0 1276 170.0 877 , 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1983 170.0 680 151.8 2024 170.0 880 50.825 In 170.0 747 170.0 583 170.0 898 170.0 831 170.0 1048 170.0 884 170.0 1195 170.0 723 a 170.0 1346 170.0 747 170.0 1494 170.0 750 170.0 1793 170.0 768 168.0 1919 170.0 766 138.5 1919 170.0 768 64 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 866 169.9 1799 170.0 881 137.1 1799 170.0 861 120.0 1799 170.0 881 60 in 170.0 886 170.0 701 170.0 170.0 1083 170.0 797 ? 170.0 1240 170.0 170.0 878 940 1 170.0 170.0 1417 1488 170.0 170.0 944 1015 170.0 168.7 1594 1642 170.0 170.0 998 1078 166.6 141.0 1819 1642 170.0 170.0 1033 1122 129.6 117.6 1819 1542 170.0 188.5 1083 1158 111.0 100.7 1819 1542 170.0 167.9 1003 1157 97.2 88.1 1619 1642 170.0 187.9 1083 1167 83 In 170.0 930 170.0 745 1118 170.0 850 170.0 1302 88 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 180.8 1472 170.0 1088 142.8 1472 188,8 1148. 128,6 1472 168.8 1130 ; 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 148.0 1104 72 In 170.0 1083 170.0 878 1 170.0 1276 170.0 1009 150.8 1320 168.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1080 105.8 1320 128.8 1049 88.0 1320 117.0 1024 75.4 1320 112.8 1013 68.0 1320 112.5 1012 76 In 170.0 1122 170.0 937 140.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 984 89.8 1184 107.6 962 74.6 1184 935 84.1 1184 93.1 927 58.1 1184 92.3 925 78 In 188.1 1124 170.0 967 138.4 1124 147.0 985 118.8 j 77.2 1124 844 128.6 82.1 947 724 1 103.8 67.8 1124 844 115.8 73.3 931 712 92.3 80.1 1124 844 105.8 66.5 918 702 83.0 54.0 44.6 1124 844 98.6 81.4 908 093 89.2 45.0 1124 844 89.0 64.2 890 878 600 69.3 38.8 31.8 1124 844 742 84.3 60.0 39.8 881 1 888 590 51.9 33.8 27.8 1124 844 742 83.2 47.7 37.5 878 882 684 90 In 108.1 844 111.5 760 90.1 74.2 844 742 94.3 738 98 In 89.1 742 91.6 683 77.2 852 83.8 742 87.2 641 ^ 66.7 742 69.8 631 49.5 > 742 64.1 622 742 49,8 814 37.1 742 108 in ' 82.8 588 03.9 530 62.1 588 53.8 521 44.7 688 48.8 513 39.1 588 41.4 506 34.8 568 37.3 49B 31.3 588 34.2 492 28.1 680 29.8 481 22.3 588 28.8 472 1 18.5 568 24.7 400 111 in 57.6 555 68.8 603 48.0 655 49.5 495 41.2 555 42.9 487 30.0 555 38.0 480 32.0 555 34.2 473 28.8 665 31.3 487 24.0 555 27.1 457 20.8 555 24.3 448 18.0 585 22.4 442 120 in 45.0 476 48.4 433 j 38.0 476 39.0 428 32.8 476 33.7 420 28.6 478 29.8 414 1 26.3 475 i 26.8 409 22.8 476 24.5 404 19.0 475 21.1 395 1 18.3 476 18.7 387 14.3 475 17.2 381 144 In 20.4. 330 28.7 305 , 22.0 330 22.4 301 18.9 , 330 19.3 297 16.6 330 17.0 293 TABLE 7B Anchor Capacity Table (Ibs) Anchor + Patterns Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18° Elco Ultracon 1/4" Etco Ultracon 5118" Eico Ultracon 3/1$" Elco Ultracon 1/4" Boo Ultracon 114" SS Eico AggreGator 5118° Sico Ultracon 114° SS Elea AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) 412 Steel Screw (65) Edge Distance gn):1 1" 2-1/2" 1" 2 -1/2" 348" 1" 21/2" 1° 2 -1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 13/4" 1.314" 390 Ibs 1314" 450 ibs 1-314" 2" 1 -114" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2" 1-3/8" 1-3/8" (see note 4) 2 Anchors @ 4.75° Min. O.C. / Standard Clip (Fig. 1 or 2): 3911 Ibs + + 4813 lbs ::. ,.. 1182 lbs 560 ibs 4 Anchors (#) 2.25" Min. O.C. i Standard Clip {Fig. 3 }: 700 Ibs 700 Ibs 880 ibs + + + .� 880 052 Ibe 852 Ibs 840 ibs 8401b8 1120 Ibs 8 Ancho 1.15" Min. 0.C. / Standard Clip (Fig. 4): 960 lbs 1400 lbs WA WA N/A NM 760 lbs WA WA WA WA WA 1304 lbs 1680 lbs 2240 lbs , 1120 lbs 8 Anchors 3 °Min. O.C, t {2) 2x5 Angle Clips {Fig. 6 }: 1170 Ibs N/A 1170 Ibs N/A + + + + + + a 1404 , + �� ; , ,, 1680 ,,, 1432 lbs 4Anchora ? 0.45 Min O.C. J U Cltp, into 118" Alum {Ff 7) 2 Anchors * 2.25" Min. O.C. / F-CIip (Fig. 8): 4 Anchors © 1.15° Min. G.C. / F-CIip (Fig. 9): 350 lbs 480 Ibs 350 Ibs 700 Ibs 290 Ibs 705 ibs 476 lbs 1111= 280 Ibs N/A 315 Ibs 0 Ibs 440 Ibs 0 Ibs 328 Ihs N/A N/A NtA NIA 380 Ibs NIA N/A N/A N/A NIA 6521bs 420 lbs 840 lbs 580 Ibs 1120 Ibs : FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: • 0 O 0 0 0 0 • • 0 O 0 O 0 • 0 FIGURE 3. • O O 0 FIGURE 5: FIGURE 6: • • ANGLE CLIP (FIGURES 5 &6) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • • • 0 FIGURE 8 O 0 • • FIGURE 7: FIGURE 9 • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.F,o„r„.` a ` MULLION CAP. ANCHOR CAP. ,.,,,,,, 1 USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS 15 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --"-1 1.000" 4.000" .33775° 10 X 4° X .375" MULLION 8 W a. N J J t3 X 0 (0 m LL O i 1 PRODUCT REVISED as complying with the Florida Building Code Acceptance No I Ex.iration€U tte \ %\ \■N� LYNN 4,//4 o Zs * : No. 58706 01 It ' ;� OA.' .• SI TE OF i FLORIUQ• • •� ••_t A. LYNN P.E. FL P.E.# 58705 • TABLE 8A - 1.26" x �� 3.188 x Mullion Ca ,ac Table Ibs Opening Width (forverticalty- spanning mullions) or Opening Height (for horizontally -spann ng mullions) 60 In 80 In 70 In 80 In 90 in 100 In 120 In 140 In ° 180 In Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trapfrriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular loading Trap/Triang. Loading Rectangular Loading Trap/Trtang. Loading .285" Tube Mull ii h i 11 ii 1 • G a, i ilfl -_ ? 11 116 h 1 .'t 11 1 i5 11 'd' i I 1 i h i G Q , , 2 G r2 G Ci i9 °� G a 1 g G h g r2 11 e% { E a76 M 421n 170.0 620 170.0 435 624 170.0 170.0 170.0 860 1710 478 584 170.0 ' 170.0 992 170,0 170.0 508 630 170.0 992 170.0 170.0 519 661 170.0 170.0 1116 1276 170.0 170.0 521 677 170.0 170.0 1240 1417 170.0 170.0 521 880 170.0 1488 170.0 621 170.0 1735 170.0 621 680 151.6 1789 170.0 170.0 521 860 48 in 170.0 708 170.0 170.0 1133 154.8 1848 170.0 880 132.7 1648 170.0 110.1 1548 60.625 in 170.0 170,0 1710 747 797 886 170.0 170.0 170.0 563 612 701 s 170.0 170.0 .170.0 170.0 968 170.0 1083 170.0 631 691 797 170.0 1 170.0 168.9 1046 1110 1168 170.0 170.0 1710 m m 878 170.0 170.0 139.0 1195 1275 1168 170.0 170.0 167.4 723 803 930 170.0 163.1 123.8 1346 1376 1158 170.0 170.0 1618 747 167.0 1488 170.0 768 139.2 1488 170.0 766 119.3 1488 170.0 758 104.4 1468 170.0 756 64 In 60 In 837 919 148.8 1376 170.0 866 122.3 1378 170.0 861 104.8 1376 170.0 861 91.7 1378 170.0 881 111.2 1158 1610 912 92,7 1168 144.8 906 79.4 1168 144.8 905 615 1158 144.8 905 631n 170.0 930 957 170.0 170.0 745 789 160.1 139.3 1051 170.0 957 151.6 860 605 1 137.2 119.4 1061 957 156.9 134.0 882 790 120,1 104.4 1051 967 142.0 121.6 848 777 106.7 92.8 1051 957 132.3 112.8 837 787 98.1 63.6 1051 967 125.7 106.6 830 769 80.1 69,0 1051 957 119.5 100.0 822 750 88.6 1051 119.1 821 80.0 1051 119.1 821 66 In 167,1 59.7 967 98,9 748 62.2 9557 98.9 748 72 In 128.7 804 135.2 698 107,3 804 115.2 884 91.9 804 101.3 671 80.4 804 91.4 660 71.6 804 84.1 850 84.4 804 78.8 843 53.6 504 72.3 833 E 48.0 804 69.9 629 40.2 804 89.8 628 In 109.4 722 114.4 630 91,2 El 54,9 46.3 31.8 20,3 Es 722 97,2 : 89.6 Ili ; 67.5 453 47.1 32.8 m 311 290. 23.8 818 688 449 397 318 301 280 . 78.2 72.3 47.1 38.8 27.2 26.1 19.9 722 C C 463 358 Eicsi 290 85.3 78.5 60.1 41.0 28.4 20.0 806 riil Cil 391 i 266 68.4 63.3 41.2 722 685 516 76.7 715 44.7 696 688 80.8 512 722 686 70.3 84.6 588 660 ; 54.7 50.8 722 686 66.5 611 580 653 45.6 42.2 722 686 59.5 64.3 670 543 39.1 722. 66.7 685 34.2 722 58.2 504 78 In 90 in 90 In 108 In 111 in 120 in 101.2 85.9 64.3 38.1 35.1 27.8 686 615 463 358 338 290 106.6 68.0 55,8 39.0 35.8 28.3 600 457 404 323 308 284 38.2 685 61.4 537 31,8 886 50.7 638 434 38.8 516 40.8 428 33.0 615 37.4 422 27.6 615 33.1 413 23.6 618 30.6 407 20.6 615 29.1 404 319 23.8 22,0 17.4 463 358 338 290 36.4 25.2 23.2 18.2 386 308 293 263 30.2 21.2 115 16.4 463 358 338 290 310 22.7 20.9 18.4 379 304 289 249 27.2 19.1 4631 358 30.4 20.6 374 300 22.6 16.9 453 358 28.6 18.0 388 203 19.4 463 24.3 380 17.0 463 22.9 368 17.8 33B 111 286 1441n 16.1 201 16.3 188 Anchor Clip Patterns Anchor Capacity Table fibs) Substrate:, 2.7k Concrete 3.8k Conc. Anchor a :, 3/18" Elco Ultracon 1/4" Elco Ultracon 6118 Elm 1'p 3/16" Elco Ultracon Ultracon Edge Distance On): Embedment (in): 1-3/4" 2 Anchors ® 4.75' Min. O.C. / Standard Cep (Fig. 1):1 390Ibs 4 Anchors c 1.16" Min. O.C. / standard Clip (Fig. 2): 4 Anchors @ Min. O.C. ((2) 2x5 Angie Clips (Fig. 1" Hollow CMU 1/4" Elco Uitracon 1/4" SS Elco 5/18" Elco Aggr8Oatar Ultracon Filled CMU PT Wood Metal 1/4" SS Elco 410 Steel 412 Steel 412 Steal AggreGator Screw (06) Screw (06) Screw (05) ): 4 Anchors @ 0.45" Min. O.C. 1 U -Gip, Into 1/8" Alum. (Fig. 4): NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP 480 lbs 780 Ibs MEM 196 Ibs 240 lbs 2 -1/2" 1" 2 -1/2° 3-1/8" 1° 2-1/Z 1° 2 -1/2" 2° 1 -314° 1 -314" 13/4" 2" 1.1(4" 1 -1/4" 1 -1/4° 1 -1/4" 1 -1/4" 390 lbs N(A 195 Ibs 360 Ibs 460 N/A 226 Ibs N/A 890 lbs NIA 4451bs NIA 1844 lbs N/A 822 Ibs N/A 270 lbs N/A 540 Ibs N/A 1351bs WA 280 lbs 140 lbs 190 9x3 FIGURE 1: FIGURE 2: a .. 0 FIGURE 3: 0 • FIGURE 4: FIGURE 5: 0 0 0 FIGURE 6: • 0 ANGLE CUP MUST BE USED IN PAIRS. 354 lbs N/A WA NIA 177 Ibs NIA TABLE NOTES: N/A 370 lbs N/A 3-1/8° 1 -1/4" 2" 2" 0.48" 0.54" 0.324" 1-3/8" 1 -3/8" (see note 4) 468 lbs 664 Ibs 1182 Ibs 326 Ibs 420 Ibs 580 Ibs NIA 234 Ibs N/A 800 lbs N/A 332 Ibs MOM N/A 2364 Ibs MUNI 581 lbs N/A 662 lbs 652 Ibs N/A 163 Ibs 328 Ibs 840 Ibs 840 Ibs N/A 210 Ibs 420 Ibs 1120 lbs 1120 Ibs 1432 Ibs 280 Ibs 560 Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPm) X ( ANCHOR CAP.,, =ANCHOR CAP.,,®, MULLION CAP, F,,,,,„„, USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.188" I- 1.250 " --' -I .265" 1.25° X 3.188° X .265° MULLION (1 -1/4" VF MULLION) PACT-RESISTANT ALUMINUM TUBE MULLIONS N.� CO 1 1 co PRODUCT REVISED as complyln$ with the Florida Building Code Acceptance No +# 0 iratl Oate i/AWAIIY 1 By ri.. ;...%1; Mi:� , r `�i ode Product . ,A0 ' , \11- ! ! // S •1`yaYNv �®‘ i! " NSA • A , �. * : No. 58705 • % •,.. 5{ TEOF A PCORIO• •j ,;•• // SS.o. At- :" A. LYNN IMILLER, P.E. FL P.E.# 58705 • 0 0 FIGURE 6: • 0 ANGLE CUP MUST BE USED IN PAIRS. 354 lbs N/A WA NIA 177 Ibs NIA TABLE NOTES: N/A 370 lbs N/A 3-1/8° 1 -1/4" 2" 2" 0.48" 0.54" 0.324" 1-3/8" 1 -3/8" (see note 4) 468 lbs 664 Ibs 1182 Ibs 326 Ibs 420 Ibs 580 Ibs NIA 234 Ibs N/A 800 lbs N/A 332 Ibs MOM N/A 2364 Ibs MUNI 581 lbs N/A 662 lbs 652 Ibs N/A 163 Ibs 328 Ibs 840 Ibs 840 Ibs N/A 210 Ibs 420 Ibs 1120 lbs 1120 Ibs 1432 Ibs 280 Ibs 560 Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPm) X ( ANCHOR CAP.,, =ANCHOR CAP.,,®, MULLION CAP, F,,,,,„„, USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.188" I- 1.250 " --' -I .265" 1.25° X 3.188° X .265° MULLION (1 -1/4" VF MULLION) PACT-RESISTANT ALUMINUM TUBE MULLIONS N.� CO 1 1 co PRODUCT REVISED as complyln$ with the Florida Building Code Acceptance No +# 0 iratl Oate i/AWAIIY 1 By ri.. ;...%1; Mi:� , r `�i ode Product . ,A0 ' , \11- ! ! // S •1`yaYNv �®‘ i! " NSA • A , �. * : No. 58705 • % •,.. 5{ TEOF A PCORIO• •j ,;•• // SS.o. At- :" A. LYNN IMILLER, P.E. FL P.E.# 58705 TABLE 9A 2x4 x.25 Alum. Tube Mullion 50 in Rectangular Loading 1 are 42 In 46 In 50.826 In 64 In 80 in 83 In 170.0 170.0 170.0 170.0 170.0 170.0 620 Mullion Capacity Table (lbsift2) Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally -spann ng mullions) Trap/Triang. Loading 1 2 tr 708 747 170.0 170.0 170.0 435 601n Rectangular Trap/Triang. Loading Loading 1 i 9. (fK 1..11 624 583 797 885 170.0 612 170.0 701 930 170.0 745 88 in 170.0 974 170.0 789 72 in 78 In 78 In 90 In 96 In 108 in 111 In 120 In 144 In 170.0 170.0 1083 1122 170.0 1161 170.0 147.4 103.5 95.4 76.5 1328 1229 971 919 170.0 170.0 170.0 170.0 161.8 105.8 97.3 43.7 TABLE 9B 788 76.8 546 44.2 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 744 850 898 968 1083 1116 1189 1276 1346 1381 170.0 678 937 967 1144 149.1 1398 168.0 1098 122.9 1229 127.8 877 88.3 971 89.0 832 79.6 919 81.9 713 62.9 766 84.5 504 38.4 548 37.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 478 584 631 891 797 850 903 1009 1080 1118 70 in 80 In 90 in 100 In 1201n 140 in 160 in Rectangular Loading 1.1 • as Trap/Triang, Loading I Rectangular Loading s aI 170.0 888 170.0 508 170.0 992 170.0 830 170.0 1048 170.0 1116 170.0 884 170.0 754 170.0 170.0 170.0 992 Trap/Triang. Rectangular Loading I Loading 11 8 22 c 3 170.0 519 170.0 1118 1133 Trap/Tdang. Loading 1 a 170.0 170.0 681 170.0 1275 170.0 1195 170.0 723 170.0 1345 170.0 521 677 747 Rectangular Loading 8 170.0 170.0 170.0 1240 1417 1494 Trap/Triang. Loading A 8 2c 170.0 170.0 170.0 621 680 758 Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Loading Loading Loading Loading Loading 1 170.0 170.0 170.0 las AI as 1488 1700 1793 ci 170.0 521 170.0 170.4 880 • 170.0 170.0 768 170.0 1735 1983 h 170.0 170.0 Z g Trap/I:fang. Loading 1 2 g 2092 170.0 621 170,0 680 170.0 758 170.0 1983 2267 2391 170.0 170.0 170.0 621 680 758 170.0 1240 170.0 878 170.0 1302 170.0 940 170.0 1384 170.0 1002 170.0 1276 170.0 1417 170.0 803 170.0 1434 170.0 944. 170.0 1594 170.0 170.0 837 998 170.0 170.0 1694 1771 170.0 170.0 866 1033 170.0 170.0 1913 170.0 2125 170.0 861 170.0 1063 170.0 2231 170.0 2479 170.0 861 170.0 1083 180.8 2660 2680 170.0 170.0 861 1083 170.0 1488 170.0 1015 1 170.0 1873 170.0 1076 170.0 1869 170.0 1122 170.0 2231 170.0 1189. 168.7 2553 170.0 1171 146.9 2563 170.0 1171 170.0 1488 170.0 1128 170.0 1670 170.0 1209 170.0 170.0 170.0 1658 1700 1794 1219 170.0 1611 170.0 1260 127.8 1398 136.0 1198 1079 106.3 1229 111.2 1061 882 74.0 971 77.2 649 819 706 498 68.1 919 70.9 808 170.0 111.8 92. 1842 1398 170.0 1088 170.0 1763 170.0 1228 170.0 1913 170.0 1322 185.1 1960 170.0 1369 152.7 1861 121.3 1179 89.4 1398 170.0 170.0 170.0 1156 1315 1421 170.0 170.0 148.8 1948 2126 1980 170.0 170.0 170.0 1210 1387 1506 170.0 146.6 2338 170.0 123.8 2184 170.0 1060 161.6 1276 181.9 1488 124.8 1648 108.1 2437 170.0 2184 170.0 1960 164.0 1268 132.9 1529 109.2 1635 92.9 2437 2184 1080 170.0 170.0 152.7 170.0 1474 137.4 1861 183.1 1500 110.2 1229 59. 919 98.9 1044 81.9 1229 86.4 837 57.5 971 82.9 784 63.0 919 89.6 61.8 1162 x1029 825 58.7 784 89.6 1398 101.6 1147 114.5 74.5 1861 147.3 1473 98.2 1881 139.8 1458 85.9 1861 137.8 1286 1630 1631 1464 1395 89.8 1122 63.9 1398 82.7 1105 1 65.9 1398 78.9 1085 73.7 51.8 47.7 1229 971 919 82.4 58.6 51.8 ■ 1018 815 774 61.4 43.1 39.7 1229 72.2 871 49.0 819 44.8 993 62.7 798 37.0 756 34.1 63.9 788 66.8 695 ! 47.2 786 49.4 868 41.9 788 44.4 677 37.7 786 40.5 688 31.6 786 34.9 653 1229 65.9 971 44.0 919 40.2 977 46.1 782 32.4 742 29.8 1229 971 919 62.1 40.8 37.1 867 771 732 27.0 788 31.0 041 23.8 788 28.4 631 31.2 540 31.9 491 ( 27.3 548 28.2 465 24.3 846 25.3 479 21.8 546 22.9 474 18.2 546 19.5 484 15.6 546 17.2 455 13.7 646 16.6 448 Anchor Clip Patterns 2 Anchors Substrate: 2.7k Concrete Anchor Capacity Table (Ibs) 3.5k Conc. 5/18" Elco ultracon Anchor Type: 3/16" Dco Ullracon 1/4" Elco Uitracon Edge Distance pn): •1" 2-1/2 ° 1° 2-1/2° 3116" Eico Ultmcon Hollow CMU 1/4" Elsa Ultracon 1/4" S8 Eico AggreGator 6/16" Elsa Ultracon Filled CMU 1/4" SS Elco AggreGator PT Wood Metal #10 Steel Screw (G5) #12 Steel #12 Steel Screw (G5) Screw (05) Embedment on): 1.3/4" 4.75" Min. O.C. / Standard Clip (Ft. 1 or : 3901bs 300 Ibs 4 Anchors @ 2.88' Min, O.C. / Standard Clip (Fig. 3): 740 1 -W 1314° 450 Iba 1-314" 3.1/8° 1" 2-1/2" 1° 2 -1/2° 2" 3-1/8° 2" 0.48" 0.64° 0.324° 401bs 830 Ibs 2" 1 -1/4" 1 -1/4" 1.1/4° 1 -1/4° 1 -1/4" 1 -1/4" 2' 1-3/8" 890 Ibs 16441bs 2701bs 280 Ibs 354 Ibs 740 tbs 488 Ms 664 Ibs 1182�Ibs 3281bs 1 -3/8" 420 Ibs (see note 4) 560 Ibs 8 Anchors 1.71° Min. O.C. / Standard Gfip (Fig. 4): 885 Iba 4 Anions @ 3" Min. 0.C. 1 (2) 2x5 Angle Clips (FIg. 5): 780 Ibs 6 Anchors @ 3" MIn. O.C. / (2) 2x5 Angle Clips (Fig. 6): 1170 Ibs _3 Anchors @ 1.34" Min. 0.C. / U -Clip, Into 118° Alum. (Fig. 7): WA 8 Anchors n 0.84" Min. O.C. / U -Clip. into 1/8" Alum. (Fig. 8): N/A 2 Anchors 2.88" Min. O.C, i F-Cltp (FIg. 9): 370 Iba 3 Anchors .@ 1.71" Min. 0.C. / F-alp (Fig. 10): 390 Ibs 758 Ibs 14851bs 14241bs WA 580 I WA 695 Ibe WA 880 Ibs WA 6621bs 840 Ibs 1120 Ibs 7801bs 880 Ibs 1946 ibs WA N/A 1898 Ibs IC8_401 705 ibs WA 799ibs WA WA 15801 11701bs 1020Iba WA N/A WA WA 2340 Ms 2844 ib a 810 lbs 6801 WA 780Ibs 936 Iba 880 Ibs 840 Ibs N/A 1140Iba 1404 Ibs 1320 tba 978 Ibs 1260 Ibs 1880 Ibs 652 Ibs 8401bs 1120 Ibs 978 Ibs 1280 Ibs 1860 Iba WA WA WA WA WA WA WA WA WA WA WA WA 3701bs 3151bs 390Iba 3401bs WA WA WA WA WA WA WA WA WA WA 21 Ibs 743 Ibs 780 Ibs 7121bs WA 948 fba 2701bs 280 Ibs 280 Ibs WA WA FIGURE 1: • 0 0 0 0 0 0 0 0 0 0 • FIGURE 5: FIGURE 2: • 0 0 O 0 O 0 O 0 0 • FIGURE 3: • 00 0 00 • 00 FIGURE 6: • 0 • FIGURE 7: FIGURE 8: FIGURE 0: FIGURE 10. FIGURE 4: • • O 0 00 O 0 • • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. 3481bs WA 440 Ibs WA 3281bs 4201bs 5601bs 380 Ibs 468 tbs 440 Ibs 11821bs 3261be 4201bs 560 Ibs CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: k MULLION CAP. Emma, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 -20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. .250" 4.000" co - J cat cal cat co 1' 0 tO m_ 1 zo- r PRODUCT REVISED as compiying with the MIMI Building Code Acceptance No Miam ado Product it SD 11 i TABLE 10A Mullion Capacity Table (Ibs/ft2) 2 X Alum. Mullion 8 x .28 Tube 2.7k Concrete Opening Width (for vertically-spanning mullions) or Opening Height (for horizontally -spann ng mullions) 50 in 60 in 70 In 80 in 90 in 100 in 1201n 140 in 180 in Rectangular Loading Trap/Triang, Loading Rectangular Loading Trap/Ttiang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Triang, Loading 1 Rectangular Loading Trap/Triang. Loading 4 tF .-. iiif 2c G QIx 11 2c I $`8 a Sri: $ fl Anchor Capacity Required (Ibs) _ fc a: 0 qq 8 2c Anchor Capacity Required Qbs) A° k. 8 1 Mc :I .I 8 <re . N. 8 2c Anchor Capacity Requited {tbs) 4. 8_ 2c Anchor Capacity Required Qbs) 8_ 2c Anchor Capacity Required Qbs) 8_ " 2c t �' $i 11 8 2c Anchor Capacity Required Qbs) 11 rya 8_ S 2c 8 <rt 8 2c Anchor Capacity Requited (bs) i_ 2c Anchor Capacity Required (bs) ,5 3 2c Anchor Capacity I Required Qbs) q 1fi Anchor Capacity I Required (tbs) El X1313 2c. 6.8 Qre , 3c Anchor Capacity Required Qbs) g n 42 In 170.0 620 170.0 435 170.0 744 170 0 478 170.0 888 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 521 48 in 170.0 708 1730 524 170.0 850:170.0 840 Ibs 584 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 880 50.025 in 170,0 747 170.0 583 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170,0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 756 170.0 2092 170.0 756 1 170.0 2391 170.0 756 54 in 170.0 797 170.0 612 170.@ 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170,0 2231 170.0 881 170.0 2550 170.0 881 80 In 170.0 885 170.0 701 170.0 1063 170,0 787 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170,0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 1 170.0 2479 170.0 1063 170.0 2833 170.0 1063 83 in 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 1 170.0 1488 170.0 1015 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 86 in 170.0 974 170.0 789 170.0 11 170.0 903 170.0 1364 170,0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 1700 1286 1700 3117 170.0 1286 72 in 170.0 1063 170.0 878 170.0 1275 170.0 1008 170.0 1488 170.0 1128 170.0 170.0 1700 1794 170.0 170,0 1228j 1322 1 170.0 170.0 1913 2019 170.0 170.0 1315 1421 170.0 170.0 2125 2243 170,0 170.0 1387 1505 w 170.0 170.0 2550 2892 170.0 170,0 1488 1629 170.0 170.0 2975 3140 170.0 170.0 1529 1694 170.0 170,0 3400 3589 170.0 170.0 1630 1705 78 in 170.0 1122 170,0 937 1700 1346 170.0 1080 170.0 1570 1700 1209 781n 170.0 1151 170.0 987 170.0 1381 170,0 1116 170.0 1811 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1796 90 in 170.0 1328 170.0 1144 9700 1594 170.0 1326 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170,0 1918 170.0 3188 170.0 2125 158.0 3413 170.0 2273 138.6 3413 170.0 2381 961n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170,0 2287 170.0 1794 H70.0 2550 170.0 1952 170.0 2833 170.0 2095 0 160,0 3199 170.0 2338 137.1 3189 186.8 2470 120.0 3199 156.1 2428 108 in 170.0 1694 ; 170.0 1409 170.0 1913 9700 1847 " 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 191.9 2333 123.6 2781 140.4 2281 105.9 2781 125.9 2234 92.7 2781 118.0 2190 111 In 170.0 1638 170.0 1454 170.0 1988 170.0 9700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2632 162.3 2245 136.6 2832 148.4 2216 113.8 2632 128.4 2168 , 97.6 2832 115.1 2126 834 2632 108.3 2096 120 in 170.0 1771 170.0 1588 ' 170.0 2125 r 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1964 120.1 2252 127.2 1938 108.1 2252 118.1 1915 90.1 2252 99.8 1872 77.2 2282 88.9 1836 87.6 2252 81.4 1808 144 in 125.1 1564 126.8 1445 104.3 1584 106.1 1425 834 1584 91,5 1407 78.2 1884 60.7 1390 69,5 1564 723 1373 622.6 1564 85.7 1358 52.1 1584 630 1330 44.7 1584 432 1305. 39.1- - 1564 44,4 1283 • TABLE 10B Anchor Capacity Table (Ms) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18" Elsa Ultracon 114" Elco Ultmcon 5H8" Elco Ultracon 3f16" Elco Ultracon 1/4" Elco Ultracon 114" 33 0100 Aggregator 5116" Elco Uitmcon 1/4° SS Elco AggreGatar 810 Steel Screw (G5) H12 Steal Screw (G5) i/12 Steel Screw (05) Edge Distance (in): 1° 2 -1/2 1" 21/2" 3 -118" 1" 2 -1/2" 1° 2 -1/2" 2° 3-1/8" 2° 0.48" 0.64" 0.324" Embedment (In): 1-3/4° 13/4" 1-314" 2" 1 -114" 1 -114° 1 -1/4" 1 -1/4" 1 -1/4° 1 -1/4" 2° 1 -3/8" 1-3/8" (see note 4) 2 Anchors :z 4.75" Min. O.C. / Standard Clip (Fig. 1 or 2): • 300 Ibs 390 Ibs 460 lbs _13/4" 890 Ibs 18441bs ` 270 Ibs 280 Ibs 364 lbs 7401bs 488 Ibs 884 Ibs 11821b3 3281bs 420 Ibs 580 Ibs 4 Anchors @ 4.88" Min. O.C. / Standard Clip (Fig. 3): 780 Ibs 780 lbs 900 Ibs 1780 Ibs 3084 Ibs 540 Ibs 580 Ibs 708 Ibs 1480 Ibs 936 lbs 1.104 Ibs 2364 Ibs 652 Ibs 640 Ibs 1120 Ibs 8 Anchors 0 1.71" Min. O.C. 1 Standard Clip (Fig. 4): 1180 Ibs 1400 Ibs 1010 Ibs 2695 Ibs N/A N/A 940 Ibs NIA 1066 Ibs N/A N/A N/A 1304 Ibs 1600 Ibs 2240 Ibs 4 Anchors (,.-. 3" Min. 0.0. / (2) 2x5 Angle Clips (Fig. 5): 780 Ibs 780 Ibs 680 Ibs 1580 Ibs 1898 Ibs 540 Ibs 680 Ibs N/A 780 Ibs 936 Ibs 880 Ibs 2364 lbs 652 Ibs 840 Ibs 1120 Ibs 8 Anchors 0 3" Min. 0.0.1(2) 2x5 Angle Clips (Fig. 8): 1560 Ibs 1550 Ibs 1360 Ibs 3120 Ibs 3792 Ibs 1080 Ibs 1120 Ibs N/A 1620 Ibs 1872 Ibs 1760 Ibs 4728 Ibs 1304 Ibs 1680 Ibs 2240 Ibs 12 Anohons cs 1.5" Min. 0.0. / (2) 2x5 Angle Clips (Fig. 7): 1660 Ibs 2100 Ibs 1440 Ibs 3780 Ibs N/A N/A 1320 Ibs N/A 1500 Ibs N/A N/A N/A 1956 Ibs 2520 lbs 3380 Ibs 4 Anchors 0 1.34" Min. 0.C. / U- Clip, into 1/8" Alum. (Fig. 8) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA N/A NIA 1432 Ibs 8 Anchors << 0.64" Min. 0.C. / U -CIlp, Into 1/8" Alum. (Fig. 9): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2864 Ibs 2 Anchors @ 4.68" Min. O.C. / F-Cllp (Fig, 10): 390 ibs 390 Ibs 460 Ibs 890 Ibs 1532 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 488 lbs 562 Ibs 1162 Ibs 326 Ibs 420 Ibs 560 Ibs 4 Anchors @ 1.71" Mln. O.C. / F-alp (Fig. 11): 590 Ibs 700 Ibs 505 Ibs 1298 Ibs N/A N/A 470 Ibs N/A 533 lbs N/A N/A N/A 852 Ibs 840 Ibs 1120 Ibs FIGURE 1: • 0 0 0 0 0 00 0 0 0 0 0 FIGURE 5: • • FIGURE 2: • 0 0 0 00 0 00 0 0 0 0 0 0 0 FIGURE 3: 0 0 • 00 00 00 0 0 0 • FIGURE 6: 0 • • FIGURE 4: • • 0 • 00 00 00 00 • • FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: 0• •• • 0 0• • 0 FIGURE 7 • • • • •• •• • 0 0 0 00 00 00 0 0 • • • • 0 • • • 00 0 0 00 0 0 ANGLE CLIP (FIGURES 5 - 7) MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X / ANCHOR _ANCHOR CAP.„. MULLION CAP.„,,,,,„,, USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .250" 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 -20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2 "X6 "X.25" MULLION 6.000" 3 0 c0 1 a PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex ratio Vale By. Miami , ,, Product ,.,. ``�� 1 1 1 1 1 1/ `�‘ ,,( LYNN MCI ,GENSF••..vP'�% • * No, 58705 1� �� • $� E O� • w� ,dam•• PLOR1OA.•'•• &��: '''„SSIONAL A. LYNNrIVIIiLLER, P.E. FL P.E.# 58705 TABLE 11A 1.26" x.126 Tube x 2.11" "Alum Mull Mullion Opening Width (for vertically- spannIng Capacity Table (Ibs /ftz) 3.6k Cono. mullions) or Opening Height (for horizontally -Spann ng mullions) 50 In 60 in 70 In 80 In 90 In 100 in 120 In 140 In 160 in Rectangular Loading #10 Steel Screw (G6) Trap/rriang. Loading Rectangular Loading Trep/Trtang. Loading ( Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang, Loading Rectangular Loading Trep/Trlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/I-dung. Loading 11 � cLa d i. g. 1 1' . _ Iii 8 ' 1 -3/4" ' 8' f i 11 II i ii I d I� 1 1 .' I- , 1 1 .' I A ii A' A f 1 ii A' II 1 1 g A'_ I I 1 1 1 g 11 i' ii f i f 1 1 i t ii 8801bs 1 I� Q t ii _ I 1 g li I ii 11 ii 421n 144.2 628 167.0 El 120.2 lial 148.9 419 103.0 526 138.9 414 90.1 528 134.8 411 80.1 626 134.1 411 72.1 526 134.1 411 80.1 628 134.1 411 51.5 526 134.1 411 46.1 526 134.1 411 98.8 403 108.0 333 60.5 403 94.7 326 89.0 403 - 88.4 320 80.4 403 81.4 317 53.7 403 79.1 315 48.3 403 78.8 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.8 314 60.8261n 82.3 382 91.0 301 68.8 362 79.3 E 382 71.9 259 268 61.5 D El 318 87.2 63.6 El 45.7 121 37.7 m 318 84.8 50.8 El 41.2 260 33.9 382 318 83.6 49.5 m 249 34.3 28.3 382 El 63.5 49.1 283 248 29.4 D m 318 D 283 248 D 21.2 382 318 Ell MID 283 54 In 87.8 318 74.1 287 58.5 318: 84.2 m 48.6 MEE 601n 49.6 268 53.1 219 412 268 45.7 DI 35.3 a 40.7 210 30.9 258 37.2 207 ®p 34.9 204 24.7 258 RI 203 20.8 258 ® 201 ® 266 ® 201 15.5 El 32,2 201 63In D 234 45.8 200 En 234 39.1 195 30.6 234 192 28.7 234 31.8 189 ® 234 28.4 186 21.4 234 28.0 184 17.8 D 183 ® 234 28.6 El 13.4 I 28.6 183 m 66 In D 213 183 31.0 213 33.7 179 28.6 213 29.8 176 ®D 27.0 173 20.6 213 26.1 170 18.6 ® 23.7 169 18.6 213 22.2 El 13.3 213 22.0 188 D 213 22.0 72 in 28.8 179 30.1 165 23.9 MM 162 20.4 179 22.6 149 17.9 Nil 20.3 147 16.9 179 18.7 145 ----1-ME Ell --� II. 78 In 24.3 181 26:4 140 20.3 181 21.6 137 17.4 16,1 152 19.0 17.6 135 128 15.2 181 17.0 133 III 1 78 In 22.5 152 23.6 133 188 162 19.9 131 TABLE 11B Anchor Capacity Table (lbs) Anchor Clip Patterns p Substrate: 2.7k Concrete 3.6k Cono. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3118" Elco ()Brawn 1/4" Elco Macon 6/18 Elco {)Itracort 3116" Elco Uaracon 1/4" Etco Ultracon 1/4" SS Elco AggreGator 6/16" Eico Ultracon 114" SS Elco AggreGator #10 Steel Screw (G6) #12 Steel Sorg (G6) #12 Steel Screw (G6) Edge Distance (In): 1" 2 -1/2" 1" 2 -1/2" 3-1/8" 1" 2 -1/2" 1" 2 -1/2" 2° 3-1/8" 2" 0.48" 0.54" 0.324" Embedment pn): 13/4" 1-3/4" 1-3/4" 1 -3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" i 2" 1-3/8' 13/8' (see note 4) 4 Anchors 3" Mtn. O.C, / (2) 2x5 Angle Clips (Fag. 1): non* 780Ibs 6801bs 16601bs -J 1898 lb; I 544Ibs 660 Ibs 1 WA 7801bs 938 !ba 8801bs 1 2384 Ws 1 6521iss 840 Ibs 1_ 1432 Ws FIGURE 1: • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPm) x t ANCHOR CAP.,..18) _ ANCHOR CAP• ,, MULLION CAP.„,„ a. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1.266 " --'- .125° 1.28" X 2.11" X .126" MULLION (INTEGRAL FIN MULLION) rL' CT- RESISTANT ALUMINUM TUBE MULLIONS 11 CV 0 1 1 z A ttY PRODUCT REVISED as emptying with the Florida Building Code Acceptance No 1' / Ex, iratio #date rrf!.11V- W • •/v Miami :' ade Produe ♦`,.IIII11/ // \\`‘�•{ 1'Y NN 411! 0 .`�.`�'Q• •y`0ENSS ° • •l��Q ..* !. No. 58705 Gam~ .. ;•• y 1 t E OF�1 4" sp A. LYNN FL P.E.# 58705 TABLE 12A B TA 2 1.25" 30 Anchor Capacity Table (Ibs) Opening Width (for vertically-spanning mullions) or Opening He ght (for horizontally -spann ng mullions) 50 In 64 in 70 In 80 In Anchor Type: 90 in 100 In Rectangular Loading 120 in 140 In 160 In Rectangular Loading 1/4" SS Elco AggreGator Trap/Triang. Loading 612 Steel Screw (05) Rectangular Loading Edge Distance (in): Trapfrdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular I Loading TraplTriang, Loading 2" Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading W MULL 42 In 2G 1-3/4" 2 C Anchor Capacity Required (Ws) 1 5 �S i 1 i g $G i Anchor Capacity Required (Is) i G Anchor Capacity Required (bs) _ XG Anchor Capacity Required fibs) 2 Anchor Capacity Required fibs) _ 2G Anchor Capacity Required (ibs) 2=. Anchor Capacity Required fibs) Mullion Capacity pbstft2) 11 e _ 11 1 Aacity Required nchor Capacity 2 G Anchor Capacity Required (lbs) 11 Anchor Capacity Required (lbs) 2^G Anchor Capacity Required (ibs) a 1 2 G it IY 'Ll- 5 fi Anchor Capacity Required (the) X G la QiY g. ,73 A XG Anchor Capacity Required fibs) 2525 Ibs 540 Ibs 550 Ibs 48 In 170.0 620 170.0 2384 Ibs 170.0 744 170.0 6Anchors , , 2.71" Min. O.C. / (2) 2x5 Angle Clips (Fig. 3): 170.0 11201bs 170.0 2248 Ibs 170.0 NIA 170.0 N/A 170.0 N/A 1320 Ibs 521 170.0 1280 Ibs 170.0 170.0 170,0 1700 1735 170.0 149.1 1740 170.0 521 170.0 708 170.0 170.0 850 170.0 170.0 170.0 170.0 170.0 170.0 677 170.0 170.0 152.2 170.0 130.6 1522 170.0 114.2 1522 170.0 680 50.8251n 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1048 170.0 864 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 170.0 758 138.9 1443 170.0 756 117.3 1443 170.0 758 102.6 1443 170.0 756 541n 801n 170.0 170.0 797 170.0 612 170.0 956 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 803 180.4 1353 170.0 837 144.3 ® 170.0 858 120.3 1353 170.0 861 103.1 1353 170.0 861 90.2 1353 170.0 881 885 170.0 701 170.0 1063 170.0 797 187.0 170.0 878 148.1 1218 170.0 944 1 129.9 936 116.9 Ea 162.1 924 97.4 1411 913 83.6 1218 146.1 913 73.1 1218 140.1 913 63 In 681n 170.0 170,0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 1688 933 131.4 1150 153.0 914 116.8 1150 141.9 898 ' 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1150 1212 870 65.7 1180 128.2 870 721n 874 170.0 789 152.4 1048 165.8 881 130.6 1046 ., 1048 133.1 850 101.8 1048 123.4 839 91.4 1048 116.8 830 76.2 1048 109.4 821 85.3 1048 108.2 818 57.1 1048 108.2 818 140.8 880 147.9 764 117.4 880 138.0 748 100.6 880 110.8 88.0 860 100.0 722 712 880 92.0 712 70.4 880 - 703 58.7 880 D 893 50.3 880 76.5 688 44.0 880 78.4 688 761n 119.7 790 125.1 690 99.8 790 106.4 676 85.5 790 93.3 74.8 790 83.9 652 88.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 824 42.8 790 62.1 819 37.4 790 81.5 617 76 In 110.8 750 115.5 857 92.3 750 98.1 644 79.1 750 85.9 750 77.1 621 61.5 750 70.6 812 55.4 750 65.7 805 48.2 750 59.4 594 39.8 750 56.2 588 34,6 750 55.5 588 90 in 72.1 563 74.4 500 60,1 563 62.9 491 51.5 583 54.8 45,1 m 48.9 475 40.1 563 44.4 468 38.1 40.9 482 30.0 =COI 452 25.8 583 33.3 445 22.6 563 31.8 442 98 In 59.4 495 61.1 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.8 421 33.0 495 36.1 415 29.7 495 33.2 409 24,8 495 29.1 400 21.2 495 28.8 394 18.8 495 25.0 390 108 In 41.7 391 .42.8 353 34.8 391 35.9 348 29.8 391 26.1 391 27.6 337 212 391 24.9 333 20.9 391 22.8 328 17.4. 391 19.7 321 14.9 391 17.8 315 111 In 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 18.0 370 305 1201n 30.4 317 30.9 25.3 317 28.0 284 , 21.7 ® 22.5 280 19.0 317 19.9 276 18.9 317 17.9 273 -- -- 144 in 178 � _ _ i7.8 -203- - -__ �� FIGURE 1: • FIGURE 2: FIGURE 3: • • • • • ANGLE CLIP (FIGURES 1 -3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X (ANCHOR CAP. ",,,T„"E) _ ANCHOR CAP.,,, 1 MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125 30° BAY MULLION 1 1 !V cD re P rc O 1 z cc, O z 5 0 PRODUCT REVISED as complying with the Ftct'it3lk Building Code Acceptance No E +'ratl,nigate Niiam: rude Produc ` >>>ltii NI . i1 Mfr, `�;�0:y.�•LYNN.M /bl..e :: * ' No. 58705 • _ _s -ire. . ...• STATEOFt °s i��,. ��COR1t)p• �� i � ",1%NAI -. A. LYNN 1MILLER, P.E. FL P.E.# 58705 Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filed CMU PT Wood Metal Anchor Type: 3/16" Elco Ulnae= 1/4° Eico Ultracon 5118' Elco Ultracon 3/18" Eico Ultracon 1/4" Elco Ultracon 114" SS Elco AggreGator 5/18" Elco Ultracon 1/4" SS Elco AggreGator 810 Steel Screw (G5) 612 Steel Screw (05) 812 Steel Screw 035) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 3-1/8" 1° 2 -1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48° 0.54" 0.324" Embedment (In): 1 -314" 1-3/4" 1414" 1 -3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2" 1-3/8" 1318" (see note 4) 2 Anchors c7 5" Min. O.C. / (2) 2x5 Angle Cipe (Fig. 1): 3901118 3901b3 4601bs 890 Ibs 17001bs 2701bs 280 Ws 354 Ibs 740 Ibs 488 Ibs 7201bs 11821bs 328 Ibs 4201bs 560 Ibs 4 Anchors ::r 3.5' Min. O.C. / (2) 2x5 Angle Clips (Fig. 2): 780 Ibs 760 Ibs 790 Ibs 1670 Ibs 2525 Ibs 540 Ibs 550 Ibs N/A 1120 Ibs 936 Ibs 880 Ibs 2384 Ibs 852 ibs 840 Ibs 11201bs 6Anchors , , 2.71" Min. O.C. / (2) 2x5 Angle Clips (Fig. 3): 11201bs 11201bs 958 Ibs 2248 Ibs 2254 Ibs NIA 840 Ibs N/A 1059 Ibs N/A 1320 Ibs N/A 978 Ibs 1280 Ibs 1680 Ibs FIGURE 1: • FIGURE 2: FIGURE 3: • • • • • ANGLE CLIP (FIGURES 1 -3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X (ANCHOR CAP. ",,,T„"E) _ ANCHOR CAP.,,, 1 MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125 30° BAY MULLION 1 1 !V cD re P rc O 1 z cc, O z 5 0 PRODUCT REVISED as complying with the Ftct'it3lk Building Code Acceptance No E +'ratl,nigate Niiam: rude Produc ` >>>ltii NI . i1 Mfr, `�;�0:y.�•LYNN.M /bl..e :: * ' No. 58705 • _ _s -ire. . ...• STATEOFt °s i��,. ��COR1t)p• �� i � ",1%NAI -. A. LYNN 1MILLER, P.E. FL P.E.# 58705 TABLE 13A 'TA 1.26" 46 1Y MULL 50 In Trap/Tdang. Loading Rectangular Loading 00 In Opening Width (for vertically- spanning mullions) or 90 Opening He ght (for horizontally- spanning mullions) 70.In Rectangular Loading 80 In in 100 in 120 Trap/TrIang. Rectangular Loading Loading in Trap/rriang. Loading Rectangular Loading 140 in 180 In Rectangular Loading Trap/Trlang, Loading Rectangular Loading Trap/Trlang. Loading Trap/Trlang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Trlang. Loading 8 � '2G Anchor Capacity Required Obs) i i 2 Anchor Capacity Required Obs) .. G ,.; t 2 Anchor Capacity Required (lbs) 3 2G S1G Mullion Capacity (Ibs/ft2) Anchor Capacity Required (Ibs) - 2 Anchor Capacity Required Obs) Z A. . lL' ' .�' Anchor Capacity Required Obs) r`� 2G Anchor Capacity Required Qbs) 2G Anchor Capacity Required Obs) 1 4nchor Capacity Required Obs) Mullion Capacity Tbs/ft2) 4nchor Capacity I Required Obs) i .•�' ig {Y A lnchor Capacity I Required (lbs) _ fir'. lnchor Capacity Required Obs) I _ 1 Anchor Capacity I Required Obs) i ! 2G Anchor Capacity Required (Ws) 170.0 170.0 170.0 170.0 .�G 170.0 .E' 170.0 2G 160.3 170.0 170.0 744 170.0 880 170.0 170.0 519 170.0 170.0 521 1700 170.0 50.8251n 170.0 170.0 708 747 170.0 170.0 524 583 170.0 170.0 850 888 170.0 170.0 584 170.0 170.0 992 1046 170.0 170.0 830 CI 170.0 170.0 1133 1195 170.0 170.0 881 723 170.0 170.0 1275 1345 170.0 170.0 877 747 170.0 170.0 1417 1494 170.0 170.0 880 163.7 147.1 1552 170.0 170.0 880 768 140.3 128.1 1837 1552 1700 880 170.0 758 122.8 110.4 1637 1552 1700 170.0 680 758 54 In 80 in 170.0 170.0 885 170.0 170.0 612 701 170.0 170.0 m 1083 170.0 170.0 170.0 691 850 170.0 170.0 1116 1240 1247 170.0 170.0 170.0 m 878 940 170.0 al 142.5 1278 1309 CM 170.0 170.0 164.5 803 944 983 170.0 139.7 128.7 1434 1309 1247 170.0 170.0 152.6 837 998 965 155.2 125.7 114.0 1455 1309 1247 170.0 183.5 144.3 e 994 952 129.3 104.8 95.0 1455 1309 1247 170.0 157.1 138.2 861 982 938 110.0 89.8 81.4 1455 1309 1247 170.0 881 157.1 982 ® 935 97.0 78.8 71.3 1455 1309 D 1700 157.1 135.7 881 982 935 63 in 170.0 930 170.0 745 170.0 1118 68 In 72 in 170.0 181.8 974 1010 170.0 789 170.0 134.7 1169 1010 170.0 144.6 903 . 148.4 1190 163.7 965 1190 147.9 115.4 1190 928 103.9 1190 914 86.8 1190 119.5 74.2 1190 118.1 893 84.9 1190 893 115.4 1010 127.2 842 101.0 1010 114,7 828 89.8 1010 105.8 817 80.8 1010 98.9 807 67.3 57.3 1010 908 90.8 74.7 D 718 57.7 49.1 1010 908 87.8 790 71.2 710 50.5 42.9 1010 906 87.7 70.8 789 708 761n 137.4 900 143.6 792 ma 908 122.0 . 98.1 908 107.1 781 85.0 906 98.2 749 78.3 906 88.2 738 88,7 908 82.3 729 781n 901n 127.1 MCI 881 132.5 85.4 754 105.9 574 =ICI= 881 112.5 738 584 90.8 59.1 861 648 98.8 725 554 79.4 51.7 861 648 88.5 56.1 713 El 70.8 46.0 881 846 81.0 50.9 703 537 63.6 cm 881 648 75.4 47.0 894 530 53.0 34.5 881 CI 68.1 41.5 681 CI 45.4 29.5 861 848 84.5 675 EEI 511 39.7 25.9 881 846 83.7 672 507 98 In 88.2 588 70.1 508 as 565 59.1 48.7 568 51.4 491 42.6 568 CI 425 364 45.8 31.7 CI 22.8 483 357 317 37.9 28.6 C3 19.4 E-MI 588 449 425 CI 41.4 E l 26.2 20.5 476 382 362 ® En E a 22.1 17.5 568 449 El 364 ®-11111 38.1 28.1 24.0 Cil 470 in 358 309 28.4 20.0 CI ----.----im-- Ell 566 cal 425 33.4 22.7 20.7 459 Ei 350 24.3 17.1 CI CI 30.5 CI CI 20.4 CI 425 343 21.3 15.0 ---a ®- 588 449 28.7 18.9 ®- 447 358 108 I n 4 7 . 9 449 48.9 405 39.9 449 41.2 , 3 4 . 2 449 425 364 MIMI 35.7 32.8 25.8 3 9 3 373 321 29.9 27.6 gi MI 111 In 44.1 425 45.0 385 36.8 425 37.9 31.5 24.9 120 In 34.9 20.2 364. 35.5 331 29.1 CI 20.4E 16.8 384 253 29.8 230 Anchor Clip Patterns Substrate: 2.7k Concrete Anchor Capacity Table (Ibs) Anchor Type: 3/16" Eico Ultracon 1/4" Elco Ultracon Edge Distance (in); 1" Embedment (In): 1 -3/4" 2 Anchors (t 5" Min. O.C. / (2) 2x5 Angle Clips (Flg. 1): 390 Ibs 4 Anchors +a 3.5" Min. 0.0. / (2) 2x5 Angle Gips (Fig. 2): 780 Ibs 8 Anchor8 @ 2.71" Min. 0.C.1(2) 2x5 Angle Clips (Fig. 3): 1120 Ibs FIGURE 1: FIGURE 2: • • FIGURE 3: • • • • • • • 2-1/2' 1 -3/4" 390 Ibs 780 Ibs 1" 2-1/2" r 1 -3/4" 1120 Ibs 450 Ibs 790 Ibe 1 -3/4" 890 Ibs 1870 Ibs 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal 5/18" Elco Ultmcon 3/18" Elco Ultracon 1/4" Elco Ultracon 1/4" SS Elco 5/18" Elco 1/4" SS Eleo #10 Steel #12 Steel #12 Steel AggreGator Ultracon AggreGator Screw (05) Screw (05) Screw (05) 3.1/8" 1" 2 -1/2" 1" 2 -1/2" 3-1/8" 2" 0.48" 0.54" 0.324' 2" 1 -114" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2" 1 -3/8" 1-3/8" 1700 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 468 Ibs 720 lbs 1182 Ibs 3261bs 420 Ibs (see note 4) 580 Ibs 2525 Ibs 540 Ibs 580 Ibs N/A 1120 Ibs 936 Ibs 860 Ibs 2364 Ibs 6521bs 840 Ibe 1120Ibs 9581bs 2246 lbs 2254 Ibs ANGLE CLIP (FIGURES 1 -3) MUST BE USED IN PAIRS. N/A 840 Ibs N/A 10591b8 N/A 1320 Ibs N/A 978 Ibs 1266 [Ws TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 16801bs ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPm X ( ANCHOR CAP.,,„,,,„„) = ANCHOR CAP.,, , `MULLION CAP.,,,, = USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125" 3.250" 45° BAY MULLION ce 0 (0 1 1 Q Ice PRODUCT REVISED as compiyinn with the Florida Building Code Acceptance No •" 0 " 2. E flan pate 1J* ' 1 By 1 /_. �. P,,gp Mi ; ' i; + ade Produc` 0%1111l/////,r tia �,( t,Y •t 4,/,‘ fi • ' * . No, 513705 L.1b' -ti• .i.'•. fiCOR11�p' ••'(j''��• • A. LYNW IUiiLL `o't, P.E. FL P.E.# 58705 -.1 1.000" �- 2.000" _L .125" .125" 1" X 2° X .125" MULLION 6063 -T6 ALUM. X-SECTION 2.000" --j 1.000" �--- 2.000" 1" X 20 X .375" MULLION 6063 -T6 ALUM. X- SECTION }- -.125" i isi,r,iiiiist ,r/eeelrri%Ili i.iiii,r. Ate.iiiiiiiiisAriii STANDARD CLIP 6063 -T6 ALUM. X- SECTION .125" ,375 "� MIN. .375" MIN. 3.125° 5.500" CUT HERETO 1 CREATE F -CLIP, SEE { r - DETAIL F, SHEET 4 1.15" MIN. O.C. STANDARD CLIP 6083 -T6 ALUM. TOPVIEW 5.500" 0 0.312" 1 MIN. O.C. i OFFSET CLIP •126 „. 6083-T6 ALUM. .740" TOPVIEW O 0.312" .125" .375" ---I 1.000" �- 2.750" .375" 1" X 2.75" X .375" MULLION 6063 -T6 ALUM. X- SECTION U -CLIP 8063 -T6 ALUM. X- SECTION 2.750" 1.000" 1-- 1" X 2.75" X .650" MULLION 6063-T6 ALUM. X-SECTION .338" MIN. U -CLIP 6063 -T6 ALUM. USED FOR ALL 1" X 2" AND 1" X 2.75° MULLIONS, SHEETS 5-8 0.225" TYP. TOPVIEW .338" MIN. U -CLIP 6063 T6 ALUM. 1 °X3.125 "X.600" .375" MULL ONLY, SHEET 9 e 114 MIN. TOPVIEW .338" MIN. U-CLIP 6063 -T6 ALUM. 1.25° X 3.188° X .265° MULL ONLY, SHEET 12 TOPVIEW TABLE B --I I-"- .125" 2.000" iiiuiiiiriidzzowezzze /m/zeiiiiiiiiriioii %iii 3.125" 1- 1.000 " -1 1" X 3.125" X .5" MULLION 6083 -T6 ALUM. X- SECTION 2X5 ANGLE CLIP 6063 -T6 ALUM. X- SECTION .125" 5.000° .375" MIN. 1- 3.000" MIN. 2X5 ANGLE CLIP 6063 -6 ALUM. TOPVIEW 3.188" I-- 1250 " - 1 .125" .265" 1.25" X 3.188" X .265" MULLION 6063 -76 ALUM. X- SECTION Mull Dimension (sheet #) PGT Part # - Mullion Std. Clip r Offset Clip U-Clip Angle Clip 1" X 2" X .125" (5) 66605 666113M 6661116M 666243M 666511m 1" X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M 1" X 2.75" X .650" (8) 66608 666116M 6661121M 866246M 666514M 1" X 3.125" X .500" (9) 66637M 6661116M 6661114M 666242M 686515M 1.25" X 3.188" X .265" (12) 66641M 6661117M 6661113M 866241M 666516M 1.26" X 2.11" X .125" (15) 69370 N/A N/A N/A 666517M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. TABLE A f-- 1.286 " ---I .900" 1.26°X 2.11" X .125" MULLION 6063 -T6 ALUM. X- SECTION Dimension Value (In) For Mullion: 1 1.825 B 2.654 1" X2" X .125" C 0.895 Aluminum D 0.740 Tube Mullion E .450 Min. A 1.125 B 2.404 1" X 2" X .375" C 0.635 Aluminum D 0.490 Tube Mullion E 0.450 A 1.875 B 3.000 1" X2.75 "" X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 B 3.000 1 "X2.75 "X .650" C 0.476 Aluminum D 0.836 Tube Mullion E .450 Min. A 2.000 B 2.637 1 "X3.125 "X C 0.863 .500" Alum D 1.137 Tube Mull E .450 Mln. A 2.625 B 3.262 1.25" X 3.188" C 0.862 X .265" Alum D 1.782 Tube Mull E .450 Min. 1.26 "X2.11 "X A 1.813 .121" Alum Tube Mull tRIR d N z 0 J 111 ra D H D 2 D Ir!) ce FL d 000 _co O PRODUCT REVISED as complying with the Resifts Building Code Acceptance No ©` 22.o) E , irationQate 5ViVrti.lri" • 16 B J 17y I If �I,:.I Miami +ale Produc `1`1tit111f1 1i \•\N.{ 1,114ly 7",,,. * No. 5$705 • If 30111 :9Q •' STATE OF .• ``1,�: �•••• PLOR10N• t;? '� 'ONM- A. LYNN FL P.E.# 68705 -� 1.000" h 4.000" 1 °X4 °X.125" MULLION 6083 -T6 ALUM. X- SECTION .125" -"- 1.000" I-- 4.000" 2.661" 1.377" 1" X 4" X .375" MULLION 6083 -T8 ALUM. X- SECTION 125" 3:250" 30° BAY MULLION 8083 -T8 ALUM. X SECTION de dif .228 "-] 45° BAY MULLION 6083 -T8 ALUM. X- SECTION NOTES: 2.000" 1 11 iriirrir1,iiii/ /IV/ rI:LzriE //riiiiiirroVeZ/ZiriiirWW, .125" 125" STANDARD CLIP 6083 -76 ALUM. X- SECTION .375" MIN. 3.125" 5.500" CUT HERE TO _ CREATE F -CLIP, SEE DETAIL F, SHEET 4 2.875" C" 1.15" MIN. O.C. O 0 0.312" 0 .375 °4 MIN. STANDARD CLIP 8083 -T6 ALUM. TOPVIEW 5.5000 2.250" 1 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 1.15" MIN. O.C. 0 0 0.312" 0 .125 " --- .740" Ii 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0 OFFSET CLIP 6063 -76 ALUM. TOPVIEW .375" .375" 3.000" 125° U -CLIP 6063 -T6 ALUM. X SECTION �-I H-.125" T 2.000" i U-CLIP 6083 76 ALUM. USED FOR ALL 1" X 4" MULLIONS. SHEETS 10 & 11 TOPVIEW TABLE D TABLE C .125" irrirrzAtemirrriiirrrirrrirrrrr rirrirrreziezrrri 2X5 ANGLE CLIP 8083 -T8 ALUM. X -S ECTION 5.000" 0.312 "-53 0 0� o 2X5 ANGLE CLIP 6063 -T6 ALUM. TOPVIEW Dimension Value (In) For Mullion: F 3.887 1" X4" X .125" G 1.000 Aluminum H 2.680 Tube Mullion F 3.187 1 "X4 "X.375" G 0.757 Aluminum H 2.430 Tube Mullion F 2.813 30° Bay Mull F 2.875 45° Bay Mull Mull Dimension (sheet #) POT Part # Mullion Std. Clip Offset Clip U•Clip Angle Clip 1" X4" X.125" (10) 69364 666111 M 6661122M 666241M 666518M 1" X4" X .375" (11) 66610 686112M 6661123M 666242M 866519M 30 Degree (16) 66649 NIA N/A N/A 6665110M 45 Degree (17) .66650 N/A N/A N/A 6665111M F__.375" MIN. .375" MIN. 2.71" MIN. O.0 (BAY MULLS) 3.00" MIN. O.C. (1° X 4" MULLS) At O 1 1 O t`>m z 0 z LU g ES 0 d J U Q 0 J I Ix PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex . iration plate ` `,�.111iIISI, \ oN.( LYNN M( iii ` 4,Z0 •'4GENSF �' -. `'Y <r •R . • •* * No. 58705 • -'0 • A 7111 � w; 913 ti . � „' 1//, ` 0N� A. LYI�IV Ml'LLtA, P.E. FL P.E.# 58705 TABLE E Mull Dimension (sheet #) PGT Part # Mullion Std. Clip ' U-Clip ' Angle Clip 2" X4" X .25" (13) 66602 666261 M 666271 M 6665112M 2" X 8" X .25" (14) 66804 666262M 666272M 6665113M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. .250" .250" 1-2.000" 4.000" 2" X 4" X .25" MULLION 8083 -T6 ALUM. X- SECTION 6.000" 2" X 8" X .25" MULLION 8083 -T8 ALUM. X-SECTION --� 1--- -.125" STANDARD CLIP 6063 -T6 ALUM. X- SECTION CUT HERE TO CREATE F CLIP, SEE DETAIL F, SHEET4 .375" .375" MIN. 3.500" 2.620" STANDARD CLIP 6083-T6 ALUM. TOPVIEW 5.500" CUT HERE TO CREATE F -CLIP, _ SEE DETAIL F, r SHEET4 1.715" MIN. O.C. 0.312" .375" MIN. 4.688" 5.438" L_ 2.820" STANDARD CLIP 6063 -T6 ALUM. TOP VIEW U -CLIP 6063 -T6 ALUM. X- SECTION U -CLIP 6063 -T6 ALUM. USED FOR 2" X 4" MULLION, SHEET 13 TOPVIEW 0.225" 1244" O.C. 1 010 .375" 5.438" .637" MIN. O.C. U -CLIP 6063 -T6 ALUM. USED FOR 2" X 6" MULLION, SHEET 14 TOPVIEW 2X6 ANGLE CLIP 6083 -T6 ALUM. X- SECTION 3.438" 5.438" 5.000" -3.000" MIN. O.C. 0.312" 0— 0 0 2X5 ANGLE CLIP 6063 -T6 ALUM. TOPVIEW .375" MIN. .375" f MIN. 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW 110 0 0 +n z 0 (A z W 2 n a 0 J U z z 0 J 2 1 0 N 1 z 1 1 N 18 (1) PRODUCT REVISED as complying with the Florida Building Code Acceptance No - 1 ! Ex, kation pate fr7W/ r L By 1L .. Miami + ade Produo 1�111tit11'r,J ��t`2`,.• • * No. 58705 of o tl ;.�� •• E OF �. o ��'•. FLOR10? .• & S A. LYNN MISTA rLILIER, P.E. EL P.E.# 58705 • JXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD 72" MULLION LENGTH - SEE FENESTRATION PRODUCT'S APPROVAL L _H SEE DETAILS, SHEETS 2 -3 _-1 SEE DETAILS, SHEETS 2 -3 l NO ANCHOR' isliNINDOW SILL 32° 32 "— —.-1L-MULL WIDTH OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/- -60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32 " +32 +1" =65 ". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01 -60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72 °, OPENING WIDTH = 70 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/ -58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72 ", OPENING WIDTH = 70 ") HAS A DESIGN PRESSURE OF +/ -72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/ -60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X 636 LBS = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) ` 72.7 PSF EXAMPLE 2: MULTIPLE MULLIONS 32" r VERTICAL! MULLION L LENGTH OPENING HEIGHT FOR HORIZ. MULLION 72" MULL WIDTH --I I-- SEE FENESTRATION PRODUCT'S APPROVAL,,,, SEE DETAILS, SHEETS 2.3- -� 1 r i T SEE DETAILS, SHEETS 2-3 L_ SEE DETAIL E, SHEET 3 SEE DETAILS, SHEETS / 2 -3 I 1L— I 38 ", HORIZ. , I I _ 38 ", HORIZ. MULL ..ENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL L THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2 -3/8 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36 "+36 " +1" =73 ". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED, SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -3 /8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0 /-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1 "X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/ -15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION (LENGTH = 108 ", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1 -64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36" +36 " +2 " =74 ", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35- 1/2 "+35- 1/2 " +2 " =73 "). 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8° WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32 " +72 " +2" = 106 ". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION ({p LENGTH = 42 ", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +1- -170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 9B FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/ -64.7 PSF FROM THE VERTICAL MULLION; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL. MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/ -64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 1 z N 1 t m l PRODUCT REVISED as complying with the Florida Building Code pcceptence No 9 rl�lif �r%7 • Oa.(.LYNIV.4l /r ,tip * ; 110.58705 -3 i o i� = � STATE F •' �: `. �pT • fitoR�o�'• ' /,, S,QNpI° A. LYNNIMiILLkR, P.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED 10 0 LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALI RIANGULAR LOADING: PW LOADING OF HORIZONTAL MULLION AL LOADING OF (2) HORIZONTAL MULLIONS PW HINGED DOOR LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. N 0 z z 0 COJ w m 1-- z mi Q� ti. tV N N fX C (00 d z f 1 2 PRODUCT REVISED as complying with the Florida lidding Code eceptauce No E,piratiop Irate !anti r, ado Prod= + of tilt 114 10N L��N Ark, ��:tic •; eNSE • 557°5 140. • _ so II • 511- -i 0 • .......... 4P. ` j/SS'1®I�11�� ;,• A. LYNN MIL11 �E01, P.E. FL P.E.# 58705 /IIL LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALI RIANGULAR LOADING: PW LOADING OF HORIZONTAL MULLION AL LOADING OF (2) HORIZONTAL MULLIONS PW HINGED DOOR LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. N 0 z z 0 COJ w m 1-- z mi Q� ti. tV N N fX C (00 d z f 1 2 PRODUCT REVISED as complying with the Florida lidding Code eceptauce No E,piratiop Irate !anti r, ado Prod= + of tilt 114 10N L��N Ark, ��:tic •; eNSE • 557°5 140. • _ so II • 511- -i 0 • .......... 4P. ` j/SS'1®I�11�� ;,• A. LYNN MIL11 �E01, P.E. FL P.E.# 58705 COUNTY BUILDING CODE COMPLIANCE OFFICE (CCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Embkiingefteagattses PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Maori. Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Mialni Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Huurncane Zone. DESCRIPTION: Series SR-700 Aluminum Stele Hung Window - L,M.L APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1105, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Misfile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement; 'Miami -Dade County Product Control Approved ", unless otherwise nded herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-1018.01 and consists of this page 1 and evidence pages E-1, E -2 and E -3, as well as approval document mentioned above. • Z'he.su jlocymnntipon was reviewed by Manuel Perez, P.E. • •• • • • • • ••• • •• • • •• •• • • • • •• • • • • • • • • • • • •• • • • • •• ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • ••• • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • APPROV NOA No. 07-0322.06 n Date:. March 23, 2011 val Date: June 07, 2007 Page 1 ,PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTM A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 36012 (b) and TAS 202-94 along with marked-up drawings and installation dia gram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FfI. -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per PBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ICI. -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted wider previous NOA d05- 1015.01) ... .. • .. • .. E -1 Manuel Product Control NOA No. 07.0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F 11 -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #OS- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large 1/fissile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FFL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #051018.01) 7. Test reports an 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA 4951018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #051018.(11) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and se=aled by Edmundo Largaespada, P (Submitted under previous NOA #OS- 1018.01) •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • i 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05 /05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacdtc® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their " Solutia Interlayer" dated 03 /04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018M1, issued to POT Industries for their Series SH 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. •• ••• • • • • • •• • • •• • :�._..P.E. • • • • • ••• Product a �? n «; :r NOA No. • 4' Esplratlen Date March 23, 2011 • 0 Approval Date: June 07, 2007 • • • • • • •• • • • .• • ••. • • • • • • • • • • • • • • : . • •• • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • . • • • • ••. • • • • • • • • • • • • • • • •: • • • •• •• • • 0 • ••• • • E•3 •••• • • •••• • • • • • •• • • • •••• •••• • • •••• • •• • • • • ••• •••• • • •••• • • • • • • • ••• •• • • •••• ••• • ••• •••• • •••. • • • • • ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAES ON SHAT 2) A 618' LAMI CONSISTING OF(2) UTES OF 1/5" ANNEALED GLASS WITH A UE0 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. B 6118' LAMI CONSISTING OF (1) LITE OF 1A' ANNEALED GLASS AND (1) UTE OF 1A' HEAT STRENGTHENED GLASS WRIT A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. • C.6118' LAMI CONSISTING OF(2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLENKEEPSAFE MAXIMUM PVB INTERLAYER • D. 7116" LAMI COI4SISTING OF • E 716"8" LAM CONSSTING OF (1) UTE UTELITE OF 311 8' ANNENfD GLASS AND LITE OF 3/1 STRENGTHENED�AN DUPONT BUTACITE OR • MAXIMUM IMF. • F. 7/18' LAMI CONSISTING OF (2) UTES OF 3/18' HEAT ST RENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAR.EXIKZEPSAFE MAXIMUM PVB INTERLAYER. • • G.13 /18' IAI.010: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 8118' LAMI CONSISTING OF f2) UTES OF 1/8'A HEALED GLASS WITH A • . .090 DUPONT BUTACITE OR SAFLEX IK EPSAFE MAXIMUM PVB NTERLAYBi • • H. 13118' LAMI IG: (1) UTE OF 118' HEAT GLASS, AN AIR SPACE AND 818' LAMI CONSISTING OF (1) UTE OF 118'ANNEA.ED GLASS AND (1) UTE OF 1!8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. • L 13/18` LAN810: (1) UTE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6/18' LAMI OCWSLSTING OF (2) UTES OF 118' HEAT STRENGTHEHD GLASS • WITH AN .090 DUPONT BUTACITE OR SAFLIDUKEEPSAFE MAXIMUM PVB INTERLAYER. • J. 13/18' LAMI 1G: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3118' ANNEALED GLASS WITH A .090 DUPONT BUTACTTE OR SAFLEQICEEPSAFE MAXIMUM PVBINTERiAYER. • • R 13/18„ LAMJ 113: (1) UTE OF 1E" HEAT STRENGTHENED GLASS. AN AIR SPACE AND 718' LAMI CONSISTING OF (1) UTE OF 3118 ANNEALED GLASS AND (1) UTE • • OF 3 /18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEMEEPSAFE MAXIMUM PVB. • L 13/10' LAMI NE (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7113" LAMI CONSISTING OF (2) UTES OF 3/18' HEAT STRENGTHENED GLASS • WITH AN .090 DUPONT BUTACITE OR SAFUEXWEEPSAFE MAXIMUM PVB INTERLAYER. • AM. 13(18' LAMI IG: (1) UTE OF 1/8' ANCEAL® GLASS, AN AIRSPACE AND 6118' LAW CONSISTING OF (2) UTES OF 118' AMEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEI/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: ©X' ( 111. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) g. DESIGN PRESSURES: (SEE TABLES. SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASIM E 130042. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. S: TEST REPORTS FTL-4645. FTL -48460, F L4847, FTL- 4848, FTL-4849. FTL -4680, FTL4651, FTL4723. FTL-4957, FTL4908 AND FTL-5003. ANSVAF&PAA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. DEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THE PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQ> 4TS OF THE FLORIDA DID CODE, LENT EDRTON INCLUDNG THE HIGH VELOCITY t� HUPRICAtEZONE (HVH . NOA DRAWING MAP SHEET GENERAL NOTES.-- 1 GLAZING DETAILS_.......... 2 DESIGN PRESSURES....... 3 ELEVATIONS.. »«..._.......... 4 VERT. SECTIONS............. 6 HORLZ. SECTIONS............ 5 PARTS LOST. ._.. _ _ . 6 CORNER DETAIL ........ 7 imelp ISO Oft FX FX lirtoutpt Oar FFXMI 0/116 norm B CHANGE NOTED 317 ADONOTElkADO CUBS TYPEIP ID NOTE 1. OMENS OPTIMA arm* SW AA 129107 10101 OIYTOIONDRIVE NDIWY9, ROWS P.O. KIX UM N KCIII8.R2094 SAL NOTES ALU I . MIME HUNG WINDOW, FACT swop 1 N7SI 1 a 11 ID'"*"' 4040-20 11 /7/1 Robot Oak P.E. PE 09712 Bkulusi 4 __ I L',MIBII • •••••• •••• •••• • • • • •••• • D • • • • • • • • • • • •• • • • • • • • • • o•••• • •• •• •• • • • • • • •••• •••••• • • • •••• ••• • •• • • ••• • •• • • • • • • • •••• • • •••• }}� �+-1/W ANNEALED OR HEAT STRENGTHENED GLASS - 'i•Ir�- (.i{1 -- BOO SOLVnA OR DUPONT PYB INTERLAYFR 118° ANNEALED OR HEAT STRENGTHENED GLASS 8118° NOM. 5/16' LAMINATED GLASS r---► n n r--� 1/Y NOM. GLASS BITE } 6,87.88 or —� +-1/8' ANNEALED OR HEAT 8TRELIGTHENED GLASS .990 SOWflA OR DUPONT PVB INTER.AYER 118' WEND) OR HEAT STRENGTHENED GLASS W18' LAMINATE) AIR SPACE -�- 1/8' ANNEALED OR HEAT STRENGTHENED GLASS® 13/18' NOM. 13116" LAMI IG GLASS W/ 5/16' LAMI ® NOTE LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3N8' WITH NO CHANGE IN DESIGN PURE, aINTER (ALL SECTIONS) Ar3/18° ANNEALED OR HEAT STRENGTHENED GLASS .ILO SOLUTE) OR DUPONT NB INTERLAYER 3H8° AI INEALED OR HEAT STRENGTHENED GLASS 7/1W LAMINATED 7116" LAMINATED GLASS Mr ANNEALED OR HEAT STRENGTHENED GLASS SOI.UTLA OR DUPONT PVB PU ERLAYEG NW ANNEALED OR HEAT 81RENGTHHBED GLASS Mr LAMINATE) AIR SPA E 11W HEAT STRENGTHENED GLASS 13118° NOM. 13/16' LAMI IG GLASS WI 7/18' LAMI fieklass inlet EX norm. oft 1 fJ B n.urc AID IMAM 7DW 6IMlLQ GLABBOLAM&LW R@MBE NO atIN /E71988HEETT arras It TRW 107011011NOLOOrt CRAM NOKOIIIIPL8678 PD. wgitas R01018,fl.3 .8®l GLAZING DETAILS 7u..‘ UAL SINGLE HUNG WINDOW, IWACT VS/My Boar BMm I Fig 1 2 + 11 14"..ss 404020 Robed L alai, P.E. PE 0311P12 Btrmurm • • • • •••• • • • • • • • • • • • • • • ••• • •• •• • • • • •••• •• • • • • • • •••• •• • • • ••• •• • • ••• • • • • ••• • • • • •••• • • • •••• 1/1 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WIDOW TIP TO-TP FRAME DIMENSIONS WINDOW {E IM 63° 68° or 70" 72" GLASS TYPE TABLE 1. 74' 78" A,B,M +600 -80.0 +50.0 -800 +80.O -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80..0 60" • •82" A.B,M +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +79.0 79.0 A,B.M +80.0 X0.0 +800 -80.0 +10.0 -80.0 1131/8" ) A,B,M ® +80.0 40.0 +80.0 -80.0 +79.6 -78.6 +80.0 -80.0 +78.8 78.8 +77.3 -77.3 +75.9 -75.9 u :1'O 53 9!8") C,D,E,F,G,H,L.K.L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +782 +80.0 -78.2 -80.0 +76.9 +80.0 78.9 +75.4 75.4 +74.0 -74.0 -80.0 +80.0 -0.0 +80.0 -80.0 t•• STANDARD VEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION A TABLE 2. BASED ON FLANGED WINDOW TIP TO•TB+ FRAME DIMENSIONS TEST REPORTS TABLE 4. WINDOW HEIGHT _ •WIDTH own TYPE 38 3f8 44" 60 318" 83° 72" 74" 76° 48 • • A•B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -800 +8.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" R B M +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +79.9 79.9 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 • • 58 AMNIA +80.0 -60.0 +80.0 480.0 +80.0 -80.0 +76.9 78.9 +70.0 -70.0 +68.8 -838 +87.8 -67.6 • ,. 831A8" A,B,MA +800 .80.0 +80.0 -80.0 +80.0 -80.0 +79.0 75.0 +68.0 -68.0 +88.7 .68.7 +68.8 -65.5 UP TO 631/8" C,0,E,F,011d0J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 790 +70.0 700 CUSTOM VIEW & RADMIS TOP FLANGE OR IITEGRAL FW1 WINDOWS W/ HIGH SILL OPTIONA BASED ON FLANGED WINDOW TIP TO-TW FRAME DNSIONS WINDOW FRIGHT MOWS BASH HEIGHT (NtX. WINDOW HT. WI SASH • 78" FLANGED AND 78" 01TEGRAL FIN) WIDTH N GLASS TYPE 83 1/8" 1 D,E,F,J,K,L TABLE 3. 171/r I 2211116" 28 318" 333/x' 39 8118" 441x18° 80 3/8" 5513118° +10.0 J .80.0 +:31.01 .80.0 I +80.0 1 -80.0 I +80.0 ( -80.0 I +70.01 -70.0 I +70.0 1 70.0 I +70.0' -70.0 I +70.0 1 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/18° LAMI - (118"A,.090.1/8"A) FTL -4647, 4848. 4723, 4867 B. 816" LAMI - 0/8°A,.0904/816) F11,4847, 4846 C. 8/18' LAMI - (116°HS,.090.1/rt95) FTL.4647, 4848 D. 7/16" LAMB- (3/18"A,.080, 3116"A) FTL4645, 4885 E. 7116" LAME - (3116'A..090, 31118118) F1L-4845 F. 7116" LAMA - (3116°HS,.080, 3116118) F11A845 G. 13118" LAMI $3 - 1/8'48, AR SPACE, 8/16" LAME • ('I/8°A,.090,1/8"A) FTL-4846. 4723 4.1318 LAMB KG - 118'46, AR SPACE. 8118° LAMI - (1/13%,.090,1ATH8) F 8..4846 L 13/18' LAMI 10-118118, AR SPACE, 8118° IAMI -(1I8" .090,1J8"HS) FTL4646 J. 13/18° LAMI KG - 1/8°45, AR SPACE, 7/16" LAME - (3/18"A,.090, 3/16°A) F1L-4849, 4650 K. 13/16" LAME E - VSP6, AR SPACE, 7118 LAME- (3/18"A,.090 3/16118) FTL-4849, 4860, 4158 L 1318" LAME 83 - 118"18. AN SPACE, 7/18" LAMB - (3P1PHS,.090, 3/18"16) FTL- 4849, 4650 M. 13/18" LAMI 83 - WA, AIR SPACE, 5/16' LAMB - (1/6"A,d50,118 A)A FTL -5063 1 I I I "0" MEE1IN0 RAIL ©" MEETING RAIL MEETING RAIL P3A NOTES: 1. pmeows WITH THE LOW SUJLOPTIONARE LIMITED TO POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWERAS SHOWN IN THE TABLES. NEGATIVE DPI PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FR W650OW DESIGN PRESSURES USE THE ABOVE TABLES BYOEDUCTI NG ?FROM THE FLANGED TIPTO- TPFRAME DIMENSK/N6. 3. MAKABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12M MINERIM TO3rMAX8* MLA �® WHT. MINUS SASH H.T. IIIMIOLOOT lam PA FI.i74 BGT Vlsilsb BKM DESIGN PRESSURES ALLMI. SINGLE HUNG WNW, IMPACT 111311 r 11 In...-20 I B Robert auk. P.E. PE C39712 Structural •••• • . • • •••• • •. • • ;.: • SEE DLO • • • TA� E V D r) a ,r. TABLE �% r� TABLE • • • • �� • 631!8' MAX. FLANGED WIDTH 521 MAIL LF. WIDTH al Ar • • • •• • • • •••• •• •• • 1 ••• le •• SEE S •••• •••• TAE • • • • • • •••• •••••) • • • •• • • • • • • ••• •••• • • •••• • • •• • • • • • r SEE DLO TABLE SEE DLO .TABLE 48114• MAX. VENT DLO (ALL) DETAIL A 1/1 B DETAIL B VIEW (STANDARD SASH) E� X e DETAIL D VIEW (CUSTOM SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAL$. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. & SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE 16:ORMATION. 4. SASH HEIGHTS FOR STANDARD SASH mown (DETAILS B SC) ARE BASED ON A THREE OVER TWO FORMAT. mow AIC pc avow FX MAN Now •ails eadeffser 8 tamerte• DETAIL C RADIUS TOP (STANDARD SASH) ' 9=` -rTT • -_i.; P... OPENING • tM314 .1q I SILL SILL 0 0MIKA 407!6" ©131 1V477-U TT?' iii LOW DETAIL SILL MUM Nall 11•31111EXIGI WI 0rmaill IAEA MANv ©iFEAI AI1D81881% V.FN IVERSK84 ma.NOTII&ADO NO1E4. NO CHANGE MO WERT 1 24207 ,0101 NOMMIS..315 P.QlCKMG• MOIL .FLIIZN EIGT Vim* Baia ELEVAT O S LOA SINGLE HUNG WINDOW, IMPACT sa07 I N SI 4 • 11 I 4040 -20 19 Robert L. auk. P.E. PE ia8712 Sbugheal •••• • • • • •••• • • • • • • • • • • • • • • • • ••• • •• •• • • • • • • •••• ••• •••• •• • • • • •••• •• • • • • • • •••• •• • • • •••. • • • • • • • • • • • •••• • • • • • •• •• •• • • • •• •• • • • NDTE MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCXS, (1) IP FROM EACH SIDE OF SASH. MAX VENT DAYLIGHT OPENING NOTE BALANCE PARTS USED A BASED ON SASH WEIGHT 9,10,11,15,18) MAX wcD UTE DAYLIGHT OPENING 2710 INB HEIGHT OUTSIDE MAX VENT DAYLIGHT OPENING LOW SILL + —Z710 & LF. FRAME q Edna PIXIBUCTREVUSW mozni JeiM rll1Y1 Aftgazatt 2330' (LOW SILO SEE NOTE ABOVE SECTION &B (LOW SILL SHOWN) ULTRAUFT ONLY (HIGH SIl) ALTERNATE HIGH SILL arras wow p FZ 1UI&OB Ica pp Nooldow 8 A AOOLF:SEC7T 103 CVNXIVATE GALoapaNEARB .LL NO CHANGE neS8hlieT pie ZINO 1 ton viitimoLosrt Mae as FLI **cm NIM 2011 TRYLIPT ONLY SECTION C-C RADIUS (HEAD DETAIL FLANG�EE VERSA) SECTIONS AL' UsK SINGLE HUNG WINDOW, FACT Robed L t71ed. PE. PE $39712 ettudical t>n aaae o> n0N POP# 80 1838 SCREEN BPLtNE -.135 DIA HARD 81635K 81 SCREEN CLOTH 81818 83 805 GLAZNGCWNNEL .B88Xd�) 8833402 84 1181 88X1.000 PH. BUGLETEK 708X1 87 GLA J9 TAPE,1M8X12.7M81AM 628V1510 88 4051A 84811 B�TTOM RAL (FOGH SILL) 84081 88 4050A ESiLH1GH 81L1) 84080 70 SILICONE,DOW898,�6OREQUN 80 A GLASS, 8118" LAM. vrA 0eO PV6.1rPJ 81 8. GLASS, W1r LAM 118 "4.080 PW,1iW HS) 82 C. GLASS, 8118" LAM, 1APHS,.090 PVB,118"HS) 83 D. GL 406.7118'1411(1APA 080 P1A81/8"g1 84 E. GLPSS, 7118" LAN (118 A.090 P{+8,wHs) 88 R. GLASS, 7118" LAM, 1EHs,.090 ,118"HS) 88 Q CiLAS8,19M8' LAM Ki;1A17i3, AIR SPARE, BM8' LAM. 1AYA.0� PVB,118" 87 H. GLASS,13M8" LMI K3 11818, Am SPACE. BM8 "LA8, (141"40B0 PV6,1ATH 88 LGLAS,13M8'LM0 113118,AIRSPAC 5 /WLAM,(WH8,080Fe1)8HS) 89 J. GLASS,13IW LAM WH$, AR SPACE, 7M8"LA81+1, t31WA.090 PYB 3M8"Al 9D 1. GLASS,13f18"1*1 i(i 118118, JR SPACE,7118°LAN, (3)W4.090 PN8, 81 L. GLASS, 13M89J1M 1G 1APH8, A8i SPACE, 711$9J M, 8118,.080 PU8,3116148) 82 RL GLASS, 13M8' 18, W JRSPACE. BM8' LAN. (1)8°A. P1 ,143" • • •• • • •••• • • • • • •• • • • •••• •••• • • •••• • •• • • • ••• ••• • • •••• • • • • • • • ••• •• • • •••• • •• • •• • ••• •••• • •••• • • • • • •• •• • • • FLANGE FRAME HEAD 84012A, 8083 -T8 • O FLANGE FRAME JAMB 84004, 006345 USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL NORA, 8053HD -T8® 1*--- 2784 —+{ 0 FLANGE FRAME SILL (LOW) 84003C,8083 -T8 i� -1.451 1T (� SASH STOP 84028.8083 -T5 T 1.707 V SASH TOP RAIL V 84008, 1$-T8 ►�- 2784 --y 8 FLANGE FRAME SILL (HK t) ti / 848584,8083 -T8 TiraeF APIs 1j1 ^ 1$110 I j 17 SASH TISTOP COVER 84053,8083 -T8 0 SASH BOTTOM RAIL 0. W) 89007, 608348 (, SASH BOTTOM RAIL 001314) JJ 89051A, 8083 -T8 VIEW D-D VIEW E-E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION — 11.166I -. 1 31 SASH SIDE RAIL 84008,8083 -T8 —45--g1- e78 1.0961- T 8 GLAZING BEAD 7/16' *0222.8 -15 • 1.115_1 -►)T (� GLAZING BEAD. 71166 ��::JJ KEWC, 6083-T8 (UM W7 WILL KIT) .878 toes-1--.4 0 41 GLAZING BEAD, 5/16" 840398, 600345 650—o-1 478 1.098 1 • i 0 42 GLAZING 5/16" 840446, 8633-75 (US WI GRILL KR) n GLAZING BEAD, 13116' IG ��:: �J *4007. T6 Moe WSW 8 X AP FIC 1!8608 S aniow A ANOUVRAOB MAIM/ALM 1P THISSHE8T 2634/ ■".it 7: 3015 NOIg1M6,R3eT4 DORUSIONS & FRAIL CORNER DETAIL ALULL SINGLE HUNG WINDOW, IMPACT 8»7a j Hof I7 s 11 J 4oro-20 B r RoheelLGukP.E. PE #31712 Sinsaiural •••• • • •••• • • • • • •• • • • •••• • • •••• • •• • • • ••• • • • • • • • • • ••• •• • ••• •• • ••• •••• • •••• • • • • • • • • • • ANCHOR QUANTITIES FOR 1H FLANGED WINDOWS TABLE 5. WIDOW HEIGHT SUBSTRATE: - ANCHOR TYPE: WA/DOW GLASS 2.1 yt0DTH TYPE C,D,E,F,G, 1 KAKI 1,2 • 8.125 • • 24JXD • 28.803 1 N -8 34.603 40.603 48.603 52.603 86.803 84.603 78.000 z N 0 O Z N 8 r8' N8 0 1 U U Nom$ a N 8 1 1 1 1 1 1 1 1 1 1 1 1:1 1;22;21'22'2222.222222,2 1 1 1 1 2;22:22,222 AMA 1 1,2 11 1 1.1 1 1'2 1 ;1 1 1 1.2 2.2 1 12 C,O,E,F,G, 1 H,I,J,K,L 1 2 1.1 1 1;2 1.2 1 1,2 1 1 1'2 2:2 1 12 1 1 1 22222:2 1 1 1 2'2 2;2 2.2 1 1 2222 1 22 1 1 2:2 2,2 1 1 2,2 2.2 1 1 1 .1. 1 1 1 1 2.222222:3 1 22 1 3:3 1 22 1 33 1 1 2,2 2 2 2:2 1 1 2'2 23 1 1 22 2.2 1 1 1 a'3 22 23 1 33 1 2 :2 1 33 ABM 1! 1 11 1 12 1 12 • 32.000 • • C,D,E,F,G, 1 H,I,J,K,L 1:2 1 1;2 1 2.2 2,3 1 :2 1 12 1 1 12 2.2 1 1.2 1 1 2:2 2 :3 1 1'2 1 1 2222 1 22 1 1 1 232322 1 1 2 2 2:2 1 2.2 1 1 2223 1 1 232'3 1 2 2 1 2 2:333 1 2:2 1 2;2 1 2;3 1 22 1 2:3 1 3,3 1 22 1 3 3 1 1 2.2 3 3 2 1 1 34323.3 2 3,4 i 33 1 4'4 AB,M 1 1 2 1 12 1 2,2 1 2 3 1 1■2 1 1 222:3 12 1 1 1 2;3 2 3 2 2 1 1 232:3 22 1 1 2,3 3.3 1 1 223,3 1 1 1 3.43;233 1 34 1 33 37.000 C,D,E,F,G, 1 H,I,J.K,L 2,2 1 12 1 22 2'.3 1 1:2 1 2 2.323 1 22 1 2 1 2.3 2 3 2:2 2 2 2 3 2 3 1 2.3 2 2 2:3 3 4 A,B,M 1 22 1 12 1 22 1 23 1 1.2 1 23 2 2.3 1 22 1 2.3 2 1 2 3 2 2 2 23 2 2 :3 1 2.3 2 23 1 2 2.333 2 2 3:4112 3 3,3 2 1 2 3:4 3 3 3,4 2 36 1 33 44 2 4.4 2 1 2 3 ;4 3 3 3'4 1 33 2 4 4 40.000 PSF79 C,D,E,F,G, 2 H,I„I,KL 212 2 1 2 2 22 2 2 3 2 2.2 2 2 232,3 2 22 2 2 2323 2 23 2 2 232.4 2 23 2 2 3 3 3.4 2 2 3 2 34 2 35 2 33 2 34 AB,M 2 212 2 2 1;222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 232;22.32 ,3222.3232.323242,33;33.42:33.4 2 2 2 3 5 3;3 3.4 2 4 5 2 4.5 2 2 3'3 4 4 2 2 3:3 4;4, 44.000 PSF 79 C,D,E,F,G, 2 H,I,J,K,L 212 2 22 22 2 23 2 22 2 2 2323 2 22 2 2 3'3 2 4 2 23 2 2 3 3 3'4 2 23 2 2 3.3 34 2 23 2 3:4 2 3'5 2 3,3 2 34 AB 2 ,M 212 2 2.2 2:2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 23222' 3232 ,23,32.42.33334233:33:4233.4 2 2 2 3:5 3,3 3.4 2 46 2 45 2 3:4 2 34 2 4,8 2 45 48.000 PSF 79 79 C,D,E,F,G, 2 H,LJ,K,I 2 2 53.125 A,13,04 2 22 PSF72 2 2 2 2;22223 2 2 2 2:2222:3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 212 2;3 3 :4 2.3 3:3 3:4 2.3 3,4 3 4 2,3 3 4 3.5 3 ;3 34 3 5 3,3 4,5 4.6 3,4 5;5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2,2 2:2 3f4 2;3 3!3 34 2 3 3:4 34 2:3 344 3:8 3'3 3.4 3;5 3.3 4'514 8 3.4 55 C,D,E,F 3, , 2 HjJ.K,L 2 22 2 A8M 22 2 22 79 79 2 2 2 3 3 22232`2 5:8 2 2 2 2 3 2I2 213 2;2 4,5 2 2 233:4 2 2 2 :3, 3?4 2 2:3 23 2 2 3:4 3.4, 2 2 3,4 3.4 a 233 2 23 2 3 3:4 34 2 3 3,4.314 2 3;3 a 3.3 2 3 3'4 3:5 2 3 3,4 3.5 z 3;3 2 3;3 2 4`4 2 44 48 3 4;5_ 2 3:4 2 3,3 3 4.6 2 4:5_ 3 4'8 3 4' 8 2 3:4 2 3:4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -11/F ELCOTAPCONS 2 -114" ELCO884 CRETE -FLEX 3- #12SCREWS 2. ANCHOR L.00ATIONSARE BASED ON THE FOLLOWING DNENSIONS. HEAD -181/2' MAX FROM TOP CORNERS JAMBS -17IW MAX. FROM TOP CORNERS 18' MAX. FROM BOTTOM CORNERS 9' MAX BELOW MTG. RAIL S8L- ANCHORS NOT REQUBED 3. INSTALL PER THE ADJAOENT TABLE ANCHOR QUANNTES USING THE DIMENSIONAL CRTERIA OF 1107E 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FH4 OWENSIONS ARE 1' LESS. S. BSI GN PRESSURE UMTATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD TALICRED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX PSF tDP LMMFEDD 4!8 HEAD 2 JAMB ABOVE 2 a Para RAL JAMB BELOW MTG. SAL (FULL DP) 2 MAO JAMB ABOVE MTG. RAL JAMB BELOW MTG. RAIL 2,3 lira. OW* DM P 11/33 0 w.npa aar wrr< FJC cololOCHMORThit MET '" ° MOH J.{L MKT 1 WGGN4®�AALmESS�la BYBIz RPM •amore Pba@7► T4j Jlasas ANCHORAGE SPACING, 1/31 WS AIM SINGLE HUNG WINDOW FACT await woo 1 NTS 1 lan 8 • 11 I 41040-20 B •••• • • s • •••• • • • • • • • • • • • • • • • • • • ••• •• • • •••• ••• • • •• • • • •••• •••• • • • • •••• • • • •• • •• • • ••• • •••• • • •••• • ••• •••• • •••• • • • • • ANCHOR SU9STRA QUANTTTES FOR STANDARD VIEW AND RADIX TOP FLANGED WINS TABLE :. WINDOW HE113 ff 29.655 EEEEEEENIEE.IFEEEIELTEEEEE 37.155 44.656 52.156 55.655 57.155 74.655 78.000 WIDOW GIABSTypE • C,D,E,F,O, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.128 H•LJ''L 111.1112221222.22.122222222 2;2222,22'22,23,2223;23.22'232 ABM 1 1 1 1 1 1 1 1 1 1 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1.11.1 1 1 22212.22,22'12;22:2222'2 2 :22:22.22:22:23 "2223.232223'2 78 • C,D,E,F,O, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 HJKI- 111111122112 :2222.22?2222, 2222 .22.2323.22.23.23222323:2223'2 AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 111 1:11.1221.1 2.22:2222:22,22; 2222' 22:2323 :22,23:23.22:232322.23.2 • SI 17 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 •32000 HAJ,K,L 111 1 1 171 2.22'22:22.322223;32;2 3. 33:33233313223;3433.24343.3.243 • ABM 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111 1 1 111 2 :222222 :322223:322333 .3323;33.32'23:34332434.3324;3 59 67 79 C,D,E,F,O, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,1JKL 111111(1212222'22;92.22'33'32 :2333333433:332334332434.43.243 AB,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 1 1 111 212 2 2 2. 223222:` 333223333334.33332334332434 ,43243 P8 611 79 62 79 C,D,E,F,O, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 HI,J,K,L 111 111 111 iii 2 2 2.22. 3223. 3332:23 .34.33343333.3434.43.343443'363 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABMt 111 111 111 212 2 2 2'22.32:2.3.33'32.2334.33 :34.33:3334:34.43,3434.43353 46 79 513 79 79 C,D,E,F,O, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 MOO- 111 11 1111212222123322333.42,33.34 .4334.34:4334194'4334 :34:4335 :4 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A B,M 111 111 1-11 212 2 2 2 2 3.3 2.2 3;3 3 4 2;3 3.3 4.4 3:3 4!3 4.4 3;3 4 3 44 . 313 4:3 4.4 3:3 514 43 74 If 74 76 79 C:,D,E,F,O, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L T 1 1 111 212 2'2 2'2 313 3.4 313 313 4 :4 3:3 4;4 4.4 3:3 4`4 4.4 4',9 6:4 4.4 4.3 5 ;4 A,B,M 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111 171 1 1 212 2:2 2;23.33;43: 3934!43 ,34.44.43'34,44:4435.4444:35;4 41 87 46 67 C.D,E,F.O. 2 ©©_2_ 2© 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 63126 HIJX L 1 1 1 1 1 1 2 7 2 2 2 2 3 3 3:3'3 3 4'4 3 :3 4 4 4':4 3 3 4;4 4.4 3:3 4•4 5'5 4`3 5:4 5.5 4 3 5 :4 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 ABM 1111111122222273:33,34.43:34 :44;43.34 :44.4334.46,44';35,46144'36'4 ..Mgr O. owl* Dix FA WOW meow names Adam IP 110Wibt Dar Seals FA laaa A ANCHORAGE NOTES: 1. ANaIORTYPES: 1- 114 MOO TAPCONS 2 -114 ELCO SS4 CRETE-FLEX 3 -412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING HEAD -181PP MAX FROM TOP CORNERS JAMBS -17 VT MAX. FROM TOP CORNERS 15' MAL FROM BOTTOM CORNERS r MAX. BELOW MTO. RAL SILL - ANCHORS NOT REQUREO 3. BOBTAIL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DBAENSIONAL CRITERIA OF NOTE 2 AABLE WIDTH AND HEIGHT DION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 8 d PREP LIIBTAT SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WIMP* QUANTITY OF ANCHOR SHOWN IN BOLD. OTHER, THE MAXIMUM DESIGN PRESSURE FOR 'DE RESPECTIVE 82E AND GLASS TYPE IS AVAILABLE A TABLE KEY: MAX PSF (DP LISTED) 117 newer sum HEAD 3ca••pl�t•IipralldM JAMB ABOVE 313 Z+�i MTG. RAG., JAMB BELOW MTG RAL (FULL I 1 D 2 HEAD 2 JA /413 ABOVE 2; 2 MTG. RAL JAM JA MTG. RAL d+ eraaza� laagro�>re"°° a°5 MDt7ai18as?�T P.0.101140 Bair Warbfr Hemet APICIVRAGE SPAC STANDARD VIEW ION. SINGLE HUNG WINDOW IMPACT arm INMI 9 r11 I 404940 r8 L * P.E. PE533712 Striatum' •••• • • • • •••• • • • • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • •••• •••• •••• ••• • • • • • •••• • • • •••• •• • • • • • • •••• • • ••• • • • • • •••• • • • ANCHOR QUANTITIES SUBSTRATE - ANCHOR TYPE: ,--.."--#3 ABOVE MEETNG RAIL (HEAD & JAMBS). CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WNIDOW HEf4HT MKS SASH MIGHT PROMTABLE 8. 17.125 22.668 28211 33.754 39298 44.839 50.382 65.925 •+ U TQ� to Z� G U Z"..Z� 0 p Z to Z� 0 �a Z.. to O UIV � N0`�QIS v 7t�Q 0 t1 Z NQ U QZ -V 0 $Q NC7'ta4Tj Z•+(oa D UU NUP QL U p Ca W W i WIDTH ID TYPE • 18.125 D,E,F,J. K.I. 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 •14.00 0 • 0, 2, F, J .111111111111111111111111 KL 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 •• Q 0 Is 32. D.E,F,J, KL 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 6 III 37.000 • PSF 79 2 1 2 2 2 2 3 2 F 3 D,EFJ KL 1 1 9 1 1 1 2 2 1 2 2 2 9 3 2 3 2 3 1 3 2 4 2 3 1 3 3 2 4 1 3 2 4 2 4 1 4 2 2 1 2 5 2 44.000 PSF N 79 18 79 79 21212 2 2 DK,L 1 1 31313 41313 2 51314 3 3 4 3 4 4 3 4 4 3 5 4 41 5 5 4+ 8 1 2 2 3 . 44.000 PSF 79 73 78 79 7T 79 79 79 2 212 D,K.L 9' 1 1+ 2 2 41314 51314 3 3 4 4 4 3 5 4 3 L 5 2 5 2 4 1 3 S 4 2 2 8 2 3 4 +8.000 PSF 78 79 70 79 79 71 79 73 78 D,E,F,J. KL 2 2 2 2 2 2 2 2 3 2 3 3 4 2 4 2 4 2 51 2 4_ 2 5 3 5 2 4 2 6 3 5 2 4 2 1 8 3 8 2 5 2 6 1 1 1 2 2 Z 3 83.125 PSF 71 79 53 71 79 84 74 80 77 49 69 U.K.'. KL 2 2 2 2 2 2 2 2 3 3 2 3 2 3 2 4 3 4 3 5 1 2 4 3 5 3 8 2 6 3 8 3( 6 2 5 3 7 3 8 2 5 3 7 1 1 1 2 3 4 ANCHOR QUANTITIES SUBSTRATE. — ANCHOR TYPE.--, AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOVIM BASED ON SASH HT. TABLE 8. SASH H61GHT 12.1($(17'6 15.778 18.778 21.778 24.776 27.776 30.776 31.106 (zQzyy UgQ (�Q�j WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 `3 37.000 79 2 1 2 2 2 2 3 2 F 3 3 2 3 3 3 3 3 3 3_ 4 3 3 4 3 4, 40000 74 21212 2 2 2 31213 31213 31313 41313 41314 41314 44.000 N 78 21212 2 2 2 3 213 31313 41313 41314 51314 51314 48080 8.4 ' 72 79 2 212 2 2 2 3 213 413'3 41314 41314 51314 51314 53.125 73 58 B8 72 2 212 2 2 2 3 313 41314 41314 51314 51315,51315 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- 914 ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 -812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 18112' MAX FROM CORNERS JAMBS -17 VY MAX. FROM TOP CORNERS 11112" MAX. ABOVE THE MEETING RAIL 6' MAX. BELOW MTG. RAH. 16" MAX FROM BOTTOM CORNERS GILL - ANCHORS NOT REQUIRED ADETERMINE THE ANHCOR QUANTRES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSICNIAL CRITERIA (W NOTE 2 USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. ,t�ll AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW AD WINDOWS ARE 12 928' MIN. TO 3r MAX. IL TABLE WIDTH MD HEIGHT DINEIISION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1'LESS. 6 pESIGN PRESSURE LIMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAX NUM DEMON PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE T. KEY: 11 AX. PSF (DP LMTEDI HEAD JAMB ABOVE we RAIL 112 2 (FULL DPI HEAD JAMB ABOVE um RAIN.. 2 4 A TABLE 8. KEY: PAUL PSF (DP LMTED) 112 JAMB BELOW 2 M1TG RAIL •wd3r Orr *Mil= FA 11/11926 1 OSINEMERWormtcworreila XC 1N86G8 •A AVOHANGE710886207 F..K 7A1103 J.6 A3 8 PA .03 1E® 04 era ANCHORAW SPACWO, CUSTOM VIEW ALA SINGLE N d WMN IOW, FACT Visibtfr &lief zoo Mrs! 10 • 11 rut". 40020 111 • • • • • • • • • ••••• • • • • • • • •••• • • •••• • • • • • •• • • • •••• •••• • • •••• • •• • • • ••• •••• • • •••• • • • • • • • • EXTERICR INTO ALL HEAD AND SILL DETAL ) 336 KM MIN. co CXtETE 1 & NgTE )4 • .':'.! 1318'MM..U4TAPCON/B3 1.3/4 MIN.. IW CRETE-FLEX QPTIONAL BU 1x • • WOOD BUCK •••••(PEEMO-1E4) •• •• • • •••1 • • •••• • 1/4* MAX SHIM WOOD ANCHOR (SEE NOTE 2 &3)) DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1/4 MAL SHIN 338 KSI MIN. CONCRETE , OR 1.8 KSI MIN. CMU !� 1x BUCK OPTIONAL WTRi soup =CRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)A (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 114 SHOW A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY. USE ONLY MIAMI -DADE COUNTY APPROVED 114' ELCO TAP CONS OR 114'834 CRETE-FLEX MINIMUM DISTANCE FROM ANCHOR TO METE EDGE IS 13/4 . 2. FOR WOOD APPLCATIONS 84 IMAIAleADE COUNTY. USE#12 STEEL. BREWS BE) OR 1/4884 CRETE -FLEX 3. FIAT HEAD ANCHORS. WHERE REQUIRED. MUST HAVE E12 TRBARTH. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ONTWBS PAGE AS 1x ARE BUCK WHOSE TOTAL THICIG ESS IS LESS THAN 1 112*. 1x WOOD BUCK ARE OPTIONAL IF MIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCK DEPICTED AS2xARE 11 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS KS TO BE ENGINEERED BY OT ERS OR AS APPROVED BYAU HORRYHAVING.8UREIDICTION. & FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL MAMN1NUM STRENGTH 01 6083-T6 AND A MINIMUM OF fir THICK. THE ALUMANNM STRUCTURAL MEMBER MALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SMEAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#'I2steer METAL SOREW WITH FULL ENGAGEMENT INTO THE ALUMINUNL IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORTAPCONS MAY BE USE A FLANGED FRAME fNE4T MAY BE SUBSTITUTED FOR AN MORAL FIN FRAME CO4 ONENTFORMULL.ED APPUCATHONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT 13 EXc EPTABLE TO REMOVE THE FIN AND TOT E MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. UL ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS. INCLUDING BUT NOT LM ITEDTO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 26.6.4 (84UPPLEM134T ). WOOD ANCHOR, FH BELOW MEETINGA RAIL (SEE NOTE 2 & 3) .131 *DIA.IKEA x 21 NAIL. AT CORN AND S' aC. ALTHM TALL Ale DETAILS) MEM WOOD FRAME .131I3IN MIN. x 2112' NAIL. AT CORNERS o.c. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE es DETAIL G, (SILL) 1/4 MAX. SHEA +-WOOD FRAME rr.. i y�:. =KT= A8T4 FIGT ANCHORAGE DETAILS ALLML SINGLE HUNG WINDOW IMPACT wan I M8i 11 r 11 raw‘ 4114o.20 BUILDING CODE COMPLIANCE OFFICE «4CCO) PRODUCr CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MWHi -JMDE COUNTY, FLORIDA METRO DADE FLAMER BUILDING 140 WEST FLAGLER STREET, REET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/bufld1ngeode PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the ART (iii areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD 780" Aluminum Sliding Glass Door — L.M.L APPROVAL DOCUMENT: Drawing No. 8100 -11, titled "Alum. Sliding Glass Door, Impact ", sheets lthrough 23 of 23, dated 05/01/07 with revision A dated 11/08/07, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0607.02 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P.E. •• ••• • • • ••• • • •• • •••• • • • • •• ••• •• • ••• • • • • • • • • • • • • • • •• • • • •••• •••• • • • ••• • • • • • • • •• • • • •• •• • •• • • •• ••• • • • • • • • • • • • • • •• •• ••• • • •• • • • • • • • ''� -6.i ••• ••• • • • • • • • • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • NOA No. 084202.11 Expiration Date: August 02, 2012 Approval Date: March 18, 2009 Page 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8111 11, titled "Alin, Sliding Glass Door, Impact ", sheets 1 through 23 of 23, dated 05/01/07 with revision A dated 11/08/07, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Tent reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 Along with marked -up drawin and installation diagram of aluminum Sliding Glass door, prepared by Architectural Testing, Inc., Test Report No, ATI- 8124.01- 441 -18, dated 11/13/08 respectively, signed and sealed by Joseph A. Reed, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94, 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 5618, dated 06/21/08 and FTL -5619, dated 07/07/08 respectively, signed and sealed by Carlos S. Rionda, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 5254, dated 05/17/07 and 141. -5273 dated 05/07 /07 respectively, signed and sealed by Carlos S. Rionda, P.E. (Submi#ed under previous NOA # 07- 0607.02) •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • E -1 Ali.. Jaime D. Gascon, '`.E Chief, Product Control Division NOA No. 08-1202.11 /ration Date: A , ,,, 02, 2012 Approval Date: March 18, 2009 EWE NOTICE OF ACCEPTANCE: EVIDENC UBMDM C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by manufacturer, dated 11/26/08, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER'1'WICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNennours at Co., Inc. for their "DuPont Sentry Glass n Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB, InterIayer" dated 01/05/06, expiring on 12/11/10. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 4. Notice of Acceptance No. 08. 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, dated November 26, 2008, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated November 26, 2908, signed and sealed by Lucas A. Turner, P.E. 3. Laboratory compliance letter for Test Report No. ATI- 8124.01- 401 -18, issued by Architectural Testing, Inc., dated 11 /13/08, respectively, signed and sealed. by Joseph A. Reed, P.E. 4. Laboratory compliance letter for Test Report No(s). FTL -5618, dated 06/21/08, FTL -5619, dated 07/07/08, FTL-5254, dated 05/17/07 and F'1'L -5273 dated 05/07/07, issued by Fenestration Testing Laboratory, Inc., respectively, signed and sealed by Carlos S. Rionda, P.E. (Submi#ed under previous NVO4 # 07 -06]17.02) G. OTHERS 1. Notice of Acceptance No. 07- 0607.02, issued to PGT Industries for their "Series SGD 780 Aluminum Sliding Glass Door (Reinforced/Non- Reinforced) — Impact ", approved on 08/02/07 and expiring on 08/02112. .• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • •••• ••• •• • • • •••• • ••• • • • • •• • • • • • • • • •• • • • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0 •• • • E -2 V fine D. Gaston, P. . Chief Product Control Division NOA No 08-1202.11 Expiration Date: August 02, 2012 Approved Date: March 18, 2009 GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T s TEMPERED FM 4 HEAT STRENGTHED A m ANNEALED INTERLAYER TYPES • a .090 DUPONT SENTRY GLAS PLUS ga _ .075 SOLUTA YANCEVA STORM plina • .090 DUPONT BUTACITE PVB men Q .090 SOLUTUI SAFLk-X W8 • • • • 1,9 - 7/18" LAM /: (1) UTE OF 3/1i' A GLASS AND (1) UTE OF 3118" j�5 GLAS$ VW AN .090 OR .075 INTERLAYER. • • 7118 LAMI: (2) UTES OF 3715" HS GLASS MATH AN .080 SCE DR ,075 SVm 1NTERLAYER • 50- •7(18" LAMB (1) LITE OF 3(18" A GLASS AND (1) LUTE OF 31137 MGIASS VIV ANI.090 DBPVH OR M.R. INTFRI.AYER. 7,9+6/18° LAfNL (1) LITE OF 114" 14 GLASS AND (1) UTE OF 1/4" W/ AN .090 SOP, OR .075 SVS !N1 ERLAYER • • 8,10 -9118° LAMI: (2)11TES OF 1/4" HS GLASS 1.19 AN .000 CR .075 SWS INTEHRLAYER. • 11, 12X9118" LAMI: () LITE OF1(4'RGLASS AND (1)11TEOF 114 "H6GLASS W/ AN .90DBPVSORSSP4BINTERLAYER • • • 1 tat 1110 " .LAM) ,G. 3/18" 7 EXT. CAP + 318" AIR SPACE + 7116' LAM/: (1) UTE OF 3(16' A GLASS AND (1) LfTE OF 3716" if� GLASS I V/ AN .090 OR .075 0REl0AYER. • 1tf 12-1 1/18° LAMI ,5. 3/18' T EXT. CAP + 318" AIR SPACE + 7/16° LAi3I: (2) UTES OF 3/18° n, GLASS VW AN .090 OR .075 1NTERLAYER. • 7�1 -1 1/1 @" LAM/ jG, 3/18° T MXT. CAP • 318" AIR SPACE + 7 118' LAW: (1) LITE OF 3/I8` A GLASS AND (1) UTE OF 3/18° HS GUM WV/ AN .090 • • y41, '1 1119" LNG ,G. 3(18 "Tact CAP + 6/16" AIR SPACE + 8/18" LAN /: (1) UTE OF 1/4` 9 GLASS AND (1) UTE OF 1/4" MI GLASS YYl AN .080 •••• • Van - 1 MS' LAW7 G, 3(18 "TEXT. CAP + 6/18" AIR SPACE + 9/18' LAW: (2)1TE3 OF 114" H) GLASS W49 AN .090 SGP OR .0761N INTERIAYI • • • 23.24.1 1118' LAW 0. 3115" T EXT. CAP + 5/16° MR SPACE + 9/10' LAM: (1) LUTE OF 1/4' A GLASS AND (1) LITE OF 1/4" GLASS WI AN .090 • • • • • Z5? ! -1 1114° LAIR G. 1/4" j EXT. CAP +5/18" AIR SPACE + 7/18° LAN!: (1) UTE OF 3(18' A CLASS AND (1) UTE OF 3/18" GLASS %WAN ADO OTiI LAYER. • • .161 .1 1/18° ).P W /3. 1/4" I EXT. CAP + 5/18" AIR SPACE + 7/18' LAW: (2) LITES OF 3/18"�Na GLASS W AN .090 §E OR . 78 INTERLAYER. • • • • 19,30 -1 1/16" LAJ81 ,0. 1/4" j EXT. CAP + 5/18" AIR SPACE + 7/18' LAM/: (1) LITE OF 316' a GLASS AND (1) LITE OF 3/18° NaS GLASS WI AN .090 DBPV@ OR ENTER AYER. • • 3413.1 1 8" 1/4 "TEXT. CAP + 114° AIR SPACE + 9718" LAM!: (1) LITE OF 114" A GLASS AND (1) LITE OF 1/4" GLASS VWAN .090 fie 011 .078 1§ YER. • • • • • 3?•TG -1 9116" Q 1/4" I EXT. CAP + 1/4° AIR SPACE + 9116° LA E (2) LITES OF 114" j (GLASS W19 AN .090 se OR .078S1n' INTERLAYER • 95 3801 1 16" .G 1/4" j EXT. CAP + 1/4° AIR SPACE + 9118" LAMI: (1) LITE OF 1/4° A (GLASS AND (1) LITE OF 974' WI AN .090 Rim ORSSPVB INfERLAYX9i. . DESIGN PRESSUR- • A NEGATIVE DEMON LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AS7111 E 190002. S POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTER E 1300.02. 3, ANCHORAGE: THE 881/3% STRESS INCREASE }}L1AS NOT BEEN USE0 IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UNITED TO STEEL SI M S, THAT COME INTO OONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4 THROUGH 13. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 5. REFERENCES: TEST REPORTS FTL -5254, FTL43273, Flt -5618, FTL•3819, ATI- 81241.01-401 -18-81 ELCO TEXTRON NOR: 07 -0425.01, 034226.05, AN89AF&PA NOS -2005 FOR WOOD ION FaTRUCTION AND ADM -2006 ALUMINUM DEIGN MANUAL 7. 11413 PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF ME FLORIDA BU+LDING CODE, 2007 EDITION INCLUDING THE NIGH VELOCITY HURRICANE ZONE (HVH2). 8.1100R SIZES MUST BE VERIFIED FOR COMPLIANCE WVRH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS: STRAIGHT DOORS • MAXIMUM 4 TRACKS SY 10 FT. (120") HIGH %MTh A MAXIMUM OF 51ONT 5 FT. NOMINAL. VIDE DOOR PANELS. INSIDE OR OUTSIDE CORNER DOORS - MAXIMUM OF 4 TRACKS BY 10 FT. (120") HIGH WITH A MAXIMUM OF FOUR 8 FT. PANELS EACH SIDE OF CORNER. SEE EXAMPLE ELEVATIONS, SHT, 13 AND PANEL DURATIONS SW. 14. • • • • •• • • • •••• �..i:.E OR aftaINTERLAYEK. .076 (NTERLAYER. OR INTIER AYER. •••• • • •••• r OR X X0, OX. XX ' ! / 1 1 ;1 OXO OXX, OXX, XXX 4 ! 1 / O 0, XXXO.0)DOL, XXEG( / f' 1 / \. / 0730(0, X70000, COODI L, X30001 !' G r 0730(0, X70000, COODI L, X30001 !' yh \. / NOA DRAWING MAP met GENER NWTS3.... »» GIA21NO DETAILS ....... »°2-3 DESIMst ANC1f0RA"..... +4.3 AT10N8. ».» "1 15 V RT. SECTIONS.. 15.17 NORM EGCTIONS..,. ».. »18410 PARTS U$T. ». »21 ®CTRUSIONS. 22-23 • • • • • • • • • • • • • •• • •••• • • •••• ► •• ► • • • • • • • ► • ► • • • ► • •• •• •• • • • ► • •••• •••• • • ► •••• •••• • •• • • • ••• 1 •• 1: ► • • A •••• • • • • •••• PSFAM Stir VIS GLASS ick SGPORSsets 3!18° H8 GLASS 7(18° NOM. 7/16" LAMI GLASS TYPES 2 & 4 EMIR 3118" tE GLASS C6D gglaS WA PM OR sila$vs 3118" GLASS 7118° NOM. .8i" NOM GLASS BITS ►mow' A7/16° LAMI GLASS TYPES 1 3, 6 & 6 GLAZING TYPE OPTIONS KEYS: (GLASS TAPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRS'IGTHS - T =TEMPERED HS @ NEAT 8'TREN GTNED A • ANNEALED IfiTI'ERLAYER TYPES - SGP • .090 DUPONTSRNTFRY GLAS PLUS .078 MAIM VANCEYASTORM DEWS • .090 DUPONT BUTIAOIT= IS $SPVU •.080 SOLUTIA $AFLUXM 1/4 "agGLASS .08O W.OR,O, SBS 1I4" ig GLASS 8118" NOM. .fir NOW GLASS BITE Avis" L AMI GLASS TYPES 8 & 10 ROMA lifi GLASS .09 EMS INA SOP OR El SYR 1!4- AGLASS 8118° Nell. .slr Noel 4II.ASB 9/16" LAN GLASS TYPES 7, 9,11 &12 LIMA. Tinin PROEM PS t4d•Wgd •••• ' • •••••• • •• 3418°tGLASS • • • 3/8°AiRSPACE • • • • 3118° OR 144° T --4- • • • • 1 1118° NOM, • • • • • • weim 9118 °,$19 .090 woR sIs • • • • •• • • • DID •• • • .88° SOU. GLASS env • • • •• • •••• �••• • 1A iA • • • • 1•••• • •• • • • • • • ••• • • •••• • • • 1 1 /164 LAMI I,G. TES 14, 16, 26 & 28 Wag 3115' VI AO MA Ma NE OR AM SVS 3!1$°e GLASS $88' AIR SPACE 3118' CAR 1i4"T 1 1118' ®1 1/W LAMI 1.0. TYPES 13,15,17,18, 25, 27, 29 S 30 GLAZING T Y P E OPTIONS K E Y & ( G L A S S MOPES ARE PROM 1 S: RIOS 10 MN` OR} GLASS • T@ MIMED HS @ HEAT STRlSGThED A° ASPEALED 81TERLAYEIf'fYPES • SOP * OM DUPONT Sta4TRY CIAS PLUS SNS • :A78 SCUM VAWEVA 8TO?*I DEPVS•.080 DUPONT SUrI TEPvs SZPV0 .A oSOMASAPLEXPAS .l. 1M 1H GLAN IGO re, Oft ,92/ SVS 14'4' Ati wise are' Ant SPACE 3116° OR 1t4° $ 1 6' NOM. .1XP IgO GLASS env ® 1 1116' LAMI I.G. TYPES 20 S 22 1 1118° LAMI I.G. TYPES 18, 21, 23. 24131, 33.35 S 36 MEM 11'4" WS GLASS MORES Efttase.oR AV lir6.MASS 3rb° ANR SPACE 3118'ORlir1 1 1118" NOR PaP them PE. 01 P& •••• • • • • • •••• • • • • • • • • • • • • •• • • • •••• •••• • • • • •••• • • • •• • • • • • ••• • •••• • • •••• �' -- .:::1! :i�•:�irli.+n: ...ajr Land 7/10 AnnElsat yr I or 8113 In0**er st-E. SAO88Fil 00388 INTERLOCK &S1RRIENTE CORNER A TRAc,;, CASTERPU13A131ICIR arr. PER PANEL sJAMB ANCHOR O1Y. ,P-ROOK AN O3 QTY. MEE DEEM. SHT. 1 + Trees: 3 PAHL Wli3m '111111111' NI 1 a r r •I TcT47T >1 11J :, 11111111111'''f' 1111111111.111111111111°, I T1«.1111tlR:i 1113111Q l 1r71l1 le. 111.111111111.111131 nal 1111111113111111 1 i111ii/ MI R EMI OEM z • • 6 Id111r luau* as *m a a. MIME MN KM *ama 11111111A 110111111111 IfE4,019 ` sew ' T r�l� �X T Efr '+ :ti i7 ., � ____�1 L 1 �K'�, arc .�tc�[calt�t�r:.alc�t�r'.�ttt:� ' �I�i'!3�#NM 1rCI1L7 I UNE*' 110111110311101111011 1 Ka 1111111111111.111111U. NM PLUM AT. 111 #> I1I<iNMI= OLIN MIMI 11Ls tIIIII 11 .I• ILA Ilda3ly NIME C 1': iG 111=1 1Cnf1L3IMilt 1 IM21 Caul i[• atami C 1C [ M Mdt itMdl NUNIKINIK1 MIN MI `•111..1 1f. i11A1 1 i iNU�/'�M.0�r 1 i�T•�.�•-•i0 U�•-�••NUM,�s�;�r• r��It� "7' i 1.0 �.• 11�IIlC�• 1�111��: #1•{:�KA>••�F�IR #1�•siR 11 lL.=II i=lt It -' i itt1 G1 1 ['11•' 1ILMt •* C 11 1E=ran gem r 1 i` i 10 1.111>10111aIIM 11EM 1111 Ka NM OM OEM MAI liill11I T 11011.1311.1111 S 1.111 1 , z „ :. 1r .1111't4 j 11111at _ ll1l■1 :>• r.'�n�■IL 111_ 1 1 "Emama o3Lzu Ezit aiim Eat gi i van= reMitlEME 3 t at iL t 11Cz1t 11C.11I1l 111/Mr.111111L. 1011 Oa 'WU11CAMIILA Mil ii• IEiallali [M11.1.13111[k1111811111111 111101IK��:irt�7w11Ei1E1MiRl tl R3ll 1 1 11E:# 13El111111MR 31 tML.0 IC �"Ci�l r� T 7 � :'VII muitztano EN :a F e fir MIA M311=11 mwri 1E2=11 *CM 111.111C1111111 1.11111311 Ir111:1111111 WOE 110111 E7TV:l1SfiF:t3V1 ,`]mil, MFM` 1 ��r'.'.1t alM111 1[ 3tw3i1C , '' Mit= = r” >kL` 3 110111:111 1121 MEE.11111111011 ICSS =7.4.7 111311.01111111111 R 11121111110111113.1L1111011 NUM. ULM • 4i (36) 4r NO) 011 so) PAPEL5 OVER 48' WOE NOT AVAILABLE OVER 08• IEGH 1. MIME PRESSURES IN TABLE ARE BASED ON THE USE OP THE 412' OR5 111" SILL. 2. 'MEN U6SLQTHE 2 314" SILL. Posmva LIP 16 60 PEW MAX. AM WITH THE 3112' SILL, POs1Th/!^ PRESSURES 1813.3 PSP PAW (NEGAT1vE PRESSURES INGHAM `'. SEE TABLE 2A. 3.2 3I4 ", 3 MSC, 411? AI$7 8114° SILL HEIGHTS ARE TESTED FOR INICER INFILTRATOR WHEREAS THE 1618" SILL IS HOUND MUST ONLY BE USED fitietE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING 'KI H THE FLORIDA mama COLE (SEE ADJ cENT OIAGRM,T); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES: 1. N4' ELC° tLTRACOI! (FORMERLY TAPC ON) 2.1/4' ELCO SST CRETE-FLEX 3.012 STEEL SCREW (G5) 5. BEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND Eb►BIEVIENT INFOI6b1A7FDAl 8 E : (SEE ROTE 1, SHEET 1 FOR COMPLETE DESCF0Protis) 1,3. 116'LAMI(W!1M' VP Ele CR r $1[11 107094aft OtarinPOSAWMINCIIM MVP 3 P.Q. B X46 JJOtfGreB, BL B44 DPA GE, LM TABLE f AL1JM. SWING GAS DOOR IMPACT TAe1 4111 Hi vs Pos. DP 60.0 PSF +60.O PSF LsaPr P$ 10m•rdal •••• • • •••• • • • • •• • • • •••• •••• • • •••• • •• • • • ••• •••• • • •••• • .ut 1.1A Lem, 818 AnNH•MwI $GP or8Y81�tt yar GLASS TYPES: 7 9 s • 4 $LLL (H&S) r'f.. y c 71 r $ rt to ASTRAGAL CLUSTER PLUM A +4 OW. PER PANS. LAN" ANCHOR CITY. >P-Hl3OIC ANCHOR CITY. (SEE DETAIL 3H .13) HEIEI 'z ., .5 1 i'rE: +.1, Ua I 111111L414111111111111 k'7 .1 ,. Rl llOMM r !!I[irr■NOQ 1Ati1171 1111111111111EIrvR:1WM �,A:�. 1 �,'yi7�f� t ■•lYF•ir•� 1111 • ��1q;1 Ir+:M ,w!l ��1111 '��i 1� 111111 �++� � iyY Riw Lail �rfY •/ 1.211 .111Y Za :�[+71�•1a�6111•:e.�Y RLe:AII : M Ili, t7�T iT T1 + 1l GI ]11E1Ir [Emt 1E J l; lL WLULMILOilMa nliEla elal +E31 ai a[ 1 Iktal 1E21 Mil L1[ea1 H'L:11R111M3i1■1.11MUM a #u111ltiAI 11131111111110111101111131111113111111.11 mum WI i* 1115111111101 .4-42.11131111/13/1 111311111311111111110111AllialltillILINKIIIIMIMEWIIILIS1111111111111111111111113111111111110111till tek--All111111L2L/11111111111111111111.aj111111111111111•11111a,111111111111 I111111111111 01111W1- INS t1 rCLlIa' 111E23L Milan MB EMI LZEI :18LUIl .1LCHI DILET ]rr V.al c lrat:' Ir ir171KMULM ILA KAKUM'1 111 ULiM K>1i1111 111011 KM WS NEM KM WMIKEIl 12 "* i Mia111,1111Muf11R! Kit E11 MALI 11311117 KAI KAILKI 11 KAI f1O1[11t.1Ei iy� ur:"•.'i L,,� c•,i, .`E •' iTR:r : "fT ILIUM ILZEILMILTZI [iII iIIM ciarmlEat E21r it "Y lr IL L: 1 ZIIIF [:dill :Leal+ l+�Y °.iii =�'1 � _IC�♦14J1t.MI UWE Il :�l' 111111 MIS NUM UMW �Sy e �'],z..{`j:1; imis sm. t'1 l • m 1 r r • ' R IMULaaraP1 r I EMI r" i 11117111111111 MI WI 111E111111011111:11 111111111E11111111 ULM 111311111111 tiMF.a MIKMKMMNa ut111l M NMI MEM ULM KM WE ilL1111 ILA arm 11011 • 42" (3� 4 Q� 35 (50) PANELS OVER SIB° MIX NOT AVAILABLE OVT:R 03' HIGH BILL TAEL BILLx. VSPOi.CP SILL WONT 1. POSITIVE PRESSURES IN TABLE ARE BASSOON THE USE op THE 4111" OR B 114" SILL. 2. WHEN USING THE 2 314" SILL, PDSMVE DP 13 50 PSF MAX. AND WITH THE 3112" SILL, POSITIVE PRESSURES S 73.3 PSP MAX. (N93ATIVE PRE8SU RES UNCHANGED). SEE TABLE 1A 3 2 914 ", 312 ", 4112 AND 5 114" SILL mom ARE TESTED FOR AT INFILTRATION WHEREAS THE 1518" SILL IS NOT AND MUST ONLY ISE USED WHERE WATER RESISTANCE 18 NOT REQUIRED. POSITIVE IOESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING 14E!1 THE FLORIDA IBA LOWO CODE (SEE ADJ.Wf ENT THIS CONDITP3N IS NOT RATED FOR WATEROIRLTRATNON. 4. ANCHOR 9YPES: 1. 1W MOD ULURACCG (PLIRAIERLY TAPCON) 2.114" ELCO SEI4 CRET&FLEX 3.412 STEEL SCREW (08) 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORM/010N. 5. g1ASS TYPE KEYS: (SEE NOM 1, SHEET 1 FOR COMPUTE TIONS) 1,9-9/15" LAM (II, !I3 WI MGR J UMW GIRT fen TECIOTLeGYVANE Nr003100 3407 PA sot l s 06C1109, 843'4 REVISED cauftrIAGrOladdir •1) ; (WANS ANCIORAGE LAM rABLE 2 ALLM SLIMS GLASS 835780 5 .I IMPACT 810411 Ivuevr 1.0010.TmMMM,0 .S 1i•Ifike •••• • • • • •••• • • • • • • • • • • • s• • • • • • •• • • • •••• •••• • • •••• • •• • • • ••• •••• • • •••• L. •w w ;,,: ,� . L * -5 Lewd 71t or VIS HiatHMat w SOP or SYS Interlayer CLASS TYP10 10 ye •U •PATE. T1OIDTH PRAM •SIDE *SAD & ELL p1 S) INTERLOCK & >JAMSANCHORQ`IY. 1441001( ANCHOR MY ASRAGAL =MR PLUS ANOKA QTY. P}FR PANEL 1I 1 MMISL1�1i t1� i[ IIIIiiIk;M111 allr �."�. MNWM M M14at38tMI 11113111111111111110111 Ka MCA MOH= i i littailVal E .11M11 51[::3Jt . U 1IC?al M -I( L U ZJC i1 G:FiT:i KM MEMM38 111211111311111111 LII♦E 1113111MMM311M:MMUM MM MLA .a C i11'•'�r['?'D1 MI Val MI ii M1r.'T..MIM HMI ',. 1 .1V1711 i R MUM 10111111011111UM ME1011l111 1IIIIIMIIIEIIIII 2,„;,,,illUM11121111111111 OM WM OM MOM Mil SA MOM 11111111U111 MI NEM KA .. -,��. III% MMII�.'".Y.tC L+a•� + I:. ae F,n1 MIECIJ '.' .'.M 1=1111 MI11 .1 .` 1 Val �: I G �iiC':11ti11� ■M�MIIIIIk.41/111111011114k=11111111111111111312E1M111111111 IV.Z0111131111101101111 KEA ILA MLiMEMiFAI iEIMIiEM lIII • • < 1 IN I 7I111L•i1 MOI11 �tEltlll311111 1■I1 11 MEN MN Ka IFTWE4MIL.T4iR ■I#a us lincauni IVIL J SIC• C Aria. 1[ IC t? EMI G-"�1ti 7 WWII itiiEl11IM111011 / i7lAiJlr 111:15:Z.V M U= EMI MEMiiIEllvUlvvI1EE� 48° Ho) 1 I 1=11...11M1 L2fl Mil L 1 M38 ELM IRMM'it3l MOM r1111111ate f^1VZI i a Emicaa Ica KM KM SEM KM Kin MLA KA MUM MI MI Liall=111..;2111.ial 11011111111111EM 111011111011 11011111101111111:111 1111111111.11 EM EM 1111115111 11011111011111 1 OW MI MI MLA MAI Nth 1141111111LIIMITill I 1iElr i 1E1 uu is PANELS OVER43' ARM NOT AVAILABLE OV5I 58" HIGH so• 0) W 1 4 a 5 1 to 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 5114" SID.. 2 WHEN USING THE 2 3W FILL, POS11TWE DP 15 50.0 PSF MAX., Valli THE 316Y' 80.1, POSITIVE 0P IS 733 P18 MAX AND WITH THE 4 112" SILL, POSITIVE DP 18100.0 PSF MAR (NEGATIVE PRESSURES L, IANOIED). LSE TABLE BA. 3.2 314 ", 3112°, 4112` AND 5 114" SILL HISGNT8 ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1618° SILL IS NOT AND MUST CAI.Y SE USED %M4ERE WATER RESISTANCE 18140T REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 31IAY BE USED WHEN THE ODOR IS PROTECTED BY AN OVERHANG COMPLYING WITH 711E FLC7RIOA BUIL01153 CODE (SEE ADJACENT r1A(iRAM THIS CONDITION 1S NOTRAIED FOR WATERINFILTRAIION. 4. ANCHOR TYPES: 1. 114" ELCO ULTRACON (FORMERLY TAPCON) 2. 1/4 ELCO 384 CRETE -FLEX 3.612 STEEL SCREW (G5) 5. SEE SHEETS 10 THROUGH 13 FOR ANCI4DRAGE SPACING AND E4I0EDNENT INFORMATION. 8. GLASS TYPE KEYS: (SEE NOTE 1, SF1ET 1 FOR COMPLETE DESCRIPTIONS) - MO" LAMI(MOW SOP OR 8Y3) 5,10 -WV LAMI(i:I.S-IAV MEDR TA LB 3A. GILL Ht: VS POS. OP 3LL HE13HT lag ill i i;S NIA ►1100 PEW +100.0 PBR +1010 trz' oPiviDANanaluer now d✓f107 tom Troeszoor0 N041149, .917270 MOW MO fiOCCISIA R 31274 AWM. &ONG GLASS 000 -, IMPACT NTS 6 ' 20 8100.11 Hidbinitad •••• • • •••• • • • • • •• • • • •••• •••• • • •••• • • • • • • ••• •••• • • •••• Lam, LG. vd TIS r0114 Lain BGParEaston M t *ayH 37 TIPS: NOMA &B =" 4l'li cif 'i ii' n •1.)ta ?;.. & CORNER NAME ANCHORCTIY. AkHOOX ARONGR OT DEOIM BHT. WATER PUB ANCHOR QTY. PER 11 IP!BDAHD!IF!HuIIPII )1 II '11111111111 '111111IL:.‘all"' '1111111111111 lEpl We NM Una IILIN NM WI KAI KM Ina 111.311101111311 SAS NUM Kill 11611.11111111M IION MI MILIMEIIII MIS ULM NOM 1110111 Ka one NM MI Ka WI Ka mourn y, ; ■�■ ©; �.. a� :: a Ili 1 1 [ IE I1 IC LA1LT31L'3IlE : i[° 1[:c 1=1L' 1=1=1. GML 1C iF 1 1 MLA MIMI ME MN MLA MI Ka MIL111 WI MI SLUI1111011 1E11 ILI IDS MI KM WS MI 1 _ +'�� UN Ka 11A.�MM MN U Ma 1111111 1�1Q RAI 111. ua NM 1M WIN '11-1E.211 1.031 ( 11 LIU I I E T A I SJU1t1[ 1 1E21C I C•=IL ZJ ILXIIEat 'IlLTIO1 KM KM MI Ka 1111:111 NUN MI MR SIMI MI KM MEM RCS INA IL/ 10111 Kai MR 1111 i•Ir NM�E311111101 MIULMN M NM MIMAI EM Ka Ka B.{il�, 11 1111 I 1N1 �FTELM �� :iX. ++rY� ,t•i ��rj 11�r r�1i1�1 �,� I� ;sf''111��iiv�►:tr,rl�� 1gg Kum- : a G7\..wY.•unix .r aL:aMM.• � Y�Ma--°� (J1 1, Ji'� II=F -_i 'I�.i�L••.:ea`I 4+ in'NEBMINS[1NiNiC1NIME1■E�M 0MIN EAKafEKANEL1KMSIMIfi7i.1:ifaiIi ' MI1N.•1M•��#11L1I ■ INIMMI0 1:i It 1 I MLAE E»11G ISIMNOV1[M0 ••MM•�M:u :iii <' - �','ii; .ggg g " g -.i .. Lai ILMIEM .M`CM KU EM IEM EMI= 1=1= 11.1211=NC:tiiG C 31 EMI NiMEE MLA NiiNAN 111311 BEM KAMM NNMKaMI 11131111E111 WIKMIL 1fi111EB 111a RUN EM Ling EM : C«! ] ILLE. 1MNLiNJIII[ I MI MN KU 11113111111111 IILMIELII filM115 N1C1111E1111ESiNt1E ILIUM EaNNtNiiifElNEE11A1 BUS [ EM EMILCIIIMM N GM[ 1EMC EMI= Eilgai NN4"7NO 11f7[ES•ELM 48.140) Sege) 06' NO) EMLIIILMI Lai 1M1I11 I Gam[ Will KAU 11a7�fi11 LaM1' {•a'� 4°Yli M KM 111 `1Zi1 uKM KM ILA NAM Kill MIN EM to UM SEE IDAIMPLE OX,X0 CORNER ANONDRAGE PLAN AM ON( STRAIGHTDQGR ANCHORAGE PLAN ONSlEET1O PANELS OVER 4®" INCE KOT AVAILABLE OVER ortow 1. POSITIVE PRESSURES IN ABLE ARE BASED ON THE USE OF THE 41/2" OR 5 1/4" SILL 2. WHEN USING THE 2 314• SILL, POSITIVE DP 1S 50 PSF MAX AND WM TIE 3112' SILL, P081Y1VE PRESSURES 19 73.3 PSF MAX- (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 4A. 3.2 3/4', 31 /2', 41+2° AND 6114' SILL MEOWS ARE TESTED FOR % IER INFILTRATION WHEREAS THE 1518° SILL IS NOT AND MUST ONLY 13E 08E33 WHERE WATER RESISTANCE 1S NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 4 MAY BE LIB WHEN THE DOOR IS PROTECTED E+1 AN OVERHANG COMPLYING WITH THE FLORID% BUILDING C013E (SEE ADJACENT DRAM); THIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES 1. 114" ELCO ULTRACDN (FORMERLY TAPCON) 2, 114° ELCO SS4 CRE1E -1.EK 3, N12 STEEL SCREW(G6) 6. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 13,15- 11/16"LNAIE.0, 3/16'TEXT.�,318"AIR SPACE 87118"LAMI {AN- H�SWISGP0R 19,21-11 /15"LA38I.0.3/18°T EXT. CAP, 5116' AIR SPACE8W16'LAMMIZPAP- HSVl1S OR ) 25,27 - 11/19' LASSIn. 1/4'Tsxr. CAP, S /16 AIR SPACE&7 /16 "LANI(AMVWSG OR 31.33 - 1 1/15" LASE I.G. 114' T EXT. CAP, 1/4" AIR SPACE 8° 9/18" LAIIII ( OM VW WORM) 0161440P F. St/07 OH LEN0114 EI 1ALTO1 OR GAMIER see NOTE 3 TABLE4A, SILL HT. VS POS. DP POS. SB.1. DOWN HEKV;T PRESSURE i fir NIA 2314' ;60.0 PSF +73.3 PSP1 +85.0 PSF 31/2' ii 51/4' +60.0 PSF NO1E$1 amo rEc'imna mr wow ro omw.•me F 9wc pon ame, PL 3,12741 Better DP AND •; LAN L& A6LE4 AIWA •, R 1 rN ACT NTS 2S 1 'sv"6 1 i/14/11° 1umsAT•n•,PE PEINSISPI Wmontal •••• • • • • •••• • • • • • • • • • • • • • • • • • • •• • • • •••• .••• • • •••• • •• • • • ••• •••• • • ••1• j.!.'�. j:;.l,.1i..�-�..,; x�.�,. �. ::ii!' S�.u•1i� �,? !iMi_J, - ,.�i.�it_a?_..:._i �i1.1Q3(�f.. ..�.3 :�. ii!�.i U:4!' ,'In.�.. ;��.l= i�.�f�{: W3114 wl?t8f or Land N •BBNoMwl BOP orVanaea IM4cla1llr ?HEAD & : = • & 81RAIGWT& CORNER ASTRAGAL CLUSTER PUS ANCHOR WY. PER PAWL G1.A8S TYPES: 3i sJA&IM ANCHOR QTY. •P.1100K ANCHOR 01Y. += DETAL MIT. 1 8a v 8 11 v g !U ai 1 71„ Lit Sit 11.11 it iiL3it MILLLALAIII i7S �fl�1st; alt r E L A I E " M I L M ] U L M I EMI [ I[.rI EMI EMI [ I[. E M I E M I : 1 111:11111111 WM WWI MUM WM OM MA WI WAWA MI 111:211131 l: J4KMMI'AildULMWMW 1WMELMOWlt>00W ©Iv 1ta ra ; r17� �� rsCt �� l.'i1 ' . '= iiiiii 1• i3i=11 t, [ M I 511;...3"'I I C : , i I E M I L A I I [ x s 5 1 EMI Lail [ EMI Kalil CMIEMIEMI IL I 'u17SAWA ELM 111111111L111 MA WIN WAMA11 a it 11101 ti011i31 11011111 NEW WA IIEW NOW WM NM EA Wig WM WE MN ��r�'y7yit�c:�..�Yt iST::1I• iiir 3 b:• =M1L- I i3ty: 11iL: r5�1 1 •:. IEMI •..�i.Y 1 EMI EAO EMI a:. I EM CI [:41.1 LMI EMI L:M3[MI11.. OL- all 11101 KA KM MENEM 11111:111 MINIM WA ILA WM WM Mil Kin WAS . cT 11111111;l +31= UMW 'S11:>•INSIty'LIWN )3GC1•1111tJ11111 il• I1I I II : 1 2 I EO C ✓ . w Eal L czi I ZJI I L Z I I J O Lao ILA WMEra WI WA WAWAIO Mil WARM WM KAIWMWAWMILA 2.1Z-12 NM KM KM MI KM Ma KM NM MN WM KM ULM IMMO WM ULM EMU f •2:J IC ,S1 EO I 1 L : : J tad L J[ !I?1u ' r•PNIi g e4-2) ] [! f_PialWM WIN WA ELM W7WAWIN WM dt111EAWMWA®WM DEAKAI 1111Mg.Z.1111111111111=Lar...LWINN 11111k]=1 "r-11 [ JC 7EMI IL`''�IiIE EMI LMIIfzc7EG'rJ4 .IL ] 7WIN i MI KM KAI ikiill 1111111 fall KAI ASSN iris WUNM ILI E M UEi7OWM vvll•■i17 IF-T-771" ILT.1( ILA iEllNENa a 11110111 CAN K IIWEBKMWMI LA 111E111 NM WM MLA KAI Ka WM •••• 38" • 42" (38) 84" (46 8D' 00) TABLE SIU. FIT. VS POS. DP n i. tami EMI EMI EMI EMI EMI EMI eLl WM NIEIN WNW' HEIGHT PRESS i �� KA EMU MIILLAILMW L WM • KM 1113=R MI RR 1113111111:111 a t uL FAN EMI E i Z•1 MIA NEI Y�iJ KM KR WEIN Ka IIER WILLLMIAIN EMI 1=1 L' l cal G23 F ,.nt = IllEilIKENIKLII ILAI t7AIQIt Ov MLA Eil•t7i17 Esll r111111ru � lum w Nag ElfaMIWM 1121111110111 1818" N1A 2 314" +80.0 PSF 3112' +73.3 PSF 41/2" +100.0 PSF 8114" 106.0 PSF PANELS OVER 48 WIDE NOT AVAILABLE OVER," HIGH 1. PO: WIVE PRESSUIIIS3 IN TABLE ARE DAM ON THE USE OF THE 81/4" SILL 2.16533 USIN0 WS 2 *V $B.L. POEMS DP 18 80.0 PSF MAX, WThI THE 31E2" SILL, POSIT/YE OP 1S 13•8 PS MAW WITH TM417!'Si1.L, POSrfVEPPIS 100.0 PEP MM(f153ATIVE PRESSURES UNCHANGED), SEE TABLE8A. 3.2 314 , 3 9/2", 4112' N+ 81/0 SELL HI tITSARE TESTED FOR ROWER INFILTRATION WHEREAS THE 1818' ELL IS NOT AND MUST ONLY SE USED INHERE WATER IMISTANCE IS NOT . POSITNE DEMON SHOWN IN TABLE 8 MAYBE USED V5493 THE DOOR 18 PROTECTED BY AN OVERHANG OMPLYING WITH THE FLORIDA BIALA1NO CODE (SEE ADJACENT OIA RAM$ THIS t ID17ION IS NOT RATED FORM:7ER SWILTRATION. 4. ANCHOR TYPEa 1, 914" E LCO ULTRAG014 (FORMERLY TA AR 2.114' ELCO SS4 CRE1SFLE X 3.012 enza. SCREW (CGB) 8. SEE 244fErS 10 'THROUGH 13 FOR AMMAR SPACING AND sanstacr INF TiOM. 1 TE 9, warn FI R COMPLE E 14,181 �"Iai 'i . �_ 3118"TESLT. *LAP, A13OPP &9/EB'WM L WEE OR c 3118 " /En CPP, AIRSPACE &VW LAM] (.,4 : �. 133 OR 2E1,28. 11 t 114' T EXT. CAP, 5/WAR SPACE & 7/18" LASH ( %Me, OR 32,34- 111IrL.AMILG 114 'T EXT. CAP, 1Jd'AR SPACE &8/IWLAMI(,J: wmgeoR OH LENGTH HH F®OHT OH O HEIGHT EQUAL 1Y3 OR GREATER SEE NOTE 3 fad Willi f firwwwww° s iarrfi�� NOKONIAPI.SIES P1L PL3a74 DP AND ANG'HORAGE LAM 1LG. TABLES ALUM. SLIDING GLASS 000 - IMPACT aortae El MEI 177■61M( Won A. Tmm,P.E. Pe NMI tiledualcid •••• • • •••• • •• • • • • • • • • • • • • • • • •• •• •• • • • • • •••• 00•00 • •••• • • •••• •••• • • •• • • • ••• •••• • • •••• • •• • • • • • u �. .'ll • ,�..r . - _:., I OR 8'114+° SBl ISEE NOTES 8EL.OW FOR OTHF R SR.LS1 AB Land er Law! La wl PV81r s dayr TYPES: 6, 8,11.17,17.18, 23, 24, 25.30.38, 38 T >HEAD & 851(11&8) INTERLOCK & STRAIGHT& CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER P >JAMB ANCHOR QTY. >13-HOOK ANCHOR QTY. SEE DETAIL SAT. 1 NOM. PANEL WIDTH 24° (20) FRAME SIDE I�iir: -� � 1L� 1111 �'r�1rt11 8 1 '11 Mil MEI Mil Mil Mill Mil [MI! CID !'7 ELM 0NM ELM lOnUnOOn •'�i00Ml011113111113111 11101•00MAINE= ELM OIl7 ELM nnvlo■MILENM Lr,� 21,1MN00 WM tlQMM ELM 0 ELM 0ELM 4 r:,. ., , ::, _�' I7 �3l � ��::�SW a: aI. l L3FOI0olOrv00oKAIvNM t7 .2o ELM EMI rMoNMKAU oo 11121111110111113111 MEM MN NM BLEW= ELM 1111111111111 ai."2:1-1 MN MIELE NM WM ELM ICE NEM 11111111 ELM MN MI IUZJI 11.111 WM NM MAI KM 11112111111311 30° (28) 36' (30) 42" (38) 48" (40) 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 412" OR 61/4" SILL 2. WHOM USING THE 2 3/4 SILL, POSITIVE DP IS 60 PSF MAX. AND WITH THE 3112 SIU, POSITIVE PRESSURES 1S 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 8A 3.23/4", 31/2', 4 112' AND 61/4' SILT. HEIGHTS ARE TESTED FOR MIER INFILTRATION WHEREAS THE 16/8' SILLIS NOT AND MUST ONLY BE USED VR4ERE WATER RESISTANCE 18 NOT REQUIRED. POSmVE DESIGN PRESSURES SHOWN IN TABLE 6 MAYBE USED WHEN THE DOOR 1S PROTECTED BY AN OVERHANG COMPLYING WM1 THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM THIS CONDMON IS NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPE& 1.114" ELCO ULTRACON (FORLBSILY TAPCON) 2.114' ELCO SS4 CRETE-FLEX 3.812 S1EEL SCREW (G6) 6. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND BASEMENT INFORMATION.. 8. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR C.OM'LETE ) 6.8 -7118" LAMI (AN-HSVYl,DAOR NEM 11,12- BM6"LAMI A(1 W/gleaOR 17,18 - 11/18" LAM I La any T EXT CAP, AIRSPACE &7/16" LAM (WM V18052 OR SSPYB) 23,24-11/16' LAMB La 3/16" T EXT. CAP, 11115" MR SPACE & 8/18' LAMB (4HS Wirt§Bfff OR) 28,30 -11118° LM AI La 114" TEXT. CAP, 6/18" AIR SPACE & 7/18" LAM ( VE,Dm OR 36,38 -11116' LAMB La 14' TEXT. CAP, 1/4" AIR SPACE & 8118° LAMB (AN-HS VW DBPVB OR ) VW* BOUM TABLE SA. SILL HT. V8 POS. DP P08. SILL DESIGN HEIGHT PRESSURE 1 6/8" NIA 23/4° +60.0 PSF 31/2" +73.3 PSF 41/2" +100.0 PSF S 114" +105.0 PSF SEE NOTES 1-3 OH LENGTH OH HEIGHT OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 DP AND ANCHORAGE: LAMI & LAMII LG. TABLE6 ALUM SLIDING GLASS + • • IMPACT NTS 0 a 23 810019 L vasA.Twu .P.6. PE1 sled•niml •••• • • HVHZ ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1) 114" ELCO ULTRACON (FORMERLYTAPCON) 2)114" ELCO S84 CRETEPLEX 3)812 STEB. SCReN(G8) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1.81. SHTS. 4$ HEAD & SILL. 8' MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 4-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDRIONAL ANCHOR PER PANEL (THE 8' FROM CORNER ANCHORS GAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS ON SHT. 11. • • •••• . •• • • • • • • & P4I00KS... 711118' MAX. FROM BOTTOM AND 24 112" MAX O.C. MUIR,* ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 49. SEE P-HOOK ANCHOR DETAILS ON SHEET 13. • • • • ANCHORS PER PANEL" ARE THOSE g" MAX INTERLOCK SEE CLUSTER DET., SHT. 11 ASTRAGAL • 0 • • AT THE HEAD AND 88.1. BETWEEN —" I CENTERUNE �+— CENTERLINE 1" s" MAX • • • • •• • • • 4000 •••• • 4 • 4 •••• • • • •• . • ■•••• s . • r•*•v • • • Q.C. • • 44* • • • •••• • • • •••• • CLUSTERS OR THOSS BETWEEN A 011IT I C AND A FRAME JAMB OR EXAMPLE OXX ANCHORAGE PLAN: • • 24 MAX. 0.0 55+2 HEAD & SILL ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) _ (20) ANCHORS TOTAL 113! PANEL 48" x96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE 08 +2 & CORNERS " (27) ANCHORS TOTAL AT HEAD AND AT SILL SEE CLUSTER 4 CS 2 05 2 08 4 DETAILS, SHT. 11 (7) P- HOOXANCHORS FIRST ANCHOR AT BOTTOM TO BE PERPENDICULAR TO GLASS. ANCHORS THEREAFTER ALTERNATE PERPENDICULAR AND PARALLEL TO GLASS. SSE SHEET 13, P-HOOK INSTALLATION DETAIL INTERIOR INTERLOCK CENTERLINE 711118° MAX. 711/18" MAX 24 1/2" MAX O.C. 24112' MAX. O.C. 7 11118` MAX 711118° MAX I- 8" MAX, TYP. Ii —4 24' MWC. O.C. 4•-- SO° CORNER ® EXAMPLE OX -X0 CORNER ANCHORAGE PLAN: (4) PANEL, 48" x 98" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE (10) JAMB ANCHORS MIN. CLUSTER, TYP. 3 • • SEE C WSTER DETAILS, EMT. 11 24 MAX O.C. 8" MAX 3 ANCHORAGE SPACING 8 !EXAMPLE PLANS NOWAK R'� ALUM. SLIDING GLs4SS IMPACT 110140104 P186Sf4 > 10 a 23 8100-11 IT seam 1V/ /Gr Woo A. Tuner, P.E. PE168201 Michsaictd •••• • • • • •••• • • • • • • • • • • • • •• • • • ••• • •••• s • • • •••• • • • •• • • • • • ••• • •••• • • •• • • rT. 3.313 • 1 •1 4 • .184 -- -, 1E58 • •I....A.lt • • •TRACK ASTRAGAL /INTERLOCK • • 4 ANCHOR CLUSTER 1 ro—INTERLOCK I CENTERLNE 3.313 2.529 La- -4.184 _- 4.184 . -- -� 2- TRACK, ns1RAG#Lr INTERLO 8 ANCHOR.CLUSTER M.�,,F N -, I 3.313 _I L _ 2 -TRACK IN8IDE CORNER A 8 ANCHOR CLUSTER 2—TRACK, OUTSIDE CORNER A 8 ANCHOR CLUSTER i 3.913 2.529 3.313 - 3 -TRACK OUl'SIDE CSR SAN HQC R CLUSTER .1 2.829 i i Ij E2CT 3 -TRAC( INSIDE ( I�t A ?oho CLUSTER imnatarror INTER OCK 1888 Ij�� a + 3.313 i CENTERLINE 5.058 o I • i 3- TRACK. ASTRAGGAt INTERLOCK LAKISEWEER INTERLOCK i C>= NTERLINE1 INT.-1 4.184 j 4- TRACK, ASTRAGAL I INTERLOCK A 4 ANCHOR C JIJSTER r O `aaa � y EXT i I I I .� 3.913 4TR/tCK OUTBID - ---_ - - - - - -- 10 ANCHOR CLUSTER ® utigstasimm i INTERLOCK-'ry CENTERLINE I 3.313 2.629' --� 6 ANCHOR CLUSTER L_ 4.184 j 4•TRACK. ASTRADAI. / INTERLOCK A 8 ANCHOR CLUSTER 3.313 , 107 0 TECHNOLOGY DRIVE ANCHORAGE, EXAMPLE CLUSTERS MGM R.31275 ALUM. SLIDING GLASS COOR IMPACT NerseTZ4 Ilkibly Bauer worm NTS 11 <#23 810041 Um& Twat P.E. PE1 •••• • • • • •••••• •••• • • • • • •••••• • •• ••••• •• • • • • • •• ••••• •••• • • • • •••• •. •••• • • • •••••• • •• • • • OOOOOO •••• • • •••• 1' MIN. E.D. TYP. 217/32" •.C. 1" E.D. TYP. 13/6° MIN. 1/4" i 1 1/4" MAX MAX SHjM SHIM • •• ODANCHORTYP., SEE NOTE2 • RETAIL AA. 2 -TRACK FRAME HEAD 13/8" MIN. • • Ntagammuma • • • •••••• • • SRE•IJOTE 6 •r•••L ••• � • • i a 17002" O.C., TIP. E.D., • • • • DETAIL AE, 2- -TRACK FRAME SILL • • • : • WOOD INSTALLATION •••. • SEE NOTE 6 „Ito c SEE NOTE 5 DETAIL AB. 3 -TRACK FRAME HEAD WOOD 1NSTALIATION SEE NOTE 1 SEE NOTE 1 1/4" MAX. — ` i::. C-- i �_, MAX SHR4 - SHIM 217/3'2" O.C. TYP. CONCRETE ANCHOR TYP., SEE NOTE 1 DETAIL AC. 2 -TRACK FRAME HEAD DETAIL AD. 3 -TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TIP., SEE NOTE 1 CENTER ANCHOR STAGGERED ON 3 -TRACK TIP. SEE NOTE S 217/32" O.C., TYP. SEE NOTE 5 217/32° O.C., TYP. " RAM ED., !-0— DETAIL AF SILL TYP. FRAME SI P. WOOD INSTALLATION WOOD ANCHOR TYP., SEE NOTE 2 217/ffi° O.C., TYP. DETAIL AJ, 4 -TRACK FRAME SILL WOOD INSTALLATION A • • am. 4 '13/3" MIN. 1 "M E.D., TYP. N. 21/1" MIN. ED. TIP. DETAILAG. 2 -TRACK FRAME 81LL CONCRETEINSTALLATON 4.. :;'::iti �2112"MIN. ED. TYP. yM ✓,� t DETAIL AH. 3 -TRACK FRAME 8111 3.4 KSI MIN. CONC. TYP. CONCRETE ANCHOR TIP., SEE NOTE 1 217/3'2' O.C., TYP. SEE NOTE 6" NOTE 1 11" MIN. E.D. TYP. DETAIL AK. 4 -TRACK FRAME SILL OONCRETEINSTALLA11ON CONCRETEINSTALLATKNI NOTES PERTAINING TO ANCHORAGE DETAILS ON SHT8.12 -13: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114" ULTRACON (FORMERLY TAPCON) - MR4.13f8" EMBED. OR 1/4" ELCO SS4 CRETE- FLEX -1314° MAN. EMBED. 2. FOR WOOD APPLICATIONS USESI2 STEEL SCREWS (G5). 1/4' ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF 612 SCREWS. 3. WDOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 11/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 70 BE ENGINEERED BY OTHER OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINIUM SHALL BE A ?MIRK/PA STiIENGTH OF 8083 45 AND A MINIMUM OF 1/5" THK:K. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF SUE TO PROVIDE FULU. SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE S12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IP THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-0, SPITS. 4S, FOR ANCHOR TYPE 3 ARE ACCEPTABLE. 5. IF SILL IS 11G/T TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED IF USED, NON-SHRINK, NON - METALLIC GROUT, 3400 PM MIN., (DONE BY OTHERS) MUST FULLY (SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PKOULTREvnau w� �e %Tani Amps= ND Coe• f 00 TECHNOLOGY OWE AA@R NOM" FL 96274 ANCHORAGE DETAILS ALUM. SLIDING GLASS Visibly Beast 11010/Md• ft* 880780 NT S 12 123 • IMPACT 8100.11 Lt & Tams; P.E. PE 08201 Machantod • • •000•• • • ••••oo • • • ••0000 00000 • • •o•o• • • •o••oo • • •00000 • • • •o•oo• • • • • • • • • • • • 000000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • air MIN. 114" MAX. SHIM WOOD ANCHOR TYP., SEE NOTE 2, 8117. 12 2,041,00D BUCK TYP.. "'"- SEE NOTE 3, SW. 12 DETAIL. AM. 2-TRACK FRAME JAM13 WOOD INSTALLATION • • • • :••• • • ifan&B.:1:3M2ISEggete Asa WOOD INSTALLATION 114" MAX 61-11M CONCRETE ANCHOR TYF'.. SEE NOTE 1, SHT. 12 2x WOOD 1•--"""-L BUCK TYP., SEE NOTE 3, • ' SliT. 1 SWANN. 114" MAX SHIM D • • • • WOOD ANCHOR, SEE NOTE 2, SHT. 12 ANCHOR QUANTITIES FROM TABLES 14, BHT& 4-9, PERTAIN 107158 ANCHOR LOCATION WOOD ANCHOR TYP., SEE NOTE 2, Slit 12 r L AmtEmmontwaitaN 2x WOOD BUCK TYP., ,-1,.`"1- SEE NOTE 3, I i'r1 VT. 12 11.1 2 1ir MIN, E.D. 1/4' MAX. SHEA CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 12 1x00 BUCK TYR, SEE NOTE 3, 8HT. 12 ELCO 114" TAPCON (MIN. 1 3/8" EMBEDMENT) OR ELCO 554 CRETE-FLEX. (MIN. 13/4" EMBEDMENT) 2 VT MIN. E.D. TYP. DET 3.4 KSI MM. CONC. OR 1.8 KSI TYP. gagiSErfaRaMEM. 1x1/430D BUCK TYP., SEE NOTE 3, 8117. 12 FRAME DETAIL AN. 4-TRACK FRAME JAMB A CONCRETE INITTALIATTON WOOD FRAMING -41 IWMIN. 1 318' MIN. WOOD ANCHOR SEE NOTE 2, SHT. 12 7 11/18" MAX FROM CORNER, 24112' MAX O.C. (FIRST ANCHOR) DETAIL AR. P-HOOK WOOD INSTALLATION 11411MAX SHIM CONCRETE ANCHOR TYP., SEE NOTE 1, BHT. 12 2 MIN. E.D. ix 1NOOD BUCK TYP., SEE NOTE 3, SKr. 12 35118' 4 3/18* 1434. O.C. MISALMAIIEM. ELCO 114" TAPCON (14IN. 1 3/8° EMBEDMENT) OR ELCO 114" S84 CRETE-FLEX (MK 3/4° LI.:8111EDMENT) 3.4 KSI MIN. CONC. • OR 1.6 KM (MU, TVA DETAIL AG. 3-TRACK FRAME JAMB MARMIWAMB2/ ELCO 114* TAPCON (MIN. 1 3/8" EMBEDMENT) OR ELCO 11e 884 CRETE-FLEX (MIN. 1 314° EMBEDMENT) DETAIL AS. P-HOOK CONCRETE INSTALLATION CONCRETE ANCHOR, SEE NOTE 1, SHT. 12 ANCHOR QUANTITIES FROM TABLES 14, SHT. 4-9, PERTAIN 70 THIS ANCHOR LOCATION. 11' MAX. FROM CORNER, 2411? MAX. 0.C. 3.4 KM MIN. CONC. CONCRETE ANCHOR SEE NOTE 1, SNT. 12 7 11/18' MAX FROM CORNER, 2411? MAX. 0.C. (FIRSTANCHOR) VINT • 411111110EFAIWANDUPDAThrair RIF ALL WAAL 200007 TECMOLOGIV OR / VE Nakt•e4 AL84105 Att BIN AO MOW PL Se• ANCHORAGE DETAILS ALUM. SLIDING GLASS DOOR IMPACT nom ALTS 1$ c 23 810041 A 1/2.4/if- LLCM A TU1•04 P.E. PE f$8201 • • •••• • • •••••• •••• • •• • • • • • • OOOOOO •••••• • • • OOOOOO OOOOO • • ••••• • • • • •• • • • •••• •••• • • • • •••••• •••• • • • • • • • 000000 •••• • • •••• • • • ••••• •• • • • ••••• •a,•• • •••• 00000 • •••••• DETAIL B', SHT.18 ,./-DETAIL C'. MT. 18 EsEr 1-DETAIL W, MT. 18 DETAIL 72, SHT. 18 DETAIL'S', SHT. 18 191 7118° MAX. WIDTH • • • • •SEF NOTE • OXXX (2 TRACK) ( DETAIL 7', SHT. 18 Y.r 1. SEE SHEET 18 FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX NOMINAL PANEL WIDTH = 80'. SHTS. FOR SECTION DETAILS AND S1.003. 4-13 FOR ANCHORAGE DETAILS. 2 REINFORCEMENT LOCATIONS: REINFORCEMENTS ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOORS. SEE SECTION DETAIL C, SHT. 18. 3.01.0 WIDTH = NOM. PANEL WIDTH - 7 28132° DLO HEIGHT = DOOR FREIGHT - 3 3B' 4. (1) LOCK (ITEMS 164-181) AT EACH LOCKSTILE, LONG INTO KEEPER (ITEM 170) AT FRAME JAMB OR ASTRAGAL. A PANEL TYPE PANS. TYPE 'R' SEE NOTE 4 J DETAIL E, SHT.18 DETAIL'D', SHT. 18 ( SEE NOTE 2 1 11-DETAIL 7', SHT. 18 XX XX (2 TRACK OUTSIDE CORNER) A DETAIL TA', SHT. 18 SEE NOTE 2 DETAIL V', SHT. 20 SEE NOTE 2 HORIZONTAL SECTION •A DETAIL 'S', SHT. 18 - DETAIL V', SHT.18 62 3a7 MAX. DLO TYP. ,- DETAIL 'G',.SHT.18 1 DETAIL 71', VT. 19 DETAIL'J', SHT. 8 OXXXO (3 TRACK RIGHT POCKET) DETAIL 7A', BHT 18 DETAIL V, SHT. 19 DETAIL If, SHT.18 DETAIL '0', SHT.17 SEE NOTE 2 i ff. DETAIL"' SHT.17 XXXX (4 TRACK BY -PASS) %j ssvtslD wi6dmFq� G Amplanze No MONONA Pl AFLM 4 y rRetpp' EXAMPLE ELEVATIONS/CONFIGURATIONS ALUM. SLIDING GLASS ►• • •' IMPACT soma NTS 14 s 23 810041 A 1( /26/vg Uaccaa. nor, P.M. PE 08201 Mechanical PANEL TYPE 'L' PANEL TYPE 74' 9 • PANEL TYPE 'P' % O NOTE 4 12( MA 111 rn PANEL TYPE 'R' • f • • • • •SEF NOTE • OXXX (2 TRACK) ( DETAIL 7', SHT. 18 Y.r 1. SEE SHEET 18 FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX NOMINAL PANEL WIDTH = 80'. SHTS. FOR SECTION DETAILS AND S1.003. 4-13 FOR ANCHORAGE DETAILS. 2 REINFORCEMENT LOCATIONS: REINFORCEMENTS ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOORS. SEE SECTION DETAIL C, SHT. 18. 3.01.0 WIDTH = NOM. PANEL WIDTH - 7 28132° DLO HEIGHT = DOOR FREIGHT - 3 3B' 4. (1) LOCK (ITEMS 164-181) AT EACH LOCKSTILE, LONG INTO KEEPER (ITEM 170) AT FRAME JAMB OR ASTRAGAL. A PANEL TYPE PANS. TYPE 'R' SEE NOTE 4 J DETAIL E, SHT.18 DETAIL'D', SHT. 18 ( SEE NOTE 2 1 11-DETAIL 7', SHT. 18 XX XX (2 TRACK OUTSIDE CORNER) A DETAIL TA', SHT. 18 SEE NOTE 2 DETAIL V', SHT. 20 SEE NOTE 2 HORIZONTAL SECTION •A DETAIL 'S', SHT. 18 - DETAIL V', SHT.18 62 3a7 MAX. DLO TYP. ,- DETAIL 'G',.SHT.18 1 DETAIL 71', VT. 19 DETAIL'J', SHT. 8 OXXXO (3 TRACK RIGHT POCKET) DETAIL 7A', BHT 18 DETAIL V, SHT. 19 DETAIL If, SHT.18 DETAIL '0', SHT.17 SEE NOTE 2 i ff. DETAIL"' SHT.17 XXXX (4 TRACK BY -PASS) %j ssvtslD wi6dmFq� G Amplanze No MONONA Pl AFLM 4 y rRetpp' EXAMPLE ELEVATIONS/CONFIGURATIONS ALUM. SLIDING GLASS ►• • •' IMPACT soma NTS 14 s 23 810041 A 1( /26/vg Uaccaa. nor, P.M. PE 08201 Mechanical • • OOOOOO • • OOOOOO • • • 0.000• ••••• • • OOOOO • • OOOOOO • • 0000•• • • • ••0.0• •••• • • •••• • 0000• • • • • • •• • • • •••• •••• • • •••• • •• •• • ••• • •••• •••• PANEL LETTER PANEL LETTER R SINGLE FIXED INTERLOCK LOCKSTILE FOXED SINGLE LOCKSTILE INTERLOCK rx • • (BOY •0•• ••••(BOXIN) ••••‘," 0000••' • • mot Ite • iwi ASTRAGAL OUT ASTRAGAL. IN FIXED LOCKSTILE FIXED LOCKSTILE FIXED LOCKSTILE ASTRAGAL OUT GR U (BOX OUT) c rye A D LOCKSTILE LOCKSTILE ASTRAGAL IN SINGLE INTERLOCK LOCKSTILE LOCKSTILE LOCKSTILE ... -� SINGLE INTERLOCK FIXED ASTRAGAL LOCKSTILE IN FIXED q ,.-._._„e., DOUBLE LOCKSTILE INTERLOCK DOUBLE FD/ED LOCKSTILE INTERLOCK DOUBLE =II-- INTERLOCK ASTRAGAL IN G J LOCKSTILE LOCKSTILE LOCK S11LE LC KSTILE (AQX OUII L (BOX OUT) LR •::NNoun (BOX IN) (BOX IN) B F ASTRAGAL OUT fcZ DOUBLE INTERLOCK CS ASTRAGAL JD* RECEIVER DOUBLE INTERLOCK ASTRAGAL OUT fa ASTRAGAL IN SINGLE INTERLOCK SSIGLE INTERLOCK SINGLE INTERLOCK ASTRAGAL OUT SC A SINGLE ASTRAGAL INTERLOCK RECEIVER ASTRAGAL; OUT ED SINGLE INTERLOCK QS CORNER LOCKSTILE SIB INTERLOCK ASTRAGAL IN SINGLE INTERLOCK SQ 1& SINGLE r:3 INTERLOCK CORNER LOCKSTILE I. MAXIMUM NOMINAL PANELINDTH FOR ALL PANEL CONFIGURATIONS EQUALS B ' 4 PANEL TYPES) EXTERIOR SINGE INTERLOCK IN ASTRAGAL ASTRAGAL AS ® RECITER 14' cl SINGLE INTERLOCK SINGLE SINS INTERLOCK INTERLOCK SA SINGLE INTERLOCK ASTRAGAL RECEIVER SINGLE SS GLE INTERLOCK INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK CI IC CORNER in SINGLE OCKSTILE INTERLOCK SINGLE En, CORNER INTERLOCK LOCKSTILE I DOUBLE c3 DOUBLE INTERLOCK IN7ERLOCIit CF,� ASTRAGAL RECEIVER F ED (r3 LOCKSTILE SINGLE INTERLOCK LOCKSTILE FC FIXED LOCKSTILE ASTFUtGAL RECEIVER 'Rawer nr, Bo Dale FX fat" Mosellja RIC � 10507etaal LOGYORM R. ° P NOP4r. enoaro Mn P 1 A ,REIASETWIR WA= Nat f13Ca1 AF arc AA XIMAX1 Bar PANEL TYPES Bette. ALUM. SLIDING GLASS ► • • • IMPACT 88D78t NTS 15 ` 23 810011 I A d✓j- (I /.' /os Lucas Tumor, P.E. PE 05520.1 Modoaried .. ...... ...... • .....• OOOOO OOOOO .. ...... • • ...... • • • ...... • ... .. OOOOOOO • • •• .. • •••• •••• .. • .. .... •••• • • •••• • .. • OOOOO • ••• .. • • • 108 618" MAX DLO TYP. DETAIL `E' EXtERIOR INTERIOR* (ALL VERTT. SECTIONS) DETAIL 'J' as aomplying .arb Fkidde BandiasCode Aceopessito No -< 1070782WOLOdYLfa4F FL saga P.aaxfRm 1 FL$W4 P 17007 F.K war dd >X000A BUT Visibly Barer LusmA.Tome%P.E. PE 151201 A9sotsNal • • ••.•.. • • ••••.• • • • OOOO •.••• • • OOOOO • • •••••. • • .••.•• •• • ••• *.. •••• • • •••• OOOOOOO • • • • •• • • • •••• • • •••• • •• • • • ••• •••• • • G] EXTERIOR INTERIOR [:› (ALL BERT. SECTIONS) • • • i ••••.• •• • ••• •••• • • •••.•• • •••••• • •• • • • • • .939" -� 312" RISER SILL 2314° SILL 1 �HEItNi �� '' HEIGHT 2.828" RISER 105 8!8° MAX DLO TYP. T A DETAIL '0 8114° SILL HEIGHT swop Ills Pessfitx BAN Mks FA 111997 n PA. Pootkas .eingliteltra&fliarSaL MMALIERNATP1011.1 OP f. MOPS" I ISMTECKNOLOGY MOVE MASA* FL SUM P.CE 029 NOMA FL 3074 Visibly Bettor SILL RISERS OPTIONS VERTICAL SECT. DETAILS & SILL RISERS OPT. ALUM SLIDING GLASS DOOR, IMPACT a.eaame plats m.r aes.& q° swam I t12* 17 a Z3 8100-11 A 1 {.1261rq Lucas A.ham P.E. PE•9NS1 thembiatal •... • • • :..... 0000' • •• • ▪ • • • 0 0 00.. ...... • • • • • • • 4 • • • O.O.O. ...... • •• •• •• • ..... '•000 • • • • ...... OOOOO • • • •••• 0000.. •••• •••• • ...... •• • ...... • • • • •.•. • • • ••• • •• .0000. • • • • • • ... • DETAIL 'A' (FIXED PANEL) a: SPA 1 t —4=00 " V2 r 7 • INTERIOR ORIZ SECTIONS) 0. EXTERIOR j 148 NOTE i TABLES 3 AND 8, SHEETS 8 AND 8 REINFORCEMENT REQUIRED ONLY IN THE EXTERIOR INTERLOCK OF DOORS REQUIRING REINFORCEMENT DETAIL 'C' (REINFORCED) oxIblbenoddo DETAIL 'D' Oft oar QPND7 c arm 7D P,arrsem1: . dAc 0b7A104DTQ . 109001/ I NOKOMIS, OWN alr1521 FL 84774 v+ hbr Boger HORIZONTAL SECTION DETAILS ALUM. SLIDING GLASS DOOR, IMPACT D 1 lax 118 d 23 I81+011 L.e66A. TOW P.O. PE1 Moohanioal •••• • • • • •••••• •••• • • OOOOOO •••• • • • • OOOOOO ••••• • • • • • •••• • • • • •••••• •••• • • • •••••• • • • • • • • •••••• •••• • • •••• DETAIL 'G' (FIXED PANEL "0") • • • • • • • • • • •••••• •• •• • • •••••• •••• • • •••• •••••• • •!•••• • • • • • _oTE 12" U;.'CY PANEL BRKT. LOCATED AT TOP & BOTTOM OF FIXED PANEL SCREINI7EMS 132 AND 134 LOCATED 1 11? FROM EACH END OF BRACKET 4 INTERIOR r�HORIZ. SECTIONS) EXTERIOR --f DETAIL A eaonucrnivisso sithespiasids •e.it DETAIL 'H' DETAIL 'M' (NOT REINFORCED) or twos Nordsbri tdt 44. .1s CORRECT REMSNIAMBERS TOMUCH PANSY= AA6lARR16J14_±YTpaT $ l9. 10707ECHNOLCGY OWE NOKOWIt CW75 P.O. aging NOKGM aR.1•1J4 T HORIZONTAL SECTION DETAILS ALUM SUDING GLASS • • • IMPACT •fiMbeW SGW 1/2X 19 •23 8100.11 Lucas A.TwfRPE PE #58201 lachadcal DETAIL 'Q' A DETAIL 'R' (OUTSIDE CORNER, 2 -TRACK SHOWN) (INSIDE CORNER, 2 TRACK SHOWN) Mood* Odor AI w.8475 P xx1ips N. se» VW* Better HORIZONTAL SECTION DETAILS CORNERS ALUM. SLIDING GLASS DOOR, IMPACT 11.2x 12 23 1'8100.11 A Inca A. Tumor, RE PE1 Medunkel • • • • • • • • • • • • • • •••••• • • • • • OOOOO • • •••••• • • OOOOOO • • • OOOOOO •••• • • • OOOOOO • • • • •• • • • •••• •••• • • •••• • •• • • • ••• •••• • • •••• .• • •• •• •• •• • • • •• •• iimazaiffimaz Wilar:E 8810$ B/W VITI.Tairill:Kiiirill111111111.1 • ; , ,ter. - rw y,::�a��■� OMICREPTIOR 114111LEZIIIII yamm :; r: S:JI j F � �<TL1i��a! ,�� ly. •i�.'�l i III♦ rl . •T= :`F T.,4ih;i79111, -urr. mFs'[ ilFfiyrx';��1r:i•;�'Pi7�•1 r:;. rr tr T,.•; •I COVER NTERIOR OC�7L, ��y !.�j�fi= _ri�GfiTii[3r1'al;r�d• =. _• (• :aa :iiir -�'� ��C `'�L+rt�ii►�T<�- rim = ��:.1 ClikEjui ctica. iT iis<t� a rr: • ` ON 13''nl maa `;T:• -T: �ii•:Y.irc ;:n7t:� lalIFF.AIR4=AINEUT=fif-TiVro:•7TIIIVZJATifrAPP7. 71111/11..1 ILI1[ 7 L•.11111111 7Tr•747T7xK;et '[lrAiimmilm Tr PE 0M 71032X1 10-32 XI" LOFLA iEOR PM e /TIT r QBJ•Ti: 11101MAIFIT-4 74-j 1E31 n011it t'r1111W etc =mss <nIU: 7Eifiji�(-':'iTS- t + ^'C"•T'� :L-; �'�'iy�Fil: -:L <: 0( <?rTc?F7LITr�TiW1j�.7IF74, : maMaajj O167F = TFILLT!�' e7:• g'S1:1/11/= ©( c; T !x{Tr%I ►T`;11[�3T77:[I�TS�TTi •'i -•;�{( NJ r�:;; titil�[:Ir�:ll[l7ir[1?;t1r:*s ;rt .,�1:•1.= TSL�'� rf i•LL[ T DESCRYMON L I[1 AC ik : tT��ni T t?r'r �3LLCaa` •` `� h . �e C�i <��t Yk� ".' 1T." -�{�f r'�« iltR?•l- 1iTJ[ =TN,r �. 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PE 01 Mathadal 0000 • • • • • •.. • . . 00••. •0•••• 0000•• • 0 • • • • 0.00.0 • •• .•.•• • • • • • •••• 0000• •••• • i..•.• 0.000 • • • ...0•• •• s • • • • • ••• ••.•.• •••• • • ••.. • • 0 • • • • • • • •. 0000 •• •• • . 0000•• •••. • • • ••• OOOOOO • ••••.. • •• • • •• .100 INTBfiLOCKTRBA LAVER issi MAR: 8I 3-T8 DWG NO. 8166 7/16° 00 BEAD (28) MAIL: 6063 46 DWG NO. 8023A F082 r-- .713 4.409 FRAME SCREW COVER (18) MAIL• 6O83-78 DING NO. 8138 IOW OS BEAD �(30) MAT'L 8083.76 DWG N0.8145 3.630 .08,2 fro— .713 .138 SILL MOUNTING STRIP (120) MAR: 6083 -T8 DWG NO. 8183 .812 480 "4- 1 1118' IG 00 BEAD (32) MAIL: 8063 -75 ® DWG NO. 8148 .713 9t16 SQ BEAD (40) MAT'L: 6083-T8 DWG NO. 6148 rl-+ -- .713 SILL RISER -8114" 881RISER -41/2' ALLRh4ER -3W SILL PRIER -2314' (iig) MAIL: 808348 (11B) MATL:8083 -78 (117) MAT'L:8083 -T6 (118) MAT'L• 6083 46 DWG NO. 8182 DWG NO. 8137 DWG NO. 8138 DWG NO. 8138 b r- 442 985 .4._ .045 )NTERIOR BEAD (go MAT'L:6083 -T8 DWG NO. 8022 .912 11n8"IGS0MAD (42) MAT 1.:6083 -T5 DWG NO. 8149 .713 88LR18ER -18V (115) MAR: 8083 76 DWG NO. 8140 • • • •••••• • • 000000 • • • 000000 ••••• • • ••••• • • OOOOOO • • • • • OOOOOO •••• • • •••• • OOOOOO • • • • ••t •••• • • •••• • •• • • • ••• •••• • ••••' 2.000 I PANEL STILE (1) MATL• 8063-78 DWG NO. 8012 0 •• • • • • • OOOOOO �•••••1 .075 -I • • • 0 NKSTILE ADAPTER •• NAVE 6083•T6 • •••• "4);31.: DV1K3 NO.6104 ••.••• • •• D••• • •• • • • •• 914r7�+ -- L7� .125 1.793 PLATE AAA (1 MATL: 8063.16 (28) MAT'L 806346 DWG NO. 8105 DWG NO. 0107 1.938 TALL BOTTOM RAIL -9' (12) MAT'L:6083 -78 DWG NO. 80138 2.380 2701 -+40- .101 Ba(Te (14) MATT: 0003 -T8 DWG N0.8101 2.028 4.388 .128 L i -KOOK MOUNT 1.000 (10 MAT1.:8063.18 DWG NO. 8109 - (109) MA L• DWG NO. 8115 .090 5.188 1.938 x.074 71,1E0770M RAN. -412" (11) MAT1.:5063.78 DWG NO. 8014A 2.380 ti 1.936 - 2.324) .101 1.172 .075 INTERLOCK N�1B (4) DWG NO. 8102 .060 420 mo( Exsas (1c4) MA T8 D1AK4 N0.8108 5.500 .110 --..: 1.793.- .125J.241 J CORNER BACK UP ItATE (62' MAT - 008378 DWG NO. 8112 cal 1.495 j E+- -=- 8.7994. 2- TRACm (108) MATL:6083 -T8 DWG NO. 8118 7205 -- 1 1.845 1 .140 "(7PANELBRAC(ET DWG NO. 8103A DWG NO. 8188 j1 I 3. 321-1 REINF� MRTL 8105.78 (14� DWG N0.8192 (13) 1+L: soes..03 (143) MATL 8083 -T8 CORNER L0QCASTRAC NL (81) DWG NO.8110 MAT% 8063.76 1. CORNER RE063V ASTRAGAL (� MATL:8063 -18 ^ DWG N0.8111 tea 2.781 1.818 "--t1 61 .888��111��+++--- 898 1 .045 ',�15 Jaa l5 9.323 3-TRACK MU (107) MAh 6063.718 DWG NO. 8118 1.184 11.144 1.084 0.815 (1nMAT� DWG NO. 8134 =,L DWG NO. 8133 4 -TRACK JAMB (100) MAT'L:0083 -T6� owe NO. 8132 140 1A55[ i� J l t i ��- 11.144 ^---.1 4- TRA0 31NGLE MEAD MAT'L 6080 -T8 (f11) D N0.8121A 11.853 4 TRACKSILLAgli4M1 MAT'L 6083 -T6 (1, DWG NO. aim .090 2•TRACKJAM5Nd$CREEN MAUL 6063-76 003) 0813 N0.8135 EXTSILI. COVER VWSCREEN INT -EXT 811.1. COVER NAVE• 8080 -T8 11 MAT'L: 6063 -T6 �( ) DWi3 NO 8919 ( DWG NO. 8117 1.405 r=r1-1-7 T I-1-R-- 6.085 -+I 2 -TRACK SINGLE HEAD (113) MAV" .8 -T6 DWG NO121A A U 6 �I+ 7.443 2-TRACK MOLE HEAD N /SCREEN MATL 6083 -78 ( 0640 NO. 8128A .405 l d k �� • 8.615 -- -i .1 3 -TRACK SINGLE HEAD (1.) MAT'L' 808318 DWG NO. 8124A Swim 5002, bow* FJC ft' 8!1107 SWAM 102 f0. f* f 4111.4T18NAlA Jaez4T PA MCHNOLOGYORNII mamma FL 542 jaP.O. 1&9 FL844T4 FIG" EXTRUSIONS ALUM. SLIDING GLASS F . • - IMPACT 1.7 Nana 8t3D780 1/4x 23 023 8100 -11 4amsA Teyer P.E. MINIM tdochankal A net iYNST 1443 • tlilUK, 1513 (30S)315-2101 FAX(105)375-2808 NOTICE OF ACCEPTANCE E NOA) zonalikromakonlesan POT Industries Nekernis, EL 3427 This NOA is bed kneed under the applicable tress red regalehme governing the use of The decumentades sthmined this bets reviewed by ithamiage County Product Control Division and acceped by Board ofRolesand to and in Miami Dade County and Oberman where allowed by (ARM This NOA sball wer be valid after the expthadee date stated below. me Miami-Dade Co Divider an Miami Dade andfor the APO (in areas rem than Dade Casty) reserve to have this or toted far � the If or f� � in will bear the eaprese of snob testi* and the Affi revoke, revallfy, may immediately or empanel dm use - . to revoke this acceptance, if matesial fails to *flee � code. the tlsls or This product including is approved as sad has been designed to►comply with the Cosby, the Righ Velocity Zone. DISCRIMON: rx Md. Well-Aluminum e Clipped ithenes-L.M.I. APPROVAL, Darwin Ns,"I" SID. Wall, Illevatkes Aluminum Tube Clipped Mullion; duets 1 5 of S• prepamdby and byRobeQL. P.E., dated het whit with MINIM the alfAccepumge number and caphation date by the Product Coated ACI RATIN& Lame end following statement liasesiDlade Ossory Each unit dell bears pumas= Idol the manufsennerh name re logo, city, state and Product C , noted AL ofdsbNOA shall be onasitherd after aroused applicadon bas been Sled and the has been change no TERMINATION in dm code oregatively aireohtg the perfenneece of this peaks. oft NOA will occur alter the exphation dapper ifdsaee bas been amides or in the (lithe ofddS MIA asan curl, of any for sales, adverthang or *ay odder purposes dell antemadadly terminate this NOA. Rem to comply with any section afddssrioA skall become for termination and remand of NOA. ADVERTREPARRT: L NOA preceded by de words any �{C� my. e .• the be dune in its � may 1f -+ of the NOA .6 then it by INSPECTION: A copy afthiswiireMAshallbe povided to die ass bythe manufactuss arts and shall be avallable for inspection at thejob site atthe neptest oflbe &Maw Official. This NOA revises and rearms PM# and, eaesists orals pace1red evklence pages E- 1 and E -2,as The tagnatlekdopt" was neriewed by Jaime D. Galena, PK • • • • • • • •••• • •• • •• • • • •. • • • • • a intWeskis NOTICE OF AcITANcE BEISN[Z SUHMn rED .�r�r�a r i.+r..r sir � i �� D. QUALM ,ASSURANCE (�� 1. Dade Code Compliance Office (BCCO) L MATERIAL atIMFICATIONS 1. Notice of Acceptance No. 0441121.01 issued to1 co Textron, Inc., for Tapp n Comets Ate, dated 03/09/K earthing on 01108111. F. STATEMENTS 1. &stoma letter ofconformance and no humid' intetest, did 01 and Eby Robert I. C w k, P.B. G. OTHER L Notice of Acceptance No.049628r04, issued to POT Industries for 1" x Std. Wall- A Tube Clipped Maw, trod 071 104 and expiring on 0(428/06. •• •.•.. • ••• • • • • • • • .• ••• •• • • • •• • ••• • • • • •• • •.•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E -2 D. Guam, Cam, Product ContteIINvlien NOA No 064125.06 Explatin Date June 2O,20L1 Apprewil Date July 7" • • • • • • • • • • • • • • • AR.1a: • •,C OR "D "•AT. B01E1 AND Ai BOT?bM • • • • . • • • •• • ORS DETAIL A • •• • • • • • • •••• • • w • WI +W2 H • H1+H2 W • 121 +42 +1i3 (2) WINDOWS MULLEQ H • MIME AZOKAISZS _M, l Pt,,,LE DOWS MULLED FOR DENOWAVEM MAX ALLOiWal WOW ABOVC DESIGN PRISM SEE MOLES t DE MAX ALL/MMOLE ON PAGE 5 DEMON FEE SEE TAMES M1) M 4k OVA • H OR N1+IL2 (At► Pik 5 MILL MIN • W OR W1+122 ALT} MAX OPEMIK • N GYP Nick? AL?) ARV OMEN • w OR WNW MAL um?, • w OR W1+112 41K) ANAL LENGTH • NI B4} MAX WW2 • WW2 OR w2 +W3 MAIL LENGTH • NI 1. 1/JX STRESS /AN.'14SE HAS NOT era USED AN T F DEMON OF MS PRODUCT. SHEETS 2, 3 AND 5. 2. *BILLIONS ARE APPROVED FOR IMPACT AND NON •IMPACT APPUCATIONE A 4. REF NCE • 1EST REFORM PTT •291?, 2903 AND 2975. ELCO TEXTRON NCA: 04- 0721.01, 03- 4225.03 ANSi /APBPA 1405 •2001 FOR WOOD CONSTRUCTION ADM•2000 ALUMNA DESIGN MAMA 5 THIS PRODUCT HAS BEEN DESIGNED # maw TO COAIPLY WITH ME REQUIRE A MENTS OF THE FLORIDA BUILDING CODE 2004 EDITION FOR THE MOH VELOCITY HURRICANE ZWE (mm. 19300 BUCKS BY OTHQPS: MUST BE ANCHORED PROPERLY TO TRANSFER L TO THE S1RUCRIRE. ANCHORS DETAI. V. "C" OR DD" AT BOTH ENDS AND AT BO77DMS OF ANCHORS DETAIL a.", "C" OR "D" BOTH EWOS ANCHORS DETAIL V, %" ON le BOTH ENDS MULLIONS W • MOW (2) WINDOWS MULLED ZOGETHER FOR DEIERIAWM Mgt ALLOW 0W4 RISME MS TAM ON P408 $ AUX OPEMNO • W OR WINE ANAL WINK • H H1 +H2 ,(1? WINDOW MULLED W /ONE ABOVC FOR DENRINEVG Ui( ALLOWABLE DOW SEE DIMES ON Riff 5 NAT MEMO al OR HUM . M1&L LENGTH • W FOR ANCHORAGE 77f QUAN/IIY AND LOCATION, REFER TO TO a USED WITH POT INDUSTRIES PRODUCTS 1 ` STANDARD WALL E ATIONS na terzart ALUMINUM TUBE CUPPED MULLION n a ti S I NTS 1 �+ 5 8220 r •PG; 1x M • • 'team cut Crf •:.. �� . ft • •• .. .. • . • . • • • • Prif 1NM • •••• • •••tom its Mixt • • • .• ***CAL MULLION 10 MULLION INSTALUOION. DETAIL -A" 112 FH SMS STAGGERED ON OPPOSITE SIDES (op INTERFERE r WITH SEE NOTE 3 SEE NO SCREW, TE •• • • • ••• •••• • • •••• • •.�" • Tx MULLION SEE NOTES 2 * ) OR POT Ix r OR 4" WOOD SUCK REMOVED TO CONCRETE WOOD 4' ON 112 Fit MRS STAGGERED OPPO TE SIDES (SO (SO Nor m morrow � 3') NOTE SEE NOTES 2 & 3 TYPICAL 1. FOR CONCRETE APPLICATIONS IN 1V -AADE COUNTY, USE ONLY MIAMI-C ADE COUNTY APPROVED ELCO 7/4- ZAPLO OR 1/4" SS4 CRETE FLEX MASONRY MINIMUM DISTANCE FROM CENTER OF ANCHORS 70 CONCRE1S EDGE IS 2 1/21. MAN. EINIEDMENTI TAPCONS 1 1 /4-. CRETE-FLEX t 3/4' 2. FOR WOOD APPLICATIONS USE 12 SC1A MO' 1/4' » SWOONS 0R t/4" S94 CRETE-fLEX MASONRY ANCHORS. STU TO �L 1E SILL OR 4. FOR MULL SIZE AND OLmUVT1ty OF AtkomRs SEE SHEET 5. FOR ANCHOR =CONS SEE SHEET 3 QUANTITY OF PINNING SCREWS F0 MULL- TO -CLJP TO 5E HALF THE 07.44R11T1' OF ARCMS FROM CLP-119-OPEWINO 5. 1 _ate • QU NTITY SHOWN ABOVE ARE FOR PICTORIAL a r ONLY. FOR CORRECT OUAN'MY OF ANCHORS, REFER TO CHARTS 7 AND 2 ON MEET 5. FINE! THE APPLICABLE MULL SIZE AND COIONIONS AFRESSURE REOUNED PP PRO NOT sHO$W APY t ALL STEEL 57 CONTACT WITH ALUMINUM TO SE PAINTED OR PLATED S. AVEFERSVCE TEST RE'P'ORTS: FTL -2902, 2903 AND 2975. P01' Ix MIILUW -. ,:1 ; .'. 1 t' lI /0i i 1:1774 ii 7,T, .77;71V.l l4 0!.7 K{l.1lfe :. 2* OR 4 12 FH S'MS ON OPPOSITE SIDES NOS 5115 NOTE" EACH MASONRY ANCHOR NOTES 1 * 3 #12 FH SW STAGGERED ON OPPOSITE SINS 050 AS NOT 70 WIERFERE NOTE J WITH EACH OTHER) SEE ) !" !_.® NOTE 1 • AWwi P6 Until ERICK Q i1Z �T •ONO. DETAIL tri y MASONRY ANCHOR SEE NOTES 1 6 t-'0 OE USED .01,,r 17177! POT INDUSTRIES PR(---7—ouors Montssits Vorwrirldir mitatsliftu • 1 ° STD. WALL, CUP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULUON MULLS I N7 12 + 5 (°""`' X 6220 I • • • • • • • • • • • • • •••• • • •••• • • • • •• • • • •••• ••.• • . • •• • • • .•• • • •••• • •• • • • • • • • • • •. •• • • I" MULL CLIP (CLIP 10 OPINVING) EXTRUSION DWO 11099 "� NULL SEE 1:12x1/8 1,114u1/8 •A• 1 11/19 J 11/11 a Two (2)ANCHOR LOCATIONS =ES; ® F018 l4?. err 0 s v ARE Fix REPREMORIN ter. FOR caviarr 0U4Nmr OP ANCHOR& PLEASE REFER 1D CRAMS 1 MO 2 ON S1EET & NW THE CCVIRECT MULL WE AND PRESSURE MINED FOR YOUR SPOIRC APPLIA{TA 2. amain EDGE 011199 CE APPLIES T All ORENSION AS Ma J. REFERENCE TEST REPORTS: 'IL -290Z 2903 AND 2875 1" MULL CLIP WITAV EEMD1'Q (CLIP 70 AMU) EXTRUSION ORO 11 099 PIN. 0 al CLIANON KM= A/2 ummurruniviii IIN. W THReE (V ANCHOR • • .. • • • • . 1. REFERENCE TEST REPORT 171.-2902, 2903 AND 2975 C ix STD. WALL MUL&$ wrz 8083—T6 TO BE' USED Aar WITH PGT INDUSTRIES PROOUC1S an4sIM MSc no PO urganerwr scs, 1 U STD. WALL MULLION PROFILES ALUMINUM TUBE CLIPPED MULU ©N wits ( 1 X 1 4 5 ( 14.4.611 6220 C , ,1- 1. - 1x2x.125 1 iY, WM. • `'. OPIUM WM MI A OHOd I LAI EA S & 1 Ilia LA 1 •••• • co A B (2) A Q) (1)A (2)B (2)A (2) B (2) A 2) (2)A (2)B (I) A (2) (2)A (2) B ClUZMICIDIACMCM=1:1 ..1;1 IEL1 NUJ ILA Ea 1E31 ILA 11U4 ILA ILA ILA ILA, I ILA 11.11 ILA 1131 1E41 ILA ILA- I ILA ILA ILA KA ILA 1E11 ILA IL:A IRA MA ILA KA IRA SA ILA ILA IRA &A 11121111111111:111111111 111:1111 ILA KA Ma ECM ICI MI 111111131 T: NalECM Ell INN MIMO CHART 2. - 1s4x.121 111 ..��).��i KAI ILA ILA ILA RA CA Ilia ILA SEJI (2) A (4) (3) (2)A (4) B (3)B (2)A (4)8 (3) (2) A (4) B (3)B (4) (3)B (2)A (4) B (3) 2)A (4) B (3) (2)A (4) (3) B (2) A (4) 8 (3) (21A (4) B (3) B filL'7 Kid WA Mil Ilkia & 1t d EA Mil JiLAI ILA &JTit LkJ WWILi ') CAI EU Ca LA Ski iYLJ ILO LA MAI L.1$LI- ILA $1 1 i7J $ L iihlJ�(Ly�rci /Ifit',.'." �EAKEA1 i�31ILARRiI'_YA�A' arA EARL' ILI ILA ILA ��'+' ELILL'1ILA A ILAIRA I 11 ILA ILA ILA EA RA ILA ILA ILA ILA ILA ElLJ1 ILA KAIK AI rlEl ILA ILA I L ILA KAI KAI KA KA EA ILA Kill EA ILAI ILA ILA, ILA ILA ILA ILA !ILA IlLal ILA MLA -10111 ER ILA' ILAI KA ILA KA x:7'1 LA ILA 1E01 ILA IRA "0 lel NM NMI 111131111211 ICU Vortleal Mull °ow Horizontal Mull ' Mu$Uple Mulled thins 1. HAMUM ALLOWABLE PRESSURE /N PSF. 2.OESION 1S BASED ON OPENING WIDTH FOR MULTIPLE UNITS, CONSIDER ONLY 113'O AW41T UM AT A TIME SEE SHEET I. TEST REPORT F L 2902, 2803 AND 2998 4. ANCHOR A. ELCO 1/4" TAPCONS, EM. (1 1/47 OR 1/4° 994 CRE E —FLEX, EMS (1 3/47 8. 112 SCREWS 8. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED sax WITH POT WDLI Fw7 PRODUCTS ., a,L.! •.:. = ..[.ice r I1 : ..� r Joe 1 " STD. WALL, PRESSURE CHARTS 1 & 2 nizatnge c� ALUMINUM TUBE CUPPED MULLION 1NTSr s a8 i°"6".6220 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Induce 1070 Tcrhnology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued wider the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by NTiama Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration dare stated below. The NGami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas oar than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in • the accepter manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Out Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets /through 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Sled and there bas been no change in the applicable budding code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactcncr or its distributors and shall be available for inspection at the job site at the request of the Building Official. •'tail NOA don,ststs Df Ni page 1 as well as evidence sheet E -1 and approval document mentioned above. •The stmiblettddculudadtion was reviewed by Ishaq L Cbanda, F. E. MIAMI DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAR (305) 375-28 www.bnildingcodeonline.com •••••• •• ••• •• • • • •• • •• • • • • • • • • • • • 01 •41'0'1 ••• • • • • ••• •• • • • • • • • • • •• •• • • • .. IIPPBOY • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • NOA No. 07-0629.10 'ration Date: October 18, 2012 pproval Date: October 18, 2007 Page 1 PGT Industrie, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06-21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02115/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06-21-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 sb4 1. Lt�aK�•. egLCI ,PE. Product Control Examiner NOA No 07-0629.10 Expiration Date: October 18, 2012 Approval Data October 18, 2007 • • •••• • • • • • •• • • • •••• • • • • • • ••• •••• • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTION: A. 318' LAMI NOM, (.4029 CONSISTING OF (1) LITE OF VS ANNEALED GLASS PLUS AN .090 NB INTERLAYER OF DUPONT BUTACUE OR SAFLEOKEEPSAFE MAXBIUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. • • ' LAMI NOM. (.4029 CONSISTING OF (1) UTE OF 1E" HEAT STRENGTHENED GLASS PLUS AN .090 PIE INTERLAYER OF DUPONT BUTACITE OR SAFLEXACEEPSAFE • • MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. • CNIM LAMI NOM. (.4869 CONSISTING OF (1) UTE OF 3118" AMIEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM • • Da7�WS (1) UTE O. (3118' HEAT STRENGTHENED GLASS . • (.4851, CONSISTING OF (1) UTE OF 3/18' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE UiAXIMUM PLUS (1) LIiE OF 3118" HEAT STRENGTHENED GLASS. • •Z 9 G R t ES: SEE TABLES 1 AND 2 ON SHEET 2. • • A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. • • • • 8•PosmVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. • •3•G3__ DURATIONS X O 7a( 2S , 526 M 2Z AND 9 Q • 4 H R ' THE 33 113% STRESS INCREASE BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL • • THAT COME INTO CONTACT WITH OTHERi DI IMILAR MATERIALS. SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDMCW. FOR ANCHORAGE • • • •I983U9REMENTB SEE SHEETS 8 THROUGH 10. • • 18i PUTTERS ARE NOT REEQ RED. 8. ANT• INSTALLATION 8CiEW8, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. • l• REFERENCES: • • TEST REPORT FTL-5 212, ELCO TEXTRON LOA: 04. 0721.01, 03-0226.08, ANSI/AFBPA NOS -2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. " 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCUIDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. �ONPI DURATIONS WHICH COIVTAI4 A SIDE LITE TO DOOR CXINNECTION: A THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), I8 REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE UTE CONNECTIONS WHIN DO NOT REQUIRE ITEM 22 REINFORCEMENT. MEM vz GLASS BITE A EXT. - 1/8"JNINEALED OR PEAT STRENGTHENED GLASS .090 PIB INTERLAYER DUPONT BUTACITEOR 8AR.IBUKEEPSAFE MAXIMUM INT. -3118" HEAT STRENOTHIENDD GLASS .402 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 MEM A EXT. -3118"ANNEALED COI PEAT STREN T EKED GLASS .090 PVB 84TERLAYER DUPONT BUTACITE OR 9AFLEXAMEPSAFE MAXIMA INT. -3/18' PL=AT STREIGTHEND GLASS 7118" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC GENERAL NOTES. 1 CONFIGURATIONS...—. 1 GLAZING DETAILS.....„1 DESIGN PRESSURES— 2 ELEVATIONS....._m... 3 VERT. SECTIONS4 NORM SECTIONS6 MORMONS— ..... 8.7 App 1 agar •»0• Q73 �'.Cl Mimed OWe TI•lw._L PAW= 016WJ.1111000$110 .7E °GB°agorro :r aioria Aoa o�ur� PA: =97 d.R WSW NOKOMAR q MOTES AND GMZING DETAILS ALIT FRENCH _ DOOR& SIDE LWWES,IMPACT FDI 11X I"1 • 10 I" .11005.1 I B ••.• • • •.•• • • • • • • • • •• • • • •••• TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED COIfIGURATlDN S: X, XX, 0, OX, X0, OXO, IOW, OXX & OXXO (FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVALS) REINFORCEMENT W REQUIRED AT DOOR & SIDE LITE CONNECTIONS •• DOORS WITH GLASS TYPES A, B, C OR D IntOTH XX 1NIDTH • • 31)* 1/215° 713/4" • •• • • QWIDTH •• ••• •••• • • • • •••• • • •• •• ♦• • • • ••• • • •••• • • • •••• •• • •• • • • ••• • • 27314" HEIGHT 5°- 79314" 7°- 833/4" 87 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 91 3/4" +75.01 -75.0 953!4" +75.0 -75.0 SINGLE SIDE LITES WITH GLASS TYPE A +75.0 -75.0 +75,0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -87.6 +842 -842 38 +76.0 -75.0 +74.9 74.9 +70.4 -70.4 +68.6 -66.8 +63.1 -63.1 Q WIDTH 1 36 314" SINGLE SIDE LITES WITH GLASS TYPES 8, C OR D +75.0 -75.01+75.01 -7&01 +75.0 -75.01 +7&01 -75.01+75.0 -75.0 TABLE 2. ESSU PAM= RES FOR C0MRINED DOOR /SIDE UTES OILY Ll APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVALS.) REINFORCEMENT IS NOT REQUMED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B,CORD HEIGHT A WIDTH 2° 25112" 271/2" 291/2" 36 31 1/2" 28 331/2" 35 1/2" 3° 371/2" SINGLE Q WIDTH SIDE UTE I,.,M O WIDTH 66 - 793/4" 7°- 833/4" 87 3/4" 913!4" 4° 473/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49,8 51 3/4" +54.9 -54.9 +61.8 -51.8 +49.0 -49.0 +46.5 -46.6 55 3/4" +51.7 -51.7 +48.8 -48.8 +48.1 -48.1 +43.8 -43.8 50 69 3/4" +49.0 .49.0 +482 -462 +43.8 -43.6 +41.4 -41.4 b+ 83 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 673/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.6 -37,5 8° 71 314" 103/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 8 °-953/4" +47.4 -47.4 +44,3 -44.3 +41.8 -41.6 +39.3 -39.3 +37.3 -37.3 +35.6 -35.6 +34.0 34.0 IU"//bt Alit GLASS TYPES A, B,CORD NOTES: A1. GLASS TYPES: A. 318" LAM! (1/8"A, .090 PVB, 3118' HS) B. 3/8" LAMI (1/8" HS. .090 PVB, 316" HS) C. 7/16" LAMI (3/16' A, .090 PVB, 3/18" HS) D. 7/16" LAM! (3118" HS, .090 PVB, 3/18° HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE i OR2. LEI MAX. OX/X0 WIDTH • 731/2" MAX. OXO WIDTH • 109 1 /2" MAX XXO1070( WIDTH = 107 3/4" MAX OXXO WIDTH =1433 /M 3. SINGLE DOORS 33 618" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAYBE USED WHERE EGRESS 18 NOT REQUIRED BY CODE. 4. DESION PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. AL EXAMPLES OF COMBINED DOOR AND SIDE UTE DESIGN PRESSURES: ® EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 60" WIDE x HIGH SINGLE DOOR WITH 29" SIDE LITER DESIGN PRESSURE =+87.61 677.8 PSF +75.0 -75.0 +75.0 -78.0 +75.0 -75.0 +75.0 -75.0 123/4" +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +88.5 -88.5 +85.0 -65.0 +61.9 -61.9 21 3/4" +84.5 -84.5 461.0 -81.0 +57.8 -57.8 +55.0 -55.0 273/4" +52.9 -52.9 .49.9 -49.9 +47.2 -472 +44.7 -44.7 381/8" +35.2 -352 +35.2 -352 +35,2 -35.2 +35.2 -352 38 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +75.0 -75.0 +75.0 -75.0 +59.0 -59.0 +52.4 -52.4 4428 -42.6 +34,4 -34.4 +34.0 -34.0 EX B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 86" HIGH DOUBLE DOOR WITH 36 1/2' SIDE UTES DESIGN PRESSURE • +70.4 /70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x87 3/4" HIGH) SINGLE DOOR WITH 28" SIDE UTES DESIGN PRESSURE • +43.8/ -43.6 PSF EX. DFROM TABLE 2. OXXO WITH GRASS TYPE C 633/4" WIDE x80'' HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE • +43.1 /.43.1 PSF AS FAR COMBINED DOOR MID SIDE LITES FROM TABLE 1, WHICH REQUIRED SAT DOOR TO WE LITE CONNECTION SEE SECTION E-E, SHEET 6 FOR REINFORCEMENT DETAIL Approved V Ay,yi{"y ode the fled& NOAN SSW Dodo WOW Lli/i 1 "MOW 149 Zelmatarar lWd lislMU erao•R4sr operaffsvia I Vaibb Beats D7ESIGNP ALUAL FRENCH LIIOOR & SIDE mot ® 2 10 - IMPACT 112054 • • • • •• • • • • • • • •• •••• • •• • r • • • • • • • • • • ••r • • •• • r • • • • •••• 1/2* I - MAX. •••• • •• • • • • •••• •••• • •• ••0••• • • • ••• • •- • • - •••• • • • • •••• a SEE TOTE 4OX OR XO 37 til,' A� 983.+4 MAX. HT. A TYP. 3/ff MAX DLO TYP. MEL 1. FOR ANCHORAGE DETAILS SEE *TEETS 8 THROUGH 1O 2. FOR FKNIIZCNTALAND VERTICAL SECTIONS SEE SHEETS 4AFC 8. 3. SIDE UTES OVERLAP le AND IOC DOORS BY 3/4 WHEN ASSEM&ED TO MAKE %0,'OX'.'OXO' IOC, 'CM AND 'COOKY CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIB LITE TO DOOR common (SEE APPUCABIUTY SHEET 2). 5. CLEAR OPENING FOR 'X AND 90C DOORS AS FOLLOWS: (9P DOORS • WIDTH- 8.848) (IOC DOOR •DOOR WID7H1244.079) army are - a.r•. A X 109 1 /2" MAX 1433!4' MAX. — 1--8Eg NOTE 3 +1+- 1+-- --•-h —SEE NOTE 3-- •1.• -- MNL SEE NOTE4 OXO O SEE NOTE SEE NOTE G OXXO 98314' MAX. (TW.) HEIGHT DLO =HEIGHT- 11319" DLO WIDTH' • DOOR WITH 1218118' DLO WIDTH 70C = DOOR WTOTHI2- 116/18' SIDE LITE DLO HEIGHT • I4EK#IT- 113/8" A DLO WIDTH • WIDTH 31/8* UMW Do& JL MOIST rensailowartrava mum 11.XVI rA ltmj.A y¢,6oer ELEVATIONS nnyruvct v'-wart Ant ith r8r VFd.':ds !lauds/ Cads Dam, Qg_i Phildr f .; Qwe Peuitml ta. AUDI. FRENCH DOOR d SIDE LITEL% WACT •iMY •aN •i•r •ery•a *. p101 171311 •10' 11094 I B •••• • • • • •••• • •• • • • • • • • • • • • • • • • • ••• • • • • •• •• • • • • • • •••• •••• • • • • • • •••• • • • • •• • • • • • ••• • • • •••• • • •••• •• • ••• • • DLO DLO MAX. SIDE LITE HEIGHT SLVIEWGG CORNER ASSEMBLY oaomWytaeavnithe Milk Balding and d. �,C 7 t'' l °.ems. ' DOOR SECT. A-A SL SECT. B-B VERTICAL VERTICAL • • • • • • • • • • •. • •••• • •• • • • • • • • • • • •••••-• • • • • , ,,• . • • • • • •••• ••1 •N •••• •••• • • • • •••• •••• • ••I ••• •• • • • ••• • •• • II SL WIDTH SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, S AND 9) „� SL SECT. E-E HORIZ (DOOR WI SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 &2 FitAPFVCAEMIN faroTWINCe.OGYMae MOWN* AMIN PG tat9 Ft altr4 MAX. Si. WIDTH pp,.•r crow b.M yazf •p . 42 SL SECT. F-F HORIZ (SINGLE SIDE LITE) ALUM. FRENCH DOOR & S1DE LITES IMPACT •••• • • •••• • • • • • •• • • • •••• •••• • • •••• • •• • • • ••• •••• • • •••• • • • • • • •• • MVO 0 POT# DESCRIPTION 8430 80411 FRAME HEAD 2 1010 80300 - -.,GI -LON .190 X.375 KOH 3 7070 87070K BOLE WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLT STRI EPIATE 938 7938X PT. LOCK STRKEPLATE 77832X2FP1P _ ,3.1 11 : t:Tn 1r Pr' . AIM --kilillilLazfatRitY44-4:1iirlr*--1:ToTti7V1:7.17.14v.37-FilAIMI ' !'= re-7A :4 it Tql-in ,1"13:141D7.7147. 7:1111111111/111 ria =no 870 611 v4:,'. .'r Trnc HOLD 871870 1P..350 RD FOAM FLL 7-SLOT $BURY#32011 j ;WAD 611004M 411001A 11002A 11003A `T= �r. R CETAL SPACER .065 (INHOUSE IM ECTION MOLDED) ACETAL SPACER .095 (MOUSE 9IJECTION MOLDED} ACETAL -ACER.140 1 INJECTION MOLDED manual= H I`1'• .000 X2.750XO.' :;, X1.500 PH SOA178 CI IMAM tEMEMIIIII Ej r 0'. F37TLiIm HEM H 914A sir 14 SMS PANEL, SIDE RAC. HINGE 1 =Tr- OX.625 PH. FL $MS '1 18 c . 'T NUT 7834FPT 341111111111C` =� .c- ifi- ?a Il!:!1N; , *Z Faii''4UTOI T* I`rri i 41107;jam - -.7- cT .Fi f.1,Y1;1k si. .Tyi'i 4721 la LaTJM 1:31 EMI 47 •: 7 TT',:i(7' 48 1139 7834E 40 • " FD2PTAY 2 PT. LOCK ABBY X.760 PH. FL. EMS 1 8 4 70B) 60 51 52 6R180F$ RUBBER SLEEVE 930 1721 : " +r t PL 14SERT (#IACTIVE PANEL) 931 7FRSPX DEADOOLT STRICE PLATE 53 1118 710X34PFA 010 X.750 PH FL 811$ 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #1O X.750 PH FL$ D1110 # POTS [7 8203 C i 61 62 63 DESCRIPTION S _ HEADER =ELITE S81 SIDELTIE JAMB X1.000 QUAD PN. SMS 11:1111111111a. TY7 71- LJI _ E"" ■ MMI =EMI ILI �� E. :;ij;t7.1�•:.:1f1iLiiTr.iillZ;T — r it IA 980 '..:11111.11L-.1.11111.11..11.111.M11111 Cal 1 • M +1.I e •„ e .:: zh 14 :1qr r,, •, 7J18" BEAD, ,THIC Lz ED IN x,-'1157 .: JUT .318' 118' A, .90 PVB, HS 318' LAM! 1/8" HS, .90 PVB 3116" HS , 7118" LAMI - 3118' .90 PVB, 3118' HE ACETAL "ACER.295 E r.,. 03 , SHE D 71"11 T G JM4 -+-j tat 880 4-73\ MIMING THRESHOLD Vy CHANNEL COVER 8076 • QC TUBEtnnl 606345 1000 Append is cora&ria• Roads 1:011 MO 423 raf XAr- By1$ et 1. ! 1..,..I,. 4•140 wit" *Mite FX BOLT INA0010101.10.10.7017000. A.31115 AllWfp ,F13074 PARTS UST ALUA( FRENCH DOOR & SIDE WEB IMPACT swore rowe 1/2x 8 • 10 1 110061 1 B • • • .•• • • •••• • • • • • • ••••N • • • • • • • • • • •• • • • •••• •••• • • •••• • •• • • • .•• •••• • • •••• • • • • • • • •I •• • • 1.750 • • •• •• •• • DOOR PANEL • {�0 TOP & BOTTOM RAIL 41 8083 45 DOOR PANEL SIDE RAIL 808375 h}x--1.800 ►{ j x.1210 .780 -r TRUSS CUPMP 8083-T5 (2 DOOR PANEL 1 441 INTERIOR ASTRAGAL �% 6083-T6 ODOOR PANEL EXTERIOR ASTRAGAL 8083 -T5 L .583 n==4513 1 72 T/18' GLAZING BEAD 6083 -T8 F+-- 3.000 ---►{ 1.272 0 FRAME HEAD 008348 ,r;;;\ �63.T8 tirades Oat O.HEADER 808348 (;:•‘, stsai 8088 -T6 ODOORFRAME, JAMB 606378 7 °r SL JAMB o� O 37 STR BTRIP IPER CHANNEL 808375 HINGE 8075 0.375 .125 vsse bar • I arw .6.d pasmarnwistarg ezaaarvorie osa ombam 7OAsil•5/440O atOr WHOTECHM211.01311211MI R SUN EXTRUSION PROFILES LAIL FRENCH DOOR & SIDE UTES, IMPACT POW f 7 • ,0 `' 110064 rB t' l" RL. Oak, P.e PERIM@ 8911IwY •••• • • •••• • • • • • •• • • • •••• • • •••• • •• • • •.• •••• • • •••• • •. .• HEAD I Z t—ZONE "D•-1—ZONE •D" • —t • • • ;4 • • M• •• • •••• • • • •••• Si.I. • • 1 ZONE "C' SEE TABLE 3.. MT. 9 HEAD HEAD z0 �'-1'Z E1 xx ZONE 1:1" ' –' ZONE Ir SEE TABLE 4.. SHT.0 SILL 811.1. SLL ZONE "E" 1 t— ZONED' —t ZONE 'E"1 ( . . XO OR I OX tl —ZONE I "- -VZONE ' SE TABLE 8.. SHT. 9 SEE TABLE 8 . $HT. 9 —ZONE 'Dfi ZONE " P 1 t– 1— ZONIEE"F"fi71IN 'F"— t-ZME1 JAMB ZOVE <QORQ .\ XX A • ,, r Mx , r /, r EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19' x833/4' SIDE UTES "B"AND "E" ZONE ANCHORS FROM TABLE 7, SHEET9. PLUS; B.71314 "x833!4 "SE DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH 'V* ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+548+2= (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. TN K x N.. j A • ,, r Mx , K x.. I .. .. x / \ ' ` N 1113 X x OXXO • r r x 1 \ r / r Y" ri- Ill- Y w/ X It •► SILL zore'D" ZONE v. ZONE •P' ZONE '12` ▪ SEE TABLE 7.. MIT. 9 SEE TABLE 7.. MT. 9 SEE TABLE 7.. SHr.9 ALSO USED AS AN EXAWLE OF ANCHORAGE FORA833 /411 UNIT NOTES: 71 3/4"W'XK D00R WITH 19"W BCE UTIS (SEE SOLUTION P� 1. APPROVED ANCHOR TYPES ARE 1.114" ELCO TAPCON$ 2.114" ELCO834 CRETE -FLEX MASONRY AM MORB 3.012 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. 0.C. FOR CONCRETE) SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (AIL): 13 VP MAX. FROM CORERS AND 23 VW MAX. O.C. HEAD 8 $ILL OF DOORS: 8" MAX. FROM CORNERS, W MAX FROM ASTRAGAL CENTERS AND 207!8' MAX O.C. HEAD & SILL OF SEE UTE8:8" MAX FROM SAND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FM THE CONFIGURATION ABOVE THEN REFER TO THE SATE TABLES ON SHEET 9. Approval as to Florida ',frogwith Qs 7 $OM NMI ��0•�� Fading »3444- I tiL4L4dt - *met* •r• *Way MDWW4UMPIII NT.. MIKOMIXIII470 R.11101 VINO Aster ANCHORAG&CONROURATIMIS A I▪ JAL FRENCH 00,0R14 SEE LflS, IMPACT 1 N7SI i - 10 lal.416' 110064 s 1 L. CPO. Pi. PEI IEfYH2 6fuoMtl 2X WOOD BUCK NOTE 21 3.4 KS1 MIN. CONC. 1X WOOD BUCK NOTE 2 •••• 13' • • V- • • • • • • • • • • • • ANCHOR •• • •.gyp ��4'' TYPE 20123, • •• •• •• NOTE1 • • • • • •••• ••••COOR HEAD (WOOD) •••• •••• 131V • • �..••• •.••Y$ MAXSHIN� MIN. • • :M t i • CONC • • • tow rifillifr; ANCHOR ON Ili •••• TYPE STAGGERW NOTE 1 NOTE 1 ill e CENTERS, 2X WOOD En 1X WOOD BUCK BUCK, NOTE 2 NOTE 2 DOOR JAMB (WOOD) MOD ANCHOR, TYPE 2OR3 NOTE 1 2X WOOD BUCK NOTE 2 3.41691 MIN. CONC. 1X WOOD BUCK, NOTE 2 11C MAX 81118 WOOD 1 353" TYPE 1 1 3/4' TYPE 2 318" MIN. 114" MAX SHIM CONC. ANCHOR NOTE DOOR HEAD (CONC) U4 MAX _ 81IM 1 114' TYPE! OR 2 (CMU) 1 318" TYPE 1( ) SIDE LITE HEAD (WOOD) 1314'TYPE 2 (CONC) 114" MAX 8HIb 1/4" MAX SHIM WOOD BEE. ANCHOR TYPE 2OR3, NOTE 1 13181YPE 1 13/4" TYPE 2 114' MAX SHW CONC. ANCHOR, NOTE 1 SIDE UTE HEAD (CONC) 1 114" TYPE 1 OR 2 (CMU) • " I�Jj wf++ ` �"� ' 3!4 "MIN ED. i '1ErMIN. %r ,34 (CONC) 1 TYPE (CONC) ' NOTE Miii!)01 q,•, ! 1 A N MIN. ED. Wow 3.4 KS MIN. CONC. " 1 + I+ i ANCHOR ,: a: fig• 1 4' MIN. EA. 1i ' is 1.5 BSI MK WU OR ••.9914 MIN ED. r TYPE IM17 -I i,�'a +_, 18K81 MIN. C IUOR 2XW00D !€ L NOTE 1 :q•'':r,. 3 41($1 Mpg. 0ANC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 Ems. DOOR JAMB (CONC) SIDE UTE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 114' MAX. SHIM t WOOD ANCHOR TYPE 2 OR3, NOTE 1 IX W000 BUCK, NOTE 2 1/4'MAX SHIM • sir �'d ,t%!'.v ar' 1Er TYPE 1 �" ' 4••• �' `!' 1 3/4" TYPE 2 c f �< -' 13N MIM *; K 7 NW TYPE 1 r: •.,�. t 3.4K81MIN. � +.,•� + 314 TYPE2 A4IN +'-3- (-3.4 KPp Mpg. CONK'.. 1 CSR',. •W 04_1'11" 1t , 2X W000 BUCK NOTE2 E D. 2X WOOD BUCK NOTE2 }r 114 DOOR SILL (WOOD) SIDE LITE SILL (WOOD) SIDE LITE SILL (CONC) 1/4' MAX SHIM DOOR SILL (CONC) NOTES: 1. FOR CONCRETE IN STAU.ATIONS IN MIAMI.DADE COUNTY, USE ONLYMIAMI- DE COUNTY APPROVE) ELCO 114" TAPCONS EMBEDDED 1318' MIN. (TYPE 1) OR 114.864 CRETE -FLEX EMBEDDED 1314' Mpg. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314". FOR WOOD INSTALLATIONS USE 012 SCREWS, GS (TYPE 3) OR ELCO 114' $S4 CRETE-FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT I8 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2K ARE 1912' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 84GIN D BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GRIXJT OR OT•RE MATERIAL 13 NOT REQUIRED. IF USED, NON-SHRINK NONMETALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT M NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN TIE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY TM AUTHORITY HAVING JURISDICTION. Approval as mupt; :ape ite the 20• NOM MOM Padua CAMM wow R.ININI F *a Wi 3474 WO* Omar ANCHORAGE DETAILS ALUI. FRENCH DOOR & SIDELiiEB, A VACT I NISI 10.1 I"'°° 0 110061 ` B Building Photographs See Instructions for Item A6. 164243 For Insurance Company Use: Building Street Address (including Apt., 1249 NE 100TH ST Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number City MIAMI State FL ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW SIDE VIEW REAR VIEW Building Photographs Continuation Page 164243 For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1249 NE 100TH ST City MIAMI State FL ZIP Code Cornpany NAIC Narrrber If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." NE 11ST:. St S.I.R. 1/2" 75.00' S.I.R. 1/2" LB #6135 (75.00') FENCE,0.7'S,0.5'E — ('15:00') N uni 7.72 m 1 THE E. 25.00' F O LOT BLOCK 1 1 (INCLUDED) 5' U.E. 7.11 %/ oA7s/ mr /oNrrmcfirmn- MIAMI -DADE COUNTY BRASS DISK (3250S), B-62 N.G.V.D. 1929 ELEVATION =8.65 E:1OOTl St ........ NE 10DT THE W. 50.00' OF LOT 6 BLOCK 1 (INCLUDED) 1.5' 1.5' 40.6' 2nd STORY FINISH FLOOR ELEVATION = 16.75 2 STORY RESIDENCE #1249 FINISH FLOOR ELEVATION = 9.31 LL. 0 rr w 2 0 0 0 w (n (n w J LOCA T/ON MAP NOT TO SCALE 0 w 0 J 0 z 20.5' 17.4'. L S4L D GR'/P'T /ON,' THE EAST 25 FEET OF LOT 5, AND THE WEST 50 FEET OF LOT 6, BLOCK 1, GORDON SHORES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 45, PAGE 8, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. Certified To: SERGIO D. SOTOLONGO; NORTH AMERICAN TITLE COMPANY; FIRST INTERNATIONAL TITLE; FIRST AMERICAN TITLE INSURANCE COMPANY; JP MORGAN CHASE & COMPANY, its successors and /or assigns. Property Address: 1249 NE 100TH ST MIAMI, FL 33138 TARGET SURVEYING, INC. JOB NUMBER: 164243 Field Work: 12/8/2010 F.I.P. 5/8" NO I.D. f ilk D et-VIAi TIO N L 7 .5 C C'/1 J r/O N, A/C AIR CONDITIONER CENTERLINE F.I.P. FOUND IRON PIPE LD. IDENTIFICATION LB LICENSED BUSINESS (M) FIELD MEASUREDNERIFIED NA.V.D. NORTH AMERICAN VERTICAL DATUM N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM OHL OVERHEAD UTILITIES P -K PARKER KYLON NAIL PSM PROFESSIONAL SURVEYOR MAPPER R/W RIGHT OF WAY S.LR. SET IRON ROD F.I.P. 5/8" NO I.D. 0.8'E,0.9'N S.I.R. 1/2" 75.00' F.I.P. 5/8" NO I.O. 0.7'E,1.7'N (50.00') 75.10'(M) S.I.R. 1/2� F.I.P. 5/8" FLOOD ZONE: X/AE COMMUNITY NUMBER: 120652 PANEL: 0306 SUFFIX: L 6.63`. '6.07' N.E. 1 00th STREET 60' R/W (ASPHALT) NO7 fr k'�l//.5ION5: 1. LEGAL DESCRIPTION PROVIDE BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 1. ADDED TOPOGRAPHY WITH FINISH FLOOR ELEVATIONS AND ORIGINATION BENCHMARK ... 7 -18 -2011 Clyde 0. McNeal PSM #2883 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OFA FLORIDA LICENSED SURVEYOR AND MAPPER ��`�ZA Miami Shores Village a S o es V s-19„9 111 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 I Tel: (305) 795.2204 Fax: (305) 756.8972 6 e 3 11_ � ,� INSPECTION'S PHONE NUMBER: (305) 762.4949 B I DING PERMIT APPLICATION FBC 20 P FECTIMM MAY i221t II BY: Permit No. ge Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 'S ewi(o P. SOT9Lakic ® Phenol: 305 2-0(0 •� /t Address: f'4'( f349-00_u_ AtIENVf- city: f'((NJtt State: FE. zip: 3 3I3( Tenant/Lessee Name: Phone#: .S3 R • 1f Z AllpriLA Email: 5EfteW.SoToLONee e olocto..com JOB ADDRESS: 12•44/ `Y . / ®O VAT City: Miami Shores County: Folio/Parcel #: II 320 a 002) - 0060 Is the Building Historically Designated: Yes Miami Dade zip: 331...8t, NO tr. Flood Zone: X CONTRACTOR: Company Name: If 3 4JrAtMENIT Phone#: 305.2-. '2 . t(2 Address: t444 ( 5• . / A E City: CAL MET To Fay" C state: EL--- - , s Zip: 33151 Qualifier Name: .A W. 6Cf1 W/ S:11---- t ` Phone #: 3©S• 227 z • ((-5 2. State Certification or Registration #: Ca c. 001 3 % .► Certificate of Competency #: °" Contact Phone#: ©5 •Z$2 . t (32. E : AVI5C- HVJAPTZ55 €A01... CoM DESIGNER: Architect/Engineer: oketP yA_Peoe. 00 - 11 P/1 Phone #: 3o5. (peal . a3bl Value of Work for this Permit: $. , ft) 1000 . aO Square/Linear Footage of Work: 2 I Type of Work: 1 Addition ErAlterationC(g'[ ) ONew is, C epair/Replace 6AnNaliv ) ODemolition Description of Work :'Ar.P(fidjs Of CAleget, rA-r( °• C,Sb 1. • /NTECVoi( !Zf/vfO Pa IN (1 216$T • /It /Nposd AEri.A4E.t4ENT d Submittal Fee $ 1 0. ! , Permit Fee $ e O 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural. Review $ Iry Technology Fee $ TOTAL FEE NOW DUE 'WARR Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AITIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ` Owner or Agent The foregoing instrument was acknowledged before me this 0 day of MA- f , 20 _l( , by ageto 60TO LoN(10 who is personally known to me or who has produced As identification and who did take an oath. NOT IC: Sign: Print: My Co n 3e ' O !N& • HENRY J. BENDHEIM . Notary Public - State of Florida • My Comm. Expires Dec 9, 2012 Commission 0 00 815090 *SMIIMIliliteilitthilettelitliliall APPROVED BY (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Contractor The foregoing instrument was acknowledged before me this t o day of +`� , 20 IL, by. 41.446( 6 {11� �-", who is personally known to me or who has produced as identification and who did take an oath. NOT '.Y PUBLIC: Plans Examiner Structural Review Sign: Print: My Commission Clerk (4 ( 09/23/2011 13:22 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 0001 *s* TX REPORT * ** * * ** * * * * * * * * * * * * * * *** TRANSMISSION OK TX /RX NO 1812 RECIPIENT ADDRESS 93056617621 DESTINATION ID ST. TIME 09/23 13:22 TIME USE 00'18 PAGES SENT 1 RESULT OK Permit 4o: 11-858 Job Na ,e: Septem . 7. 3, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 3rd 1) I ' p mit applications must be submitted prior to any further review. 2) c: ate permit applications for the driveway, roof and gutter. (prior to starting of specific 3) 1 : .use is in a special flood hazard area. Identify the size of all flood vent in stem v I ; 'd provide a minimum of 1 square inch of vent for every 1 square foot of floor s including the garage. 4) F )v truss plans. (approved prior to foundation inspection) 5) i iv product approval for single hung windows. Provide 2 complete sets signed by t 1. c•igner_ Plan rev: v not complete, when all items above are corrected, we will do a complete plan review. If any sl v^ided, remove them from the plans and replace with new revised sheets and include :t of \ ,tided sheets in the re- submittal drawings. Norman : Cr..O 305 -795- Sos A5/1(- yiaap Permit No: 11 -858 Job Name: September 23, 2011 / t p r: emit a pp lications must be submitted prior to any further review. _,,2) ?par-ate permit applications for the driveway,roof and gutter. (prior to starting of specific 1n.) This ouse is in a special flood hazard area. Identify the size of all flood vent in stem wail and provide a minimum of 1 square inch of vent for every 1 square foot of floor s; DC.:' including the garage. ), ovi 4e truss plans. (approved prior to foundation inspection) 5 F ovicle product approval forsingle hung windows. Provide 2 complete sets signed by t d -signer. Miami Shores Viiiage Building Department Building Critique Sheet 3rd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan revi .:v .s not complete, when all items above are corrected, we will do a complete plan review. If any sh its. -ire voided, remove them from the plans and replace with new revised sheets and include r of voided sheets in the re- submittal drawings. Norman n CEO 305-795- C IN: 3cs- -11pcA1 PERMIT #:�� Miami Shores Viiiage Building Department RECEIPT ia+ltio UJ. Jotlti ❑ Contractor ❑ Owner Architect Picked up 2 sets of plans and (other) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: f) f l Address: /d ,eM /'5 /€20 yr From the building department 0i this date in order to have corrections done to plans And /or get County stamps. 1 derstand that the plans need to be brought back to Miami Shores Village Build' Acknowledged by: PERMIT CLERK ent to continue permitting process. RESUBMITTED DATE: 1 II 1 i 1 PERMIT CLERK INITIAL: d Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: I \ DATE: to I 1 ��. Contractor ❑ Iwner ❑ Architect Picked up 2 sets of plans and (other) o L Address: L kit— S From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: G4 -/2C�4 PERMIT CLERK INITIAL: '�G/ '7 %72-4--/W RESUBMITTED DATE: t3 PERMIT CLERK INITIAL: 08/23/2011 09:19 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Ij ow. * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1699 RECIPIENT ADDRESS 93056617621 DESTINATION ID ST. TIME 08/23 09:18 TIME USE 00'20 PAGES SENT 1 RESULT OK F5l9-a1, i - /-\-1/aN\ Permit No: 11 -858 Job Name: August 20, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd All permit applications must be submitted a to rior any y further review. 2) Separate permit applications for the driveway, roof and gutter. (prior to starting of specific scope) ) This house is in a special flood hazard area. Identify the size of all flood vent in stem wall and provide a minimum of 1 square inch of vent for every 1 square foot of floorspace including the garage. Provide special inspector forms forthe soil compaction and the masonry. Foundations with 3 bars require a transverse bar per FBC Ex. 4404.3.3.1.2Structural "6foundation schedule must match. ) Provide truss plans. (approved prior to foundation inspection) 7) Provide product approval for all new /altered windows and doors.Only one copy was submitted. Provide 2 complete sets signed by the designer. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and eplace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 rit\-)t Ccec I — 1 Permit No: 11 -858 Job Name: August 20, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) All permit applications must be submitted prior to any further review. 2) Separate permit applications for the driveway, roof and gutter. (prior to starting of specific scope) 3) This house is in a special flood hazard area. Identify the size of all flood vent in stem wall and provide a minimum of 1 square inch of vent for every 1 square foot of floorspace including the garage. 4) Provide special inspector forms forthe soil compaction and the masonry. 5) Foundations with 3 bars require a transverse bar per FBC Ex. 4404.3.3.1.2Structural foundation schedule must match. 6) Provide truss plans. (approved prior to foundation inspection) 7) Provide product approval for all new /altered windows and doors.Only one copy was submitted. Provide 2 complete sets signed by the designer. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and eplace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 rin.x --7IaI gespfba GSM tAc.3T`5 , iami Shores Village Permit No: 11-858 Job Name: May 20, 2011 PO, AUG 1 7 2011 ' Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 b -- FA-)c 305 — (ej(, (-- -`i (cQ f Building Critique Sheet ans must be approved by HRS for the septic system. pi...".-4s Aare. tbEe.a 5Jib.AcTTSD 117 4A1e6/ Impact fees must be pad with Miami Dade County planning and zoning. °^' `'��' vox 3) All permitapplications must be submitted prior to any further review. oK. r-4) Separate permit applications for the driveway, roof and gutter. o. ..em Da wi,r. A -3 „..--.15)\CorrectiQns for plumbingsmust be . completed. m oa M i2.S Apps. 5.s►-n ,Pwr,�,,. 6) Provide substantial improvement form cof'npleted and signed.This house is located in a flood zone. This alteration appears to be asubstantial improvement in accordance with Miami Shore Code of Ordinances. Provide all documentation including signed contracts from all sub contractors. (Am. S bP*tr 4:22,4 •F■L 4 Co'-Vi' -T -17 A 4•L• (----,17) Provide a "signed and sealed elevation certificate. -rtFi t *.t)OO. 8) Provide 3 copies of energy cajculations. Ges.r.;--rs2.47° CA1.44.")LA-rt 9) The plans are shown to be designed under the 2007 FBC but all of the code citations are from the 2004 FBC. 1*S vt4S (0C..ires wait : •ET --e-jv 10) The soil boring report" is for an addition to the front of the structure, please correct report. 4£E4 —t11) Foundations with 3 bars requires a transverse bar per FBC Ex. 4404.3.3.1.2 -9rrr 12) Provide note showing the. top of the foundation will be 8' below finished grade p'6 ' 1idj-u'0a 13 Provide truss plans. Nvt"E o�J ts.Ei A. Q.- SSW. `+fi �'�' bv1P. rovide product approval for all new /altered windows and doors. 1..10-r v.. oa SAT- A -3. 4c. . S.�o►L� 5) All product approval must be signed reviewed and approved by the design of record T• 4—+16) Plans must identify the insulation requirements on the plans,g . et„�.� 17) Identify the secondary means of escape in the sleeping rooms. c44 SW-r- A -Z. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa complete plan them from the plans and replace with new revised sheets and n the re- submittal drawings. review. If any sheets include one Norman Bruhn 305 -795 -2204 e voided, remo of voided sheets L Z5\11/I 711 H tQ.c. r' A,56 i NO'Z �2► -ir" -7v? . A rrr Q D. 0,4_ • Miami Shores Village Building Department • 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. / c- /% ^ g' Job Name PLUMBING CRITIQUE SHEET FN491 ' ,4'xr i�fv`'ecc, 0 Permit No: 11 -858 Job Name: May 20, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FA--)( ( 305 - Page 1 of 1 Building Critique Sheet 9 Plans must be approved by HRS for the septic system. Impact fees must be paid with Miami Dade County planning and zoning. ,,,r3) All permit applications must be submitted prior to any further review. ,4)/ Separate permit applications for the driveway, roof and gutter. 54 Corrections for plumbing must be completed. 6) Provide substantial improvement form completed and signed.This house is located in a flood zone. This alteration appears to be asubstantial improvement in accordance with Miami Shore Code of Ordinances. Provide all documentation including signed contracts from all sub contractors. 7) Provide a signed and sealed elevation certificate. Provide 3 copies of energy calculations. he plans are shown to be designed under the 2007 FBC but all of the code citations are from the 2004 FBC. The soil boring report is for an addition to the front of the structure, please correct report. Poundations with 3 bars requires a transverse bar per FBC Ex. 4404.3.3.1.2 rovide note showing the top of the foundation will be 8' below finished grade. Provide truss plans. 4) Provide product approval for all new /altered windows and doors. y All product approval must be signed reviewed and approved by the design of record. tans must identify the insulation requirements on the plans. Identify the secondary means of escape in the sleeping rooms. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. RC If ^ g4--(F Job Name PLUMBING CRITIQUE SHEET 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)758 -8972 Folio Number:1132050080060 Owner's Name: CHASE FLEX Job Address: 1249 100 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 2811 Total Job Valuation: $ 90,000.00 Contractor(s) Phone Primary Contractor WEBB MANAGEMENT (305)282 -1132 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/12/2011: Yes Comments: 05/23/2011 15:43 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1400 RECIPIENT ADDRESS 93056617621 DESTINATION ID ST. TIME 05/23 15:42 TIME USE 00'38 PAGES SENT 3 RESULT OK Permit No: 11-858 Job Name: May 20, 2011 Miami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FA-x, �� (ev4 Page 1 of 1 Building Critique Sheet 1) Plans must be approved by HRS for the septic system. 2) Impact fees must be pad with Miami Dade County planning and zoning. 3) All permit applications must be submitted prior to any further review. 4) Separate permit applications for the driveway, roof and gutter. 5) Corrections for plumbing must be completed. 6) Provide substantial improvement form completed and signed.This house is located in a flood zone. This alteration appears to be asubstantial improvement in accordance with Miami Shore Code of Ordinances. Provide all documentation including signed contracts from all sub contractors. 7) Provide a signed and sealed elevation certificate. 8) Provide 3 copies of energy calculations. 9) The plans are shown to be designed under the 2007 FBC but all of the code citations are from the 2004 FBC. 10) The soil boring report is for an addition to the front of the structure, please correct report. 11) Foundations with 3 bars requires a transverse bar per FBC Ex. 4404.3.3.1.2 12) Provide note showing the top of the foundation will be 8' below finished grade. 13) Provide truss plans. 14) Provide product approval for all new /altered windows and doors. 15) All product approval must be signed reviewed and approved by the design of record. 16) Plans must identify the insulation requirements on the plans. 17) Identify the secondary means of escape in the sleeping rooms. Plan review is not complete, when all items above are corrected, we will doa complete plan 08/23/2011 09:19 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES a 001/001 Permit No: 11-858 Job Name: August 20, 2011 g56)GE • 4 e21'5u22c —r. I%1) ✓2) Miami Shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd All permit applications must be submitted prior to any further review. - Separate permit applications for the driveway, roof and gutter. (prior to starting of specific scope) This house is in a special flood hazard area. Identify the size of all flood vent in stem wall and provide a minimum of 1 square inch of vent for every 1 square foot of floorspace including the garage. Provide special inspector forms forthe soil compaction and the masonry. Foundations with 3 bars require a transverse bar per FBC Ex. 4404.3.3.1.2Structural foundation schedule must match. Provide truss plans. (approved prior to foundation inspection) Provide product approval for all new/altered windows and doors.Only one copy was submitted. Provide 2 complete sets signed by the designer. Plan review is not complete, when all items above are corrected, we will do a complete plan -review. 'If any sheets are voided, remove them from the plans and eplace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 rAy. a,-s_ (ccci Mkt 09/23/2011 13:22 FAX 1 80 685 7530 tS Permit \to: 11-858 Job Na e: Septem 3, 2011 DATA SCAN FIELD SERVICES 001 /001 Miami Shores Viiiage Building Department RECEIVED OCT 0 52011 BY. It' Building Critique Sheet 3rd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) f • p mit applications must be submitted prior to any further review. 2) ate permit applications for the driveway, roof and gutter. (prior to starting of specific C •h .3) i ,.use is in a special flood hazard area. identify the size of all flood vent in stem ' idpravide..aminimum of 1 square inch of vent for every 1 square fob Moor S 4) ove pr or to foundation ins ction b) f iv product approval for single hung windows. Provide 2 complete sets signed by t L. f.igner. Plan rev. - not complete, when all items above are corrected, we will do a complete plan review. I,f any -st .. �� voided, remove them from the plans and replace with new revised sheets and include - :1 otom. ided sheets in the re- submittal drawings. Norman : CGO 305 -795- r • oVl-CS �r (. oW��1/'�°'iz�c Ca�/� aFUp�ME{ Bu�OC.at`I/ac awe 2 , � � .ice ii (1ef a�tk wl„AittA-I tvt a.4kt.& tvip Avitv lordfoknu-702x. STRUCTURAL CALCULATIONS FOR ALTERATIONS & ADDITIONS TO THE SOTOLONGO RESIDENCE 1249 NE 100 Street, Miami Shores, FL Page 1 to 34 '\t 11 May ° ,�E e o No. 5 * mt, tt11t1111111y11 gym° .yam ° � s 55 °° 2011 :* TE OF ° ° °e \\ 111111111 It<' IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER FLORIDA P.E. #56755 1800 SW 27 AVE # 401 NIIAMI FL 33145 l WIND LOAD DESIGN (ASCE 7-05) Rf slope 7 < sl <= 27 COMPONENTS AND CLADDING PROJECT: Sotolongo Lenght of overhang: Zone a:10% min. width, 0.4 h (not less a := 3 than 4% min width or 3 feet: Height, ft : h := 19 Gust effect factor: (rigid or flexible structure) Values for Terrain exposure constants a and zg: HORIZONTAL SURFACE L := 1.5 Gust := .85 Exposure B Exposure C Value a =7 Value a =9.5 Value zg =1200 Value zg =900 Terrain exposure constants a and zg: Topographic factor: Wind directionality factor: Importance Factor, I: Wind Speed, mph: Dead load opposing uplift forces, lbs (max 10 Ibs) Coeff for Wind on Walls and = 0.9 if roof angle < =10 and= 1.0 if roof angle a 10 Internal Pressure Coefficient for Buildings GCpi Open Buildings + - .00 Part Enclosed Buildings + - .55 Enclosed Buildings + - .18 2 Kz:= 2.01(h)a `zg Kz = 0.892 Exposure D Value a =11.5 Value zg =700 a := 9.5 zg := 900 Kzt := 1 Kd := 0.85 I := 1.0 V := 146 p := 10 md:= 1.0 GCpi := .18 qz := 0.00256•Kz•Kzt•Kd•V2•I qz = 41.383 TRUSSES area < =10 spit. L =5 ft Zone 1 Pj 1 := qz• ( -.9 - GCpi) + p Pjl = -34.7 NET UPUFT zonal, zone 2 &3 and overhang Zone 2 Zone 3 Pj2 := qz -( -1.7 - GCpi) + p Pj3 := qz -(2.6 - GCpi) + p Pj2 = -67.8 Pj3 = -105 Zone 1 & 2 overhang Pjover2 := qz ( 2.2) + p Pjover2 = -81 Zone 3 overhang Pjover3 := qz-( -3.7) + p Pjover3 = -143A TRUSSES area =30 sgit. L=10 ft NET UPUFT zonel, zone 2&3 and overhang Zone 1 Pjj 1 := qz -( -.87 - GCpi) + p Pjjl = -33.5 Zone 2 Zone 3 Pjj2 := qz-( -1.49 - GCpi) + p Pjj3 := qz -(2.35 - GCpi) + p Pjj2 = -59.1 Pjj3 = -94.7 Zone 1 & 2 overhang Pjjover2 := qz -(2.2) + p Pjjover2 = -81 Zone 3 overhang Pjjover3 := qz- (3.19) + p Pjjover3 = -122 TRUSSES area =50 stilt L =12 ft NET UPUFT Zone 1 Zone 2 Pml := qz.(-.83 - GCpi) + p Pmt := qz -( -135 - GCpi) + p Pml = -31.8 Pmt = -53.3 Zone 1 & 2 overhang Pmover2 := gz•(2.2) + p Pmover2 = -81 zone 1, zone 2 &3 and overhang Zone 3 Pm3 := qz.(-2.18 - GCpi) + p Pm3 =-87.7 Zone 3 overhang Pmover3 := qz- (2.87) + p Pmover3 = -108.8 TRUSSES area> =100 sq.ft. L>17.3 ft NET UPLIFT zone 1, zone 2&3 and overhang Zone 1 Zone 2 Pg1:= qz -( -.8 - GCpi) + p Pg2 := qz-( -1.2 - GCpi) + p Pgl = -30.6 Pg2 = -47A Zone 1 & 2 overhang Pgover2 := qz.(-2.2) + p Pgover2 = -81 Zone 3 Pg3 := gz-(2.0 - GCpi) + p Pg3 = -80.2 Zone 3 overhang Pgover3 := qz.(-2.5) + p Pgover3 = -93.5 Kd = 0.85 Kd = 0.85 COMPONENT AND CLADDING Cad VERTICAL SURFACES h = 19 qz = 41.383 AREA 10 SQ.FT p10w45 := qz -(1 •md + GCpi) p l0w45 = 48.832 plOw4 := qz•(- 1.1-md - GCpi) p10vv5 := qz•(- 1.4•md - GCpi) plOw4 = 52.971 p1Ow5 = - 65.386 AREA 20 SQ.FT p20w45 := qz- (.94 -md + GCpi) p20w4 := q .(- 1.05 -md - GCpi) p20w5 := qz•(- 1.3•md - GCpi) p20w45 = 46.349 p20w4 = -50.902 p20w5 = - 61.247 AREA 30 SQ.FT p30w45 := qz- (.91 -md + GCpi) p30w4 := qz (- 1.02 -md - GCpi) p30w5 := qz -(- 1.24 -md - GCpi) p30w45 = 45.108 AREA 50 SQ.FT p30w4 = -49.66 p30w5 = - 58.764 p50w45 := qz (.87•md + GCpi) p50w4 := qz- ( -97-md - GCpi) p50w5 := qz•(- 1.16 -md - GCpi) p50w45 = 43.453 AREA 100 SQ.FT p50w4 = - 47.591 p50w5 = - 55.454 p100w45 := gz•(.82•md+ GCpi) p100w4 := qz(- .92•md- GCpi) p100w5 := qz-(- 1.05 -md- GCpi) p100w45 = 41.383 p10Ow4 = - 45.522 p10Ow5 = - 50.902 AREA 150 SQ.FT p150w45 := qz- (.8 -md+ GCpi) p150w4 := qz ( -.9 -md - GCpi) piSOwS := qz•(- 1.0 -md - GCpi) p150w45 = 40.556 p150w4 = - 44.694 p150w5 = - 48.832 AREA 200 SQ.FT p200w45 := gz•(.76 -md + GCpi) p200w4 := qz (- .86 -md - GCpi) p200w5 := qz- (- .94•md - GCpi) p200w45 = 38.9 AREA 500 SQ.FT p200w4 = - 43.039 p200w5 = - 46.349 p500w45 := qz- (.7•md + GCpi) p500w4 := qz ( -.8•md - GCpi) p500w5 := qz•( -.8•md - GCpi) p500w45 = 36.417 p500w4 = -40556 p500w5 = - 40.556 3 4' WIND LOAD DESIGN (ASCE 7-05) Rf slope 7 < sl <= 27 COMPONENTS AND CLADDING c HORIZONTAL SURFACE PROJECT: Sotolongo Lenght of overhang: Zone a:10% min. width, 0.4 h (not less than 4% min width or 3 feet: L:= 1.5 a:= 3 Height, ft : h:= 19 Gust effect factor. (rigid or flexible structure) Values for Terrain exposure constants a and zg: Gust :_ .85 Exposure B Exposure C Exposure D Value a =7 Value a =9.5 Value a =11.5 Value zg =1200 Value zg =900 Value zg =700 Terrain exposure constants a and zg: a := 9.5 zg := 900 Topographic factor. Kzt := 1 Wind directionality factor Kd:= 1 Importance Factor, l: I := 1.0 Wind Speed, mph: V := 146 Dead load opposing uplift p := 10 forces, ibs (max 10 Ibs) Coeff for Wind on Walls and := 1.0 and = 0.9 if roof angle < =10 and= 1.0 if roofangle> 10 Internal Pressure Coefficient GCpi :_ .18 for Buildings GCpi Open Buildings + - .00 Part Enclosed Buildings + - .55 Enclosed Buildings + - .18 2 h )a Kz:= 2.011 -- zg Kz = 0.892 qz := 0.00256•Kz•Kzt•K6V2•I qz = 48.686 TRUSSES areas =10 sq.ft. L =5 ft NET UPUFT zonel, zone 2 &3 and overhang Zone 1 Zone 2 Pjl := qz• ( -.9 - GCpi) + p Pj2 := qz• ( -1.7 - GCpi) + p Pj1 =-42.6 Pj2 = -81.5 Zone 1 & 2 overhang Pjover2 := qz (2.2) + p Pjover2 = -97.1 Zone 3 Pj3 := qz• ( -2.6 - GCpi) + p Pj3 = -125.3 Zone 3 overhang Pjover3 := gz•(3.7) + p Pjover3 = -170.1 TRUSSES area =30 sq.ft. L =10 ft NET UPUFT zonel, zone 2&3 and overhang Zone 1 Zone 2 Pjj 1 := qz•( -.87 - GCpi) + p Pjj2 := qz-(-1.49 - GCpi) + p Pjj 1 = -41.1 Pjj2 = -71.3 Zone 1 & 2 overhang Pjjover2 := qz-(-2.2) + p Pjjover2 = -97.1 Zone 3 Pjj3 := qz•( -2.35 - GCpi) + p Pjj3 = -113.2 Zone 3 overhang Pjjover3 := qz• (-3.19) + p Pjjover3 = -145.3 TRUSSES area =50 sq.ft L =12 ft NET UPLIFT zone 1, zone 2 &3 and overhang Zone 1 Zone 2 Pml := qz•( -.83 - GCpi) + p Pm2 := qz•( -1.35 - GCpi) + p Pml = -39.2 Pm2 = -6 4.5 Zone 1 & 2 overhang Pmover2 := qz•( -2.2) + p Pmover2 = -97.1 Zone 3 Pm3 := gz•(2.18 - GCpi) + p Pm3 = -104.9 Zone 3 overhang Pmover3 := qz-(-2.87) + p Pmover3 = -129.7 TRUSSES area> =100 sq ft. L>17.3 ft NET UPUFT zone 1, zone 2&3 and overhang Zone 1 Zone 2 Pgl := qz•( -.8 - GCpi) + p Pg2 := qz( -1.2 - GCpi) + p Pgl = -37.7 Pg2 = 572 Zone 1 & 2 overhang Pgover2 := gz•(2.2) + p Pgover2 = -97.1 Zone 3 Pg3 gz•(2.0 - GCpi) + p Pg3 = 96.1 Zone 3 overhang Pgover3 := gz•(2.5) + p Pgover3 = -111.7 kd := 1 kd = 1 COMPONENT AND CLADDING VERTICAL SURFACES h = 19 qz = 48.686 AREA 10 SQ.FT plOw45 := qz. (1 •md + GCpi) p10w4 := qz. ( -1.1 •md - GCpi) p1Ow5 := qz. (- 1.4•md - GCpi) p10w45 = 57.45 p1Ow4 = - 62.319 p1Ow5 = -76.924 AREA 20 SQ.FT p20w45 := qz. (.94•md + GCpi) p20w45 = 54.529 AREA 30 SQ.FT p20w4 := qz•(- 1.05•md - GCpi) p20w5 := qz. (-1.3 •md - GCpi) p20w4 = -59.884 p20w5 = -72.056 p30w45 := qz- (.91 •md + GCpi) p30w4 := qz•(- 1.02•md - GCpi) p30w5 := qz. (- 1.24•md - GCpi) p30w45 = 53.068 p30w4 = -58.424 p30w5 = - 69.135 AREA 50 SQ.FT p50w45 := qz (.87•md + GCpi) p50w4 := qz-(-.97 GCpi) p50w5 := qz. (- 1.16•md - GCpi) p50w45 = 51.121 AREA 100 SQ.FT p50w4 = -55.989 p50w5 = -65.24 p10Ow45 := gz•(.82.md+ GCpi) p10Ow4:= qz•(- .92•md- GCpi) p1OOw5:= qz. (- 1.05.md- GCpi) p100w45 = 48.686 p10Ow4 = - 53.555 p1OOw5 = -59.884 AREA 150 SQ.FT p150w45 := qz. (.8•md + GCpi) p150w4 := qz.(-.9•md - GCpi) p150w5 := qz. (- 1.0.md - GCpi) p150w45 = 47.713 p150w4 = - 52.581 p150w5 = -57.45 AREA 200 SQ.FT p200w45 := qz. (.76•Ind + GCpi) p200w4 := qz (- .86•md - GCpi) p200w5 := qz.(- .94•md - GCpi) p200w45 = 45.765 AREA 500 SQ.FT p200w4 = - 50.634 p200w5 = - 54.529 p500w45 := gz•(.7•md + GCpi) p500w4 := alb ( -.8•md - GCpi) p500w5 := qz•( -.8•md - GCpi) p500w45 = 42.844 p500w4 = - 47.713 p500w5 = -- 47.713 WIND LOAD DESIGN (ASCE 7-05) (Wind loads in solid freestanding walls & solid sign) PROJECT — LOW WALL H < =6'-0" SOTOLONGO RES Gust effect factor: (rigid structure) Force Coeff Cf for v < =0.1 (ratio of height to width) Gust := .85 Cf := 1.4 Values for Terrain exposure constants a and zg: Exposure B Exposure C Value a =7 Value zg =1200 Terrain exposure constants a and zg: Value a =9.5 Value zg =90 Topographic factor: Wind directionality factor: Height, ft : Importance Factor, l: Wind Speed, m/h: 2 Kz:= 2.01(-- zg Kz = 0.849 qz := 0.00256•Kz•Kzt•Kd• V2•I qz = 39374 pw := gz•Gust•Cf RESULTS iosO pw = 46.855 Exposure D Value a =11.5 0 Value zg =700 a := 9.5 zg := 900 Kzt:= 1 Kd:= 0.85 h:= 15 I:= 1.0 V := 146 IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 1800 S.W.27 AVE. # 401 MIAMI FL. 33145 FLORIDA LICENSE No.56755 PH: (305)6489008 FAX (305) 6489128 DESIGN CALCULATIONS JOB 0 7 C'"'C%/, Cj o SHEET NO OF CALCULATED BY DATE_ CHECKED BY DATE SCALE ■ ■ ■ITAWATIERSIENEM ■ ■ ■111■ ■11■ ■■i ■•11 ■■■■m■■■■ ■■■ iQr ■■■ ■■■ erso" - n■■■ N ■M' MINI ACIEE ""1111 ■1'1!1111li■1'■'i ■11'i" ■L9! ■ ■ ■■ 11111111101111111111111b111111111111111MBEIMMISIMEM11111111111 1111 ■11 ■ ■!!�!�!�i ■f;#■ ■ ■I■i ■■ ■iii :� ■ ■��11�!!� ■ ■N■ 1111■11 IMMEIN i ■iN ■111iEEMEBECIm■ ■111■ 11111111111E11111111111E111111111111P6 ■1 ■111ii611■N■ CASE: EQ CASE: Wit 100 100 100 100 CASE: Live l 25 l I 1 1 1 i 25 i CASE 25 Dead 87.5 87.5 87.5 87.5 CASE: SELF pcaSlab v2.00. Lich to: Ignacio Calvo P.E.. Lice ID: 53111- 1011481- 4- 23FA7 -23FA7 File: \ \Server1 \0- jobs\0- Projects\David Johnson1Sotolongo Res Ad \Caic\terr stab.sIb Project: sotolonga Frame: terrace slab Engineer. LC ,pcaSlabtv2.00 CO Portland Cement Association Licenned to: igna,:to Calvo P.E., License ID: 53111-1011481-4-23FA7-23FA7 \\Server1l0-jobnlO-Projects\David Johnson\Sotolonqo Res Addition\Cale\terr slab-sib 0000000 000000 00000 00000000 00000000 0000000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0000000 00000 0000000 00 00 0000000 00000 00 00 00 00 00 00 00000000 00 00 00 000000 00 00 000000 0 0 00000000 00 00000 00 00 00 0 00 00 0000 00 0 00 00 000000 00 000000 000000 0 000 00 00 On 00 00 n0 00 00 00 On 00 00000000 00 0 00 00 00 00 000000 000 00000 0 00000 -------------------- --------- --- pcaSlab v2.00 (TM) A Computer Program for Analysis, Design, and Investigation of Reinforced Concrete Beams, One-way and Two-way Slab Systems copyright c6 2003-2006, Portland Cement Association All rights reserved Licensee stated above acknowledges that Portland Cement Association (PCA) in not and cannot be responsible for either the accuracy or adequacy ':f the material supplied as input for processing by the pcaSlab ,omputer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaSlab program. Although PCA has endeavored to produe pcaSlab error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaSlab program. 05-05-:011, 01:11:52 PM (21 DESIGN RESULTS •• • Top Reinforcement: - - -- Gnitn: Width (ft), Mmax (k-ft), Xmax (ft), As (in-2), Sp (in) Span Zone Width Mmax Xmax AsMin AsMax SpReq AsReq Barr 1 Left 1.00 0.00 0.333 0.000 0.795 6.000 0.000 2-05 Middle 1.00 0.76 5.477 0.151 0.795 6.000 0.035 2-05 Right 1.00 2.98 8.247 0.151 0.795 6.000 0.135 2-05 f Left 1.00 2.83 0.333 0.151 0.795 6.000 0.132 2-#5 Middle 1.00 0.34 8.565 0.151 0.795 6.000 0.016 2-#5 Right 1.00 4.67 12.997 0.151 0.795 6.000 0.222 2-05 3 Left 1.00 4.62 0.333 0.151 0.795 6.000 0.220 2-05 Middle 1.00 0.00 7.000 0.000 0.795 0.000 0.000 Right 1.00 2.16 13.667 0.151 0.795 6.000 0.100 2-#5 4 Left- 1.00 2.36 0.333 0.151 0.795 6.000 0.110 2-#5 Middle 1.00 1.00 1.732 0.151 0.795 6.000 0.046 2-#5 Right 1.00 0.29 2.931 0.151 0.705 6.000 0.013 2-#5 Top Bar Detailn: Units: Length (ft) Left Continuous Right Span Bars Length Bars Length Bars Length Bars Length Bars Length 1 5.36 1-#5 3.00 4 2-#5 8.58 2-#5 13.33 2-#5 4.33 1-05 4.73 1-05 3.0o Page 1 /49 v2.00 (0 P,rtLand Cement Association Licons4td Eqria,io Calvo P.E., License ID: 53111-1011481-4-23FA7-23FA7 \\Server1\0-bs\0-Prolei-ts\David Johnson\Sotolong0 Res Addition\CalcAterr slab.sib Bott,m Reinf,roement: Uni(s: Width (ft), Mmax (k-ft), Xmax (ft), As (in12), Sp (in) Span Width Mmax Xmax AsMin AsMax SpReq AsReq Bars 1 1.00 1.64 3.548 0.151 0.795 6.000 0.076 2-#5 1.00 2.61 6.541 0.151 0.795 6.000 0.122 2-45 3 1.00 3.71 7.741 0.151 0.795 6.000 0.175 2-05 4 1.00 0.00 0.000 0.000 0.795 0.000 0.000 Bottm Bar Details: - • - - • - Units: Start (ft), Length (ft) Long Bars Short Bars Span Bars Start Length Bars Start Length 1 1-45 0.00 8.58 1-45 2.55 2.00 1-#5 0.00 13.33 1-45 5.54 2.00 3 1-49 0.00 14.00 1-45 6.74 7.26 1 Flexural Capa,ity: units: x (ft), As (in"2), PhiMn )k-ft) Span x AsTop AsBot PhiMn- PhiMn+ 1 0.000 0.62 0.31 -11.94 6.39 0.333 0.62 0.31 -11.94 6.39 2.547 0.62 0.31 -11.94 6.39 3.103 0.62 0.48 -11.94 9.58 3.947 0.6" 0.62 -11.94 11.94 3.549 0.62 0.62 -11.94 11.94 4.290 0.62 0.39 -11.94 7.91 4.949 0.62 0.31 -11-94 6.39 5.477 0.62 0.31 -11.94 6.39 8.247 0.62 0.31 -11.94 6.39 8.S80 0.62 0.31 -11.94 6.39 0.000 0.62 0.31 -11.94 6.39 0.333 0.62 0.31 -11.94 6.39 4.165 0.62 0.31 -11.94 6.39 5.540 0.62 0.31 -11.94 6.39 6.540 0.62 0.62 -11.94 11.94 6.542 0.62 0.62 -11.94 11.94 6.665 0.62 0.58 -11.94 11.30 7.542 0.62 0.31 -11.94 6.39 0.565 0.62 0.31 -11.94 6.39 17.997 0.62 0.31 -11.94 6.39 13.i30 0.62 0.31 -11.94 6.39 3 0.300 0.62 0.31 -11.94 6.39 0.333 0.62 0.31 -11.94 6.39 2.001 0.62 0.31 -11.94 6.39 3.001 0.31 0.31 -6.39 6.39 4.364 0.31 0.31 -6.39 6.39 5.000 0.11 0.31 -2.43 6.39 5.0.54 0.70 0.31 0.00 6.39 6.740 0.00 n.31 0.00 6.39 7.000 0.00 0.39 0.00 7.92 7.740 0.00 0.62 0.00 11.94 9.000 0.00 0.62 0.00 11.94 9.266 0.00 0.62 0.00 11.94 10.266 0.31 0.62 -6.39 11.94 10.999 0.31 0.62 -6.39 11.94 11.999 0.62 0.62 -11.94 11.94 13.667 0.62 0.62 -11.94 11.94 14.000 0.62 0.62 -11.94 11.94 4 0.000 0.62 0.00 -11.94 0.00 0.333 0.62 0.00 -11.94 0.00 1.732 0.62 0.00 -11.94 0.00 2.165 0.62 0.00 -11.94 0.00 2.031 0.62 0.00 -11.94 0.00 4.330 0.62 0.00 -11.94 0.00 Slab Shear Capaoity: Units: 8, 3 (in), Xu (ft), PhiVo, Vu(kip) 05-05-2011, 01:11:62 PM Etii J".:aSlat v2.00 CO Portland Cement Association Licensed Ignacio Calvo P.E., License ID: 53111-1011481-4-23FA7-23EA7 \\Serverl\O-jobsirl-ProjeCts\David Johnson\Sotolongo Res Addition\Calc\terr slab.slb Span d Vratio PhiVc Vu X.; 1 12.00 12.00 12.00 4 12.00 Deflections: Lzee:tion properties 4.89 4.89 4.89 4.81 1.600 1.000 1.001) 1.000 4.82 4.82 4.82 4.82 Units: Iq, Icr, le (in-4), Mcr, Mmax (k-ft) le,ayq Span ead Dead+Liye Zone Ig 1.45 1.89 2.03 1.06 Scr 7.84 12.51 0.74 0.74 05-05-2011, 01:.51:5: PM 830.je 3 /91 Lnad Level Dead DeadfLlye Mcr Mmax EP Mmax Ie 1 4 343 343 343 343 343 Middle Right 329 Left Middle Right 329 Left Middle Right 343 Left Maximum Inctantaneous Deflections Unitc: D lin) Span Ddead Dlive Dtotal 1 0.1103 0.003 0.014 0.013 0.020 0.027 4 -0.013 -0.014 0.006 0.027 0.055 -0.027 Maximum Long-term Deflections 343 343 343 343 343 343 343 343 343 Time dependant fact.nr for sustained loads = 2.000 Units: D (in) Span Draict Lambda Dcs Dcs+1u Dcs+1 75 75 75 75 75 75 75 75 75 Dtotal 0.1.03 2.000 0.r14 2.000 3 0.1.28 2.0(30 4 -0.1.:13 1.30 Material Takeoff: 0.007 0.028 0.056 -0.017 0.010 0.041 0.083 -0.031 0.010 0.041 0.083 -0.031 Reinforcement in the Direction of Analysis Top Barr:: E-ttom Pars: Stirrupc: Total Steel: C,,ncrete: 71.5 lb 0-> 49.2 lb 0=> 0.0 lb <-> 120.7 lb <-> 23.5 ft.'3 <-> 1.78 lb/ft <-> 1.22 lb/ft <-> 0.00 lb/ft <-> 3.00 lb/ft <=> 0.58 ft3/ft <=> 0.013 0.055 0.111 -0.044 1.778 lb/ft2 1.223 lb/ft.-2 0.000 lb/f1-2 3.000 lb/ft-2 0.583 ft.'.3/ft-2 3.35 3.35 3.35 3.35 3.35 3.35 3.35 3.35 3.35 0.49 -1.30 -1.30 0.84 -2.04 -2.04 1.23 -1.05 -1.05 343 0.0:! .143 -2.46 343 -2.46 343 1.58 343 -3.86 343 -3.86 343 2.32 343 -1.91 343 -1.11 343 343 343 343 251 251 .343 34i 343 IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 1800 S.W. 27 AVE. # 401 MIAMI FL. 33145 PH: (305)64890008 FAX (305) 6489128 DESIGN CALCULATIONS JOB S eP e2'`- SHEET NO t3 OF CALCULATED BY DATE CHECKED BY DATE SCALE ■■■■E 31 ©■■ PINSI ■ o 2 iESI IE 1111•111111111M•1111111111111111111•111111111t011111111111111.02WA 111111111111111111111111111111111111111111111111RENOMMIMENNEN ■ ■ ■■'!!EME SIN■ ■■ 10111 ■ ■ ■ ■ ■ ■■■ ■■ 1111■ ■ ■■I EM - ■ ■ ■■■1# ■ ■ ■ ■ ■ ■ ■11Z■ ■E2 IIIIIIMIEramMEMELA111111111111111111111MEZIENEN 1 ■N ■■1I ■ ■■ ■111!11111111 ■11 ■ ■ ■ ■ ■NEMEEN M ■ ■ ■ ■e1!! M "' I ' ■ ■ ■u■ ■■■MME ?t11 1111■ ■11!'117 1ME - mrsim ■volt m■■ ■■ ■ ■ ■■ 1111 ■ ■ ■11��4� ■ ■ ■ ■ ■ ■ ■ ■�� ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■.112•. ■ ■ ■I`� ELIEZELM11 ■ ■ ■N■■ ■ ■■■ ■E311t'�!� ■■■■E!E11z1111■■■■■■■■■ 1111 ■■ ME ■■■E ■■ ■ ■ ■ENEMEMEMEMO1111■ ■ ■■EMEN ■ ■ ■■ ■111■ ■ ■ ■ ■■ ■1111■ ■ ■■■N■ 1111■ ■ ■■ ■1111■ ■ ■ ■EZ EZ E- E'2MEMI ■■■ ■■ 1111 ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■■� ■ ■ ■ ■A�■■ ■■ 1111■ ERZIMMI ■ ■E ■ ■ ■EEPEME 11EISI i11 ■ ■ ■■ ■ ■■■i1111■■ ■■ ■ir— - 11- EMEZEM ■ ■ ■■E ■EZZA 1111 ■ ■Ir�iir � %iiri ■iir ■� ■ ■ ■ ■ ■ ■ ■ ■ ■E ■3��i�! 1111 ■ ■1�11ii�ii�11�1 ■ ■ ■ ■1.�l�! ■ ■■ ■111 ■ ■ ■ ■�`�■ UI•E! ■ ■ ■11 ESQ■ mommosmatito monratio ■■■■■■■t l ■■ ■ ■ ■■■ ■ ■■ntei!�.�'!.■A' -..i�' ■'!■■ ■■■■■ ■ ■ ■I:i�111�i�11■ ■ ■■ ■ ■riE ■E ■ ■© ■E■ ■ ■■ ■ ■ ■■■ ■FiiE ■■ ■■■►J.!!mmor 'ac- ■mom 1111■■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■111■ ■ ■ ■ ■■■■■■ ■■ CASE: EQ CASE: Wind 3 7 450 789 189-- CASE: Live CASE: Dead 200 L CASE: SELF /5/ pcaSlab v2.00. Licensed to: Ignacio Calvo P.E.. License ID: 53111-1011481-4-23FA7-23FA7 File: \\Server110-jobs\O-Projects \David Johnson \Sotolongo Res Addition 1Calc\GB-1.slb Project: SOTOLONGO Frame: GB-1 Engineer: LC Licensed to: Ignacio Calvo P.E., License ID: 53111- 1011481 -4 -23FA7 -23FA7 \ \Serverl \0- -jobs \0 - Projects \David Johnson \Sotolongo Res Addition \Calc \GB -1.slb Page 1 !r 0000000 000000. 00000 00000000 00000000 0000000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0000000 00000 0u00000 00 00 0000000 00000 00 00 00 00 00 00 00000000 00 00 00 000000 00 00 000000 0 0 00000000 00 00000 00 00 00 0 00 00 0000 00 0 00 00 000000 00 000000 000000 0000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0 00 00 00 00 000000 000 00000 0 00000 pcaSlab v2.00 (TM) A Computer Program for Analysis, Design, and Investigation of Reinforced Concrete Beams, One -way and Two -way Slab Systems Copyright © 2003 -2006, Portland Cement Association All rights reserved Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input fur processing by the pcaSlab computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaSlab program. Although PCA has endeavored to produce pcaSlab error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaSlab program. [2] DESIGN RESULTS Top Reinforcement: Units: Width (ft), Mmax (k -ft), Xmax (ft), As (in ^2), Sp (in) Span Zone Width Mmax Xmax AsMin AsMax SpReq AsReq Bars 1 Left 0.67 11.24 0.875 0.226 2.188 3.222 0.125 2 - #5 Middle 0.67 22.03 1.625 0.328 2.188 3.222 0.247 2 - #5 Right 0.67 35.96 2.500 0.538 2.188 3.222 0.408 2 - #5 2 Left 0.67 36.91 0.500 0.538 2.188 3.222 0.419 2 - #5 Middle 0.67 2.50 4.700 0.226 2.188 3.222 0.028 2 - #5 Right 0.67 0.00 12.500 0.000 2.188 3.222 0.000 2 - #5 Top Bar Details: Units: Length (ft) Left Continuous Right Span Bars Length Bars Length Bars Length Bars Length Bars Length 1 2 - #5 3.00 2 - -- 2 - #5 13.00 Bottom Reinforcement: Units: Width (ft), Mmax (k -ft), Xmax (ft), As (in ^2), Sp (in) Span Width Mmax Xmax AsMin AsMax SpReq AsReq Bars 1 0.67 0.00 0.000 0.000 2.188 0.000 0.000 2 0.67 24.25 7.750 0.362 2.188 3.222 0.272 2 - 05 rjt :�Jpld4 VL.. ll l/ W CVLI. LcIIU 1.C111C 111. (1J JVVld t. l.Vl{ Licensed to: Ignacio Calvo P.E., License ID: 53111 - 1011481 -4 -23FA7 -23FA7 \ \Serverl \0- jobs \0 - Projects \David Johnson \Sotolongo Res Addition \Calc \GB -1.slb Bottom Bar Details: Units: Start (ft), Length (ft) Long Bars Short Bars Span Bars Start Length Bars Start Length 1 2 2 - #5 0.00 13.00 Flexural Capacity: Units: x (ft), As (in ^2), PhiMn (k -ft) Span x AsTop ASBot PhiMn- PhiMn+ 1 0.000 0.62 0.00 -53.78 0.00 0.875 0.62 0.00 -53.78 0.00 1.500 0.62 0.00 - 53.78 0.00 1.625 0.62 0.00 -53.78 0.00 2.500 0.62 0.00 -53.78 0.00 3.000 0.62 0.00 -53.78 0.00 2 0.000 0.62 0.62 -53.78 53.78 0.500 0.62 0.62 -53.78 53.78 4.700 0.62 0.62 -53.78 53.78 6.500 0.62 0.62 -53.78 53.78 8.300 0.62 0.62 -53.78 53.78 12.500 0.8Z 0.62 - 53.78 53.78 13.000 0.62 0.62 -53.78 53.78 Longitudinal Beam Shear Reinforcement Required: Units: d (in), Start, End, Xu (ft), PhiVc, Vu (kip), Av /s (in ^2 /in) Span d PhiVc Start End Vu Xu Av /s 1 20.00 13.15 0.000 0.833 13.59 0.833 0.0067 2 20.00 13.15 2.167 4.333 11.69 2.167 0.0067 4.333 6.500 7.56 4.333 0.0067 6.500 8.667 3.43 6.500 0.0000 8.667 10.833 5.41 10.8ii U.0000 Longitudinal Beam Shear Reinforcement Details: Units: spacing & distance (in). Span Size Stirrups (2 legs each unless otherwise noted) 1 #3 4 @ 8.0 2 #3 8 @ 9.9 + < -- 69.0 - -> Beam Shear Capacity: Units: d, Sp (in), Start, End, Xu (ft), PhiVc, PhiVn, Vu (kip), Av /s (in^2 /in) Span d PhiVc Start End Av /s Sp PhiVn Vu Xu 1 20.19 13.27 0.000 0.250 0.250 2.250 0.0275 2.250 3.000 2 20.19 13.27 0.000 0.750 0.750 6.500 0.0223 6.500 12.250 12.250 13.000 Slab Shear Capacity: 38.25 12.48 0.250 8.0 38.25 13.56 0.818 38.25 17.72 3.000 9.9 33.54 15.82 0.000 33.54 11.66 2.182 6.63 5.38 10.818 6.63 9.15 13.000 Units: b, d (in), Xu (ft), PhiVc, Vu(kip) Span b d Vratio PhiVc Vu Xu 1 - -- Not checked - -- 2 - -- Not checked - -- Deflections: Section properties Units: Ig, Icr, Ie (in ^4), Mcr, Mmax (k -ft) T?,avg Dead DQari +Live Load Level Page 2 AP Span Dead Dead +Live Zone Ig Icr Mcr Mmax Ie Mmax Ie ' Licensed to: Ignacio Calvo P.E., License ID: 53111- 1011481 -4 -23FA7 -23FA7 \ \Serverl \0- jobs \0 - Projects \David Johnson \Sotolongo Res Addition \Calc \GB -1.slb Page 3 /? 1 9216 5277 Right 9216 1575 26.29 -22.45 9216 -33.48 5277 2 9216 8625 Left 9216 1575 26.29 -22.45 9216 -33.48 5277 Middle 9216 1575 26.29 11.18 9216 15.96 9216 Maximum Instantaneous Deflections Units: D (in) Span Ddead Dlive Dtotal 1 0.005 0.005 0.010 2 0.008 0.004 0.012 Maximum Long -term Deflections Time dependant factor for sustained loads = 2.000 Units: D (in) Span Dsust Lambda Dcs Dcs +lu Dcs +1 Dtotal 1 0.005 1.678 0.008 0.013 0.013 0.018 2 0.008 2.000 0.016 0.019 0.019 0.027 Material Takeoff: Reinforcement in the Direction of Analysis Top Bars: 33.4 lb < => 2.09 lb /ft < => 3.129 lb /ft ^2 Bottom Bars: 27.1 lb < => 1.69 lb/ft < => 2.54E lb/ft-2 Stirrups: 58.7 lb < => 3.67 lb /ft <_> 5.499 lb /ft ^2 Total Steel: 119.2 lb < => 7.45 lb /ft < => 11.170 lb /ft ^2 Concrete: 21.3 ft ^3 <_> 1.33 ft ^3 /ft <_> 2.000 ft ^3 /ft ^2 le' CASE: EQ CASE: Wind 750 750 3 30 1130 CASE: Live 6 CASE: Dead 200 1 1 200 1 I 1 1 CASE: SELF pcaSiab v2.00. Licensed to: Ignacio Calvo P.E.. License ID: 53111- 1011481- 4 -23FA7 23F'A7 File: \\Served ti- jobsl0- Prajects■David , niSatotongo Res Add iCaIdGB -2.slb Project: SOTOLONGO Frame: GB-2 Engineer: LC Licensed to: Ignacio Calvo P.E., License ID: 53111 - 1011481 -4 -23FA7 -23FA7 \ \Serverl \0- jobs \0 - Projects \David Johnson \Sotolongo Res Addition \Calc \GB -2.slb Page 1 /g 0000000 000000 00000 00000000 00000000 0000000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0000000 00000 0000000 00 00 0000000 00000 00 00 00 00 00 00 00000000 00 00 00 000000 00 00 000000 O 0 00000000 00 00000 00 00 00 0 00 00 0000 00 0 00 00 000000 00 000000 000000 0000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0 00 00 00 00 000000 000 00000 0 00000 pcaSlab v2.00 (TM) A Computer Program for Analysis, Design, and Investigation of Reinforced Concrete Beams, One -way and Two -way Slab Systems Copyright 0 2003 -2006, Portland Cement Association All rights reserved Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for proeessiny by the pcaSlab computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaSlab program. Although PCA has endeavored to produce pcaSlab error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, dPstrin or Pngineering documents prepared in connection with the use of the pcaSlab program. [2] DESIGN RESULTS Top Reinforcement: Units: Width (ft), Mmax (k -ft), Xmax (ft), As (in ^2), Sp (in) Span Zone Width Mmax Xmax AsMin AsMax SpReq AsReq Bars 1 Left 0.67 0.00 0.500 0.000 2.181 3.134 0.000 2 - #6 Middle 0.67 9.21 8.300 0.225 2.181 3.134 0.102 2 - #6 Right 0.67 58.92 12.500 0.537 2.181 3.134 0.685 2 - #6 2 Left 0.67 59.13 0.500 0.537 2.181 3.134 0.687 2 - #6 Middle 0.67 34.54 1.725 0.522 2.181 3.134 0.393 2 - 06 Right 0.67 16.81 2.775 0.250 2.181 3.134 0.188 2 - 06 Top Bar Details: Units: Length (ft) Left Continuous Right Span Bars Length Bars Length Bars Length Bars Length Bars Length 1 2 - #6 13.00 2 2 - #6 4.00 Bottom Reinforcement: Units: Width (ft), Mmax (k -ft), Xmax (ft), As (in ^2), Sp (in) Span Width Mmax Xmax AsMin AsMax SpReq AsReq Bars 1 0.67 33.99 5.250 0.512 2.188 3.222 0.385 2 - #5 2 0.67 0.00 0.000 0.000 2.188 0.000 0.000 ' Licensed to: Ignacio Calvo P.E., License ID: 53111 - 1011481 -4 -23FA7 -23FA7 \ \Serverl \0- jobs \0 - Projects \David Johnson \Sotolongo Res Addition \Calc \GB -2.slb Page 2 Bottom Bar Details: Units: Start (ft), Length (ft) Long Bars Short Bars Span Bars Start Length Bars Start Length 1 2 - #5 0.00 13.00 2 Flexural Capacity: Units: x (ft), Az (in ^2), PhiVn (k -ft) Span x AsTop AsBot PhiMn- PhiVn+ 1 0.000 0.88 0.62 -74.57 53.78 0.500 0.88 0.62 -74.57 53.78 4.700 0.88 0.62 - 74.57 53.78 6.500 0.88 0.62 -74.57 53.78 8.300 0.88 0.62 -74.57 53.78 12.500 0.88 0.62 -74.57 53.78 13.000 0.88 0.62 -74.57 53.78 2 0.000 0.88 0.00 -74.57 0.00 0.500 0.88 0.00 -74.57 0.00 1.725 0.88 0.00 -74.57 0.00 2.000 0.88 0.00 -74.57 0.00 2.775 0.88 0.00 -74.57 0.00 4.000 0.88 0.00 -74.57 0.00 Longitudinal Beam Shear Reinforcement Required: Units: d (in), Start, End, Xu (ft), PhiVc, Vu (kip), Av /s (in ^2 /in) Span d PhiVc Start End Vu Xu Av /s 1 20.00 13.15 2.167 4.333 7.62 2.167 0.0067 4.333 6.500 5.41 6.500 0.0000 6.500 8.667 11.47 8.667 0.0067 8.667 10.833 17.53 10.833 0.0067 2 20.00 13.15 2.167 4.000 17.13 2.167 0.0067 Longitudinal Beam Shear Reinforcement Details: Units: spacing & distance (in). Span Size Stirrups (2 legs each unless otherwise noted) 1 #3 6 @ 8.6 + <-- 26.0 - -> +8 @ 9.9 2 #3 5 @ 9.0 Beam Shear Capacity: Units: d, Sp (in), Start, End, Xu (ft), PhiVc, PhiVn, Vu (kip), Av /s (in ^2 /in) Span d PhiVc Start End Av /s Sp PhiVn Vu Xu 1 20.13 13.23 0.000 0.750 0.750 4.333 0.0256 4.333 6.500 6.500 12.250 0.0223 12.250 13.000 36.39 13.03 0.000 8.6 36.39 7.59 2.177 6.61 5.41 6.500 9.9 33.44 17.50 10.823 33.44 23.59 13.000 2 20.13 13.23 0.000 0.750 35.36 23.18 0.000 0.750 3.750 0.0244 9.0 35.36 17.10 2.177 3.750 4.000 35.36 12.70 3.750 Slab Shear Capacity: Units: b, d (in), Xu (ft), PhiVc, Vu(kip) Span b d Vratio PhiVc Vu Xu 1 - -- Not checked - -- 2 - -- Not checked - -- Deflections: Section properties Units: Ig, Icr, Ie (in ^4), Mcr, Mmax (k -ft) Load Level te,avg Dead Dead +Live Lice used to: Ignacio Calvo P.E., License ID: 53111 - 1011481 -4 -23FA7 -23FA7 \ \Serverl \0- jobs \0 - Projects \David Johnson \Sotolongo Res Addition \Calc \GB -2.slb Page 3 /1,/ Span Dead Dead +Live Zone Ig Icr Mcr Mmax Ie Mmax Ie 1 8614 8280 Middle 9216 1575 26.29 13.45 9216 21.56 9216 Right 9216 2086 26.29 -34.64 5203 -52.64 2974 2 5203 2974 Left 9216 2086 26.29 -34.64 5203 -52.64 2974 Maximum Instantaneous Deflections Units: D (in) Span Ddead Dlive Dtotal 1 0.009 0.006 0.015 2 0.021 0.022 0.043 Maximum Long -term Deflections Time dependant factor for sustained loads = 2.000 Units: D (in) Span Dsust Lambda Dos Dcs +lu Dcs +1 Dtotal 1 0.009 2.000 0.017 0.024 0.024 0.032 2 0.021 1.571 0.033 0.055 0.055 0.076 Material. Takeoff: Reinforcement in the Direction of Analysis Top Bars: 51.1 lb <_> 3.00 lb /ft <_> 4.506 lb /ft ^2 Bottom Bars: 27.1 1b < => 1.60 lb /ft < => 2.393 lb /ft-2 Stirrups: 92.9 lb < => 5.46 lb /ft < => 8.195 lb /ft ^2 Total Steel: 171.1 lb < => 10.06 lb /ft < => 15.093 lb /ft ^2 Concrete: 22.7 ft ^3 < => 1.33 £t ^3 /ft < => 2.000 ft ^3 /ft ^2 IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 1800 S.W. 27 AVE. #401 MIAMI, FL. 33145 FLORIDA LICENSE No.56755 PH: (305)6489008 FAX: (305) 6489128 DESIGN CALCULATIONS JOB . SHEET NO_ CALCULATED BY CHECKED BY SCALE_ OF DATE DATE • Licensed to: Ignacio Calvo P.E., License ID: 53111 - 1011481 -4 -23FA7 -23FA7 \ \Serverl \0- jobs \0 - Projects \David Johnson \Sotolongo Res Addition \Calc \RB -1.slb Page 1 0000000 000000 00000 00000000 00000000 0000000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0000000 00000 0000000 00 00 0000000 00000 00 00 00 00 00 00 00000000 00 00 00 000000 00 00 000000 0 0 00000000 00 00000 00 00 00 0 00 00 0000 00 O 00 00 000000 00 000000 000000 0000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0 00 00 00 00 000000 000 00000 0 00000 pcaSlab v2.00 (TM) A Computer Program for Analysis, Design, and Investigation of Reinforced Concrete Beams, One -way and Two -way Slab Systems Copyright ® 2003 -2006, Portland Cement Association All rights reserved Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaSlab computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaSlab program. Although PCA has endeavored to produce pcaSlab error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaSlab program. [2] DESIGN RESULTS Top Reinforcement: Units: Width (ft), Mmax (k -ft), Xmax (ft), As (in ^2), Sp (in) Span Zone Width Mmax Xmax AsMin AsMax SpReq AsReq Bars 1 Left. 0.67 0.00 0.500 0.000 1.646 0.000 0.000 Middle 0.67 0.00 7.748 0.000 1.646 0.000 0.000 Right 0.67 0.00 14.997 0.000 1.646 0.000 0.000 Top Bar Details: Units: Length (ft) Left _Continuous Right Span Bars Length Bars Length Bars Length Bars Length Bars Length 1 Bottom Reinforcement: Units: Width (ft), Mmax (k -ft), Xmax (ft), As (in ^2), Sp (in) Span Width Mmax Xmax AsMin AsMax SpReq AsReq Bars 1 0.67 18.86 7.748 0.377 1.646 3.222 0.284 2 -#5 Bottom Bar Details: Units: Start (ft), Length (ft) Long Bars Short Bars Span Bars Start Length Bars Start Length 1 2 -85 0.00 15.33 VL..4V V Ll /L t. G11�.1 V l.1G 1. Licensed to: Ignacio LCalvocP.E.,n License LID: 53111 - 1011481 -4 -23FA7 -23FA7 \ \Serverl \0- jobs \0 - Projects \David Johnson \Sotolongo Res Addition \Calc \RB -1.slb Flexural Capacity: Units: x (ft), As (in ^2 ), PhiMn (k -ft) 1 Span x AsTop AsBot PhiMn- PhiMn+ 1 0.000 0.00 0.62 0.00 39.83 0.500 0.00 0.62 0.00 39.83 5.574 0.00 0.62 0.00 39.83 7.665 0.00 0.62 0.00 39.83 9.923 0.00 0.62 0.00 39.83 14.997 0.00 0.62 0.00 39.83 15.330 0.00 0.62 0.00 39.83 Longitudinal Beam Shear Reinforcement Required: Units: d (in), Start, End, Xu (ft), PhiVc, Vu (kip), Av /s (in ^2 /in) Span d PhiVc Start End Vu Xu Av /s 1 15.00 9.86 1.750 3.464 3.80 1.750 0.0000 3.464 5.178 2.70 3.464 0.0000 5.178 6.891 1.60 5.178 0.0000 6.891 8.605 0.60 8.605 0.0000 8.605 10.319 1.70 10.319 0.0000 10.319 12.033 2.80 12.033 0.0000 12.033 13.747 3.90 13.747 0.0000 Longitudinal Beam Shear Reinforcement Details: Units: spacing & distance (in). Span Size Stirrups (2 legs each unless otherwise noted) 1 #3 - -- None - -- Beam Shear Capacity: Units: d, Sp (in), Start, End, Xu (ft), PhiVc, PhiVn, Vu (kip), Av /s (in ^2 /in) Span d PhiVc Start End Av /s Sp PhiVn Vu Xu 1 15.19 9.98 0.000 15.330 Slab Shear Capacity: 4.99 4.92 0.000 Units: b, d (in), Xu (ft), PhiVc, Vu(kip) Span b d Vratio PhiVc Vu Xu 1 - -- Not checked - -- Deflections: Section properties Units: Iq, Icr, Ie (in ^4), Mcr, Mmax (k -ft) Ie,avg Span Dead Dead +Live Zone Ig Icr Load Level Page 2 Dead Dead +Live Mcr Mmax Ie Mmax Ie 1 3888 3888 Middle 3888 848 14.79 9.25 3888 14.10 3888 Maximum Instantaneous Deflections Units: D (in) Span Ddead Dlive Dtotal 1 0.030 0.016 0.046 Maximum Long-term Deflections Time dependant factor for sustained loads = 2.000 Units: D (in) Span Dsust Lambda Dcs Dcs+1u Dcs +1 Dtotal 1 0.030 2.000 0.061 0.076 0.076 0.107 Material Takeoff: Reinforcement in the Direction of Analysis Top Bars: 0.0 lb < => 0.00 lb /ft < => 0.000 lb /ft ^2 Bottom Bars: 32.0 lb <_> 2.09 lb /ft < => 3.129 lb /ft ^2 Stirrups: 0.0 lb < => 0.00 lb /ft < => 0.000 lb /ft ^2 . . ..c lllc,l1.. f1J9V4lQ4lV,t Licen4ed to: Ignacio Calvo P.E., License ID: 53111 - 1011481- 4- 23FA7 -23FA7 \ \Serverl \0- jobs \0 - Projects \David Johnson \Sotolongo Res, Addition \Calc \RB -1.slb Total Steel: 32.0 lb < => 2.09 lb /ft < => 3.129 lb /ft ^2 Concrete: 15.3 ft-3 < => 1.00 tt ^3 /ft <_> 1.500 ft ^3 /ft ^2 Page 3 IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 1800 S.W. 27 AVE. #401 MIAMI, FL. 33145 FLORIDA LICENSE No.56755 PH: (305)6489008 FAX: (305) 6489128 DESIGN CALCULATIONS JOB SHEET NO z"‘P OF CALCULATED BY_ _ DATE CHECKED BY_ DATE SCALE_ Licensed to: Ignacio Calvo P.E., License ID: 53111 - 1011481- 4- 23FA7 -23FA7 \ \Serverl \0- jobs \0 - Projects \David Johnson \Sotolongo Res Addition \Cale \RB- 2 -3.slb Page 1 0000000 000000 00000 00000000 00000000 0000000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0000000 00000 0000000 00 00 0000000 00000 00 00 00 00 00 00 00000000 00 00 00 000000 00 00 000000 0 0 00000000 00 00000 00 00 00 0 00 00 0000 00 0 00 00 000000 00 000000 000000 0000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0 00 00 00 00 000000 000 00000 0 00000 pcaSlab v2.00 (TM) A Computer Program for Analysis, Design, and Investigation of Reinforced Concrete Beams, One -way and Two -way Slab Systems Copyright 0 2003 -2006, Portland Cement Association All rights reserved Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaSlab computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaSlab program. Although PCA has endeavored to produce pcaSlab error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaSlab program. {2] DESIGN RESULTS Top Reinforcement: Units: Width (ft), Mmax (k -ft), Xmax (ft), As (in ^2), Sp (in) Span Zone Width Mmax Xmax AsMin AsMax SpReq AsReq Bars 1 Left 0.67 0.00 0.500 0.000 1.646 0.000 0.000 Middle 0.67 0.00 10.125 0.000 1.646 0.000 0.000 - -- Right 0.67 37.50 19.750 0.405 1.646 3.222 0.581 2 - #5 2 Left 0.67 38.30 0.500 0.405 1.646 3.222 0.595 2 - #5 Middle 0.67 5.29 5.808 0.170 1.646 3.22! 0.078 2 - #5 Right 0.67 0.00 15.667 0.000 1.646 3.222 0.000 2 - #5 Top Bar Details: Units: Length (ft) Left Continuous Right Span Bars Length Bars Length Bars Length Bars Length Bars Length 1 2 --- Bottom Reinforcement: 2 - #5 16.00 2 - #5 6.52 Units: Width (ft), Mmax (k -ft), Xmax (ft), As (in ^2), Sp (in) Span Width Mmax Xmax AsMin AsMax SpReq AsReq Bars 1 0.67 32.75 8.000 0.405 1.646 3.222 0.504 2 - 05 2 0.67 16.44 9.948 0.328 1.646 3.222 0.246 2 - #5 px.aoLau rVLLlanlu ..cwcn� �aa u.ia i. wn " Licens'ed to: Ignacio Calvo P.E., License ID: 53111 - 1011481 -4 -23FA7 -23FA7 \ \Serverl \0- jobs \0 - Projects \David Johnson \Sotolongo Res Addition \Calc \RB- 2 -3.slb Bottom Bar Details: Units: Start (£t), Length (ft) Long Bars Short Bars Span Bars Start Length Bars Start Length 1 2 - #5 0.00 20.25 2 2 - #5 0.00 16.00 Flexural Capacity: Units: x (ft), As (in ^2), PhiMn (k -ft) Span x AsTop AsBot PhiMn- PhiMn+ 1 0.000 0.00 0.62 0.00 39.83 0.500 0.00 0.62 0.00 39.83 7.237 0.00 0.62 0.00 39.83 10.125 0.00 0.62 0.00 39.83 13.013 0.00 0.62 0.00 39.83 13.734 0.00 0.62 0.00 39.83 15.018 0.62 0.62 -39.83 39.83 19.750 0.62 0.62 -39.83 39.83 20.250 0.62 0.62 -39.83 39.83 2 0.000 0.62 0.62 -39.83 39.83 0.500 0.62 0.62 -39.83 39.83 5.808 0.62 0.62 -39.83 39.83 8.000 0.62 0.62 -39.83 39.83 10.358 0.62 0.62 -39.83 39.83 15.667 0.62 0.62 -39.83 39.83 16.000 0.62 0.62 -39.83 39.83 Longitudinal Beam Shear Reinforcement Required: Units: d (in), Start, End, Xu (ft), PhiVc, Vu (kip), Avis (in ^2 /in) Span d PhiVc Start End Vu Xu Av /s 1 15.00 9.86 1.750 4.143 6.39 1.750 0.0067 4.143 6.536 3.95 4.143 0.0000 6.536 8.929 1.58 6.536 0.0000 8.929 11.321 3.37 11.321 0.0000 11.321 13.714 5.81 13.714 0.0067 13.714 16.107 8.26 16.107 0.0067 16.107 18.500 10.70 18.500 0.0067 2 15.00 9.86 1.750 3.560 9.10 1.750 0.0067 3.560 5.369 7.26 3.560 0.0067 5.369 7.179 5.41 5.369 0.0067 7.179 8.988 3.56 7.179 0.0000 8.988 10.798 1.72 8.988 0.0000 10.798 12.607 2.39 12.607 0.0000 12.607 14.417 4.01 14.417 0.0000 Longitudinal Beam Shear Reinforcement Details: Units: spacing & distance (in). Span Size Stirrups (2 legs each unless otherwise noted) 1 #3 7 @ 6.8 + < -- 86.1 - -> + 15 @ 7.0 2 #3 12 @ 7.0 + < -- 98.9 - -> Beam Shear Capacity: Units: d, Sp (in), Start, End, Xu (ft), PhiVc, PhiVn„ Vu (kip), Av /s (in ^2 /in) Span d PhiVc Start End Avis Sp PhiVn Vu Xu 1 15.19 9.98 0.000 0.750 0.750 4.143 0.0324 4.143 11.321 11.321 19.500 0.0314 19.500 20.250 2 15.19 9.98 0.000 0.750 0.750 7.179 0.0314 7.179 15.417 15.417 16.000 Slab Shear Capacity: 6.8 7.0 32.14 32.14 4.99 31.43 31.43 8.17 0.000 6.37 1.766 3.95 4.143 10.68 18.484 12.48 20.250 31.42 10.89 0.000 7.0 31.42 9.08 1.766 4.99 4.00 14.401 4.99 5.44 16.000 Page 2 2a) W rVl4 Lf2 IU \. CIIICiW VLCl4 • LicenAedVto: Ignacio Calvo P.E., ^License ID: 53111 - 1011481 -4 -23FA7 -23FA7 \ \Serverl \0- jobs \0 - Projects \David Johnson \Sotolongo Res Addition \Calc \RB- 2 -3.slb Units: b, d (in), Xu (ft), PhiVc, Vu(kip) Span b d Vratio PhiVc Vu Xu 1 - -- Not checked - -- 2 - -- Not. checked - -- Deflections: Section properties Units: Iq, Icr, Ie (in ^4), Mcr, Mmax (k -ft) Ie,avg Span Dead Dead +Live Zone Iq Icr Load Level Page 3 sq Dead Dead +Live Mcr Mmax Ie Mmax Ie 1 3639 1491 Middle 3888 848 14.79 14.45 3888 24.08 1552 Right 3888 848 14.79 -19.24 2228 -32.07 1146 2 3639 3477 Left 3888 848 14.79 -19.24 2228 -32.07 1146 Middle 3888 848 14.79 6.39 3888 10.64 3888 Maximum Instantaneous Deflections Units: D (in) Span Ddead Dlive Dtotal 1 0.071 0.187 0.259 2 0.013 -0.008 0.015 Maximum Long -term Deflections Time dependant factor for sustained loads = 2.000 Units: D (in) Span Dsust Lambda Dcs Dcs +lu Dcs +i Dtotal 1 0.071 2.000 0.143 0.330 0.330 0.402 2 0.023 2.000 0.046 0.038 0.038 0.061 Material Takeoff: Reinforcement in the Direction of Analysis Top Bars: 47.0 lb < => 1.30 lb /ft < => 1.943 1b /ft ^2 Bottom Bars: 75.6 lb < => 2.09 lb /ft < => 3.129 lb /ft ^2 Stirrups: 127.8 lb < => 3.53 lb /ft < => 5.290 lb/ft-2 Total Steel: 250.4 lb < => 6.91 lb/ft < => 10.362 lb/ft-2 Concrete: 36.3 ft ^3 < => 1.00 ft ^3 /ft < => 1.500 ft ^3 /ft ^2 IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 1800 S.W. 27 AVE. #401 MIAMI, FL. 33145 FLORIDA LICENSE No.56755 PH: (305)6489008 FAX: (305) 6489128 DESIGN CALCULATIONS . JOB _ .dam ��'7 SHEET NO _ OF _ —. CALCULATED BY DATE __ CHECKED BY DATE SCALE. Title : SOTOLONGO ADD Job # Dsgnr: Date: 4:53PM, 5 MAY 11 Description : Scope : 3/ Rev 580003 User. KW-0808533, Ver 5.8.0,1 -! 2003 (0)1983.2003 ENERCALC Engineering Software oxv;< oomrnrosxaccsao-ca 'm�a,�uox�scr,�r�n� Description WD BM Multi-Span limber Beam EX PARTITION kdO.85 ac,•: nm,-: �.ax Page 1 SOTOLONOO.ECW:Calculatlons :: �xau} xcxxw- awryas�xr ,�a:w+.x.�;;,rcc;�:^.x:l cxo General information Southern Pine, No.2 ,„...4 Tick, 8 Wide All Spans Considered as Individual Beams Timber Member Information Description Span Timber Section ft Beam Width in Beam Depth in Le Unb�raced Length ft Member Type Code Ref: 2001 NOS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Fb . Bask: Mow Fv : Basic Allow 1,200.0 psi 175.0 psi Elastic Modulo Load Duration Factor 1,600.0 ksi 1.600 1 2 5.25 5.17 5.50 2 -2x8 2-2x8 22x8 3.000 3.000 3.000 7.250 7.250 7.250 Pin - Pin Pin - Pin Pin - Pin 5.25 5.17 5.50 Sawn Sawn Sawn Loads Live Load Used This Span ? Dead Load #/ft Live Load #/ft Yes Yes Yes 480.00 480.00 480.00 480.00 480.00 480.00 Results Mmax @ Cntr in-k 39.7 38.5 43.6 ig X = ft 2.62 2.58 2.75 Max r:} Left End in-k 0.0 0.0 0.0 Max @ Right End in-k 0.0 0.0 0.0 fb : Actual psi 1,510.2 1,464.5 1,657.5 Fb : Allowable psi 1,885.4 1,886.0 1,883.6 Sending OK Bending OK Bending OK Shear 0 Left k 2.52 2.48 2.64 Shear © Right k 2.52 2.48 2.64 fv : Actual psi 134.4 132.4 1432 Fv : Allowable psi 280.0 280.0 280.0 Shear OK Shear OK Shear OK Reactions & Deflection DL Q Left k 1.26 1.24 1.32 LL @ Left k 1.26 124 1.32 Total Left k 2.52 2.48 2.64 DL ft Right k 1.26 124 1.32 LL @ Right k 1.26 124 1.32 Total Right k 2.52 2.48 2.54 Max. Deflection @X= in -0.108 -0.101 -0.130 ft 2.62 2.58 2.75 Query Values Location ft Moment in-k Shear k Deflection in 0.00 0.0 2.5 0.0000 0.00 0.0 2.5 0.0000 N.5.411,4 ;5} iYt?.' G�Y.-0vY,•iX'.✓AhKS`xr}YA}nti9?Xi N.'9�:zi} }.`?}? COX .�ti+HY;:Y.4.K:R};.:s�}%>K�R4; HI.'{5iS444i✓.'. t \Still` 1'. \. 0.00 0.0 2.6 0.0000 TRW : SOTOLONGO ADD Description : Scope: Job # Date: 4:53PM, 5 MAY 11 Rev 580002 User. KW-0401533, Ver 5.8.0,1- Dee-2003 (03 1983.2003 ENERCALC Engineering Software 444X,X4X4 444XXVX.4,4X4Xw>r,>;xccsv mr Description WP 1 General Information Wood Section Rectangular Column Column Depth Width Sawn Timber Column Design 3.50 in 5.50 in Unbraced length for "y-y" axis Worms deflection Unbraced length for "x-x" axis sideways deflection Lu XX for Bending Axial Load Eccentricity 0.500in h^s Page SOTOLONGO.ECW:Catculahons stsxcw�r�-,44XXe.ve4xxsss Code Ref: 2001 NDS, 2003 190, 2003 NFPA 5000. Base aNawables are user defined. Total Colurn n Height 9.00 ft Load Duration Factor 1.00 Fc 1,650.00 psi Fb 1,500.00 psi E - Elastic Modulus 1,600 ksi Southern Pine, f o.2 2 -4 Thick, 2 9.00 ft 9.00 ft 9.00 ft Dead Load 3,091.00 the __110.1011#__ 3,091.00 Ibs 42-244X4X 44 4. 4.444:4244X 244444, Short Term Load 0.00 Ibs Using : 4x6, Width= 5.50in, Depth= 3.501n, Total Column Ht= 9.00ft DL +LL DL +LL +ST 321.14 psi 321.14 psi 467.21 psi 467.21 psi fc : Compression Fc : Allowable fbx : Flexural Fbx : Allowable Interaction Value 275.27 psi 1,500.00 psi 0.7288 27527 psi 1,500.00 psi 0.9781 Column OK DL + ST 160.57 psi 467.21 psi 137.63 psi 1,500.00 psi 0.2528 Stress Details Fc : X-X Fc : Y-Y Pc : Allowable Pc:Allow * Load Dur Factor Pbx Pbx * Load Duration Factor 969.05 psi 46721 psi 46721 psi 46721 psi 1,500.00 psi 1,500.00 psi .` >.YYom.,^'J2.T.,4,.2}2"n 2,`S22:'Y ?4 2s,4^,,4,:S'f9.2i4GY 99,,5:42,44.4 For Bending Stress Cates... Max k*Lu 1 d Le : Bendkig (Lu-roc * NDS Tame 3.3.3 tartar) Rb: (Le d /b"2)*5 NM. Allow k*Lu / d Cf•.Bendmg For Axial Stress Calcs... Cf : Axial Mal XXkLu /d Axial ¥YkLu /d 50.00 16.56 ft 4.795 11.00 1.000 1.000 19.64 30.86 Rev: 580009 User KW-0608533, Yet 5.8.0,1- Dec -2003 (c)1983-2003 ENERCALC Engineering Software Description TIC : SOTOLONGO ADD Dsgnr: Description Job # Date: 5:O5PM, 5 MAY 11 3 Scope : @ Code Ref ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Cantilevered Retaining Wall Design Page 1 9 9 SOTOLONOO.ECW:Caid,iations PLANTER WALL ) (/�2- / G'S /6.1. �l R,/ 1 yi Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem 2.67ft 0.171t 0.00:1 = 16.01 in 110.00 pof 0.0 psf Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Skiing & Overturning Desi ! n Summa 0:44,4444' 44,4444444444,3:44%.:;40 4,,X44444444W Total Bearing Load ...resultant ecc. 843 kbs = 5.98 in Soil Pressure 6 Toe = Soil Pressure 6 Heel = Allowable = Soil Pressure Less Than AC1 Factored Toe = ACI Factored @ Heel = Footing Shear 6 Toe Fogg Shear @ Heel = Allowable Wall Stability Ratios Overturning 1,670 psf OK 0 psf OK 2000 psf AID 2,154 Psf 0psf 5.9 psi OK 4.2 psi OK 93.1 psi 1.55 OK Sliding = 3.63 (Verb Co Sliding Cates (Vertical Component Used) Lateral Sliding Force _ 317.1 Ibo less 100% Passive Force = - 898.3 Ibs less 100% Friction Force = - 253.0 lbs Added Force Req'd = 0.0 be OK ....for 1.5 :1 Stability = 0.0 Ibs OK Soil Data ti Mow Soil Berg = 2,000.0 psf Rarldne Soil Presure calculation Soil Friction Angie = 30.0 deg Active Pressure:Ka *Gamma = 38.7 psf/ft Page Pressure:Kp *Lamm 330.0 psf/ft FoolIng91Soil Friction Soil height to more for passive pressure = 0.300 = 0.00 in [Lateral Load Applied to Stem Lateral Load ...Height to Top ...Height to Bottom 46.8 #/ft 283 ft 1.33 ft Stem Construction Footin ! Desi . n Results ��XRYRtiv�iht?`i}.g13iR� -n'�Xf 3tiTKdSEVY.'�CK�v4".k"u' Factored Pressure - _ 2 0 ,154 0 psi Mu' : Upward = 373 0 ft-# Mu' : Downward = 92 196 114 Mu: Design = 281 198 ft4 Actual 1-Way Shear = 5.91 4.17 psi Allow 1 -Way Shear = 93.11 93.11 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd 44:4kXv.'4S •'4,;L:'444.4444444444 Design height Wall Maw Above "Ht" Thickness Reber Size Reber Spacing Reber Placed at Design Data fb/FB ¢ fe/Fa Total Force 6 Section � = Mornent....Actual tt4 = Momen ..,.Ah able = Shear.....A psi _ Stir.... wable psi = Develop ABOVE t ft. In = Lap/Hook BELOW Ht. in = Weight = �.=. 'd' in= Footing Strengths & Dimensions 2dY3!2 »b.�ti 4h'�rtVi��fSS�4�hK1v\\ f'c = 3,000 psi Min. As % Toe Width Heel Width Total Fogg Width Footing Thickness Fy = 60,000 psi 0.0018 0.50 ft 1.17 1.67 12.001n Key Width = 0.00 in Key Depth - 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in LAxial Load Applied to Stem Top Seem Ardal Dead Load = Axial Uve Load = Axial Load Eccentricity = 67.0 lbs 0.0 Ibs 0.0 in ft = _ Stem OK 0.00 Masonry 8.00 # 5 40.00 Center Bar Bas Wail Reber Masonry Par Fs Solid Grotating Special Inspectka Modular Ratio 'n' Short Tenn Factor Equiv. Sol d Thick cone b k Type = Normal Wei 0.396 168.3 247.9 643.6 4.0 38.7 30.0) 6.00 84.0 3.81 psi = 1,500 psi = 24,000 Yes Yes 25.78 = 1.000 in= 7.60 Pc psi = Fy Psi = Other Acceptable Sizes & Spacings Toe: Not'req'd, Mu < S * Fr Ham: Not req'd, Mu < 5 * Fr Key: No key defined S Rev: 580009 Use KW -tai, Ver 5.8.0,1- Dec.2003 (6)1983 -2003 ENERCALC Engineering Software Description PLANTER WALL Cantilevered Title : SOTOLONGO ADD Descr• ip• tion : Job # Date: 5:05PM, 5 MAY 11 3 4 Scope : Code Ref ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 R�eetainin Wall Design Page 2 SOTOLONGO.ECW:Caiculations Summa Item of Overtumin & Resistin, Forces & Force Distance Moment Ibs ft 84 Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe Adjacent Fling Load = 246.9 1.22 302.1 Added Lateral Load = 70.2 3.08 Load § Stem Above Soil = SeismicLoad = Total = 317.1 ResistinglOvertuming Ratio Vertical Loads used for Soli Pressure = 2164' O.T.M. = 518.3 = 1.65 843.4 ibs Vertical component of active pressure used for soil pressure oments .....RESISTING..... Force Distance Moment tbs ft ft4 Soli Over Heel Sloped Soil Over Heel = Surch'ar'ge Over Heel = Acijac ent Footing Load A>bd Dead Load on Stem = Soti Over Toe = Surcharge Over Toe = Stem Weight(s) _ Earth § Stem Transitions = Footing Weight = Key Weight Vet Component 147.8 1.42 209.7 67.0 0.83 73.3 0.25 238.6 0.83 250.5 0.84 66.2 1.67 Total = 843.4 Ibs R.M.= 55.8 18.3 198.8 209.2 110.5 802.3 Sotolongo I esidence HVAC Load (Calculations for Mr & Mrs Sotolongo 1249 NO 100st Miami shores, Fl COi'i' CRoSIDENn.AL HVAC LOADS Prepared By: Tuesday, May 10, 2011 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Vjersion 2, and ACCA Manual D. Rinfac -R Miami, FL 33166 Project Report Project Title: Project Date: Client Name: Client Address: Client City: Sotolongo Residenc 05/6/ 11 Mr & Mrs Sotolongo 1349No1O0ot Miami shores, F| Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Winter: Summer: Outdoor Dry Bulb 40 92 25 7 1.000 1.000 1.000 1.000 1.000 Miami, Florida Front door faces North Low Degrees ft. Outdoor Outdoor Indoor Indoor Grains Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference 37.52 80Y6 n/a 70 n/a 78 54% 5096 75 58 Check 5 Total Building Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space 1,937 2,176 21,760 CFM Per Square ft.: Square ft. Per Ton: 0.890 466 o:o.• Total Heating Required lncluding Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 42,724 Btuh 42.810 Btuh 13.408 Btuh 56.016 Btuh 42.724 MBH 76 % 24 % 4.67 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Elite\Rhvac 8\SOTOLONGO RES|DENCE.rhv Tuesday, May 10, 2011, 12:15 PM System 1 Room Load Summary - --Zone 1-- 1 Kitchen /dining 2 Studio 3 Guest Rm ..... _........_ ..................... __._ System 1 total 1,162 17,797 221 7,528 284 6,965 231 98 90 1,667 32,290 419 0 -0 0 -0 0 -0 0 15,784 0 7,793 0 6,481 3,803 2,803 2,803 718 354 295 718 354 295 30,058 9,408 1,367 1,367 Net Required: 3.29 76% / 24% 30,058 9,408 39,466 Heating System Cooling System Type: Electric Resistance Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0% 0 SEER Sound: Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C: \Elite \Rhvac 8 \SOTOLONGO RESIDENCE.rhv Tuesday, May 10, 2011, 12:15 PM r [System 2 Room Load Summary - -Zone 1-- 4 Second System 2 total 509 10,434 509 10,434 136 0 -0 136 12,552 3,998 571 571 12,552 3,998 571 571 Net Required: 1.38 76% / 24% 12,552 3,998 Type: Model: Indoor Model: Brand: Heating System Electric Resistance Efficiency: 0% Sound: Capacity: 0 Btuh Sensible Capacity: n/a Latent Capacity: n/a Coolina System Standard Air Conditioner 0 SEER 0 Btuh 0 Btuh 0 Btuh C: \Elite \Rhvac 8 \SOTOLONGO RESIDENCE.rhv Tuesday, May 10, 2011, 12:15 PM FORM 1100A -08 AUS 1 1 2H FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: SOTOLONGO RESIDENCE Builder Name: Street: 1249 NE 100ST Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES , FL , Permit Number: Owner: MR & MRS SOTOLONGO Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2176 7. Windows Description Area a. U- Factor: Dbl, U =0.55 362.72 ft2 SHGC: SHGC =0.60 b. U- Factor N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 1667.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 2690.00 ft2 b. Concrete Block - Int Insul, Adjacent R=4.1 350.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Unvented) R =30.0 1667.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 435.2 ft2 12. Cooling systems(combined) a. Central Unit Cap: 58.0 kBtu/hr SEER: 16.551724137 13. Heating systems(combined) a. Electric Strip Heat Cap: 51.0 kBtu/hr COP: 1 14. Hot water systems a. Natural Gas Cap: 80 gallons EF: 0.82 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.167 Total As -Built Modified Loads: 54.35 PASS Total Baseline Loads: 67.18 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED B DATE: :7/1/2, </ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: - DATE: • �� p1 Review of the plans and S*" specifications covered by this calculation indicates compliance with the Florida Energy Code. retra€r a.,; ;�, Before construction is completed this building will be inspected for s , compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: J lr" 7/ - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with N1110.A.3. 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: SOTOLONGO RESIDENCE Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: MR & MRS SOTOLONGO Conditioned Area: 2176 SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 1249 NE 100ST Permit Office: MIAMI SHORES Rotate Angle: 0 County: MIAMI -DADE Jurisdiction: 232600 Cross Ventilation: City, State, Zip: MIAMI SHORES , Family Type: Single - family Whole House Fan: FL , New /Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V# Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 222 ft 0 1667 ft2 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 1806 ft2 0 ft2 Medium 0.96 No 0 22.6 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1667 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic ( Unvented) 30 1667 ft2 0.11 Wood WALLS / Cavity Sheathing Framing Solar y # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 760 ft2 0 0.75 2 W Exterior Concrete Block - Int Insul 4.1 590 ft2 0 0.75 3 S Exterior Concrete Block - Int Insul 4.1 560 ft2 0 0.75 4 E Exterior Concrete Block - Int Insul 4.1 780 ft2 0 0.75 5 N Garage Concrete Block - Int Insul 4.1 350 ft2 0 0.01 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS # Omt Door Type 1 S Wood 2 N Wood Storms U -Value Area None None 0.46 21 ft2 0.46 21 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project section above. Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening None None None None None None None None None None None None None 1 N Metal Double (Tinted) 2 N Metal Double (Tinted) 3 N Metal Double (Tinted) 4 W Metal Double (Tinted) 5 W Metal Double (Tinted) 6 W Metal Double (Tinted) 7 W Metal Double (Tinted) 8 S Metal Double (Tinted) 9 S Metal Double (Tinted) 10 S Metal Double (Tinted) 11 S Metal Double (Tinted) 12 E Metal Double (Tinted) 13 E Metal Double (Tinted) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6° 0.55 0.6 N N N N N N N N N N N N N 64 ft2 16 ft 0 in 1 ft 0 in HERS 2006 12.67 ft2 16 ft 0 in 1 ft 0 in HERS 2006 40 ft2 1 ft 6 in 1 ft 0 in HERS 2006 12.67 ft2 1 ft 8 in 1 ft 0 in HERS 2006 33.33 ft2 26 ft 0 in 1 ft 0 in HERS 2006 16.89 ft2 1 ft 6 in 1 ft 0 in HERS 2006 9.39 ft2 1 ft 6 in 1 ft 0 in HERS 2006 48 ft2 1 ft 6 in 1 ft 0 in HERS 2006 10.67 ft2 1 ft 6 in 1 ft 0 in HERS 2006 22.22 ft2 1 ft 6 in 1 ft 0 in HERS 2006 40 ft2 1 ft 6 in 1 ft 0 in HERS 2006 8.44 ft2 1 ft 6 in 1 ft 0 in HERS 2006 44.44 ft2 1 ft 6 in 1 ft 0 in HERS 2006 INFILTRATION & VENTING V Method SLA Default 0.00036 CFM 50 ACH 50 ELA EqLA 212.1 - Forced Ventilation - Run Time Supply CFM Exhaust CFM Fraction Fan Watts 0 2055 7.08 112.8 0 cfm 0 cfm 0 GARAGE V# Floor Area Ceiling Area ft2 Exposed Wall Perimeter 64 ft Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 8 ft (invalid) COOLING SYSTEM V # System Type Subtype Efficiency SEER: 16 SEER: 18 Capacity Air Flow SHR Ductless False False 1 Central Unit 2 Central Unit None None 42 kBtu/hr 1260 cfm 0.75 16 kBtu/hr 480 cfm 0.75 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat 2 Electric Strip Heat None None COP: 1 COP: 1 34 kBtu/hr False 17 kBtu/hr False 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Natural Gas 0.82 80 gal 45 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — — Retum — Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 435.2 ft Attic 108.8 ft Default Leakage Interior TEMPERATURES Programable Thermostat: Coolin [[�] Jan Venting (xJ Jan EXX Venting [[x1 Jan [[�X]] Y Feb Feb Feb X Mar X f X' Mar [X [X' Mar Cei ing Fans: A r Ma Jun X Apr €Xq May €XI Jun €X Jul Au Se Oct Jul €XX Aug €XX] Sep [X Oct Nov [XX Nov X Dec X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1249 NE 100ST PERMIT #: MIAMI SHORES, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls NI 106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures NI 106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested., Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts NI106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECK OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS Water Heaters SECTION REQUIREMENTS N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas NI112.AB.2.3 Shower heads Air Distribution Systems HVAC Controls Insulation N1112.AB.2.4 N1110.AB N 1107.AB.2 N1104.AB.1 N1102.B.1.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heatpump pool heaters shall have a minimum COP of 4.0. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R-6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. CHECK 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 1249 NE 100ST, MIAMI SHORES, FL, 1. New construction or existing New (From Plans) 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2176 7. Windows** Description Area a. U- Factor: Dbl, U =0.55 362.72 ft2 SHGC: SHGC =0.60 b. U- Factor: N/A ft2 SHGC: c. U- Factor. N/A ft2 SHGC: d. U- Factor. N/A ft2 I+' SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A Insulation Area R =0.0 R= R= 1667.00 ft2 ft2 ft2 9. Wall Types Insulation a. Concrete Block - Int Insul, Exterior R=4.1 b. Concrete Block - Int Insul, Adjacent R=4.1 c. N/A R= d. N/A R= Area 2690.00 ft2 350.00 ft2 ft2 ft2 10. Ceiling Types Insulation Area a. Under Attic (Unvented) R =30.0 1667.00 ft2 b. N/A R= ft2 C. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 435.2 ft2 12. Cooling systems (combined) a. Central Unit 13. Heating systems (combined) a. Electric Strip Heat 14. Hot water systems a. Natural Gas b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City /FL Zip: Cap: 58.0 kBtu/hr SEER: 16.551724137 Cap: 51.0 kBtu/hr COP: 1 Cap: 80 gallons EF: 0.82 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** a. U- Factor SHGC: b. U- Factor. SHGC: c. U- Factor. SHGC: d. U- Factor: SHGC: e. U- Factor: SHGC: Description Dbl, U =0.55 SHGC =0.60 N/A N/A N/A N/A 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 1249 NE 100ST, MIAMI SHORES, FL, New (From Plans) Single- family 1 3 No 2176 Area 362.72 ft2 Insulation Area R =0.0 R= R= ft2 ft2 ft2 ft2 1667.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types a. Under Attic (Unvented) b. N/A c. N/A Insulation R=4.1 R=4.1 R= R= Insulation R =30.0 R= R= Area 2690.00 ft2 350.00 ft2 ft2 ft2 Area 1667.00 ft2 ft2 ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 435.2 ft2 12. Cooling systems (combined) a. Central Unit 13. Heating systems (combined) a. Electric Strip Heat 14. Hot water systems a. Natural Gas b. Conservation features None 15. Credits 1,, I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Department of Community Affairs at (850) 487 -1824. Cap: 58.0 kBtu/hr SEER: 16.551724137 Cap: 51.0 kBtu/hr COP: 1 Cap: 80 gallons EF: 0.82 Pstat **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I+ Ve) have been retained by Mit.efato oor (..oNKSO to perform special inspector services under the Florida Building Code at the (2.11 (si. .. too 41* project on the below listed structures as of t2.20 • ( (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: I i' Teea ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) (.—. ■ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ■ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection* 1. Xrd. G 0 CALVO > • 2. 3. G: _►G . 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES °``. Fundamental Examination; or registration as building inspector or general contractor. Owe) will notify Miami Shores Village Building Department of any changes regarding authorized •e +n—lr �I p��erf• ing in ction services. 9o(we) understand that a Special Inspector inspection log for each building must be displayed in r reference by the Miami Shores Village Building Department Inspector. All mandatory inspe Building Code, must be performed by the County. The Village building inspections must be idle ryinspe ns. Inspections performed by the Special Inspector hired by the Owner are in addition to the manda ry-lnspe i is p Aormed *the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judg ; -nt those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial acco ti ance with the approved plans. Signed and eased EngineerlArchitect Name PkVle VlW "$ NE. dill °5 11 WU, reated on 6/10/2009 MOM Address 1440 1446:liigEft61.1 f� -- Phone No. COCA • $3b1 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: SOTOLONGO RESIDENCE Builder Name: Street: 1249 NE 100ST Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES , FL , Permit Number. Owner: MR &MRS SOTOLONGO Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2176 7. Windows Description Area a. U- Factor: Dbl, U =0.55 362.72 ft2 SHGC: SHGC =0.60 b. U- Factor: N/A ft2 SHGC: c. U- Factor. N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 1667.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 2690.00 ft2 b. Concrete Block - Int Insul, Adjacent R =4.1 350.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Unvented) R =30.0 1667.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 435.2 ft2 12. Cooling systems(combined) a. Central Unit Cap: 58.0 kBtu/hr SEER: 16.551724137 13. Heating systems(combined) a. Electric Strip Heat Cap: 51.0 kBtu/hr COP: 1 14. Hot water systems a. Natural Gas Cap: 80 gallons EF: 0.82 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.167 Total As -Built Modified Loads: 54.35 PASS Total Baseline Loads: 67.18 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code.r� Before construction is completed this building will be inspected for compliance with Section 553.908 s �' Florida Statutes. BUILDING OFFICIAL: DATE: Z T I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT. DATE: DATE: t - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with NI110 -A.3. 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: SOTOLONGO RESIDENCE Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: MR & MRS SOTOLONGO Conditioned Area: 2176 SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 1249 NE 100ST Permit Office: MIAMI SHORES Rotate Angle: 0 County: MIAMI -DADE Jurisdiction: 232600 Cross Ventilation: City, State, Zip: MIAMI SHORES , Family Type: Single - family Whole House Fan: FL , New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V# Floor Type Perimeter R- Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 222 ft 0 1667 ft2 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 1806 ft2 0 112 Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1667 ft2 N N CEILING ✓ # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic ( Unvented) 30 1667 ft2 0.11 Wood WALLS / Framing Solar Cavity R -Value Sheathing Fraction Absor. v # Omt Adjacent To Wall Type R-Value Area 1 N Exterior Concrete Block - Int Insul 4.1 760 ft2 0 0.75 2 W Exterior Concrete Block - Int Insul 4.1 590 ft2 0 0.75 3 S Exterior Concrete Block - Int Insul 4.1 560 ft2 0 0.75 4 E Exterior Concrete Block - Int Insul 4.1 780 ft2 0 0.75 5 N Garage Concrete Block - Int Insul 4.1 350 ft2 0 0.01 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V# Omt Door Type Storms U -Value Area 1 S Wood 2 N Wood None None 0.46 21 ft2 0.46 21 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Protect" section above. V Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening None None None None None None None None None None None None None 1 N Metal Double (Tinted) 2 N Metal Double (Tinted) 3 N Metal Double (Tinted) 4 W Metal Double (Tinted) 5 W Metal Double (Tinted) 6 W Metal Double (Tinted) 7 W Metal Double (Tinted) 8 S Metal Double (Tinted) 9 S Metal Double (Tinted) 10 S Metal Double (Tinted) 11 S Metal Double (Tinted) 12 E Metal Double (Tinted) 13 E Metal Double (Tinted) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 0.55 0.6 N N N N N N N N N N N N N 64 ft2 ' 16 ft 0 in 1 ft 0 in HERS 2006 12.67 ft2 16 ft 0 in 1 ft 0 in HERS 2006 40 ft2 1 ft 6 in 1 ft 0 in HERS 2006 12.67 ft2 1 ft 8 in 1 ft 0 in HERS 2006 33.33 ft2 26 ft 0 in 1 ft 0 in HERS 2006 16.89 ft2 1 ft 6 in 1 ft 0 in HERS 2006 9.39 ft2 1 ft 6 in 1 ft 0 in HERS 2006 48 ft2 1 ft 6 in 1 ft 0 in HERS 2006 10.67 ft2 1 ft 6 in 1 ft 0 in HERS 2006 22.22 ft2 1 ft 6 in 1 ft 0 in HERS 2006 40 ft2 1 ft 6 in 1 ft 0 in HERS 2006 8.44 ft2 1 ft 6 in 1 ft 0 in HERS 2006 44.44 ft2 1 ft 6 in 1 ft 0 in HERS 2006 INFILTRATION & VENTING V Method SLA CFM 50 ACH 50 ELA EqLA - Forced Ventilation - Run Time Supply CFM Exhaust CFM Fraction Fan Watts 0 Default 0.00036 2055. 7.08 112.8 212.1 0 cfm 0 cfm 0 GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft (invalid) COOLING SYSTEM V # System Type 1 Central Unit 2 Central Unit Subtype Efficiency Capacity Air Flow SHR Ductless False False None None SEER: 16 SEER: 18 42 kBtu/hr 1260 cfm 0.75 16 kBtu/hr 480 cfm 0.75 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat 2 Electric Strip Heat None None COP: 1 COP: 1 34 kBtu/hr False 17 kBtu/hr False 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Natural Gas 0.82 80 gal 45 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name System Model # Collector Storage Collector Model # Area Volume FEF None None ft2 DUCTS - Supply V # Location R -Value 1 Attic 6 - Area 435.2 ft - Retum — Location Area Air Leakage Type Handler Percent CFM 25 Leakage QN RLF Attic 108.8 ft Default Leakage Interior • TEMPERATURES Programable Thermostat: Y Cooling [X Jan €X Feb Venting [X Jan )C Feb Thermostat Schedule: HERS 2006 Reference Schedule Type [XX] Mar [X Mar Ceiling Fans: n Apr r May n Jun r: Jul �X; Aug r Sep IX. Oct Ix: X Nov €XX' Dec ec 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM PM Cooling (WEH) AM PM Heating (WD) AM PM Heating (WEH) AM PM 78 80 78 78 66 68 66 68 78 80 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 78 78 78 78 68 68 68 68 68 68 68 68 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 68 68 68 68 68 68 68 68 66 66 68 68 68 68 68 68 68 68 66 66 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1249 NE 100ST MIAMI SHORES, FL, PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION Exterior Windows & Doors N1106.AB.1.1 Exterior & Adjacent Walls NI 106.AB.1.2.1 Floors Ceilings Recessed Lighting Fixtures Multi -story Houses Additional Infiltration reqts N 1106.AB.1.2.2 REQUIREMENTS FOR EACH PRACTICE Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. NI 106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. NI 106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. NI 106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECKS. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS Water Heaters SECTION NI 112.AB.3 REQUIREMENTS Swimming Pools & Spas NI112.AB.2.3 Shower heads Air Distribution Systems HVAC Controls Insulation N1112.AB.2.4 N1110.AB N 1107.AB.2 Comply with efficiency requirements in Table NI 12.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. - Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. L All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R-6 min. insulation. Separate readily accessible manual or automatic thermostat for each system CHECK NI 104.AB.1 N1102.B.1.1 T �J Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 7/12/2011 6:58 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms Is this a worst case? Conditioned floor area (ft2) 5. 6. 7. Windows* a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor: SHGC: d. U- Factor: SHGC: e. U- Factor: SHGC: Description Dbl, U =0.55 SHGC =0.60 N/A N/A N/A N/A 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 1249 NE 100ST, MIAMI SHORES, FL, New (From Plans) Single - family 1 3 No 2176 Area 362.72 ft2 ft2 ft2 ft2 ft2 Insulation Area R =0.0 1667.00 ft2 R= ft2 R= ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types a. Under Attic (Unvented) b. N/A c. N/A Insulation R =4.1 R=4.1 R= R= Insulation R =30.0 R= R= Area 2690.00 ft2 350.00 ft2 ft2 ft2 Area 1667.00 ft2 ft2 ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 435.2 ft2 12. Cooling systems (combined) a. Central Unit 13. Heating systems (combined) a. Electric Strip Heat 14. Hot water systems a. Natural Gas b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building 1, Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City /FL Zip: Cap: 58.0 kBtu/hr SEER: 16.551724137 Cap: 51.0 kBtu/hr COP: 1 Cap: 80 gallons EF: 0.82 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 1249 NE 100ST, MIAMI SHORES, FL, 1. New construction or existing New (From Plans) 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2176 7. Windows ** Description Area a. U- Factor: Dbl, U =0.55 362.72 ft2 SHGC: SHGC =0.60 b. U- Factor: N/A SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor: N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A ft2 ft2 ft2 ft2 Insulation Area R =0.0 1667.00 ft2 R= ft2 R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 2690.00 ft2 b. Concrete Block - Int Insul, Adjacent R =4.1 350.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation a. Under Attic (Unvented) R =30.0 b. N/A R= c. N/A R= Area 1667.00 ft2 ft2 ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 435.2 ft2 12. Cooling systems (combined) a. Central Unit 13. Heating systems (combined) a. Electric Strip Heat 14. Hot water systems a. Natural Gas Cap: 58.0 kBtu/hr SEER: 16.551724137 Cap: 51.0 kBtu/hr COP: 1 Cap: 80 gallons EF: 0.82 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Department of Community Affairs at (850) 487 -1824. Date: City /FL Zip: * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 LOT 4, BLOCK 1 0 w U zo m 1- F wo F J F.I.P. 5/8" CO n 0 .LOT 3, BLOCK 1 F.I.P. 5/8" NO I.D. 0.6'E,1.2'N \ S.I.R. 1/2" LB #6135 -- x (75.00') FENCE,0.4'S,0.6'E LL. 0 w w H- O tri O N L.J w (1) w J U O J 02 0 J W J U z O z FENCE,0.3'E X (25.)b0Y_ x x L_ x F.I.P. 5/8" NO I.D. 0.8'E,0.9' \ NO I.D. (75_00'),7(M) 175.00'(P) x THE . 25.00' OF LOT 5 I BLOCK 1 (INCLUDED) '10.0' 75.00' x 5' U.E. LOT 2, BLOCK 1 F.I.P. 5/8" NO I.D. (50.00 THE W. 50.00' OF LOT 6 BLOCK 1 (INCLUDED) X —1 cV tn N xo- r) 0 0 rn x �(50.00') FENCE,0.1'5,0.0'W CORNER FALLS IN FENCE x1.5' 1.5' 5.0' —x co COVERED PORCH WALK SURVEY NOTES — CONCRETE DRIVE CROSSING THE SOUTH SIDE OF LOT. —THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND CROSS THE WEST AND EAST LOT UNES. 1t m 0 ;n CO O w Ct w O O O u . � W h W J H. 0 O U) z r' w O —'z FENCE,0.0'E U 0 J m O J 0 u; 0 LOT 7, BLOCK 1 F.I.P. 5/8" NO I.D. 0.7'E,1.7'N F.I.P. 5/8" (50.00') NO I.D. \\J. S.I.R. 1/2" LB #6135 75.00' S.I.R. 1/2° LB #6135 N.E. 100th STREET 60' R/W (ASPHALT) 75.10'(M) 0 0 0 M • • (SIGNED) PAGE 2 OF 2 PAGES BOUNDARY SURVEY SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OFA SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL, OR A RAISED EMBOSSED SEAL AND SIGNATURE. Digitally signed by Clyde McNeal DN: CN = Clyde McNeal, C = US, 0 = Target Surveying, Inc. Date: 2010.12.13 12:45:45 - 05'00' �lyae McNeal CLYDE 0. McNEAL, PROFESSIONAL SURVEYOR AND MAPPER #2883 LB #6135 TARGET SURVEYING, INC, SERVING ALL FLORIDA COUNTIES 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (561) 640 -4800 FACSIMILE (561) 640 -0576 STATEWIDE PHONE (800) 226 -4807 STATEWIDE FACSIMILE (800) 741 -0576 • The East 25 feet of Lot 5, and the West 50 feet of Lot 6 Block 1, GORDON SHORES according to the Plat thereof as recorded in Plat Book 45, Page 8, of the Public Records of MIAMI -DADE County, Florida. Community Number. 120652 Panel: 0306 Suffix L Flood Zone: X Field Work 12/8/2010 Certified To: SERGIO D. SOTOLONGO ; NORTH AMERICAN TITLE COMPANY, FIRST INTERNATIONAL TITLE; FIRST AMERICAN TITLE INSURANCE COMPANY ;; JP MORGAN CHASE & COMPANY, its successors and/or assigns. Property Address: 1249 NE 100TH ST MIAMI, FL Surrey Number. 164243 LEGEND : A/C AIR COADITTONER BA BEAMS RE RBVLE BBVCII MARK CBVITIRLINE (c) CALCL4ATED CATV CABLE RISER C.B. CATCH DJL DRILL HOLE DE °RAMAAGEEASEMEIVT IVW DRIVEWAY 4 CENTRALANG1EIJELTA CAL CONCRETEMONU ENT DS DEED BOOK D. DESCRPI/ONORDEED ESMT EAST E.O.W. MOE OFWATER RIP. FD W.C. FP.K F.C.M F ..R L LAE ME MIL F.AL MW NR NT.S BOUM EiEVATIONr MAST R.00R IRON PPE FOUND WELL WITNESS CORNER FOUAD PAR!ER- lALONNAL FOUND CONCRETE M0HI WHINEY!' FOI W PON ROD LENGTH LIMITED MA&VTBVANAE&WENT MAIWOLE Pi7WNAI: N42 & DISC NON RADIAL NOT TOSCALE LME Oil OJta U.E P.O.P. P.R.AL T.B.M TEL P.O.B. P.ac. P.C.C. P.C. PRO P.T. • RO.E R IAKEl,INATI f INCEEA3INENT OFFICIAL RECORDS OFFICIAL RECORDS BOOK UTILITY EASEAENT PERA84AIBVTCONTROL POINT PERMANENT REFERENCE 1 k4fENT TEA P0RARYBENCIIdfARC TELEFHONEFACBJTIS POINT OFBEGYG POMTOF'COMMENCEMENT POI V T O F COMPOIND CURVATURE POSIT OF CiIRVATURE PONT OF REMISE CURVATURE PONT OFTANGENCY PROPERTY CORNER ROOF OVERHANG EASENW RAOIUS(RADIAL) RV SLR P.P. 10.S WAS PG (P) P.S UP. AE Ili CH 11—lt- -x-* RIGHT OF WAY SET IRON ROD & CAP POWER POLE TOP OFB4NK WATER PAGE PLAT PLAT BOOK U77LJTYPOLE MD MEASURED ANCHOR EASEMBVT OVBWFAD UTILITY LINES PROPERTY LAE CHORD COVERED AREA CONCRETE WOOD FENCE METAL PENCE • GENERAL NOTES: 1) 2j PAGE 1 OF 2 PAGES LEGAL DESCRIPTION AND CERTIFICATION LB #6135 LEGAL DESCRIPTION PROVIDEDBY °THERS THE INKS SHOWN HEREON WERE NOT ABSTRACTED FOR EA VTSOROTTER RECORDED E V C U MBR A N C E S N O T SH H O W N ON THE PIAT. 3) UNDERGROUND POIMONS OF FOOT 3S MAMMY'S OR OTTER 6ROV 4fT$WERE NOT LOCATED. 4) WALL 7YES ARE TO THE FACE OFTHE WILL AAD ARE NOT TO BE WED 70RECOMSTRUCT BOUNDARYUNE& 5) ONILY WNW E7 OACHMENTSLOCA7E0. 6) DIMENSIONS SHOWN ARERATANDREASLIREL7W MESS OTHERIMM MKAW1 7) FEVCE 014WOMHP NOT DETERM! B 8) ELEVATIONS kWIC47 D HEREON ARE kV FEET NW DECAMLS REFRSWED TDNQKD 1929 9) BY SOME IVSTANCE5 GRARAC REPRESENTATIONS HAVE BEEN EXAGGERAT D TO MORE CLEARYRLUSTRATEREAT ION9!'8PSBETWEBV PHYSICAL IMPROVE ItTSAMOORLOTLINES. N A L L CASE DAEMONS SH A L L CONTROL T HE L O C A T IO N OF THE D l PRO V E MEN TS OVER SCALED POIgIT DNS. TARGET SESVEYINCif, INC. SERVING ALL FLORIDA COUNTIES 8250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (561) 840 -4800 FACSIMILE (681)040.0676 STATEWIDE PHONE (600) 2284807 STATEWIDE FACSIMILE (800) 741-0578 Sotolongo Residence HVAC Load Calculations for Mr & Mrs Sotolongo 1249 Ne 100st Miami shores, Fl VAC REHAIDCELOADS Prepared By: Friday, May 06, 2011 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Project Report Project Title: Project Date: Client Name: Client Address: Client City: 1.17 17'7 obytozpii VOW, 6N, .€ • Sotolongo Residence 05/6/11 Mr & Mrs Sotolongo 1249 Ne 100st Miami shores, Fl Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Winter: Summer: Outdoor Dry Bulb 40 92 25 7 1.000 1.000 1.000 1.000 1.000 Outdoor Wet Bulb 37.52 78 Miami, Florida Front door faces North Low Degrees ft. Outdoor Rel.Hum 80% 54% Indoor Rel.Hum n/a 50% Indoor Grains Dry Bulb Difference 70 n/a 75 58 or' glioif riV:VNik • • `,Vaiang.d. 111 ,V11:119.0' Total Building Supply CFM: 1,937 CFM Per Square ft.: Square ft. of Room Area: 2,176 Square ft. Per Ton: Volume (ft3) of Cond. Space: 21,760 r;1111:131:12:13r:Z?tig 1111110:',1111111111 Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: "-4 42,724 Btuh 42,610 Btuh 13,406 Btuh 56,016 Btuh IU IIIT IN 0.890 466 r...74111; 42.724 MBH 76 % 24 % 4.67 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Elite\Rhvac 8\SOTOLONGO RESIDENCE.rhv Friday, May 06, 2011, 12:09 PM —Zone 1— 1 Kitchen/dining 2 Studio 3 Guest Rm System 1 total 1,162 17,797 231 0-0 221 7,528 98 0-0 284 6,965 90 0-0 1,667 32,290 419 0 15,784 3,803 718 718 0 7,793 2,803 354 354 0 6,481 2,803 295 295 30,058 9,408 1,367 1,367 1111Witiir- 461111**, Net Required: Type: Model: Indoor Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: 329 76% / 24% Allirtfipaummuk Heating System Electric Resistance 0% 0 Btuh nla nla JuIt 30,058 9,408 Cooling System Standard Air Conditioner 0 SEER 0 Btuh 0 Btuh 0 Btuh 39,466 C:\Elite\Rhyac 8\SOTOLONGO RESIDENCE.rhv Friday, May 06, 2011, 12:09 PM ./ :•„.04:1 System 2 Room Load Summary 01101111":''r —Zone 1— 4 Second 509 10,434 136 0-0 0 12,552 3,998 571 571 System 2 total 509 10,434 136 12,552 3,998 571 571 ISirtfi'YviliffriciA1111111111111111113:10: IIU .44 411111111,11 ir Net Required: 1.38 76% / 24% 12,552 Type: Model: Indoor Model: Brand: Heating System Electric Resistance Efficiency: 0% Sound: Capacity: 0 Btuh Sensible Capacity: n/a Latent Capacity: n/a Cooling System Standard Air Conditioner. 0 SEER 0 Btuh 0 Btuh 0 Btuh C:\Elite\Rhvac 8\SOTOLONGO RESIDENCE.rhv Friday, May 06, 2011, 12:09 PM SUBSURFACE EXPLORATION REPORT PROPOSED ADDITION 1249 NE 100TH Street Miami Shores, Fl File Number 11 -2645 April 29, 2011 Ardaman & Associates, Inc. OFFICES Orlando, 8008 S. Orange Avenue, Orlando, Florida 32809, Phone (407) 855 -3860 Alexandria, 3609 Mac Lee Drive, Alexandria, Louisiana 71302 Phone (318) 443 -2888 Bartow, 1525 Centennial Drive, Bartow, Florida 33830, Phone (863) 533 -0858 Baton Rouge, 316 Highlandia Drive, Baton Rouge, Louisiana 70884, Phone (225) 752 -4790 Cocoa, 1300 N. Cocoa Blvd., Cocoa, Florida 32922, Phone (321) 632 -2503 Fort Myers, 9970 Bavaria Road, Fort Myers, Florida 33913, Phone (239) 768 -6600 Miami, 2608 W. 84th Street, Hialeah, Florida 33016, Phone (305) 825 -2683 Monroe, 1122 Hayes Street, West Monroe, Louisiana 71292, Phone (318) 387 -4103 New Orleans, 1305 Distributors Row, Suite I, Jefferson, Louisiana 70123, Phone (504) 835 -2593 Port Charlotte, 740 Tamiami Trail, Unit 3, Port Charlotte, Florida 33954, Phone (941) 624 -3393 Port St. Lucie, 460 Concourse Place NW, Unit 1, Port St. Lucie, Florida 34986, Phone (772) 878 -0072 Sarasota, 78 Sarasota Center Blvd., Sarasota, Florida 34240, Phone (941) 922 -3526 Shreveport, 7222 Greenwood Road, Shreveport, Louisiana 71119, Phone (318) 636 -3673 Tallahassee, 3175 West Tharpe Street, Tallahassee, Florida 32303, Phone (850) 576 -6131 Tampa, 3925 Coconut Palm Drive, Suite 115, Tampa, Florida 33619, Phone (813) 620 -3389 West Palm Beach, 2200 North Florida Mango Road, Suite 101, West Palm Beach, Florida 33409, Phone (561) 687 -8200 MEMBERS: A.S.F.E. American Concrete Institute American Society for Testing and Materials Florida Institute of Consulting Engineers Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants Mr. David Wearne Johnson AIA P.A. 7740 SW 104th Street, Suite 101 Miami, Fl 33156 RE: SUBSURFACE EXPLORATION REPORT PROPOSED ADDITION 1249 NE 100TH Street MIAMI SHORES, FLORIDA h3 1_ '7 2011 April 29, 2011 File No.: 11 -2645 As requested and authorized by you, we have completed a shallow subsurface soil exploration at the above referenced location. The purposes of performing this exploration were to evaluate the general subsurface conditions within the existing residence area and to provide recommendations for site preparation and foundation support. Our work included Standard Penetration Test (SPT) boring and engineering analyses. This report documents our findings and presents our engineering recommendations. SITE LOCATION AND SITE DESCRIPTION The site for the proposed residence is located at 1249 NW 100th Street, Miami Shores, Florida (Section 5, Township 53 S, Range 42 E). A site vicinity map is presented as our Figure 1. The site is currently occupied by a single -story residence with associated driveways and parking. PROPOSED CONSTRUCTION AND GRADING We have not been provided with any structural plan or any specific information for this project. It is our understanding that the proposed addition Will consist -o#- a one -story structure? locate-din the rear of the property:; The proposed addition will consist of Toad bearing masonry walls and interior columns with slab -on -grade floors. For the purposes of our analysis, we have assumed the maximum loading conditions for the one -story addition to be on the order of 3 -5 kips per lineal foot; a maximum of 100 kips for individual column foundations and 100 pounds per square foot (psf) for slab -on- grade floors. 2608 W. 84 Street, Hialeah, Florida 33016 Phone (305) 825 -2683 FAX (305) 825 -2686 Louisiana: Alexandria, Baton Rouge, Monroe, New Orleans, Shreveport Florida: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port St. Lucie, Sarasota, Tallahassee, Tampa, W. Palm Beach April 29, 2011 -2- File No.: 11 -2645 FIELD EXPLORATION PROGRAM SPT Borings The field exploration program consisted of performing one (1) Standard Penetration Test (SPT) boring. The SPT boring was performed at the location shown in our Boring Location Plan. The boring was advanced to a depth of 30 feet below the ground surface using the methodology outlined in ASTM D -1586. A summary of this field procedure is included in the Appendix. Split -spoon soil samples recovered during performance of the borings were visually classified in the field and representative portions of the samples were transported to our laboratory in sealed sample jars for further classification and laboratory testing. The groundwater level at the boring location was measured upon completion of drilling. LABORATORY TESTING PROGRAM Representative soil samples obtained during our field sampling operation were packaged and transferred to our laboratory for further visual examination and classification. The resulting soil descriptions are shown on the soil boring profiles presented in the Appendix. GENERAL SUBSURFACE CONDITIONS General Soil Profile The results of the field exploration and laboratory testing programs are graphically summarized on the soil boring profiles presented in the Appendix. The stratification of the boring profiles represents our interpretation of the field boring logs and the results of laboratory examinations of the recovered samples. The stratification lines represent the approximate boundary between soil types. The actual transitions may be more gradual than implied. 1 1 1 1 1 1 1 1 1 1 1 April 29, 2011 File No.: 11 -2645 The results of our test borings indicate the following general soil profile: Depth Below Ground Surface {feet) Description 0 —1.5 Fill, sand, mixed with Topsoil 1.5 -4 Limestone, poorly cemented with pockets of sand 4 -22 Limestone 22 -27 Limestone with pockets of sand 27 -30 Sand, fine grained with some rock fragments -3- The above soil profile is outlined in general terms only. Please refer to the boring logs for soil profile details. GROUNDWATER CONDITIONS Our drillers observed groundwater in the borehole at depths of 5'3" feet below the ground surface, as noted on the attached boring log. Fluctuations in the groundwater level on this site should be anticipated throughout the year due to seasonal variations in rainfall, drainage, and other factors. We expect that groundwater conditions are controlled by the tidal fluctuations in the bay. ENGINEERING EVALUATION AND RECOMMENDATIONS General The results of our exploration indicate that, with proper site preparation as recommended in this report, the existing soils are suitable for supporting the proposed structures on conventional shallow foundations. Spread footings should provide an adequate support system for the one story addition. The following are our recommendations for overall site preparation, foundation support, and pavement construction which we feel best suited for the proposed facility and existing soil conditions. The recommendations are made as a guide for the design April 29, 2011 -4- File No.: 11 -2645 engineer and/or architect, parts of which should be incorporated into the project's specifications. Stripping and Grubbing The "footprint" of the proposed structure should be stripped of all surface vegetation, stumps, debris, organic topsoil or other deleterious materials, as encountered. Thickness of topsoil may vary through the site. No topsoil should remain under foundation or the slab on grade. During the grubbing operation, roots with a diameter greater than 1/2 inch, stumps, or small roots in a dense state, should be grubbed and completely removed. The actual depth(s) of stripping and grubbing must be determined by visual observation and judgment during the earthwork operation. Proof - rolling We recommend proof - rolling the cleared surface to locate any unforeseen soft areas or unsuitable surface or near - surface soils, to increase the density of the surficial soils and to prepare the existing surface for the addition of the fill soils (as required). Proof- rolling of the building areas should consist of at least 10 passes of a vibratory compactor. Each pass should overlap the preceding pass by 30 percent to achieve complete coverage. If deemed necessary, in areas that continues to "yield ", remove all deleterious material and replace with clean, compacted sand backfill. The proof - rolling should occur after cutting and before filling. A density equivalent to 95 percent of the modified Proctor (ASTM D -1557) maximum dry density value for a depth of one foot in the building and parking areas must be achieved beneath the stripped and grubbed ground surface. Additional passes and/or overexcavation and recompaction may be required if these minimum density requirements are not achieved. The soil moisture should be adjusted as necessary during compaction. Suitable Fill Material and the Compaction of Fill Soils All fill materials should be free of organic materials, such as roots and vegetation. As a general guide to aid the contractor, we recommend using fill with 3 to 10 percent by dry weight of material passing the U.S. Standard No. 200 sieve size. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 April 29, 2011 -5- File No.: 11 -2645 All structural fill should be placed in level lifts not to exceed 12 inches in uncompacted thickness. Each lift should be compacted to at least 95 percent of the modified Proctor (ASTM D -1557) maximum dry density value. The filling and compaction operations should continue in lifts until the desired elevation(s) is achieved. If hand -held compaction equipment is used, the lift thickness should be reduced to 6 inches. Foundation Support by Spread Footings and Foundation Compaction Criteria Excavate the foundations to the proposed bottom of footing elevations that shall be below topsoil later elevation and, thereafter, verify the in -place compaction for a depth of one foot below the footing bottoms. If necessary, compact the bottom of the excavations to achieve a minimum dry density equivalent to 95 percent of the modified Proctor maximum dry density (ASTM D -1557) for a depth of 1 foot below the footing bottoms. Based on the existing soil conditions and, assuming the above outlined proof - rolling and compaction criteria is implemented, an allowable soil bearing pressure of 3000 pounds per square foot (psf) may be used in the foundation design. With the site prepared and the foundations designed and constructed as recommended, we anticipate total settlements of one inch or less, and differential settlements between adjacent footings less than 0.25 inch. All bearing wall foundations should be a minimum of 16 inches wide and column foundations 24 inches wide. A minimum soil cover of 14 inches should be maintained from the bottom of the exterior foundations to the adjacent outside finished grades. If bottom of foundation will bear directly over existing natural limestone, we recommend that Ardaman & Associates, Inc performs inspection of bottom of footing. Floor Slab Vapor Barrier and Slab Compaction Requirements Compaction beneath all floor slabs should be verified for a depth of 14 inches and meet the 95 percent criteria (modified Proctor, ASTM D- 1557). Precautions should be taken during the slab construction to minimize moisture entry from the underlying subgrade soils. This can be achieved through the installation of an impervious membrane (vapor barrier) between the subgrade soils and floor slab. A ten - mil thick polyethylene film is commonly used for this purpose. Care should be exercised when placing the reinforcing steel (or mesh) and slab concrete such that the membrane April 29, 2011 -6- File No.: 11 -2645 is not punctured. Slab on grade may be designed with a modulus of subgrade reaction of 200 pci. If interior columns are isolated from the floor slab, an expansion joint should be provided around the columns and sealed with a water -proof sealant. QUALITY ASSURANCE We recommend establishing a comprehensive quality assurance program to verify that all site preparation and foundation and pavement construction is conducted in accordance with the appropriate plans and specifications. Materials testing and inspection services should be provided by Ardaman & Associates. As a minimum, an on -site engineering technician should monitor all stripping and grubbing to verify that all deleterious materials have been removed and should observe the proof - rolling operation to insure that the appropriate number of passes is applied to the subgrade. In -situ density tests should be conducted during backfilling activities and below all footings and floor slabs to verify that the required densities have been achieved. In -situ density values should be compared to laboratory Proctor moisture - density results for each of the different natural and fill soils encountered. Finally, we recommend inspecting and testing the construction materials for the foundations and other structural components. CLOSURE The analysis and recommendations submitted herein are based upon the data obtained from the soil borings presented in the Appendix and the assumed loading conditions. This report does not reflect any variations which may occur adjacent to or between the borings. The nature and extent of the variations between the borings may not become evident until during construction. If variations then appear evident, it will be necessary to re- evaluate the recommendations presented in this report after performing on -site observations during the construction period and noting the characteristics of the variations. This report has been prepared for the exclusive use of David Wearne Johnson AIA PA and his representatives in accordance with generally accepted soil and foundation engineering practices. In the event any changes occur in the design, nature, or location of the proposed structure, we should review the applicability of conclusions and April 29, 2011 -7- File No.: 11 -2645 recommendations in this report. We also recommend a general review of final design and specifications by our office to make sure that earthwork and foundation recommendations are properly interpreted and implemented in the design specifications. We are pleased to be of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please contact us. Very truly yours, ARDAMAN & ASSOCIATES, INC. FL Certificate No.: 0005950 s /s-lir Evelio Horta, Ph.D., P.E. Senior Project Engineer FL Reg. No. 46625 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SITE PLAN AND BORING LOGS — M M r— OM MI r N s MN OM OM MI NM MI IIIIIII � ! NE': 1 CX3th St- ` "NE10441St -: anii tovoi S #.' -7G1sC St _ iarni SSt ores ReexestiotiT : -NS 100th St_ Ardaman & Associates Inc. Geotechnical, Environmental and Materials Consultants SUBSURFACE EXPLORATION PROPOSED ADDIT1ON 1249 NE 100 STREET, MIAMI SHORES MIAMI DADE COUNTY, FLORIDA SITE VICINITY MAP Figure No 1 File No.: 11 -2645 Prepared By EHJr Date: 04/27/2011 E • • IIIIII • • 1111111 • • MI M MI MN • 11111111 • Mr11. Ardaman & Associates Inc. Geotechnical, Environmental and Materials Consultants SUBSURFACE EXPLORATION PROPOSED ADDITION 1249 NE 100 STREET, MIAMI SHORES MIAMI DADE COUNTY, FLORIDA BORING LOCATION PLAN Figure No 2 File No.: 11 -2645 Prepared By: EHJr Date: 04/27/2011 STANDARD PEN APPENDIX TION TEST RING L Our borings describe subsurface conditions only at the locations drilled and at the time drilled. They provide no Information about subsurface conditions below the bottom of the boreholes. At ; r= lions not explored, surface conditions that differ from e observed in the borings may exist and should be anticipated. information reported on our boring logs is based on our drillers' logs and on visual examination in our laboratory of disturbed soil samples recovered from the borings. The distinction shown on the logs between soil types is approximate only. The actual transition from one soil to another may be gradual and indistinct. The groundwater depth shown on our boring logs is the water level the driller observed in the borehole when it was drilled. These water levels may have been influenced by the drilling procedures, especially in borings made by rotary drilling with bentonitic drilling mud. An accurate determination of groundwater level requires long-term observation of suitable monitoring wells. Fluctuations in groundwater .levels throughout the year should be anticipated. The absence of a groundwater level on certain Togs indicates that no groundwater data is available. It does not mean that no groundwater will be encountered at that boring location. STANDARD PENETRATION TEST BORINGS The Standard Penetration Test is a widely accepted method of testing foundation soils in place. The N -Value obtained from the test has been correlated empirically with various soil properties. These empirical correlations allow satisfactory estimates to be made of how the soil is likely to behave when subjected to foundation loads. Tests are usually performed in the boreholes at intervals of five feet in addition, our Firm performs tests continuously in the interval directly below the expected foundation bearing grade where the soil will be the most highly stressed. Boreholes where Standard Penetration Tests will be performed are drilled with a truck- mounted CME 45A drill rig. The boreholes are advanced by rotary drilling with a winged bit that makes a hole about three Inches in diameter. A bentonitic drilling mud is recirculated in order to remove the cuttings and support the walls of the borehole. The drag bit is specially modified to direct the mud upward and reduce disturbance of the soil ahead of the bit. Occasionally, running or squeezing ground is encountered that cannot be stabilized by the drilling mud alone. In addition, drilling mud may be lost into the soil or rock strata that are unusually pervious. In such cases, flush - coupled steel casing with an outside diameter of about 3.5 inches Is driven as a liner for the borehole. After the borehole has been advanced to the depth where a Standard Penetration Test will be performed, the soil sampler used to run the test is attached to the end of the drill rods and lowered to the bottom of the borehole. The testing procedure used conforms closely to the methods recommended in ASTM D -1586. The sampler used has a split-barrel 24 inches long and an outside diameter of 2.0 inches. It is driven into the ground below the bottom of the borehole using a hammer that weighs 140 pounds and falls 30 inches. The driller records the number of hammer blows needed to advance the sampler the second and third six-inch increments constitutes the test result that is, the N-Value at the depth. The test is completed after the sampler has been driven not more than 24 inches or when refusal is encountered, whichever occurs first. Refusal occurs when 50 hammer blows advance the sampler six inches or less. After the test is completed, the sampler is removed from the borehole and opened. The driller examined and dassifies the soil recovered by the sampler. He places representative soil specimens from each test in closed glass jars and takes them to our laboratory. In the laboratory, additional evaluations and tests are performed, if needed. The driller's classifications may be adjusted, if necessary, to conform more closely with the United Soil Classification System, ASTM D-2487. Jar samples are retained in our laboratory for sixty days, then discarded unless our clients request otherwise. After completion of a test boring, the water level In the borehole is recorded. KEY TO SYMBOLS Symbol Description Strata symbols Sand Limestone Misc. Symbols Water table at boring completion Soil Samplers Standard penetration test Notes: 1. Exploratory borings were drilled on 04/27/11 using a 4 -inch diameter continuous flight power auger. 2. Boring locations were taped from existing features and elevations extrapolated from the final design schematic plan. 3. These logs are subject to the limitations, conclusions, and recommendations in this report. 4. Results of tests conducted on samples (If any) recovered are reported on the logs. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SOIL TEST BORING SYMBOLIC LOGS BORING 1 Project: 1249 NE 100Tth Street, Miami Shores,FI Date: 04/27/11 File No.: 113 -11 -48 -2645 Boring Location: SEE PLAN Casing: N/A Drill Method: SPT /HSA Depth of Water Table : 5'3" Elev.: N/A Driller: JLJ /JEC Date Checked: ELEVATION / DEPTH SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA SOIL DESCRIPTION SAMPLE No. SPT "N" VALUE 0 5 10 15 20 25 30 35 — its 1 /6 4/6 4/6 _ 2/6 5/6 — 12/6 12/6 10/6 sis 7/6 5/6 5/6 5/6 5/6 4/6 4/6 5/6 516 4/6 1/6 5/6 5/6 5/6 SAND, fine grained mixed with topsoil LIMESTONE, very poorly cemented, pale yellow LIMESTONE, very poorly cemented with large pockets of .sand, rusty yellow LIMESTONE, rusty yellow LIMESTONE, white LIMESTONE, very pooly cemented with large pockets of sand, light green SAND, with some rock fragments, pale light green 1 2 3 4 5 6 8 2 6 16 22 16 10 9 8 9 5 10 I _ " "� �.��■ If11Nf1 ;:::� IRE n .ml •••�. IN• ullo Immo mem gn •�� • J ....o. ... -■ •...m slum =' i.. ...o■ ....mss •••m■ m .... ...•■ imm ..._ ■14,6 ...._ ... •• i .� iii = ....m ...•■ •■ • mum o■ mums= •• ia u..l .1' ....� 11 i ..... .MI■ Ells= ..M .M■ ....EN " °' ...m. ....= =min 1• ....m• ...•■ ....m. Notes: Ardaman & Associates, Inc. - EaL