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RC-12-447�.` ' ttd, aid i' „ •ma u��w;�? <. ... iE" r. _ «; . J., ^' . %. .. f. L 3 4: Y r `'. 4,241 , .. 44'4 ro: �. f r+1 .a V Certificate of Completion Miami 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: NUN Date Issued Occupancy R Load Occupancy 3,760 SQ FT Type Not Transferable POST IN A CONSPICUOUS PLACE Permit Number: RC- 3- 12-447 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- 190607 Inspection Date: May 07, 2013 Inspector: Bruhn, Norman Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: DENMAR CONSTRUCTION GROUP Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Alteration Phone Number Parcel Number 1132050270580 Phone: (954)372 -6623 Building Department Comments INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 190561. Section B8 is incorrect. the correct flood zone is AE and VE. 10' and 11' z 7 5c�t,(,44 f 4 ?// °-a, esz .- 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 May 07, 2013 Page 1 of 1 FEDERALEM R ENCI° oMANAGEiMENTAt3REN Y ELEVATION CERTIFICATE National Flood lnstranceProgram Important: Read the Instructions on pages 1 -9. Al. Building Owner's Name David Puyanic SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expiration Date:, July 31, 2015 FOR INSURANCE COMPANY USE Policy, Number. A2. Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9259 N. Bayshore Drive City Miami Shores State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 5, Block 4, BAY LURE, PB.44 - PG. 63 Folio No. Folio No. 11-3205-027-0580 Company NAIC Number A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25.8607'N Long. - 080.1715'W Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 36_88 sq ft b) Number of permanent flood openings in the crawlspace or enclosures) within 1.0 foot above adjacent grade 11 c) Total net area of flood openings in A8.b 16_56 sq in d) Engineered flood openings? ❑ Yes _� No RESIDENTIAL ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number 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 El/A sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number City of Miami Shores 120652 B2. County Name Miaml -Dade B3. State Florida B4. Map/Panel Number 12086C0308 B5. Suffix L B6. FIRM Index Date 09 -11 -09 B7. FIRM Panel Effective/Revised Date 09 -11 -09 B8. Flood Zone(s) AE -VE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) +10' &+11' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other /Source: BI 1. Indicate elevation datum used for BFE in Item B9: / NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: 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* 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. In Puerto Rico only, enter meters. Benchmark Utilized: B_62 Vertical Datum: N.G.V.D.1929 Indicate elevation datum used for the elevations in items a) through h) below. c4 NGVD 1929 . ❑ NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support +7.91' +8.75' N/A. N/A. +11.10' +5.56 +5.65' N/A._ Check the measurement used. ® feet ❑ meters ® feet ❑ meters ❑ feet ❑ meters ❑ feet ❑ meters feet ❑ meters feet ❑ meters feet ❑ ❑ feet ❑ SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by taw 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 ® Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name WALDO F. PAEZ License Number 3284 Title SURVEYOR pany Name DELTA MAPPING AND SURVEYING, INC. rs FEMA Form 086 -0-33 (7/12) See reverse side for continuation. Replaces all previous editions. 1 111..," realm vt-I1■ 111 wiI I �p IJUWO 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. 9259 No. Bayshore Drive FOR INSURANCE COMPANY U Policy Number City Miami Shores State FL ZIP Code 33138 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. Comma = 2.e) denotes Elevatio • of Air C L titude and Longit •e obtain b ,•��,iwn • :_• Signatures e denser Slab. Google Earth +3.82' Date 5-07- 13Rev. 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 ❑ feet ❑ meters ❑ above or 0 below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is • ❑ 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 ❑ 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 Owners 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 —G10. In Puerto Rico only, enter meters. GI . ❑ 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 —G10) 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 -buiit lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet ❑ feet ❑ feet ❑ meters ❑ meters ❑ meters Datum Datum Datum Local Official's Name Community Name Signature Comments ❑ Check here If attachments. Title Telephone Date FEMA Form 086 -0-33 (7/12) Replaces all previous editions. 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- 190561 Permit Number: RC- 3- 12-447 Inspection Date: May 02, 2013 Inspector: Bruhn, Norman Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: DENMAR CONSTRUCTION GROUP Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Alteration Phone Number Parcel Number 1132050270580 Phone: (954)372 -6623 Building Department Comments INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments 0 ff -' iS 1.4.,A4 o r yl, ) 0 14E-)0 i-- 61".- / i Failed �G Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 02, 2013 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program Important Read the Instructions on pages 1 -9. ELEVATION CERTIFICATE Al. Building Owner's Name David Puyanlc SECTION A - PROPERTY INFORMATION OMB No. 1660- 0008 Expiration Date: July 31, 2015 3UE tcv.Nt A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9259 N. Bayshore Drive City Miami Shores State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 5, Block 4, BAY LURE, PB.44 - PG. 63 Folio No. Folio No. 11 -3205-027 -0580 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat,25.8607''4 Long. - 080.1715'W Horizontal Datum: A6. Attach at least 2 photographs o f the building if the Certificate is being used A7. Building Diagram Number $ A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace enclosure(s) 3688 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 11 c) Total net area of flood openings in A8.b j sq in d) Engineered flood openings? ❑ Yes in No RESIDENTIAL ❑ NAD 1927 in NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage b) Number of permanent floc openings within 1.0 foot above adjacent grade c) Total net area of flood openings in A9 d) Engineered flood openings? ❑ sq ft in the attached garage .b NIA sq in Yes i tt No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number City of Miami Shores 120652 B2. County Name Miami -Dade 83. State Florida B4. MaptPanel Number 85. Suffix B6. FIRM Index Date 87. FIRM Panel B8. Flood 89. Base Flood Elevation(s) (Zone 12088C0306 L 09 -11-09 Effective/Revised Date Zone(s) AO, use base flood depth) 09 -11 -09 AH-VE +11.0' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. 0 FIS Profile in FIRM ❑ Community Determined ❑ Other/Source: B11. indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: jWg ❑ CBRS ❑ OPA ❑ Yes SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* in Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - &toes A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, ARIAH, AR/AO. Complete items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-OL Vertical Datum: N.G.V.D.1929 Indicate elevation datum used for the elevations In items a) through h) below. NGVD 1929 ❑ NAVD 1988 0 Other /Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) ±7.21-' b) Top of the next higher floor +am c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and ration in Comments) f) Lowest adjacent (finished) grade next to building (LAG) ±5.56 g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, Including structural support feet feet 0 feet ❑feet feet )1.i ►5 feet feet ❑ feet ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ mete`-, ❑ metiers ❑ meters 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 infornation.1 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 Check here if attachments. licensed land surveyor? in Yes ❑ No Certifiers Name WALDO F. PAEZ License Number 3284- Title SURVEYOR Address 13301 SW 32NC AVE #1 AMI CompanyiName DELTA MAPPING AND SURVEYING, INC. State FL ZIP Code 33186 Signature --Date 04 -30-13 Telephone 786-429 -1024 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. Lama. • I I wI• v IL 1 % II wr% I La, Frayo ia 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. 9259 No. Bayshore Drive City Miami Shores State FL ZIP Code 33138 FOR INSURANCE COMPANYIISE, Company NAIL Numbei 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.e) denotes Elevation of Air Latitude and Longitude obtain by ighesr wn t f Signature.- - • enser Slab. •ogle Earth 82' Date 4-30-13 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 ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ 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 0 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 rxxmnunity'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 jfi Check here if attachments, SECTION 0 - 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-G10. In Puerto Rico only, enter meters. 61. ❑ 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 -610) is provided for community floodplain management purposes. 64. 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 Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here If attachments. FEMA Form 088-0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY IJSE Building Street Address (including Apt, Unit, Sulte, and/or Bldg. No.) or P.O. Route and Box No. 9259 No. Bayshore Dr. Policy Numl City Miami Shores State FL Z1P Code 33138 Company NAIC Numbe If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. April 30, 2013 FEMA Form 086 -0-33 (7/12) Replaces all previous editions. cei\rs-o-ack, q7;; iami 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. ItjkSurveys (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. i Certificate of Elevation - (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. pi/Certificate of Soil Treatment (Final treatment- original)1 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 law as established by the Florida Department of Agriculture and Consumer Services." eHealth Department Approval Letter (On septic or private water). _, Note: If the house is on septic tank, approval letter is required from Health Dpt. ‘ii-t\•'--01C Soil Compaction Letter (Density report is required) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, ity/tBackflow preventor certificate (Required on commercial .projects only) Certificate of use. (Recorded in Miami -Dade Clerk of Courts) 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 INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC 3-12-447 INSPECTION REQUESTS: (305)762 -4949 or Log on at https : / /bldg.miamishoresvillage.com /cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3 :30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1132050270580 Owner's Name: DAVID PUYANIC Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Bond Number: wwwwwlamemniv Contractor(s) Phone Primary Contractor DENMAR CONSTRUCTION GROUP (954)372 -6623 Yes Owner's Phone: Total Square Feet: 3738 Total Job Valuation: $ 203,289.51 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK 1S ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. Tfl1J (VYUJ( vt UN JOB AT ¥ItvL OF £$2 ciicii NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PE¢2MIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL �WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF OMAAENCEMEIVT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO OUR 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STRUCTURAL INSPECTION INSP DATE INSP Foundation Final Alarm Stemwall Slab n ..,0eilliI liFer p, Columns (1st Lift) 4 ti" Columns (2nd Lift) Tie Beam Truss/Rafters .0. A (�K:-� 1d Roof Sheathing ' Bucks Windows/Doors Interior Framing � , Insulation ' J Defiling Grid /V / 'x Drywall `, Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA com • liance FINAL DOCUM NTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL OMMENTS ECTION RECORD ZONING PLUMBING INSPECTION DATE Zonin• Final ZONING COMMENTS ELECTRICAL INSPECTION Temporary Pole 30 Da Tem • • ra ____ Pool Bonding Pool Deck Bondin Pool Wet Niche Under • round Footer Ground Slab Wall Rough Ceiling Rough Rough Tele :• hone Rou • h Tele hone Final TV Fiou • h TV Final Cable Rou INSPECTION Rough INSP 2 Roush %R� To•Out ,a1.1 (�i� JJ� IENEE EMI" WIWI _• 1111111111111111 /11r Cullum:am ream Sewer Hook -u Roof Drains LP Tank Well wn Sprinklers Main Drain Pool Pi • in Backflow Preventor Interce•tor Catch Basins Condensate Drains • HRS Final FINAL PLUMBING OMMENTS ..ter .11. 11,;:7MINKPMISMAIIIMPINIM INN fIllreAllittAdall MECHAtVICAL Cable Final Intercom Rough Intercom Final Alarm Roush Service Work Wit INSPECTION DATE • *ZOOM Roush MAIM �� umrizji MUM Underground Pi e ELECTRICAL COMMENTS ; - A I I I IE TIMM MP" '7,117-P-472Sr INSPECTION FIRE ll:`!1_1 INSP Final S • rinkler Final Alarm Fff AL Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum 'FINAL NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. / a' K`i 7 TAX FOUO NO. �- 3,205-0?-7-05/0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 11111111111111111111111111111111111111111111 CFN 2012R C4798803 OR EI••; 28346 Pss 3744 -- 3745: (2pss) RECORDED 11/06/2012 13 >11:25 HARVEY RIJVIN Q CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA Space above reserved for use of recording office 1. Legal description of property and street/address: L ea/ .14 -e; rip lion+ . o Ltrr wood as rc/4Ott "A" 9 .S 'f /Vof¢Z, /30yv shot e, bp.b•C �. Miomi sln„i..c ,, PL 2. Description of improvement: CA 1140/04. R.sn, „b„ /r r 3. Owner(s) name and address: 0 av" i A. 9,.y, al." rC ; 10 00 4 c,c`. /c1 hriv4 ,r y Sir, LP0s ' %8'4a Interest in property: - S,'rwp /o ®,.." to. gt191d Name and address of fee simple titleholder: a 4 o y'. 4. Contractor's name, address and phone number: DCIIIIVIat Cans/rociirn ( /av p . '3 I (C' Al. w 07 #is way St,^ t, V.( IL-, 3 "%3 g' i 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. I1/04 Amount of bond $ 6. Lender's name and address: /V/4 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)(a)7., Florida Statutes, A Name, address and phone number: /t/ /4 ,8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 4 snot, P1° tyr°'f C a,®r, An odge•s A ea,' , 14 4/ . 3 U vi., „re/ ?itacJ,Ja fjrivt. Sve' / <. dfov., At'c.y 14 lc 64iet Ai. 1111 et ) floc 13LS-'2Coo /a2 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a differen''t date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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 INTND TO QIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CO /t¢J{Ci'iENCEMENT. i Signature(s) of Owns) or Ow►iet Authorized Officer/Director /Partner /Manager Prepared By /% f� �:.• --� Prepared By Print Name tl,,� fl E, % t W.ek I.e. Print Name Title /Office %1,, er ' STATE OF FLORIDA COUNTY OF MIAMI -DADS The f egoing in rument was acknowledged before me this 22 "d day of De-kt.e0-- Title /Office 2 ®r2 Individually, ll y, or as for %Personally known, or CI produced the following type of identificat �r Signature of Notary Public: .4.; /g: Print Name: iPitnsra r / ea Amt. (SEAL) VERIFICATION PURSUANT TO SECTION 9 525. FLORIDA STATUTES Under penalties of rjufy,1 decla je tK `I have read the foregoing and that the facts stateed 4 are true,. /the best of my knowledge and belief. Signature(s). f Ov rrer(s) or Op', er s)'s Authorized Officer /Director /Partner /Manager who signed above: By 123.01 -52 PAGE 0 ' 3/10 By • d b Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 190560 Permit Number: RC- 3- 12-447 Inspection Date: May 02, 2013 Inspector: Bruhn, Norman Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project <NONE> Contractor: DENMAR CONSTRUCTION GROUP Permit Type: Residential Construction Inspection Type: PE Certification Letter Work Classification: Alteration Phone Number Parcel Number 1132050270580 Phone: (954)372 -6623 Building Department Comments INTERIOR REMODEL Infractlo Passed Comments INSPECTOR COMMENTS False Passed 577 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 May 02, 2013 Page 1 of 1 s Ugly Manuel E. Siques 8331 SW 12th Terrace Miami, FL 3314 mslques@bellsouth.net April 16, 2013 Village of Miami Shores Building Department Miami Shores, FL Attn: Building Inspector Re: Remodeling of existin residene located at 9258 N Bayshore Drive Miami Shors, FL Sir: This letter is to inform I Inspected the structural details and improvements at above referenced project, everything was done according to approved set of drawings and in compliance with Code. The structure is structurally sound and ready for occupancy. Sincerely, Manuel E. Siques, P.E. Civil — Structural Consulting Engineer Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 190559 Permit Number: RC- 3- 12-447 Inspection Date: May 02, 2013 Inspector: Bruhn, Norman Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project <NONE> Contractor: DENMAR CONSTRUCTION GROUP Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number Parcel Number 1132050270580 Phone: (954)372 -6623 Buildinsl Department Comments INTERIOR REMODEL 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 For Inspections please call: (305)762 -4949 May 02, 2013 Page 1 of 1 Property &kites& ._. BUILDING PERMIT #: INSULATION INSTALLATION CERTIFICATE gzsG fY. garyciwtf Jar Atom!' Og/tS PL Street CRY State Z4 Tom Range Section StaeldParcal The urn hereby certifies that headation !MS been installed kr the ab ve- described property to meet the minimum requirements for R -Value of the Florida Energy Miele* Cow: as followsz 1. txteriar CBS have been with (tk one from r to a thickness of .y inner, which thickneSs. accortfing to 7 f 1 adt+rnW -Ata rc wll ytekt an R" value of q / ; at bags per awe feet Exterior (Frame Walls) have been insdated with (Check ore from the oolxrur at right) to a thickness of trches. which thiclCness, acco dhng to wits yid an 01r value of UANUI Atr IUtadt 2 Ceifings (lead) have been inst&ded watt (Check we from the tx&unn to the of 0' h _ which amonfing to wlil yid an °R'value i at /17 bags per thousand square feet Ceifirg (VauftediCat al) have been insulated wlh (Check die from the column to the de to a r • i _ of 0 Air inches. witch thickness. accorthrg to %� will yield an `!x'value of 3"0 a interior Knee Wads have been intaated wt1 a ittowral Fiber Batt to a thicar ss of thickness, acccang to wIU yleld an value of MAKWALIURER 4. Gerage Partition Walls of concrittoned living area have been insulated to a thickness of ❑ Spray cul tafulose ❑ Fps Batts ❑ Rock Wool Batts ❑ Aluminum Foil ❑ Pole Other O Spray on cellulose ❑ Fiberglass Batts ❑ Rock Word Batts O Aluminum n m Pol ❑ Polyurethane ❑ Other ❑ Fibercjess Blankets Frbeaglass Loose Fill ❑ Rock Wool Blanks O Rock Wool Loose P11 ❑ Cellulose Loose FM ❑ Oar Fd3ergISSS Blankets O F Loose R11 O Rock Wool Blankets ❑ Roar Wool Loose FE ❑ Celutose Loose F 11 ❑ Other butes, which inches, which thidas, according to raavur will yield an °R" value of ti. 1718 followhig areas have floc been insulated )€nMVior COIN(' By: Date: 1 /Z. //1 e-3katittA4 1 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 190607 Permit Number: RC- 3- 12-447 Inspection Date: May 07, 2013 Inspector: Bruhn, Norman Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: DENMAR CONSTRUCTION GROUP Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Alteration Phone Number Parcel Number 1132050270580 Phone: (954)372 -6623 Building Department Comments INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 190561. Section B8 is incorrect. the correct flood zone is AE and VE. 10' and 11' / /O%%`« -( eiotc ce-ne...e.94., , 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 May 07, 2013 Page 1 of 1 U.S. DEPAR ; ENT OF HOMELAND SECURITY FEI? RAL L "RDENCYMANAGEMENTAGENCY National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the Instructions on pages 1 -9. SECTION A- PROPERTY INFORMATION OMB No. 1660 -0008 Expiration Date: July 31, 2015 Al Building Owner's Name David Puyanic FOR INSURANCE COMPANY USE Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9259 N. Bayshore Drive Company NAIC Number. City Miami Shores State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 5, Block 4, BAY LURE, PB.44 - PG. 63 Folio No. Folio No. 11- 3205 -027 -0580 A4, Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25.8607'N Long. -080.1715W Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number A8. For a building with a crawlspace[ or enclosure(s): a) Square footage of crawlspace or enclosure(s) 3688 sq ft b) Number of permanent flood Openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 11 c) Total net area of flood openings in A8.b 1656 sq in d) Engineered flood openings? 1 ❑ Yes iP No RESIDENTIAL ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage b) Number of permanent flood openings within 1.0 foot above adjacent grade c) Total net area of flood openings in A9 d) Engineered flood openings? ❑ N/A sq ft in the attached garage N/A .b N/A sq in Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 131. NFIP Community Name & Community Number City of Miami Shores 120652 B2. County Name Miami -Dade B3. State Florida B4. Map/Panel Number 12086C0306 B5. Suffix L 1 B6. FIRM Index Date 09 -11 -09 87. FIRM Panel Effective/Revised Date 09 -11 -09 B8. Flood Zones) AE -VE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) +10' &+11' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ►4 No Designation Date: NIA ❑ CBRS ❑ OPA 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. In Puerto Rico only, enter meters. Benchmark Utilized: B-62 Vertical Datum: N.G.V.D.1929 Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. ► a) Top of bottom floor (Including basement, crawispace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support +7.91' +8.75' N/A. NN /A.- +11.10' +5.56 +5.65' N/A.' Check the measurement used. feet El feet ❑ feet ❑ feet feet ® feet feet ❑ feet 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 ® Check here if attachments. licensed land surveyor? El Yes ❑ No Certifiers Name WALDO F. PAEZ License Number 3284 Title SURVEYOR pany Name DELTA MAPPING AND SURVEYING, INC. Address i T1 u 140 City MIAMI State FL ZIP Code 33186 Sig Date 05- 7- 13REV. Telephone 786 -429 -1024 ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters FEMA Form 086 -0 -33 (7/12) See reverse side for continuation. Replaces all previous editions. LLLYA 1 11‘0111 'SLIM 1 It Iv II1 L., FOU O IMPORTANT: In these spaces, copy the corresponding information from Section k Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9259 No. Bayshore Drive City Miami Shores State FL ZIP Code 33138 FdR INSURANCE COMP.... Policy Number ompany 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. Commen N._ C2.e) denotes Elevatio' of Air C denser Slab. titude and Longit •e obtain b Googie Earth t wn +3.82' Sign Date 5- 07- 13Rev. 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 ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ 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 ❑ 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 —G10. In Puerto Rico only, enter meters. G1. ❑ 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 —G10) 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: G9. BFE or (in Zone AO) depth of flooding at the building site: GI0. Community's design flood elevation: ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here if attachments. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. April 18, 2013 Village of Miami Shores Attn: Building Department 10050 NE 2 Avenue Miami Shores Village, FL 33138 RE: Closing Expired Permits — 9259 N. Bayshore Drive To Whom it May Concern, This letter shall confirm that to the best of my knowledge all of the previously opened permits from 2007, 2008, and 2009 that had expired or been applied for and never pulled were for work properly completed under the permits pulled to complete work on my house in 2013. Therefore, please close out all of the old permits never properly closed out at your earliest convenience. Below you will find a list of tlje permits in question: fiDEMO — 9 -09 -1488 DEMO —11 -07 -2338 EL -11 -07 -2415 RC -6 -08 -1174 If you have or my Si y questions or comments regarding this matter, feel free to contact me at (786) 295 -2599, Contra 'br Edwige Clark at (786) 288 -1198. rv- avid P anic Prop -' Owner r A,\AV) .,c,j0019 BUILDING PERMIT APPLICATION 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 20 t0 Permit No. Master Permit No. 12— cri Permit Type: BUILDING ROOFING JOB ADDRESS: CVaS c4 c•J City: Miami Shores County: Miami Dade Zip: ?D3` 1 F Folio/Parcel #: k‘ - 3305 - - ) - 0'580 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): The . &t).' -..r.;ri,,c__ Phone #: --nt.,- 2c= • 'DZSciae Address: 4S ,i t.� • ---2. r,.,, tit ' i..e City: rvi, n - - State: V- L Zip: 13'1 Tenant/Lessee Name: Phone#: Email: 7,--)c*e.A € Qssc1n ,06,= i rrCs4 V3.3 • C`. e.r® CONTRACTOR: Company Name: a eot - cm r-..._ (; ? Phone#: '711$ to • QIN • 44 66 Address: yiS 5 d�ca `qa -)%• -' City: �,..ews State: -CC Zip 33-4) 4 Qualifier Name: 44,-, r—, < C ff 0Id. Phone#: State Certification or Registration #: (--GL 115 9 S 1 li Certificate of Competency #: Contact Phone#: 7g e- Z8— ! I ? f/Email Address: e6, car 4 . c'- DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ CD Square/Linear Footage of Work: Type of Work: UAddition °•Alteration New ORepair/Replace Description of Work: Eat 5e' ,149 tP L e-f p PAP A --, a,)'// A _ODemttlitiori* Color thru tile: ***************************************Fee x��:x��x **** ** �x *�x�x�x *�n�x ** *** * * *** * ***.y:. :. 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 $I L V `✓�-' 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 cotzdi o to the iss - nce of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a '' opy of the notic ° of commencement and construction lien law brochure will be delivered to the person whose property is subject t atta hment. A a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection is • ccurs se (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be and a r , ection fee will be charged. or Agent The foregoing instrument was acknowledged before me this 9 day of 42Add , 20 "ar , by '2041 d 4 • ® ei.77se who is personall ( own o me or who has produced '>+✓'/ tt77 '" As identific NOTARY PUBLIC: Sign: 2. aoaildet Signature The foreg day of who is My Commission Expires: /17r/eh /y ZD /f Contra or ing instrument was acknowledged before me this 20 i� by me or who has produced as identification and who did take an oh. NOTARY PUBLIC: Sign: Print: My Commission Expires: \ \ \‘■�1Nt1 @Dl s��i /i � Pf -- 04 s /?ors yp e Jgs O x*'fs rlo a\ x* * * *xx****xx**** *x****** ** x* xax**** ** ***xxxxxxxax * ** * *x ****xxx * ** ***** * *xxx****x *** 4i,1iiniin\ '7 //J Plans Examiner Zoning APPROVED BY Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(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 - 191046 Permit Number: RC -3 -12 -4447 Scheduled Inspection Date: May 09, 2013 Inspector: Rodriguez, Jorge Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: DENMAR CONSTRUCTION GROUP Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132050270580 Phone: (954)372 -6623 Building Department Comments INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 08, 2013 For Inspections please call: (305)762 -4949 Page 20 of 28 Manuel E. Siques 8331 SW 12th Terrace Miami, FL 33144 305 586 4776 msiques'bellsouth -net February 4, 2013 Village of Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Re: Puyanic Residence 9358 N Bayshore Drive Miami Shores, FL Re: Partition detail at Master Bedroom referred to in Section 3ts -3 and Detail A/S-2 Sir: This letter is to inform that 1 inspected restriction 2"x4" new partition above referenced, including attachment to concrete slab, CBS wall and wood roof structure, installation of studs, plates tops and bottom, connectors, plywood and drywall. All work was done according to drawings and in compliance with Code. If I can be of further assistance, please do not hesitate to contact me. Manuel E. Siques Professional Engineer #20233 Civil - Structural • Rick Scott Governor a— 0,R-1 ■e —991 John H. Armstrong, MD, FACS State Surgeon General December 31, 2012 David Puyanic 30 W Mashta Drive Key Biscayne, FL 33149 RE: Contingency Letter Application Document No:AP1091597 Centrax Permit Number: 13- SC- 1445234 OSTDS Number: 9259 N bayshore Dr Miami, FL 33138 Lot:5 Block:4 Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 12/14/2012 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use (driveway construction). If you have any questions on this matter, please call our office at (305) 623 -3500. Enclosures cc: Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500 . Fax: (305) 623 -3645 . http: / /www.MyFloridaEH.com Miami Shores Vivage Building Department RECEIPT PERMIT #: 12 411 DATE: I, 1L--/74 CGS.7,4" `f Contractor o Owner a Arc 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 dureLf 9° (,uiWdo Pic d up 2 sets of plans and (ot Address: C/12.F' (T\ • 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: 1ev RESUBMITTED DATE: ; 5 / 3 ') PERMIT CLERK INITIAL: WIYLiag)a 1 fri • Manuel E. Siques 8331 SW 12th Terrace Miami, FL 33144 305 586 4776 msiques kbellsouth.net March 31, 2013 Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Attn: Building Department Re: Renovation of Puyanic Residence at 9258 N Bayshore Drive Miami Shores, FL Subject: Minor details at entrance door structure Drawing S -1 gc-ik - Ly--4- 1. Section E — Hanger USP 410 2. Section D- Hanger to NVSO 3. Overhang 12" at front exterior wall to fascia 2 "x10 "x4' anchored to sister w /16d staggered @ 5 "c/c 4. 4 "x10" beam strapped to conc. w /NUVUE NVR -30 & tap cons to conc. min. 6 5. At Section A — rear ledgers of C channel was removed — no access to install and hanger changed to USP 410 6. Section B strap NVRT -30 on exterior wall for 4 "x10" member 7. Existing beams no blocking done in drywall inside area e changes do not change the structural integrity of framing. Ma el E. Siques, P.E. #20233 Ci Structural Consulting Engineer 8Y10UCTUItAL NOT88 AooNa4 6! 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Ppon Ma+uAl. 2236 9440 W 0246474 es•CD63A.1406 043. beat Me16 44451014.010 9TAmp9mp NI314960 Lt40DOT 4IMPION WOW OW 0ABi8W SECTION WALE. r • r-m' (4246'8 LA0 19111,130330104 •P EMI? 60*1 TO ROMAN • VOW .636 a0064.TWpa6 Oh UM Wilt! 01490 AT WCrc roe. WOO • 24'OA 074*70 4W, bi Ctl0• IOUEINOW-Bl0i.e ELEV/BQCTICV r,ETAIL SECTION REVISIONS BY WOO OB09 N9W 4430 Lwe...:.WP0(N WOO !OW �T.L0O tY9. AT BMI SECTION A SCALE. 114' • I'-0• 10300 •300 841"4404. I• • P.O. een4a M• • r-m' L /11 •LAN MEW DETAIL SCALE, b' • Il•0' 32011 DBMS Wtlt•1.122 1Lai i0d 640 INTERIOR iT.2 4 LWGe t✓� c6t TO fR� SECTION WAX, 11 . 11-04 — GQia�Ie 18 or. a SECTION A0.61 A. t• • r •0' INTERIOR SECTION Anal p. I• 1'-0• MAPgt.WTOaLL SECTION WALE I. • r -0• MAWS eft Tet 06020 AS NO= PARTIAL ROOF PROPOSED PLAN s0� Baas. V4• • 1•-0' • BU ING PERMIT APPLICATION 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 Type: BUILDING JOB ADDRESS: 9259 N. Bayshore Drive FBiC 201.0 City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO X Zip: 33351 Flood Zone OWNER: Name (Fee Simple Titleholder): 4JG v c.61 t V yci /1 /' C. Phone#: 3U S • 3 G 5 ® 2 o 0 Address: 3o i.'. Marti# . be„ ( 7-4 ,GC, City: k.f y %3' C.),17 't State: % L Zip: 11 t 'i 4' Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Denmar Construction Group Address: 3180 NW 97TH Way Phone #: 954-372 -6623 City: Sunrise State: Fl Qualifier Name: Edwige Clark State Certification or Registration #: CGC1519531 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: zip 33351 Phone#: 78ii -288 -1198 Vale, G/uc! -r d i'4 (j ri $ /44 / C v✓h v ! 4,i'v -c S v 6 s /6.14'G J Value of Work for this Permit: $ 11 0 0 Square/Linear Footage of Work: 7^� p-'ov�.� -.�.. Type of Work: Addition UAlteration New ❑Repair/Replace ❑Demolition weeA Description of Work: Window Replacement. Color thru tile: *********************************** �g************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO/CC $ Bond '$ 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 t4 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 AFFIDAVIT: I bertify 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, CO SULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO NOTICE OF COMMENCEMENT." Notice to Applicant: As a condi /to the issuan. '; of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a ei, %y if the notice ' commencement and construction lien law brochure will be delivered to the person whose property is subject to , went. Also, certified copy of the recorded notice of commencement must be posted at the job site for the first inspection wh'hI o a urs seven days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap + -, oveh' ' nd a rein) tion fee will be charged. The foregoing ins day of who is personall it4t wner or (gent ent was acknowledged before me this // 20 /3 , by'*-24uid/ ®amid me or who has produced NIA As identifi NOTARY PUBLIC: Sign: Contractor Jr The forego' g instrument was acknowledged before me this "te , day of , 2013 , by 'D't J 1 (C t who is personally known to me or who has produced - C) as identification and who did talAm i o rio/ `‘‘‘ SS -'st1S l /j,�i DENO M. LARUS A MY COMM= # EE 076445 EXPIRES: March 17, 2015 Ar i - r Bonded Thru Nattay Public Underwriters t: calm At /77 . (i14 Sef4 My Commission Expires: nyall'e/i %y/ Zoir APPROVED BY NOTARY PUBLIC: Sign: Print: My Commission Expires: ** * ** * * ** **:>,***+r *** * **** :************+ i< x, ***+ x* *+ r x* ***** *: i, ****** ******* *******x,**,x,z** 6-7 Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk r DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATOR- AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE {NOA CGI Windows & Doors 10100 NW 25th Street Miami, FL 33172 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 "110 Sentinel" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10 -03, titled "Series 110 Sentinel Alum S.H. Wdw. (S.M.I.) (L.M.I.) ", sheets 1 through 9 of 9, dated 02/02/10, with revision A, dated 08/13/10, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., beat=ing 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- 0510.11 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 Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 P(786) 315 -2599 www.minmidade.sov /peral MIAMI. APPROVED +se isw. ovra s *otar2 REVIEW :=toidhted; Rev a and li 915th Li Not ?es -I„l, €/ Rat # at t`•■ls rtr vriss, tz ; icior.7 ._I d.Vitl s :c:;r::;;_t >u1 t ^1rja. L'a a hmfi fatted+ vw3u9 infOriTiarifrl kt reebzr,S plans orttiVar rrt r i + ?tr:('.i i?11dC' =�.? ", adit, i^.iscided to be rt ve ilicatio i et Ippirt trc9!erial roquireit v the ? iM"R: ;.q rc$ x' :;' c ' ii:° realm"; %e Sit not relieve the Wi'171r3Ciaa OttiA the rrporP;ii? Cry- rot (tares id ties 40-P, rie t-6 it2 o conditions, construction rnaarx zu 1 rretlt;;iis, cm :46r. rr:rk r.,ttiie trades, r;l :my et;t f teohlramenoil 7t the Glans. spactildaitsits or contract. 'Say nulattitit9 it @; 'i`ti P:'ryrdo tii:d''niRU ed. rie by 37:iii E. Reardon, loc. tkOl not trn calr rued io aelttertcu a4??Itt oat Review of de tvt rs-dlculle!fros and rim-.- eirr,;c di-s 'r :4d tity EnOneh s is Iiroiied to (la-4n intact teat tN)rw7 not constitute a delaiierl chdrA al calculations, ', r hoes it relieve 'hi Specialty Frn)Irvers Ircm the reap,inxibilih al the detaltti7p tar: specialty component or system. Wt E Retargor4 Irle„ BY Prefect N m9kx Flo. Date NOA No. 11- 1115.08 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 Page 1 JA \I 18 2013 i - CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10 -03, titled "Series 110 Sentinel Alum S.H. Wdw (S.M.I.) (L.M.I.) ", sheets 1 through 9 of 9, dated 02/02/10, with revision A, dated 08/13/10, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, 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 along with marked —up drawings and installation diagram of series "Sentinel" single hung windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. IITL- 0080 - 0101 -10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA# 10- 0510.11) CALCULATIONS 1. ` Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC -2010, prepared by Al— Farooq Corporation, dated 04/26/10 and updated on 11/04/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURA NCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. E -1 Manuel ' - .E. Product Contr Exa a finer NOA No. r 31.06 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -20.07 and FBC -2010 and of no financial interest dated 10/04/11, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL - 0080 -- 0101 -1Q, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10 — 0510.14) Proposal No. 09 -0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under previous NOA No.10 - 0510.11) G. OTHERS 1. Notice of Acceptance No. 10- 0510.11, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 110" Aluminum Single Hung Window -- L.M.I. approved on 09/22/10 and expiring on 09/22/15. E -2 ,y-)lz.(::t4/Uete Oric:;) Manuel Per .E. Product Control a iner NOA No. 11- 15.08 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 (sheet 1 of 9 ) • 6" MAX HEAD /SILL CORNERS 53 1/8" FLANGE WIDTH 47 7/16" D.L.O. (FIX. LITE) 20 9/16" ** MAX. 1 1 HEAD /SILL (Dil 11 II 11 11 11 0 1'I1 l /-z- - u u 11 11 11 11 If 11 it 11 11 11 11 11 II 11 /, II II _x,./_/__ II - IT__ " -- n /l u u , u II II ® II 11 0 11 1 11 // II ../ # -- II C I OII /. 11 II II _ u II 11 11 . 1 , FALSE MUNTINS (SURFACE APPLIED) OPTIONAL FLANGE & FLANGE ADAPTOR FRAME 5 1/2" MAX. HEAD /SILL CORNERS SERIES 110 SENTINEL ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI —DADE COUNTY APPROVED WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8.4. 1 52 1/8" BUCK WIDTH 47 7/18" D.L.O. (FIX. ; ME) 20 9/18` ** MAX. Al HEAD /SILL 7 :i 11 : 1 0 /. I 11 II // II 11 •/ f 11 4 -- II it 1 u 1 47 7/15` D.L.O. (VENT) 50 1/4" VENT WI6TH EQUAL LEG: FRAME FALSE MUNTINS (SURFACE APPLIED) OPTIONAL * ADDMONAL ANCHORS ARE REQUIRED WHEN THE DESIGN PFfSSURE IS GREATER THAN > 75 tPSF ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 2019/16» � o a 0 TYPICAL ELEVATION Engr. JA AD IWMAD f ML PROI)UCTREVISED RA.' PE 70592 as complying with the Florida CAN., ,' Building Code Acge4+tal4os No halloo Date 47 7/16" D.L.O. (VENT) 50 1/4" VENT WIDTH FIN FRAME 5 mE N LAMINATED GLASS INSULATING LAM. GLASS SMALL MISSILE IMPACT LARGE MISSILE IMPACT • $ ga O °a reo IL O � 'ts ooctal 0 LL Z E g 6 0 a. d 0 I3 0 0 n U m v .o 0 tn v V 0 h s4 c • 53 1 3 drawing no. W1 0-03 1 6 6 6 1 " " (Dil 11 II 11 11 11 0 1'I1 l /-z- - u u 11 11 11 11 If " " o o 0 11 1 II /1 11 11 11 it ,. 1� 11 I 11 1 ii 1 • o 0 Engr. JA AD IWMAD f ML PROI)UCTREVISED RA.' PE 70592 as complying with the Florida CAN., ,' Building Code Acge4+tal4os No halloo Date 47 7/16" D.L.O. (VENT) 50 1/4" VENT WIDTH FIN FRAME 5 mE N LAMINATED GLASS INSULATING LAM. GLASS SMALL MISSILE IMPACT LARGE MISSILE IMPACT • $ ga O °a reo IL O � 'ts ooctal 0 LL Z E g 6 0 a. d 0 I3 0 0 n U m v .o 0 tn v V 0 h s4 c • 53 1 3 drawing no. W1 0-03 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. DUCK DIMS. GLASS TYPES 'A'tc'AI' GLASS TYPES '8'4'81' WIDTH HEIGHT WIDTH HEIGHT EXT.( +) IMT.( -) EXL( +) 1NT.( -) 19 -1/8° 1NT.( -) 16 -1/8" 76" 75.0 75.0 80.0 85.0 26 -1/2" 80.0 25 -1/2" 49" 75.0 75.0 80.0 85.0 37" 28" 38" 25" 75.0 75.0 80.0 85.0 49" , 75.0 48" 80.0 75.0 75.0 80.0 85.0 53 -1/8° 85.0 52 -1/8" 75.0 75.0 75.0 80.0 85.0 19 -1 /8" 75.0 18 -1/8" 85.0 75.0 75.0 80.0 85.0 26 -1/2" 25 -1/2" 75.0 75.0 80.0 85.0 37" 38 -3/8" 38" 37 -3/8" 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53 -1/8" 52 -1/8" 75.0 75A 80.0 85.0 19 -1/8" 18 -1/8" 75.0 75.0 80.0 85.0 28 -1/2" 25 -1/2' 78.0 75.0 80.0 85.0 37" 50 -5/8" 38" 49 -5/8" 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53 -1/8" 52 -1/8° 75.0 75.0 80.0 85.0 19 -1/8" 18 -1/8" 75.0 78.0 80.0 85.0 25 -1/2" 25 -1/2° 75.0 75.0 80.0 85.0 37" 63" 36" 82" 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53 -1/8" 52 -1/8" 75.0 75.0 80.0 85.0 19 -1/8" 18 -1/8" 75.0 75.0 80.0 85.0 28 -1/2" 25 -1/2" 75.0 75.0 80.0 85.0 37" 76" 38" 75" 75.0 75.0 80.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53 -1/e" 52 -1/8" 75.0 75.0 80.0 85.0 19 -1/8" 18 -1/8" 75.0 75.0 80.0 85.0 26 -1/2" 25 -1/2° 75.0 75.0 80.0 85.0 37" 85" 38" 64" 75.0 75.0 80.0 85.0 48 -1/2" 45 -1/2" 75.0 75.0 80.0 85.0 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. MAB.TOP LITE (SASS TYPES ' / "&'A1' GLASS TYPES '8'4'81' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.( +) 1NT.( -) EnQ.(+) 1NT.( -) 53 -1/8" 76" 52 -1/8" 75" 36 -1/4" 75.0 75.0 80.0 85.0 49" 79" 48" 78" 39 -1/4" 75.0 75.0 80.0 85.0 28 -1/2" 31" 33" 37" 43" 85" 25 -1/2" . 30" 32° 36" 42" 84" 70 -5/8" , 75.0 75.0 80.0 85.0 53 -5/8" 75.0 - 75.0 80.0 85.0 80" 75.0 75.0 80.0 85.0 53 -1/2° 75.0 75.0 80.0 85.0 45 -1/4" 75.0 75.0 80.0 85.0 t UNEQUAL LITES (ORIEL TYPE) FLANGE FRAME FLANGE DIMS 4 OW NM`s 05 EQUAL LEG FRAME Engr • 1AVA0: CIVIL FU4. PE # 70592 1. • CAi�J 538.•.1 • PRODUCT REVISED ss complying with the FlorMin, 13hilding Code A404t080e No - P EwiradonDate 20 8 15 O1 0 O S � O Y t2 O�; V g 0 ade Produet drawing no. W10-03 (sheet 2 of 9 (sheet 3 of g ) 1/8" ANN. GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" PVB INTERLAYER SAFLEX MG BY 'SOLUTIA' OR .090" SGP INTERLAYER BY 'DUPONT' 1/8" ANN. GLASS 0 NM P1 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'A' 5/18" OVERALL LAM. GLASS (L.M.I Sc S.M.I.) 1/8° HEAT. STREN'D GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' OR .090" SGP INTERLAYER BY 'DUPONT' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'Ti. 5/18° OVERALL LAM. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS 1/8" ANN. GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" PVB INTERLAYER SAFLEX I1I0 BY 'SOLUTIA' OR .090" SGP INTERLAYER BY DUPONT' ' 1/8" ANN. GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'A.1' 0.70" OVERALL INSUL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS (L.M.I ONLY) z 7 (V 1/8° HEAT STREN'D GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLJTIA' OR .090° PVB INTERLAYER SAFLEX 1110 BY 'SOLUTIA' OR .090" SGP INTERIAYER BY 'DUPONT' 1/8° HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 0 GLASS TYPE `111' 0.70" OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'A1' & `B1' MUST BE TEMPERED. --" igi: JAM) MMAD • CIVIL FLA PE• /,70 ?_ 1$; PRODUCT REVISED as complying with the Florida Bniildmg Code Acceptance No - 5 1 Expiration Data r 4. x0liP BY .,: Product l 0 a 0 z Ol 2 Jot Ow g P NM 6 rZ z 5 O 05 0.— p O 5 Qx� 'O drawing no. W10 -03 1BY WOOD BUCK e . a v •d t • • 4. 8• • d.. 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 • ••.4e O H g 0 0 SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL g `vr 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING N METAL STRUCTURE TYPICAL ANCHORS [SEE ELEV. FOR SPACING FLANGE Sc FLANGE ADAPTOR FRAME \ \ TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2% ". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING r MIAMI —DADE COUNTY APPROVED I MULLION & MULLION ANCHORS 1 I SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGl WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu =120 KSt, Fy=92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'o = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr: JAW Aft; FLA,'PE 70592 • Ott PRODL ICT REVISED as complying with the Florida Building Code AcFepti rifle No Expiration Date Dade Product Q E. ct D. 2 0, a u. 0 Va QCp treiwg O Et et u•z�� a 0 a U tri to d ) 0 m a 0 .n pN 1 0 ) 3 drawing no. W10 -03 sheet 4 of 9 1/4" MAX. SHIM TYPICAL ANCHORS SPACING ��' BUCK WIDTH SEE ELEV. FOR 4P, �t�, �tl li ' STRUCTURE 1/4" MAX. SHIMS Q FLANGE & FLANGE ADAPTOR FRAME .1 BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS BUCK WIDTH 1 E4Y. WOOD BUCKS MIAMI —DADS COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING • TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD B K R WOOD STRU FLANGE ADAPTOR FRAME _______________A_ 0 INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. Ecgr CML tAIMAD. PRODUCT REVISED as eamplyiog with the Florida FLA. Pg It 7092 aEadlding Code s !cA.y• '04a Acceptance No :: rati.n Dale .fX/.C/ '101. .,,r:. 4 ltIVI o Product Con z Fw O' 0 g a �o IL of C? o giq ooltiE re Ll.za� a 0 a U 1 drawing no. W10 -03 (sheet 5 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYI?tCAL• ANCHORS SEE ELEV. FOR SPACING tn TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS BUCK WIDTH - E3 O EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL :STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2% ". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. 'TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH EQUAL LEG FRAME 1 MIAMI —DADE COUNTY APPROVED I MUWON & MULLION ANCHORS I SEE SEPARATE NOA L1 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH 1 � oTick Wit. #14 X1" FH. SMS. .4 Enor::>ATAD AHMAD CIVIL FIJS- PE' 70592 L"IAN. TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Bitildfag Cods Acceptanoo No don, Date 15 Product emu M 0 0 4 0, FAX. (305) 593 -8592 c ,4 n v s 0 drawing no. W10 =03 (sheet 6 of 9 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI 0 HOUSE WRAP NOT BY COI 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 08 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/4" MIN. PENETRATION INTO WOOD BUCK HEIGHT GAP 1/2" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING O EXTERIOR D.L OPG. FIN FRAME RRODUCP REVISED complying with the Florida Building Code Adeeptanee No Expiration Date rs O r � td aE cc • o � O • r 1- o � W pa'ao • 1;3 re 0 J Q to d f 0 0� to otn N o z 0 FAX. (305) 593 -6592 0 y 0 Q a• d 0 •0 0 0 8 0 O 0 (stole: 1/2` a r drawing no. W10 -03 (sheet 7 of 9 ) ITEM P PART # Q QUANTITY D DESCRIPTION M MATERIAL M MANF. /SUPPLIER/REMARKS E1 C CGI -100 1 1 F FRAME HEAD 6 6063 -T6 - - E2 0 001 -101 1 1 F FRAME SILL 6 6063 -T6 - - E3 0 001 -102 2 2 F FRAME JAMB 6 6063 -T6 - - E4 C CMI-103 1 1 M MEETING RAIL 6 6063 -T6 - - ES C CM-104 1 1 L LOCK RAIL 6 6063 -T6 - - E6 QM-105 1 1, .. H HANDLE. RAIL 6 6063 -T6 ^ ^. E7 Q QM-106 2 2 S SASH RAIL 6 6063-T6 - - EB C CGI -107 A AS REQD. 5 5/16" GLAZING BEAD 6 6063 -T5 - - E9 C CGI -108 A AS REQD. 0 0.700° GLAZING BEAD 6 6063 -T5 - - El0 C CM-109 A AS REQD. F FRONT FLANGE ADAPTOR 6 6083 -T8 - - El1 C CM-110 A AS READ. N NAIL FIN ADAPTOR 6 6083 -T5 - - E12 ( (GI -135 1 1 F FLANGE FRAME HEAD 6 6063 -76 - - E13 0 001 -136 2 2 F FLANGE FRAME JAMB 6 6063 -48 - - E14 0 001 -137 1 1 F FLANGE FRAME SILL 8 8083 -76 - - E17 C CM-405 O OPTIONAL S SCREEN FRAME 6 6063 -T5 - - M1 0 0M-382V A AS READ. G GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) P PVC - - M2 C C01 -111 O OPTIONAL S SCREW COVER P PVC P PROTOTYPE OR EQUIV. M3 0 0G1 -112 A AS READ. E EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS P PVC - - M9 S SUPER BOOST 2 2/ WDW. S SPIRAL BALANCE - - B BSi OR EQUIV. M10 - - 2 2/ WOW. B BLOCK/TACKLE BALANCE - - B BSI OR EQUIV. M11 W W23201NG A AS REQD. P PILE WITH CENTER RN W WOOL U ULTRAFAB OR EQUIV. M12 C C01 -129 1 1/ WDW. E EGRESS LOCK A ALUM. S SULLIVAN M13 C CM-131 2 2/ WDW. H HANDLE RAIL END CAP N NYLON M M&M M14 E E26018WN - - 0 0 BULB -T SLOT P PVC U ULTRAFAS OR EQUIV. M15 C CGI -133 4 4/ WDW. S SASH GUIDE(SPIRAL BALANCE) N NYLON M M&M M16 C CM-130 2 2/ WDW. S SASH TOP GUIDE(SPIRAL BALANCE) N NYLON M M &M M17 A A30730401 -32 1 1/ WDW. C CAM LACK Z ZINC T TRUTH OR EQUIV. M18 C CM-132 2 2/ WOW. S SASH STOP. 2" LONG P PVC P PROTOTYPE OR EQUIV. M20 C CM-125 2 2/ WDW. S SASH CAM (B/T BAANCE) N NYLON M M&M M21 - - 2 2/ WDW. B B/T BALANCE TAKE OUT CUP - - B BSI OR EQUIV. M22 1 146 -8 2 2/ WDW. W WEEP COVER N NYLON A AMESBURY OR EQUAL M23 C CM-134 - - S SILL SPACER P PVC P PROTOTYPE OR EQUIV. S2 - - 2 2 OR 3 /CORNER # # 10 X 1 1/4" LO. PHL. PH. SMS. ST /ST. ASSEMBLY SCREW - - - - S4 - - 4 4/ WDW. f fi 8 X 1/2" PH. SMS. ST /ST BALANCE BRACKET SCREW - - - - S5 - - 2 2/ WDW. # # 8 X 1" LG. FH. SMS. ST /ST. SPIRAL & ASSEMBLY - - - - S6 - - 2 2/ LACK # # 6 X 1/2" LG. FH. SUS. 0 C0I -133 At CAN LOCK - - - - CML F � CZN `3558597 PRODUCT REVISED en complying with the Floritln Building Code Acceptance No Wien Date adeProduct 15 0 a. .-. 2 tN 0 0 V a 0 • 0 r4 5 .ii drowing no. W10 -03 (shoot 8 of 9 ) .065 FRAME FRAME / `. TOP BOTTOM � ►�I ■ C CORNER 1 CORNER )10 1100 �4�. 1 11: www II Las r: pil fl I el w VENT TOP VENT BOTTOM CORNER ' 1 CORNER ,, �l4v\ I COMP— ANL \W10- 03CGI1 2.505 .811 2.505 811 1.745 1.550 1 L 1.680 ENGINEERS Si PRODUCT DEVELOPMENT 123E S_W_F7 QVF 745 . 1245 .745 .065 065 7YP. HEAD ;1iDLTER ® FLANGE FRAME E1 FLUSH FRAME HEAD -0--- 1.583- --� 1.583 1.007 3.675 065 TYF. � 3.175 745 2.113 l� 1.01b 085 'PM. 3.175 1368 .TM 55 1.426 1 n 1.429 c ) :SERIES 110 SENTINEL ALUM S.H. WDW.(S.M.I) (LM.I.) 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593 -6590 FAX. (305) 593 -6592 E4 MEETING 1.220 RAIL 1.000 .500 � .500 AD 2.505 * 2.505 O FLUSH FRAME SILL 1.220 FLANGE FRAME SILL 1.043 E2 1.78$ .500 1.301 1.301 2.440 .085 �� 06b 2.440 085' �• /f�� 0 1.015 LOCK RAIL i.ot5 1.015 2.195 .745 .745 -. C � ea03 description MO c w GE THE SHEET • 2.846 ® FLANGE FRAME JAMB 2.346 E3 FLUSH FRAME JAMB 1.043 1.892 1 .490 .120 .o 7�- 0 5/16" GLAZING .864 050 TtP. BEAD 7y 050 TYP. E6 1.015 HAND RAIL o O .700" .864 GLAZING BEAD m o Vca 1.395 745 ^ o I g ti 9 T' .- n 1" K �, ,� " 1.395 180 1.449 1 j 293 ti 'iV FLANGE 1.450 180 Engrd JAY/0 'AliMAO' FlA FE CIVIL 592 7p CJ`N #388 {i?iLilding'CtMe + �' �1� PRODUCT REVLSl� as complying with the Florida tioceptanoe No �" I it raliottiiste "1[:L4f %1 f /�1. , , . , t i :�„• �: �,. wl,n1. 1.025 .065 1.015 050- ADAPTOR .060 19 SCREW 1.413 COVER .050 -1-- .065 0 FLUSH FRAME COVER drawing no. W1 0-03 0 SASH RAIL (sheet 9 of 9 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 189825 Permit Number: EL -12 -12 -2437 Scheduled Inspection Date: April 24, 2013 Inspector: Devaney, Michael Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: CONNECTIVE ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132050270580 Phone: (954)782 -7879 Building Department Comments low voltage Infractlo Passed Comments INSPECTOR COMMENTS False Passed 1,7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 23, 2013 For Inspections please call: (305)762 -4949 Page 31 of 43 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 B DING PERMIT APPLICATION Master Permit No. /7 ~ Ili 7 Permit Type: Electrical JOB ADDRESS: q Z 5'q G �� ter- 1) r/ v L City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO >C' Flood Zone: OWNER: Name (Fee Simple Titleholder): Da VIW e 701 i G Phone#: � C ° z etc - Address: q '2 S J. 5 01' t. b �i C City: /.4 faaoa a fd+e, e e State: PZ Zip: 1311 �( Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name Address: Y,01- . Fed City:l6.n-ya... atf4.,61— /� Qualifier Name: `i ` C.,,� Ree-f,c gicir State: F C ® -sue Phone#: 9 f I _ :S- L - 7'1 Zip: 3300( Phone#: 9 9i State Certification or Registration #: rE t 30 ti 31-is Certificate of Competency #: Contact Phone#: 9> t% Z c- l - Rmsi1 Address: //d"`r e lti L ;1, —e ' i +`' Coe-- DESIGNER: Architect/Engineer: // /(,� Phone: lold/ur�*oi 3, J Lve, L er E/r . • Pt4frItv�._ Value of Work for this Permit: $ " Sgnare/Linear Footage of Work: /: �, °C% Type of Work: DAddress • OAlteration Description of Work: L��.o V,vl ha, e'_ ew ORepair/Replace T. /, Pleire,kr. UDemolition Submittal Fee $ J) «L' Permit Fee $ Ara /66.- 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 Stare 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.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDTTIONERS, ETC OWNER'S AHFIDAVIT: 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 o commencement and construction lien law brochure will be delivered to the person whose property is subject to : chment. Also, % certified copy of the recorded notice of commencement must be posted at the job site for the first inspection ch •ccurs seven days after the building permit is issued. In the absence of such posted notice, the inspection will not b i' #pro and a rei ,' = ction fee will be charged. Si or Agent CO,.i %actor The foregoing instrument was acknowledged before me this Z1 The foregoing instrument was acknowledged before me this Z t day of P c ., , 20 12; by Dav i ot Ply Ni Gun i , day of G , 20 , t 1, by MI c1h a e4 Co po t1 g-r-a- wh personally known to me or who has produced who is so tally known to me who has produced as identification and who did take an oath. NOTARY PUBLIC: As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: PAS I G G g : Ind- G:�l.ran �,•�� .a��.,, J. arandiaran My Commission Expire."'ik' G(c0MM15SION #00850706 �•'e EXPIRES: JAN. 11, 2013 WWW.AARONNOTARY.com * * * ** *********** *ic *** *akNs*** ** * ** **** *** * ** *** APPROVED BY Sign: Print: tSS I Cep. tea o,1 AKA -r) .�1' ®fi�aNaH My Commission Ex pi Y ��e °m, _ _ _5071 1H � 0��0 EXPIRES: JAN. 11, 2013 4„ „..0 WWW.AARONNOTARY.com i�C� /4 Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 1 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Puyanic Residence Builder Name: Street: 9259 North Bayshore Drive Permit Office: City, State, Zip: Miami Shores , FL , Permit Number Owner: David Puyanic Jurisdiction: 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 4 5. Is this a worst case? No 6. Conditioned floor area (ft2) 3515 7. Windows(567.4 sqft.) Description Area a. U- Factor: Sgl, U =0.93 567.39 ft2 SHGC: SHGC =0.63 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 (3515.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 3515.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (2961.0 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 2961.00 ft2 b. WA R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (3515.0 sqft.) Insulation Area a. Under Attic (Unvented) R =30.0 3515.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts (combined) a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 800 ft2 12. Cooling systems (combined) a. Central Unit Cap: 96.0 kBtu/hr SEER: 15.38 13. Heating systems (combined) a. Electric Strip Heat Cap: 60.0 kBtu /hr COP: 1 14. Hot water systems a. . Propane Cap: 1 gallons EF: 0.96 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.161 Total As -Built Modified Loads: 80.95 PASS Total Baseline Loads: 96.62 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY G � � Review of the plans and E specifications covered by this�f"4� calculation indicates compliance co ' } with the Florida Energy Code. Before construction is completed.. -� this building will be inspected for compliance with Section 553.908 Florida Statutes 0 BUILDING OFFICIAL: DATE. I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT. DATE. DATE: ,/,,,,% . 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 1 of 6 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 2 of 6 PROJECT 1 Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New /Existing: Comment: Puyanic Residence Bedrooms: 4 FLAsBuilt Conditioned Area: 3515 David Puyanic Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Single - family New (From Plans) Adress Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 9259 North Bayshore Dr Miami -Dade Miami Shores , FL , CLIMATE V Design Location TMY Site IECC Design Temp Int Design Temp Heating Design Daily Temp 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 Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 215 ft 0 Slab -On -Grade Edge Insulatio 191 ft 0 2085 ft2 1430 ft2 0 0 1 0 0 1 2 ROOF # Roof Gable Type Materials Area Area Roof Solar Deck Color Absor. Tested Insul. Pitch 1 Flat Composition shingles 3527 ft2 148 ft2 Medium 0.96 No 30 4.8 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 3515 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 30 Under Attic ( Unvented) 30 2085 ft2 0.11 1430 ft2 0.11 Wood Wood 2 WALLS / \/ # Omt Adjacent To Wall Type Cavity R -Value Sheathing R -Value Area Framing Solar Fraction Absor. 1 N Exterior Concrete Block - Int Insul S Exterior Concrete Block - Int Insul E Exterior Concrete Block - Int Insul W Exterior Concrete Block - Int Insul N Exterior Concrete Block - Int Insul S Exterior Concrete Block - Int Insul 4.099999 589.5 ft2 4.099999 235.5 ft2 4.099999 405 ft2 4.099999 366 ft2 4.099999 308.25 ft2 4.099999 690 ft2 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75 2 3 4 5 6 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 2 of 6 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 3 of 6 WALLS / # Omt Cavity Sheathing Framing Adjacent To Wall Type R -Value Area R -Value Fraction Absor. Solar 7 8 E W Exterior Concrete Block - Int Insul 4.099999 162.75 ft2 0 Exterior Concrete Block - Int Insul 4.099999 204 ft2 0 0.75 0.75 DOORS VOmt Door Type Storms U -Value Area 1 2 3 4 E E W E Insulated Insulated Insulated Insulated None 0.460000 45 ft2 None 0.460000 45 ft2 None 0.460000 45 ft2 None 0.460000 45 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. / V # Omt Frame Panes Overhang 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 16 17 18 19 N N N S S E E E W W W N S S S S E W W Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Yes 0.93 0.63 N 17.47222 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 26.20833 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 25.76388 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 17.47222 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 4.722222 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 105 ft2 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 56 ft2 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 23 ft2 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 12.27777 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 8.5 ft2 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 58.58333 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 35.97222 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 78.62500 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 8.5 ft2 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 17.47222 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 5 ft2 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 49.11111 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 5.666666 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 12.04166 2 ft 8 in 1 ft 0 in HERS 2006 None None None None None None None None None None None None None None None None None None None INFILTRATION & VENTING Method SLA - Forced Ventilation - Run Time CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 3319 6.30 182.2 342.7 0 cfm 0 cfm 0 0 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 3 of 6 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 15 60 kBtu/hr 2000 cfm 0.75 sys#1 2 Central Unit Split SEER: 16 36 kBtu /hr 1200 cfm 0.75 sys#2 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 32 kBtu/hr sys#1 2 Electric Strip Heat None COP: 1 28 kBtu/hr sys#2 HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Propane 0.96 1 gal 70 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 6 400 ft2 Attic 50 ft2 Default Leakage Interior (Default) (Default) % 2 Attic 6 400 ft2 Attic 50 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermostat: Y Cooling Xi Jan X1 Feb Venting X Jan X Feb Ceiling Fans: Mar X� Apr X� May Mar X Apr X May Jun [X Jun Jul X� Jul X� Aug X Sep 7C Oct XJ Nov X Dec 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 4 of 6 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 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 5 of 6 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 9259 North Bayshore Drive Miami Shores, FL, PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls NI 106.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. 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. d/ Floors NI106.AB.1.2 Ceilings NI 106.AB.1.2 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. I/ Recessed Lighting Fixtures NI 106.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. 4-- Multi -story Houses NI 106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts NI 106.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 NI112.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 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. rf Shower heads NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems NI 110.AB 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. HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. V 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. I/ 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 6 of 6 w ' FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 1 Florida Department of Community Affairs Residential Performance Method A Project Name: Puyanic Residence Builder Name: Street: 9259 North Bayshore Drive Permit Office: City, State, Zip: Miami Shores , FL , Permit Number. Owner. David Puyanic Jurisdiction: 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 4 5. Is this a worst case? No 6. Conditioned floor area (ft2) 3515 7. Windows(567.4 sqft.) Description Area a. U- Factor: Sgl, U =0.93 567.39 ft2 SHGC: SHGC =0.63 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 (3515.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 3515.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (2961.0 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 2961.00 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (3515.0 sqft.) Insulation Area a. Under Attic (Unvented) R =30.0 3515.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts (combined) a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 800 ft2 12. Cooling systems (combined) a. Central Unit Cap: 96.0 kBtu/hr SEER: 15.38 13. Heating systems (combined) a. Electric Strip Heat Cap: 60.0 kBtu/hr COP: 1 14. Hot water systems a. Propane Cap: 1 gallons EF: 0.96 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.161 Total As -Built Modified Loads: 80.95 PASS Total Baseline Loads: 96.62 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY �/ °� j ��° Review of the plans and E specifications covered by this 3 '9,Y calculation indicates compliancey��,� ®� with the Florida Energy Code.�¢'>. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE' I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE* DATE: _, /z- 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 1 of 6 ro PROJECT Title: Puyanic Residence Bedrooms: 4 Adress Type: Street Address 4Building Type: FLAsBuilt Conditioned Area: 3515 Lot # Owner: David Puyanic Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 9259 North Bayshore Dr Permit Office: Cross Ventilation: County: Miami -Dade Jurisdiction: Whole House Fan: City, State, Zip: Miami Shores , Family Type: Single - family FL , New /Existing: New (From Plans) Comment: 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 FLOORS V# Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 215 ft 0 2085 ft2 0 0 1 2 Slab -On -Grade Edge Insulatio 191 ft 0 1430 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Flat Composition shingles 3527 ft2 148 ft2 Medium 0.96 No 30 4.8 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 3515 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 30 2085 ft2 0.11 Wood 2 Under Attic ( Unvented) 30 1430 ft2 0.11 Wood WALLS Cavity Sh R -eValue athing Framing Solar # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.099999 589.5 ft2 0 0.75 2 S Exterior Concrete Block - Int Insul 4.099999 235.5 ft2 0 0.75 3 E Exterior Concrete Block - Int Insul 4.099999 405 ft2 0 0.75 4 W Exterior Concrete Block - Int Insul 4.099999 366 ft2 0 0.75 5 N Exterior Concrete Block - Int Insul 4.099999 308.25 ft2 0 0.75 6 S Exterior Concrete Block - Int Insul 4.099999 690 ft2 0 0.75 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 2 of 6 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 3 of 6 WALLS # Omt Sheathing Framing Solar Cavity R -Value Fraction Absor. Adjacent To Wall Type R -Value Area 7 8 E W Exterior Concrete Block - Int Insul 4.099999 162.75 ft2 0 Exterior Concrete Block - Int Insul 4.099999 204 ft2 0 0.75 0.75 DOORS V# Omt Door Type Storms U -Value Area 1 2 3 4 E E W E Insulated Insulated Insulated Insulated None 0.460000 45 ft2 None 0.460000 45 ft2 None 0.460000 45 ft2 None 0.460000 45 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. / V # Omt Frame Panes Overhang 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 16 17 18 19 N N N S S E E E W W W N S S S S E W W Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Yes 0.93 0.63 N 17.47222 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 26.20833 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 25.76388 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 17.47222 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 4.722222 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 105 ft2 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 56 ft2 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 23 ft2 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 12.27777 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 8.5 ft2 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 58.58333 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 35.97222 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 78.62500 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 8.5 ft2 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 17.47222 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 5 ft2 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 49.11111 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 5.666666 2 ft 8 in 1 ft 0 in HERS 2006 Yes 0.93 0.63 N 12.04166 2 ft 8 in 1 ft 0 in HERS 2006 None None None None None None None None None None None None None None None None None None None INFILTRATION & VENTING Method SLA - Forced Ventilation - Run Time CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 3319 6.30 182.2 342.7 0 cfm 0 cfrn 0 0 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 3 of 6 1 - COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts t 1 Central Unit Split SEER: 15 60 kBtu/hr 2000 cfm 0.75 sys#1 2 Central Unit Split SEER: 16 36 kBtu/hr 1200 cfm 0.75 sys#2 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 32 kBtu /hr sys#1 2 Electric Strip Heat None COP: 1 28 kBtu/hr sys#2 HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Propane 0.96 1 gal 70 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 V/ — Supply — — Retum — Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 400 ft2 Attic 50 ft2 Default Leakage Interior (Default) (Default) % 2 Attic 6 400 ft2 Attic 50 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Cooling Heating Thermostat: Jan [X Jan Y Feb X� Feb [X] X Mar Ceiling X� Apr Fans: X� May :Tun un 'X Xi Jul X Aug Xi Sep X1 Occt t Xi Nov X1 Dec 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 4 of 6 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 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 5 of 6 • FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 9259 North Bayshore Drive Miami Shores, FL, PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Y Exterior & Adjacent Walls NI 106.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. 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. Shower heads Floors NI 106.AB.1.2 Ceilings NI 106.AB.1.2 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. 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. Recessed Lighting Fixtures NI 106.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. Separate readily accessible manual or automatic thermostat for each system. Multi -story Houses NI 106.AB.1.2 Air barrier on perimeter of floor cavity between floors. /4.0 it- 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 NI112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. L././ P�' Swimming Pools & Spas NI 112.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 NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. AV 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 NI 110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.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. 11/29/2012 4:28 PM EnergyGauge® USA - FlaRes2008 Page 6 of 6 PERMIT # Ilz.c.4 -- Lj 14 — CONTRACTOR: NO CCs4zV SUBMITTAL DATE: ADDRESS: q 2 M e �✓ j'� SHC e NAME: y ) N 1-C. / Nil eD RESUBMITAL DATES: ln 2 Y2--- PROJECT TYPE: 1 6el 6e) g%.6 , ZONING FIRE ,31�,`, VI ,,� $T: TURAL (o L212. IMPACT FEES f '1' A, '°C.79 r">1.- ,1 ' ICAL 0 HRSIDERM lc ' * NG /Ali 7 NO 0 )› , A z4.. .-1- OTIZMIEVIT 11 Miami Shores Village OCT 2 2012 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: 9259 North Bayshore Drive FBC 20 Permit No. Master Permit No. 1 2,, 4 y 7 ROOFING City: Miami Shores County: Miami Dade Folio/Parcel#: 11- 3205 - 027 -0580 Is the Building Historically Designated: Yes NO X Zip: 33138 Flood Zone: 7s6 ,2qs x591 pho.�:305- 65 -2600 OWNER: Name (Fee Simple Titleholder): David Puyanic Address: 9259 North Bayshore Drive City: Miami Shores State: FL Tenant/Lessee Name: Email: Phone#: Zip: 33138 CONTRACTOR: Company Nacre: Address: 3180 NW 97th Way City: Sunrise Qualifier Name: Edwige Clark State Certification or Registration #: Denmar Construction Group, LLC. Phone#: 954 - 372 -6623 State: Fl zip: 33351 Phone#: 786 -288 -1198 CGC1519531 Certificate of Competency #: Contact Phone #: 786-288-1198 Email Address: eclark ©denmarconstructiongroup.com DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Z 3, Z `d ' s 51 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace Description of Work: Renovation of 3,700 sgft home. 3,.70& 5'41 ❑Demolition Submittal Fee $ Scantling Fee $ Notary $ Double Fee $ Structural Review $ Color thru tile: Permit Fee $ Radon Fee $ Training/Education Fee $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ )1.73 -CO 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, son :PRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AktIJAVIT: 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 iss promise in good faith that a whose property is subjec for the first inspec inspection will not e of a building permit with an estimated value exceeding $2500, the applicant must y of the no ', ' of commencement and construction lien law brochure will be delivered to the person hment. A , a certified copy of the recorded notice of commencement must be posted at the job site occurs . ' v ' (7) days after the building permit is issued. In the absence of such posted notice, the ed and a ection fee will be charged er or Agent r►1, mg instrument was acknowledged before me this ZZ day of Ocher- , 20 /? , by 'low? AJ A, /e who issrsonally know�i to me or who has produced Aim As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this 22" day of 4.4S# , 20 2 , by edw e who is6rsonally knownIo me or who has produced ,NIA as identification and who did take an oath. NOTARY PUBLIC: * * * * **Y * * * * *** p********* **** 6****** ********* ****** R*** k******** k *******N *** k*********B k********** a akaQe ek R APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012XRevised 07 /10/07)(Revised 06/10 )(Revised 3/15/09) Zoning Clerk W 111131111111111111111111 NOTICE OF CO ENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO / 2-T17 TAX FOUO NO 8- 3 0 5-0x7-o5r) STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives Poticethat Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commenement. CFN 2012R0798803 OR Bk 28346 Pss 3744 - 3745; (2Pgs) RECORDED 11/06/2012 131125 HARVEY RUVIMp CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA Space above reserved for use of recording office 1. Legal description of property and street/address I elb d ,t4Crspitio rt al4a 414.064 as Prx 4,10 rz.sq Noeit, Liopgiure D r;v1, AA Am i t P 2. Description of Improvement 149)14,1°,1.A 3. Owner(s) name and address: 1 ) v;ci A. on.o.pc • 30 ac.,/. it; rits4r, 1100.dir8). 4441,1 • - gt.150 interest in property: - Slot? ch.eAg..4. Name and address of fee simple titleholder: av 4. Contractor's name, address and phone number: ficAnivivat COAcirtie,./ik;" nie., , Ai. ie./ 07 441 vvat), Slifn.ri`c.4. p, g 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number- Ai/4dt Amount of bond $ 6. Lender's' name and address: IV/4 7. Persons within the State of Florkla designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designat•s the following person(s) to receive a copy of the Lienor's NiatiCe as provided in Section 713.13(1)(b), Florida Statutes. Name, addness and phone number: A And sr-cyr.e C As odor e A eali y 1114 30 wee,4 it% e .414 bill, IC .1 t,i'd1 . 0°•1 Av./ Jilfec C4J.A.0 144 31 ', (log / tp - Coo X 17 9. Expiration date of this Notice of Commencefnent: (the 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 COMMENCEMENTARE 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 IbITEND TO O1IN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR WpTIC OF CO CEMENT. Signature(s) of Authorized Officer/Director/Partner/Manager Prepared By Prepared By Yo*e, r. Print Name 44, Print Name -ntwogice 04,44er Title/Office - STATE OF FLORIDA COUNTY OF MIAMI-DADE NJ The .W.kgoirp,inrurnerrt. was acknowledged before me this •2 day of ue.144er. 24 12 By e-fa9,4 Individually, or U as for %Personally known, or U produced the following type of identificat : Signature of Notary Public: Print Name: ' ).t 'Or 40got,14. (SEAL) At -419 E;. ii 0 k - ; ...13:1 T . E Altil y . _.." Under penalties of • - u, , I declare , ., I have read the foregoing and . that the facts st: -d I are truei e best of my knowledge and belief. / SIgnature(s) .f 04..er(s) or r(sYs Authorized Officer/Director/Partner/Manager who signed above: e By --/ ,__ _ -- By 1210142 PAGE /3/10 ''' it .DENNIS WI. IARUSSA • 075445 ,2015 W16111111111 Writaritalffiantiersibis •i■ 0■101.1' : ra.1— OR IL k. 28346 ' PG 3745 LAST PAGE Exhibit "A" BAY LURE PB 44 -63 LOT 5 BLK 4 LOT SIZE 83.000 X 167 OR 16257 -1016 02941 COC 25218 -1112 12 20061 OR 25218 -1112 1206 00 STATE OF FLOR; D, r COF ?QTY OF D. tea° I HEREBY CERTIFYd CERTIFY afiU'e i a ti ?x'''s ':a Q y� , /� on I) V C ��. RJ A. am' WITNESS my 8Frj 0■° F�t1RVE LE K .��i � : W of rr P:4-u By D.C. ACCORD na C I TE .n Bi U - ° E 97th Wary AO €9 • 1111111111111111111111 11111111111111111111111 niVILLCA11 TRI Ca :Mt CUIRIOR TGSF 443fl WESTON RD DAVIE FL 33331 THIS INSTRUMENT PREPARED BY AND RETURN TO: Title Guaranty of South Florida Inc. 4430 Weston Road (954-389-9483) Davie, FL. 33331 Property Appraisers Parcel Identification (Folio) Numbers: 1132050270580 CFM 2012RC1093678 DR 8k 27994 Ns 2378 - 23791 12p9sb RECORDED 02/10/2012 13:37:42 DEED DDC TAX 3,010.00 HARVEY RUVIN7 CLERK OF COURT MIAMI -DAVE CDUNTY7 FLORIDA Space Above This Line For Recording Data THIS WARRANTY DEED, made the a0 day of January, 2012 by RAMIRO DEL AMO, A SINGLE MAN , whose post office address is P.O. BOX 402524, MIAMI BEACH, FL 33140 herein called the grantor, to DAVID PUYANIC, a single man, whose post office address is 9259 NORTH BAYSHORE DRIVE, MIAMI SHORES, FL 33138, hereinafter called the Grantee: (Wherever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) W 1 T N E S S E T H: That the grantor, for and in consideration of the sun of TEN AND 00/100'S ($10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee all that certain land situate in MIAMI-DADE County, State of Florida, viz.: Lot 5, Block 4, BAY LURE, according to the plat thereof as recorded in Plat Book 44, Page(s) 63, Public Records of Miami -Dade County, Florida. Subject to easements, restrictions and reservations of record, but not to impose same and taxes for the year 2012 and thereafter. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2011. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. File No: TG11 -919 Book27994 /Page2378 CFN #20120098678 Page 1 of 2 0EPA2TMENT OF HOMELAND SECURI Federal Emergency Management Agency National Floor Lisurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name DAVID ALEXANDER PUYANIC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9259 NORTH BAYSHORE DRIVE City MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 5 BLOCK 4 BAY LURE P.B. 44 PG. 63 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25 °51'39" Long. 80 °10'17" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 16 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net, area of flood openings in A8.b sq in d) Engineered flood openings? ❑ Yes ® No RESIDENTIAL Horizontal Datum: to obtain flood insurance. ❑ NAD 1927 ® NAD 1983 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 0 c) Total net area of flood openings in A9.b 0 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 B B5. Suffix B B6. FIRM Index B B7. FIRM Panel B B8. Flood B B9. Base Flood Elevation(s) (Zone 12086C 10306 L L D Date E Effective/Revised Date Z Zone(s) A AO, use base flood depth) 9/11/2009 9 9/11/2009 V VE 1 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: .1 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 Designation Date Ni A ❑ CBRS ❑ OPA 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 DCBM Vertical Datum N.G.V.D.1929 Conversion /Comments NONE a) b) c) d) e) f) g) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.77 Top of the next higher floor $,g2, Bottom of the lowest horizontal structural member (V Zones only) 7.25, Attached garage (top of slab) N /A. Lowest elevation of machinery or equipment servicing the building N /A. (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) 7.10 Highest adjacent (finished) grade next to building (HAG) 7.50 Lowest adjacent grade at lowest elevation of deck or stairs, including WA. structural support Check the measurement used. ® feet ® feet ® feet ❑ feet ❑ feet ® feet feet ❑ feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico o ) 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. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. IN 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 MIGU ESPINOSA Title P.S.M. Address 10665 ' a n .1* ET S E 1 Signature rises r__.._ • ..• .. License Number 5101 mpany Name MIGUEL ESPINOSA LAND SURVEYING, INC. City MIAMI State FL Date 1 -13 -2012 Telephone 305- 262 -2992 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. 9259 NORTH BAYSHORE DRIVE City MIAMIState FL ZIP Code 33138 4 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 PE 00GLE ATTAC N S = BUILDIN ., PIC RES Date 1 -13 -2012 ® Check here If attachments UILDIN ` VATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zo es AO a ` • A (without B , 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 El -E4, use n ral 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 ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ 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 ❑ 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 Signature City State ZIP Code Comments Date Telephone ❑ 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 09. G1. ❑ 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 05. 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 010. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FFMA Fnrm R1 -11 Mar ( Q • • 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. 9259 NORTH BAYSHORE DRIVE Policy Number City MIAMI 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. FRONT VIEW 1 -13 -2012 REAR VIEW 1 -13 -2012 /004770# 't,ip SCALE: 1" = 100' so 83.0' 8 83.0' ° .o 83.0' 7 83.0' ,o 83.0' 6 0 83.0' \ 167,342' ' 83.0' 4 83.0' so 83.0' 3 83.0' ao v. BISCAYNE BAY 4111/ PESCk /P77ON FOLIO: 11- 3205 - 027 -0580 LOT 5, BLOCK 4, BAY LURE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 44, AT PAGE 63, OF THE PUBLIC RECORDS, OF MIAMI -DADE COUNTY, FLORIDA. P0PEkl,49D,ESs 9259 N. BAYSHORE DRIVE, MIAMI, FLORIDA 33138 FLOOD ZO//E /NFDk14177O,V FLOOD ZONE: VE DATE OF FIRM: 09 -11 -2009 dt 77Fy/ David Alexander Puyanic Northern Trust Company, ISAOA COMMUNITY: 120652 SUFFIX: L ,181YEU 0770716'44/D lEgEND. A/C CONC. (M) (R) R/W U.E. P.B. PG. —OH— A = DENOTES AIR CONDITIONING UNIT = DENOTES CONCRETE = DENOTES MEASURE = DENOTES RECORD = DENOTES RIGHT - OF- WAY = DENOTES CENTERLINE = DENOTES UTILITY EASEMENT = DENOTES PLAT BOOK = DENOTES PAGE = DENOTES WATER METER = DENOTES WOOD POWER POLE = DENOTES W000 FENCE - DENOTES CHAIN LINK FENCE = DENOTES IRON FENCE = DENOTES OVERHEAD WIRES = DENOTES FOUND IRON PIPE (NO ID.) = DENOTES FOUND NAIL AND DISC PANEL: 0306 ELEVATION: 11.0 FEET OEk77F( 477O/V SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS "BOUNDARY SURVEY" IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRE:T[ON. THIS COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS, AE SET FORTH BY THE STAT OF FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPER IN CHAPTER 61 GI7 -6, FLORIDA ADMINISTRATIVE CODE PU.SUANT TO 472.27, FLORIDA STATUTES. SIGNED I MIGUEl. E I SA NOT VALI WITHOUT AT ELECTRONIC SEAL AND THE ORIGINAL RAISED P.S.M. No. FOR THE FIRM 01 -STATE OF FLORIDA AUTHE. ELECTRONIC SIGNA E AND AUTHENTICATED OR TH S AP IS NOT VALID WITH T THE SIGNATURE AND L OF A ICENSE SURVEYOR AND MAPPER. El/FR/IL NOTTS 1) LEGAL DESCRIPTION PROVIDED BY OTHERS. 2) EXAMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. 4) UNDERGROUND PORTION OF FOOTING, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 5) ONLY VISIBLE ON ABOVE GROUND ENCROACHMENTS LOCATED. 6) WALL TIES ARE THE FACE OF THE WALL. 7) FENCE OWNERSHIP NOT DETERMINED. 8) BEARINGS REFERENCED TO LINE NOTED AS B.R. 9) BOUNDARY SURVEY MEANS A DRAWING AND /OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. 10) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 11) NOT VALID UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL. 12) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 13) ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. 14) THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. 15) THIS BOUNDARY SURVEY HAS BEEN PREPARE FOR THE EXCLUSIVE USE OF THE ENTITIES NAME HEREON. THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURE UNLESS OTHERWISE NOTED. SHEET 1 OF 2 Not Valid Without All Pages 114 ?6(tZ ESP /#O&4 Z>17170 sgevmtq /4/ PROFESSIONAL SURVEYOR AND MAPPER 10665 S.W. 190th STREET, SURE 3210. MIAMI, FLORIDA 33157 PHONE: (305) 262 -2992 FAX: (305) 971 -8383 L.B. No. 6463 8O6f,V k% S1fkVE ` Original Date: 01/13/2012 Fleld Date: 01/11/2012 Revision Date: 01/13/2012 Drawn by: M.U. JOB No. S-9829 J NTE: 93rd 'S 25' 50' Total R /W.1 kilo of s *,Uf NORTH Found 1/2" Iron Pipe No Id. Scale: 1 " = 20' " BAY LURE " ( P.B. 44 - PG.63 ) (Lot 4 - Block 4 Chain Link Fence (4' high) 33.00' N90 °00'00 "W 167.51' Found Drill Hole m a 0 • OH` 24.48' off memmom mom. <0 mom. nommmomm. mourn Nommommmm. C) MNINOMMINAMMI --- MIN- N��IN IM IMNIIMMIIMAMNIMINMEMM On MMINIIIIMONIMIIMANONINA =='sue M - - --' ; IMMIMMOMMINAMOMNII 2 7.0' 0 0• I o ° Conc. v • - 20.00' --0— MMOINMANOMIANOIM OIM rt. MN Car - Port (Brick) = AZ'Z •L3 '1 20.00 UNIMMINM MAMMY MINIM AMMONIUM MMMOMMUNNUM ONMANIMNIII LA .. MMMMU Siii Overhang Conc. C: I 0 20.30' 3.0' Planter; I _ 25.00' — Planter" a _ —' 2' ,. i a Q I•.I ^lEti 3.0 i£ ,° Lo 0 Overhang 1-_-j._-_-_- - - �- m -------- 14.0' -=ss -� = == = MMIMMMMM s� = ==Z - = ro �- - - : x mmmmoNmn - mmm s--= sssssr mimommommonm Mil unmmmmmmmmmmoommw mommommommommummommomm mommmommommmummonnnomo mommommommommmmwo Imminem - ----- - - - - -- 53.38' IINNMIIIIMMOMM 24.20' 7.10 0 O 0 N 14.6' I 35.90' Overhang 5' 50' Total 40.00' 1 Found 1/2" 1 Iron Pipe No Id. R/W ' 1 0 S90 00'00"E 167.34' Chain Link Fence (4' high) (Lot 6 - Block 4 Found Drill Hole 2.6 " BAY LURE (P.B.44- PG.63) SHEET 29F2 Not Valid Without All Pages N1 /�Gft7 EtP /NO&4 MiVD sG AW /i/? /� C PROFESSIONAL SURVEYOR AND MAPPER 10665 S.W. 190th STREET. SUITE 3210. MIAMI, FLORIDA 33157 PHONE: (305) 262 -2992 FAX: (305) 971 -8383 8O614/04A 1 S6fi'Vf L.R. No. 6463 Original Date: 01/13/2012 Field Date: 01/11/2012 Revision Date: 01/13/2012 Drawn by: R.U. JOB No. S -9829 / lilt OAT a5 2012 ID BY:' CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and fmished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: Owe I'ciXG n i C PERMIT # 7 ADDRESS: I2 55 P. 60>4.o€e l ✓�i �L A/6,, FZ- 33133 FOLIO NUMBER: Il — 3? OS - oa7 -O5 Ce0 FLOOD ZONE: V� BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): 0 COST OF PROPOSED IMPROVEMENTS (ATTACH COPY OF CONTRACT) : zap 53'1.5 ( TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): S Gi. 5 Ir VALUE OF PRINCIPAL STRUCT2E attach a OWNERS SIGNATURE: PLANREVIEWER: PLAN SIGNATURE: r al): V463 066.00 DATE: 70 ;. f2 DATE: REVIEWER SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool Property Information: Folio 11- 3205 - 027 -0580 Property Address 9259 N BAYSHORE DR Owner Name(s) DAVID PUYANIC Mailing Address 9259 NORTH BAYSHORE DR MIAMI SHORES FL 33138 Primary Zone 1400 SINGLE FAMILY RESIDENCE Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 5/4/1 Floors 1 Living Units 1 Adj. Sq. Footage 3,738 Lot Size 13,861 SQ FT Year Built 1955 Legal Description BAY LURE PB 44 -63 LOT 5 BLK 4 LOT SIZE 83.000 X 167 OR 16257 -1016 0294 1 COC 25218 -1112 12 2006 1 OR 27994 -2378 0112 01 Assessment Information: -. Current Previous Year 2011 2010 Land Value $792,267 $834,013 Building Value $463,066 $466,022 Market Value $1,255,333 $1,300,035 Assessed Value $1,255,333 $1,300,035 Exemption Information:; Current Previous Year 2011 2010 Homestead $0 $0 2nd Homestead $0 $0 Senior $0 $0 Veteran Disability $0 $0 Civilian Disability $0 $0 Widow(er) $0 $0 Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Property Appraiser A Aerial Photography 2010 Taxable Value Information: Current Previous Year 2011 2010 Exemption/Taxable Exemption/Taxable County $0 / $1,255,333 $0 / $1,300,035 School Board $0 / $1,255,333 $0 / $1,300,035 City $0 / $1,255,333 $0 / $1,300,035 Regional $0 / $1,255,333 $0 / $1,300,035 Sale Information: Date Amount Recording Qualification Code Book -Page 1/2012 $835,000 27994 -2378 Sales qualified as a result of examination of the deed 12/2006 $2,000,000 25218 -1112 Sales which are qualified 2/1994 $460,000 16257 -1016 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Monday, July 30, 2012 CONSTRUCTION AGREEMENT This AGREEMENT made this g-C) of OCTOBER, 2012 between DAVID A. PUYANIC which is located at 9259 North Bayshore Drive, Miami Shores, FL 33138 hereinafter referred to as "Owner" and DENMAR CONSTRUCTION GROUP, LLC. which is located at 3180 NW 97th Way, Sunrise, FL 33351, whose phone number is (786) 288 -1198 and whose email is: eclark @denmarconstructiongroup.com hereinafter referred to as "Contractor ". In consideration of the mutual covenants set forth below, the Contractor and Owner agree as follows: 1. SCOPE OF WORK - Contractor shall FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE THE HOUSE RENOVATIONS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, PERMITTING, DEMOLITION, ROOF REPAIRS/MAINTENANCE, DRIVEWAY MODIFICATIONS, STRUCTURAL REPAIRS, MASONRY, IMPACT GLASS WINDOWS/DOORS, STUCCO, FRAMING, INSULATION, DRYWALL, DOORS, BASEBOARDS /CASINGS, ELECTRICAL, MECHANICAL, PLUMBING, TILE, PAINTING, ALL FINISH WORK/INSTALLATION, AND A TERMITE TREATMENT. All work shall take place at 9259 NORTH BAYSHORE DRIVE, MIAMI, FL 33138. Contractor shall perform in accordance with the Bid Form attached hereto as Exhibit "A ", the Construction Plans attached hereto as Exhibit "B ", and the Additional Specifications attached hereto as Exhibit "C ". 2. OWNER'S REPRESENTATIVE - Owner's Representative for this project is Commodore Realty, Inc. or their duly authorized officer or representative. Their notice address is 30 W. Mashta Drive, Suite 400; Key Biscayne, FL 33149; phone 305- 365 -2600; fax 305- 365 -0800. 3. CONTRACT SUM OR AGREED PAYMENT TO CONTRACTOR — Owner agrees to pay Contractor for the described work herein the total sum of TWO HUNDRED THREE THOUSAND TWO HUNDRED EIGHTY -NINE AND 51 /100 ($203,289.51). Payment of this sum is subject to additions or deductions in accordance with the terms of this Agreement. 4. DEPOSIT — Owner shall pay Contractor a Deposit in the amount of FIVE PERCENT (5 %) of the Contract Sum within three (3) days of: 1) Execution of this Agreement; 2) Owner's receipt of a partial lien release and affidavit from Contractor; and 3) Owner's receipt of a copy of the permit for the project. In the event the Scope of Work is not completed, the Deposit must be refunded in full to Owner by Contractor. In addition, Owner shall either 1) pay Contractor with a joint check to Contractor and the applicable Subcontractor or 2) pay Subcontractor directly for the following 3 items: Deposit on exterior windows /doors (not to exceed 50% of the total cost), Deposit on millwork (not to exceed 50% of the total cost), and permit fees; within three (3) days of: 1) Owner's receipt of an invoice from Contractor with the applicable backup from the Subcontractor and 2) Owner's receipt of a partial lien release and affidavit from Contractor and the applicable Subcontractor. None of these items will be paid until all permits for the project have been received. 5. PROGRESS PAYMENTS — Contractor shall submit an application for payment on AIA Form G702 & G703 to Owner a minimum of three (3) days before each scheduled draw meeting which will be held onsite on approximately the 1st of each month but no later than the 10th of each month during the term of the project. The application for payment will set forth the amount requested based upon the line items and amounts set forth in Exhibit "A" (or thereafter updated) and the dollar amount and percentage of work the Contractor believes has been completed since the last draw request minus the 10% retainage. The Contractor and Owner must agree on the percentage of work complete and how each progress payment is distributed between Subcontractors. No Subcontractor shall be paid in full until the entire job is completed; the maximum any Subcontractor can be paid is 90% of their total amount due as set forth in Exhibit "A" (or thereafter updated). Upon completion of the Contractor buyout and throughout completion of the Scope of Work, Contractor must adjust the schedule of values set forth in Exhibit "A" so the amount allocated to each line item matches the applicable 1 Subcontractor's proposal /contract so that the subcontractor lien releases will tie back to the schedule of values. All overhead/profit to Contractor must be shown on the specified line item and may not be spread through the other line items. This requirement in no way allows the Contractor or Owner to adjust the Contract Sum, just the allocation between line items. Upon acceptance of the draw application by Owner, Contractor will submit a complete Application for Payment Package to Owner. The Application for Payment Package shall include, 1) a draw application detailing the requested payment by line item on AIA Form G702 & G703, 2) an original, notarized unconditional partial lien release and contractor's affidavit from the Contractor, all Subcontractors, and all material suppliers (the lien releases must match the amounts in the Application for Payment Package) 3) a copy of the permit confirming the applicable work has been completed and approved by all governmental agencies, and 4) any other paperwork reasonably required by Owner to confirm the work has been completed, the correct materials were used, and all parties have been paid to date. All documents must be on a form acceptable to Owner. The Contractor's partial contractor's affidavit shall state the amount unpaid and due to each and every Subcontractor, Sub - subcontractor, and Material Supplier which has not been paid through the last day of the month. There will be no consideration given to the Application for Payment Package unless submitted in full based on the format set forth herein. Owner shall make progress payments to Contractor within three (3) days of 1) receipt of a complete Application for Payment Package from Contractor; 2) the Owner's inspection and acceptance of the work completed to date; and 3) the Owner's acceptance of the complete Application for Payment Package. Contractor shall be required to make all disbursements to Subcontractors within four (4) days of receipt of Owners Progress Payments. Payments due and unpaid (excluding disputed portions thereof) shall bear interest at the rate of 1.5% per month payable to Contractor from the date the payment is due as setforth in this Agreement. In the event Owner fails to pay any Progress Payments due hereunder (excluding disputed portions thereof), upon three (3) additional days written notice to Owner, Contractor may cease work without breach, pending payment. Any delay in making the undisputed portion of the Progress Payment will extend Contractor's Completion Date (defined below) by the length of the delay. Progress payments may be withheld, or partially withheld, if: (a) Work is found defective and not remedied; or (b) Contractor fails to make prompt and proper payments to Subcontractors. In the event there is a dispute between Contractor and a Subcontractor over funds due or a claim of lien is filed, two and a half (2.5) times the amount of the dispute/lien will be withheld from the application for payment; or (c) A third party files a claim or reasonable evidence indicating probable filing of such a claim unless security acceptable to the Owner is provided by the Contractor; or (d) In the opinion of Owner's Representative, Contractors is not progressing satisfactorily and/or Contractor's work will not be completed by the Completion Dates set forth herein, Owner may withhold an amount adequate to cover actual or liquidated damages for the anticipated delay; or (e) Reasonable evidence that the Scope of Work cannot be completed for the unpaid balance of the Contract Sum; or (f) Owner or another contractor is damaged by an act for which Contractor is responsible; or (g) Contractor's persistent failure to carry out the Scope of Work in accordance with the Contract Documents; or (h) Contractor does not tender properly executed partial lien releases and partial contractor's affidavits (in a form acceptable to Owner) from Contractor, all Subcontractors and all material suppliers for the work and materials through the stage of the application for payment. 6. FINAL PAYMENT - Final Payment less all Progress Payments made to date and a retainage of ten percent (10 %) of the total Contract Sum is to be paid to Contractor within three (3) days of: 1) completion of Scope of Work including punch list items; 2) acceptance of work by all applicable governmental & non - governmental agencies and Owner's receipt of a copy of all closed out permits; 3) acceptance of work by Owner; 4) Owner's receipt of all 2 original guarantee(s) in a form acceptable to Owner from the Contractor, all Subcontractors and manufacturers; 5) Owner's receipt and acceptance of a draw application; 6) Owner's receipt of an original, notarized up to date unconditional partial lien release and contractors affidavit from the Contractor and original, notarized unconditional final lien releases & contractors affidavits from all Subcontractors and material suppliers; and 7) Owner's receipt of as built plans and a detailed specification book for the project. All documents must be in form acceptable to Owner. Retainage: The first half of the retainage in the amount of FIVE PERCENT (5 %) of the Contract Sum shall be paid to the Contractor THIRTY (30) DAYS after the date of Final Payment, subject to their being no claims of lien or other issues during the thirty (30) day period. The first half of the Retainage shall be paid to Contractor within three (3) days of Owner's receipt of an invoice from Contractor as well as an original unconditional partial lien release and affidavit from Contractor. In the event there are any issues during the thirty (30) day period, none of the Retainage will be released until NINETY (90) days after the date of Final Payment as set forth below. The balance of the Retainage shall be paid to the Contractor NINETY (90) days after the date of Final Payment, subject to deductions for any claims of lien or other issues that arise during the NINETY (90) day retainage period. The balance of the Retainage shall be paid to Contractor within three (3) days of Owner's receipt of a final invoice from Contractor as well as an original unconditional final lien release and affidavit from Contractor. Owner, by making the Retainage payment, waives all claims except those arising out of: (a) Faulty work appearing after the Retainage has been released; or (b) Work that does not comply with the Contract Documents; or (c) Claims of lien or other claims by Subcontractors that they were not paid in full; or (d) Any liability, property, or other claim that arises before or after the Retainage has been released; or (e) Failure of Contractor to comply with any guaranties required by the Contract Documents. Contractor, by accepting the Retainage payment, waives all claims except those which he has previously made in writing and which remain unsettled at the time of acceptance. 7. STARTING AND COMPLETION DATES — Contractor must complete all necessary forms and documents including, but not limited to, the Cumulative Substantial Improvement Verification Worksheet, the Contractor's master permit application, as well as all subcontractors' permit applications and submit them for review /approval to Miami Shores no later than October 24, 2012. Contractor must follow up /push Miami Shores daily to obtain approval of the plans and issue all permits as quickly as possible. Contractor must obtain all permits for the project no later than October 31, 2012; in the event all permits are not received by the date stated above, the Contract Sum will be reduced by $125.00 per day until all permits are issued/received. Notwithstanding, Contractor shall not be liable for any delay due to circumstances beyond his control. Work under this Agreement shall begin onsite no later than three (3) days after receipt of the permit from Miami Shores ( "Starting Date ") and be substantially completed within ONE HUNDRED FIVE (105) days of the Starting Date ( "Completion Date "). In the event said work is not completed by the Completion Date, the Contract Sum will be reduced by $250.00 per day for each day beyond the Completion Date until said work has been completed in full. Notwithstanding, in the event the said work is not completed by thirty (30) days after the Completion Date, the Liquidating Damages will increase to $500.00 per day until the applicable Scope of Work is completed in full. In the event that all Punchlist Items are not completed within fourteen (14) days "Punchlist Period" after the Completion Date, the Contract Sum will be reduced by $125.00 per day for each day beyond the fourteen (14) day Punchlist Period until the Punchlist is completed in full. Any item that prohibits the permits from being closed, prohibits all governmental agencies from acknowledging the Scope of Work is complete, or prohibits Owner from residing comfortably in the house qualifies as a Punchlist item and must be completed by the Completion Date. 8. CONTRACT DOCUMENTS - The Contract Documents, which together contain the specifications for how the Scope of Work is to be completed and provide for the method of payment of the Contract Sum, are as follows: (a) This Agreement, with supplementary exhibits, agreements, and conditions attached hereto; 3 � o (b) The plans and specifications, with addenda attached thereto, issued before execution of this Agreement, and any amendments thereafter to be made; (c) Written interpretations of the Contract Documents and directives to be made from time to time by the Architect, Engineers, Owner and/or Owner's Representative; and (d) Any change orders issued, or to be issued. The Contractor's Scope of Work includes all work specified in the Contract Documents as well as all work not expressly indicated therein but necessary for proper completion of the project. Contractor, by executing this Agreement, represents that he has inspected and is intimately familiar with the work site and the local conditions under which the work is to be performed. 9. DUTIES AND RIGHTS OF CONTRACTOR - Contractor's duties and rights are as follows: (a) Responsibility for and Supervision of Construction. Contractor shall be solely responsible for all construction under this Agreement, including the techniques, sequences, procedures, means, and coordination for all work. All work must be completed in a first class manner with an eye towards detail and thoroughness. He shall supervise and direct the work to the best of his ability giving all attention necessary for such proper supervision and direction. (b) Discipline and Employment. Contractor shall maintain at all times strict discipline among his employees and Subcontractors employees and shall not employ for work on the project any person unfit or without sufficient skills to perform the job for which such person is employed. (c) Furnishing of Labor, Materials, Etc. Contractor shall provide and pay for all labor, testing, surveying, materials, and equipment including tools and machinery, utilities including electricity and water, transportation, and all other facilities and services necessary for the proper completion of the Scope of Work in accordance with the Contract Documents. (d) Payment of Taxes; Procurement of Licenses and Permits. Contractor shall pay all taxes required by law in connection with work on the project in accordance with this Agreement, including sales, use, and similar taxes, and shall secure and pay for all licenses, permits, and inspections necessary for proper completion of the Scope of Work, and make payment of the fees therefore. (e) Compliance with Construction Laws and Regulations. Contractor shall comply with all laws and ordinances, as well as all rules, regulations, or orders of all public authorities relating to performance of the work. If anything set forth in any of the Contract Documents is at variance therewith, Contractor shall notify Owner's Representative promptly on discovery of such variance. (f) Responsibility for Negligence of Employees and Subcontractors. Contractor shall be fully responsible for all acts or omissions of his employees on the project, his Subcontractors and their employees, and other persons doing work under any contract with him. (g) Guarantee of Fitness of Equipment and Materials. Contractor represents and warrants to Owner and Owner' s Representative that all equipment and materials used in the work and made a part of structures, or placed permanently in connection therewith, will be new unless otherwise specified in the Contract Documents and will be of good quality, free of defects, and in conformity with the Contract Documents. It is understood between the parties that all equipment and materials not so in conformity are defective. (h) Engineering Drawings, Samples and Shop Drawings. Owner has provided Contractor full Architectural plans, a copy of which are attached hereto as Exhibit "B ". In addition, Owner will provide any amendments to these plans required throughout the completion of the Scope of Work. Contractor shall provide all Shop Drawings, samples, and material tear sheets and submit them to the Architect/Engineer (as applicable), Owner's Representative, and Tenant's Representative for their approval/determination respecting their conformity with the specifications of the Contract Documents and the design concepts called for therein before completing the associated work. In the event Shop Drawings need to be submitted to a 4 o P government agency for approval, the Shop Drawings will be in a form acceptable to that government agency. (i) Clean-up. Throughout the completion of the Scope of Work, Contractor agrees to keep the work area and surrounding property free of waste material, rubbish, dirt, and dust caused by his work or that of his Subcontractors. He further agrees to remove all such waste material and rubbish on a daily basis and to dispose of such items in a legal manner. Upon completion of the project, Contractor will remove any remaining waste material and rubbish together with all his tools, equipment, machinery and surplus materials, and conduct general clean-up operations. (j) Indemnification. Contractor agrees to indemnify Owner and Owner's Representative, and their agents and employees, from and against all claims, damages, losses, and expenses, including reasonable attorneys' fees in any action filed against one of these parties or if it shall be necessary to file an action arising out of performance of the work herein, which are (1) for bodily injury, illness, or death, or 2) for property damage including loss of use. Contractor is responsible for any damage to the property, vehicles, or other personal property resulting from the completion of this Scope of Work whether intentional or unintentional. Contractor shall be responsible for claims caused in whole or in part by completion of Contractor's Work, or that of a Subcontractor, or that of anyone employed by them or for whose acts Contractor or a Subcontractor may be liable. Contractor acknowledges that the Owner & Owner's Representative have no liability arising out of the approval of reports or specifications or out of their giving or failure to give instructions, even if the giving or failure to give approval /instruction is the primary cause of the injury or damage. (k) Payment of Royalties and License Fees; Indemnification. Contractor agrees to pay all royalties and license fees necessary for the work, and to defend all actions and settle all claims for infringement of copyright or patent rights, and to indemnify Owner against all liability with respect thereto. (1) Safety Precautions and Programs. Contractor shall provide for and oversee all safety orders, precautions, and programs necessary for the Scope of Work to be completed safely. In this connection, Contractor shall take precautions for the safety of all employees, tenants, customers and other persons whom the work might affect, all work and materials incorporated in the project, and all property and improvements on the construction site and adjacent thereto. The safety precautions and programs implemented by Contractor must comply with all applicable laws, ordinances, rules, regulations, and orders including OSHA. (m) Neighbor Disruption. Contractor shall perform the job in such a fashion so as to minimize the disruption to the neighbors as well as the general public. 10. TIME OF ESSENCE; EXTENSION OF TIME - All times stated herein or in the Contract Documents are of the essence. All timelines provided are based on calendar days unless specifically noted otherwise. The timelines set forth in the Agreement may be extended by a change order from Owner's Representative for such reasonable time as he may determine when, in his opinion, Contractor is delayed in work progress by changes ordered, fire, injuries, adverse weather, acts of God, or other causes beyond Contractor's control which justify a delay. Contractor will not be liable for any damage relating to these extensions. If Contractor is delayed in the progress of construction as a result of Owner's failing to either 1) provide the finishes that are the responsibility of the Owner, 2) pick Contractor provided finishes, or 3) pick Subcontractors by the deadlines provided by Contractor (Contractor must notify Owner of all deadlines at least 2 weeks in advance), then the Completion Date shall be extended by 1 day for each day of delay caused by Owner. Contractor will not be liable for any damage relating to these extensions. Contractor shall be provided a one (1) day extension to the Completion Date for each adverse weather day. An adverse weather day shall be any day where the Contractor cannot work for more than four (4) hours of the day due to rain, hurricane or other natural weather disaster. The Contractor must notify Owner's Representative in writing of 5 �,p P requests for bad weather days within seven (7) days of any bad weather day or Contractor waives his right to claim the bad weather day. The bad weather day will extend the Completion Date by one additional day. Owner has the right to dispute Contractor's claim for a bad weather day based upon weather information provided from the National Weather Service or any local weather service. 11. SUBCONTRACTS A Subcontractor, for the purposes of this Agreement, shall be a person or company with whom Contractor has a direct or indirect contract with for work at the project site and all material suppliers. Contractor has furnished to Owner's Representative a list of names of Subcontractors to whom he proposes to award the principal portions of the work to be subcontracted, shown on Exhibit "A ". Contractor shall not employ a Subcontractor to whose employment Owner or his representative reasonably objects, nor shall Contractor be required to hire a Subcontractor to whose employment he reasonably objects. All contracts between Contractor and Subcontractors shall conform to the provisions of the Contract Documents and shall incorporate in them the relevant provisions of this Agreement. Contractor may not substitute or change any Subcontractor or material supplier without the prior written consent of Owner, Owner's consent will not be unreasonably withheld. 12. INSURANCE (a) Contractor's Liability Insurance. Contractor agrees to keep in force at his own expense during the entire period of construction on the project such liability insurance as will protect him, Owner, and Owner's Representative from claims, under workers' compensation and other employee benefit laws, for bodily injury and death, and for property damage, which may arise out of work under this Agreement, whether completed directly or indirectly by Contractor, or directly or indirectly by a Subcontractor. The minimum liability limits of such insurance shall not be less than: I. Workers' Compensation $1,000,000 /1,000,000 II. Bodily Injury $1,000,000/2,000,000 III. Property Damage $1,000,000/2,000,000 Contractor's deductible on the policies stated above cannot exceed $1,000.00. Such insurance shall include contractual liability insurance applicable to Contractor's obligations under this Agreement. Contractor will name Owner and Owner's Representative as additional insured under Contractor's insurance through an endorsement to their policy. Each policy shall contain a provision that the policy will not be cancelled or allowed to expire until at least thirty (30) days' prior written notice has been given to the parties named as well as additional insured. Proof of such insurance shall be filed by Contractor with Owner's Representative within a reasonable time after execution of this Agreement, but before commencement of any onsite work. (b) Owner's Liability Insurance. Owner may, at his option, purchase and maintain in force his own liability insurance during the construction on this project which, in his opinion, he deems is necessary to protect himself against claims arising out of Contractor's work. This does not diminish Contractor's obligation to carry the insurance specified herein on his part to be carried. (c) Property Damage Insurance on Work Site. Owner agrees to maintain, at his expense, during completion of the Scope of Work, property damage insurance on the work and the property to its full insurable value, including interests of Owner, Contractor, and Subcontractors, against fire, vandalism, and other perils ordinarily included in extended coverage. Losses under such insurance will be adjusted with and made payable to Owner as trustee for the parties insured as their interests appear. (d) Waiver of Work Site Property Damage Claims to Extent of Insurance Coverage. Owner and Contractor hereby waive all claims against each other for fire damage or damages from other perils covered by insurance provided in subsection (c) of this section. Contractor agrees to obtain waivers of such claims by all Subcontractors or to indemnify Owner and Owner's Representative for any waivers not obtained. 6 �� 0 P 13. CORRECTING WORK - When it appears to Owner, Owner's Representative, Architect, Tenant's Representative, Subcontractor, or Contractor during the course of construction that any work does not conform to the provisions of the Contract Documents, Contractor shall make necessary corrections so that such work will so conform. In addition, Contractor will correct any defects caused by faulty materials, equipment, or workmanship in work supervised by him or by a Subcontractor, appearing within two (2) years from the Completion Date, or within such longer period as may be prescribed by law, or as may be provided for by applicable special guaranties in the Contract Documents. 14. WORK CHANGES - Owner reserves the right to order work changes in the nature of additions, deletions, or modifications, without invalidating the Agreement, and agrees to make corresponding adjustments in the Contract Sum and Completion Dates. All changes will be authorized by a written change order signed by Contractor and either Owner or Owner's Representative. The written change order will include any changes in the Contract Sum and Completion Dates. Notwithstanding, the Architect, Engineers, Owner, or Owner's Representative will have authority to order minor changes in the Scope of Work not involving adjustment in the Contract Sum or extension of the Completion Dates and not inconsistent with the intent of the Contract Documents. Such changes shall be effected by written order and shall be binding on the Contractor. The Contractor shall carry out such written orders promptly. 15. EARLY TERMINATION FOR BREACH OF AGREEMENT - Owner may, on seven (7) days notice to Contractor, terminate this Agreenent before the termination date hereof, and without prejudice to any other remedy he may have, when Contractor defaults in performance of any provision herein, or fails to carry out the construction in accordance with the provisions of the Contract Documents. On such termination Owner may take possession of the worksite and all materials, equipment, tools, and machinery thereon, and fmish the work in whatever way he deems expedient. If the unpaid balance on the Contract Sum at the time of such termination exceeds the expense of fmishing the work, Owner will pay such excess to Contractor. If the expense of finishing the work exceeds the unpaid balance at the time of termination, Contractor agrees to pay the differences to Owner. On such default by Contractor, Owner may elect not to terminate the Agreement, and in such event he may make good the deficiency in which the default consists, and deduct the costs from the next payment then or to become due to Contractor. 16. GUARANTEE - Contractor guarantees work from defects in materials and workmanship for a period of TWO (2) years unconditionally, commencing with the date of completion of Contractor's work hereunder. In addition, Contractor will promptly undertake all necessary steps, including supplying the necessary materials and labor to correct any defect in material or workmanship during the guarantee period. In the event Contractor has not commenced on -site work to resolve a warranty claim within five (5) days of receipt of written notice, Owner may, at his option, have the work completed; Contractor will reimburse Owner for the cost of the work plus a twenty percent (20 %) administrative fee within fourteen (14) days of receipt of a bill from Owner. i) All major Subcontractors must also guarantee their portion of the work for a period of two (2) years in accordance with the terms set forth above. ii) Contractor shall submit drafts of all manufacturer warranty forms to Owner within sixty (60) days of the execution date of the Agreement. All warranties must be in a form acceptable to Owner; Contractor is responsible for gaining acceptance of the Owner's requested changes to the warranties from the manufacturers. 17. DISPUTES — The parties shall endeavor to resolve their disputes by mediation. In the event a claim or dispute cannot be resolved by mediation, then all disputes under this Agreement shall be resolved through an action in the Circuit Court in Miami -Dade County, Florida, which shall have exclusive venue and jurisdiction for any disputes arising out of this Agreement. It is agreed by the parties that no dispute under this Agreement shall give rise to an extension of time or delay in completion of the Contractor's responsibilities herein as long as Owner continues to make all undisputed payments to Contractor for such work. Time shall always remain of the essence in completion the project. In connection with any litigation arising out of this Agreement or for enforcement of the guarantee provided herein subsequent to completion, the prevailing party shall be entitled to recover reasonable attorneys' fees and costs including fees on appeal or at any further court proceedings. The laws of the State of Florida shall govern this contract. 7 18. NO PRESUMPTION AGAINST DRAFTER - Owner and Contractor understand, agree, and acknowledge that: (a) This Agreement has been freely negotiated by both parties and (b) That, in an controversy, dispute, or contest over the meaning, interpretation, validity, or enforceability of this Agreement or any of its terms or conditions, there shall be no inference, presumption, or conclusion drawn whatsoever against either party by virtue of that party having drafted this Agreement or any portion thereof. 19. THE AGREEMENT - The Contract Documents represent the entire and integrated Agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a written Modification. Agreement executed on the date first above written. Contractor: DENMAR CONSTRUCTION GROUP, LLC. Owner: DA By: Title: A/Ismoifn5 f2o/'/ 4,,-' Bv: PROJECT: LOCATION: CONTRACTOR NAME: EXHIBIT "A" Renovation of a Residential Home 9259 North Bayshore Drive, Miami Shores, FL 33138 Denmar Construction Group BID FORM DATE: Oct 18,2012 Ell' "All figures shall include all sales tax, consumer taxes, use taxes and other taxes required. **The amount allocated to each line item must match the applicable subcontractor's proposal so the subcontractor lien releases will tie back to the bid form all overhead and profit most be shown on the specified line item and may not be s read through the other line items. 2 3 4 5 6 7 8 Permit Fees Demolition =;AMOtJ )T :onTPactu'rovtdfd -, ..Intl. his'ot Riffle Roof Repairs /Maintenance/New Gutters Driveway Modification Structural/Masonry Repairs Stucco Repairs Exterior wood/vent ' , airs Patio - Tile 9 10 11 12 - Composite Deck Framing 81,700.00 83,250.00 88,330.00 81,365.00 82,480.00 NoncO ?!. TBD lddl.in 30r1e $ul6 MRESoincl ,: t.V SPAcQ rl;RAc Denmar Construction Grp. Denmar Construction Grp. $2,850.00 ............. . ... Z- roofing Stone Encantado Denmar Construction Grp. Denmar Construction Grp. Denmar Construction Grp. Modify layout (add conduit underneath) and seal existing driveway. Brick pavers provided by Owner. Repair wood trusses in exterior foyer /entrance. Racks for exterior HVAC compressor units, 3 colunms near front entrance. Modifications to openings for new exterior windows /doors. Minor repairs as needed throughout exterior. Repair, replace, resecure as needed; new tonge and groove on exterior foyer /entrance ceiling to match existing. 82,240.00 82,500.00 $8,000.00 ....... Stone Encantado Tile to be provided by Owner; Contractor must provide all other material and labor. Southeast Marine Include all framing. Azek brand material (color to be chosen by Owner). Insulation Drywall/Skim Coating Doors - Interior doors 13 14 15 16 17 18 19 20 21 22 23 24 $3,882.20 $2,855.00 87,209.08 Dian Drywall Dian Drywall Dian Drywall Ceiling throughout and walls as required by code. Drywall, greenboard, DuRock. - Door hardware (all interior doors only) - Exterior doors and windows Wood Baseboard/Casings Electrical $4,213.50 81,009.13 $31,000.00 Plumbing/Gas HVAC Painting Flooring Restoration/New Flooring Millwork CountertopsBacksplashes Appliances Termite Treatment Equipment 81,990.00 Denmar Construction Grp. Denmar Construction Grp. 82,200.00 ............. R &S Windows 820,500.00 817,800.00 Denmar Construction Grp. $8,500.00 ...................... Connective Electric 89,500.00 Omar Triana Services 518,900.00 $10,450.00 511,989.00 $17,509.00 51,206.00 Jt Mechanical All new sanitary (pve) /water piping (c -pve) /gas piping. GC to include all material/equipment needed including, but not limited to provide and install hot water heaters. Two new 5 ton split units, all new distribution, programmable thermostats, racks for interior air handler units, and all vent grates (factory finished white), exhaust vents, bathroom vent fans, etc. 57 ,500.00 Sunshine Paint Stone Encantado Absolute Wood $2,500.00 ... ... $92000.00 $1,865.00 .................... ................ $2,300.00 a:c:;:;:•;:•;:•;::•::>:s::•. Absolute Wood Interior/Exterior Restore existing Floors, new floors, decorative floor tile, wall/ceiling tile in showers, column in dining room, fireplace. All tile material shall be provided by Owner. Sample of each futsh must be submitted to Owner for approval before manufacturing. Cut and install All material supplied by Owner and delivered to specified location. Apex Termite To be provided and installed by Owner. Vikane Gas Tenting. Complete after receipt of Certificate of Occupancy. Dumpster/Trash Haul 25 Supervision _ Overhead and Profit Subtotals $1,712.00 $1,180.00 Denmar Construction Grp. Southern Waste Sys 85,130.00 $12,674.60 8188,334.51 Denmar Construction Grp. Denmar Construction Grp. 514,955.00 839,200.00 84,800.00 Total GC Total FEMA 50% Rule $203,289.51 $188 34.51 tI .........:::!$39,200.00.•; Total $227,534.51 PROPOSED TIMELINE TO COMPLETE SCOPE OF WORK 105 if of DAYS By signing below I hereby acknowledge the following: I will complete the work in a manner that utilities will never be interupted to the neighboring properties. 1 will agree to a liquidating damages clause of $200 per day for the first thirty (30) days and $400.00 per day thereafter. 1 have read and agree to the terms setforth in Exhibit "A" through "D" I have visited the site and studied the plans extensively and therefore this proposal is an all inclusive sal. This proposal is good for ninety (90) days from submittal date stated above. Authorizing Signature: �!` —�- Print Name: Edwige Title: Managing artner EXHIBIT "C" ADDITIONAL SPECIFICATIONS COMMUNICATION WITH OWNER 1) The primary contact for this project shall be David Puyanic whose email is david@commodorerealtv.com, whose phone number is (305) 365 -2600 ext. 27, and whose cell phone is (786) 295 -2599. The backup contact shall be Andy Freyre whose email address is andy @commodorerealty.com, whose phone number is (305) 365 -2600, ext. 22, and whose cell phone is (786) 295 -2599. 2) All email communication must be sent to david@commodorerealty.com with cc: to andy @commodorerealtv.com and dennis @commodorerealty.com. 3) All RFI submittals must be submitted via email and must allow three (3) business days for responses. 4) Contractor must inform Owner's Representative of all neighbor complaints, safety incident, changes in schedule, and changes in material immediately. I. GENERAL 1) Due to the fact that the existing house does not meet current FEMA minimum elevation requirements, the project must be completed in accordance with the 50% FEMA rule which states that the Owner may not add more than 50% of the value of the house (not including land) in improvements in any one year. The house is currently valued at FOUR HUNDRED SIXTY THOUSAND AND 00 /100 DOLLARS ($460,000.00) and therefore the Owner may not spend more than TWO HUNDRED THIRTY AND 00 /100 DOLLARS ($230,000.00) in year 1. There are items including, but not limited to, irrigation/landscaping, seawall, dock, driveway, patio tile /deck, and removable appliances that are not included in the $230,000.00 limitation. The Contractor must work hand -in -hand with the Owner to ensure this requirement is met including completing any value engineering necessary. 2) All work and procedures must meet the Miami Shores Village's current Building/Zoning /Planning Code as well as the requirements from all other applicable governmental and non governmental agencies. a. In the event Contractor has not obtained all permits required to complete the Scope of Work by October 31, 2012, Owner at Owners option may terminate this Agreement by providing Contractor written notice of the same. Upon termination, the Agreement will be of no further force and effect on either party. 3) In the event there is a conflict between any of the Contract Documents (specifications, plans, exhibits, contract, etc.) or the Contract Documents and the requirements of any governmental entity, whichever specification or provision imposes the greatest obligation on the Contractor shall control and therefore, a conflict will never result in an increase to the Contract Sum. In addition, if the Contractor completes work and it is then determined that there is a conflict which requires the work to be redone, the Contractor is responsible to redo the work in a manner that will eliminate the conflict at no additional charge. 4) If required by code, Contractor must install a silt fence around the property and take the necessary steps to keep dirt from traveling into any drain fields. 5) Contractor must take whatever measures necessary to protect surrounding surfaces and work completed. In the event of damage, the Contractor will be responsible to repair the damage at their cost. Specifically, Contractor must protect the interior floors to remain. 6) Contractor or any subcontractor or material supplier cannot park, drive or store any cars, equipment, or material on top of the drain field of green area shown on page A -1 of the Construction Plans attached hereto as Exhibit "B ". Any damage done to these areas including the drain field underneath, must be repaired at the Contractors cost. 7) Contractor will be allowed to work any hours and any days a week allowed by the regulating governmental bodies. 8) Contractor shall provide adequate man power to maintain the schedule. 9) Work area must be left in a neat, orderly and safe manner throughout the completion of the Scope of Work. Construction debris or trash of any kind shall not be allowed to accumulate & must be immediately placed in dumpsters. Contractor and subcontractors must complete continuous cleaning inside and outside of the work area to ensure that dust and dirt does not accumulate at any time throughout the day. Contractor and subcontractors must complete a thorough cleaning of the work areas at the end of every day. 10) Upon completion, Contractor will provide "as- built" drawings for the project. Contractor must keep onsite and redline a set of plans throughout the project and not attempt to complete the as -built drawings after the fact. 11) Contractor is responsible for securing material and equipment for the job; any stolen or misplaced material or equipment will be the Contractor's responsibility to replace at their cost. 12) In the event of hurricanes or high wind storms the Contractor shall be responsible to "close up" all work in the most secure manner possible as well as secure all material and equipment that is onsite. Contractor shall be responsible for damage from flying equipment and material. II. DETAILED SPECIFICATIONS Page 1 of 5 or EXHIBIT "C" ADDITIONAL SPECIFICATIONS 1) As Contractor's first priority, Contractor must complete any work required to install the new impact glass windows & doors throughout the house. Once this work is complete, Contractor must complete all other work on the exterior of the house and then paint the exterior of the house to bring the house to a visibly appealing and finished condition. 2) Contractor must remove all abandoned wiring, conduit, pipes, etc back to the source both inside and outside of the house. a. GC may reuse the existing electric conduit that is hidden in the walls if/when it provides cost savings. 3) Mechanical, Plumbing & Electric. Contractor must install all new mechanical, plumbing, and electric systems for the house. a. Electric i. Contractor shall install the system so all conduit/wiring is hidden in the walls; there may be 110 exposed conduit/wiring. ii. Contractor may reuse the existing electric conduit that is hidden in the walls if/when it provides for cost savings. iii. Where a J -box for future use is shown, Contractor must run conduit from that location back to the electric panel. Contractor must run the appropriate size wire in the conduit for the future use and leave unconnected on both sides and "safed off'. b. Plumbing i. All water lines are to be CPVC and all sewer lines are to be PVC c. Docks i. Contractor shall install/connect all equipment on both docks including, but not limited to, water spigots, hose bibs, boat lifts, lighting, electrical outlets, etc. ii. If necessary, Contractors electrical subcontractor must apply for the electrical permit to complete this work separately with the dock subcontractor hired by Owner under a separate agreement. 4) Structural a. Contractor must layout the toilets in the master bathroom & new bathroom for bedroom #3 before completing any framing in case they must adjust the wall locations to resolve any conflict between the sewer pipe for the toilet and the precast joist (Contractor must get approval from Owner before moving the wall). Contractor is required to resolve any conflict at no additional charge. Contractor cannot damage the precast joists b. The new HVAC racks must be constructed out of a material that will not rust over time; this includes all mechanical fasteners. 5) Insulation specifications a. Contractor shall install R -30 insulation in all open/exposed ceilings. Insulation must be installed directly to the bottom of the wood deck (no gap between deck and insulation). Contractor cannot damage the roof membrane in anyway while installing the insulation. b. Contractor shall install minimum R -19 blow -in insulation in all ceilings that are not open/exposed. c. Contractor shall install R -5 Styrofoam insulation in all open/exposed perimeter walls. i. All closed/non- exposed walls shall remain as -is d. Contractor shall install R -13 insulation in the walls of both of the closets for the AHU units. In addition, Contractor shall install R -13 insulation in the wall between the master bedroom and the master bedroom. 6) Exterior Raised Wood Deck Specifications a. Construct a new, upland wood deck in same footprint secured to existing concrete beams as follows: i. Framing to be .40, ACQ, marine treated, #1, pressure treated lumber secured with stainless steel hardware, using double thru bolts and double stringer framing system. New wood stringers will be placed on 16" centers maximum to support new decking boards. ii. Decking to be Azek, 1" x 6 ", 100% plastic decking boards secured with stainless steel decking screws. 7) Painting Specifications (All paint must be hand rolled with a fine roller to minimize texture. No paint may be applied by spraying.) a. Interior walls i. 1 coat 253 primer ii. 2 coats 548 Regal Matte b. Interior Baseboards /Casings/Doors Page 2 of 5 EXHIBIT "C" ADDITIONAL SPECIFICATIONS i. 1 coat 217 Fresh start alkyd underbody primer ii. 2 coats 792 Advance Satin Enamel c. Interior Drywall Ceilings i. 2 coats Muresco ceiling paint d. Interior Wood Ceilings (previously painted) i. 1 coat primer Insl -x Stix primer ii. 2 coats Muresco ceiling paint e. Exterior Stucco i. 1 coat 066 masonry primer ii. 2 coats N401 Regal exterior Lo Luster paint f. Exterior Ceiling i. 1 coat Insl -x Aqualock ii. coats N401 Regal exterior Lo Luster paint g. Contractor must work with Owner to obtain a commercial paint warranty (on Owner's pre- negotiated form) from Benjamin Moore on the exterior of the house. 8) Exterior Doors and Windows (All window and doors must meet Miami -Dade NOAs.) a. The NOA's included in the plan are for ECO windows and doors through the front and sides of the house and CGI windows and doors along the rear of the house that face the water. i. Owner will accept a change to these manufactures however Contractor will be responsible for completing the modifications required to the plans and resubmitting for a revision to the permit. i. Notwithstanding, Owner will not accept/consider either Sunshine or ES brand windows. b. The sizes and type of each window and doors is shown on a chart on page A -5; this chart correlates with page A -2. In addition, refer to the elevations on page A -4. i. Owner shall order directly and provide the front doors; Contractor shall install the front doors including all hardware. ii. Contractor shall furnish/utilize all material necessary to complete this project. iii. Contractor shall install all wood bucks /shims as required, as well as all mulls required to complete installation (i.e. 1 "x4" and 2 "x6" steel tubes). 1) Any wood used during installation shall be pre - treated for termites as well as pressure treated. 2) All fasteners used for installation shall be stainless steel. iv. Windows and doors shall have a white frame/finish. v. Contractor shall replace the three (3) skylights in the Den with new skylights that meet Miami - Dade NOAs. vi. Contractor shall either replace the windows above the fire place in living room (shown on plans as existing to remain) with new windows that meet Miami -Dade NOA without reducing the size of the existing glass or install hurricane shutter panels that meet Miami -Dade NOA over these windows. c. Contractor may not allow a middle break/mullion in windows F &G [3 fixed windows along back of house (Den)]. These 3 windows must have an NOA for 40sf or more. d. All triple horizontal windows (window A) shall be split in thirds and XOX. Contractor shall verify the direction all other operable windows will open/close. e. All the horizontal roller windows should have the block removed from the top so that the windows will open 100 %. All of the casement windows should have stops so they do ndt open past 45 degrees. f. Contractor must install all trim in a manner that will hide all screws on the windows /doors. g. If necessary, Contactor shall provide /install new stainless steel thresholds for all the new doors. h. Screens (with a fmish that matches the window frames) shall be installed in all active windows. i. Break Metal: Contractor shall install break metal (with a finish that matches the window frames) to cover all columns between windows (new structural mulls installed as well as existing columns; Page 3 of 5 EXHIBIT "C" ADDITIONAL SPECIFICATIONS specifically the. wood 4x4 columns along the rear of the Den) as well as the header above the windows /doors along the rear of the Den. i. The break metal shall be installed on both the inside and outside of the house. ii. The break metal must be installed in a water tight manner that does not rely on caulk to make it water tight. j. All doors /windows (including hardware) must operate smoothly upon completion. k. All doors /windows must be water tight upon completion. 1. The hardware on the exterior doors should match the hardware on the interior doors (specification provided in plans) with the only exception being that the hardware on the exterior doors will have a split finish (the half of the hardware facing inside shall be chrome and the half of the hardware facing outside shall be brushed nickel). i. Contractor shall install a single cylinder (key on outside only) contemporary dead bolt 8244 on inside and 8244S on outside. ii. All hardware, including hinges, installed must not rust or pit overtime. m. Upon completion, Contractor shall complete all Citizens forms necessary to obtain the credit for having hurricane protection. 8) All finishes to be provided by Contractor must be submitted to Owner for approval in Owners sole discretion before being purchased. a. Only top of the line, best quality products can be used. III. CONTRACTOR RULES 1) A Superintendant employed by Contractor must be exclusively assigned to this project and must be on site at all times when work is in progress. The Superintendant must stay on the job exclusively until substantial completion has been achieved in a manner satisfactory to Owner. 2) A Project Manager employed by Contractor must spend a minimum of 2 hours per day onsite. In addition, the Project Manager must meet the Owner /Owners Representative onsite for weekly meetings. 3) K -Maron Perdue will act as the Superintendant and his phone number is (813) 728 - 4925 /email is kperdue @denmarconstructiongroup.com and Edwige Clark will act as the Project Manager and his phone number is (786) 288 - 1198 /email is Eclark @denmarconstructiongroup.com. The Superintendant or Project Manager cannot be changed by Contractor without the prior written consent of the Owner. Notwithstanding, in the event the Owner is not satisfied with the Superintendant or Project Manager, the Owner will provide the Contractor written notice and Contractor will change the Superintendant and/or the Project Manager within three (3) days with a new employee that is fully informed on the Scope of Work, project details, schedule, and obligations of the Contractor. 4) Any subcontractors must have a foreman onsite at all times when they have workers onsite completing work. 5) All construction personnel shall wear sleeved shirts with the company name and logo, boots, long pants, and, as needed, eye protection, ear protection, and gloves. All construction personnel shall have a professional attitude at all times and shall be courteous to neighbors and Owners guests. No construction personnel shall smoke inside of the House. No construction personnel shall fish off the dock of the House during or after work. Any construction personnel who violate one of the above referenced rules must be immediately removed from the property by Contractor and replaced for the remainder of the project. 6) The Contractor must complete and submit a weekly progress report at the end of the day on Friday of each week via email in a format acceptable to Owner. The report must include information on the work complete during the week with pictures of the work, a list of work planned for the following week, an updated schedule, and a list of any open questions/RFIs. 7) Contractor shall not submit a change order unless the Scope of Work is changed by Owner. a. If a change order is submitted, it shall be submitted on a form acceptable to Owner and there shall be no mark up for overhead and profit. Contractor will be responsible for taking over the permitting process, including paying all remaining permit fees and/or inspection fees necessary to satisfy all governmental and nongovernmental requirements, secure and close out all permits, and obtain a certificate of completion on the project. Page 4 of 5 PP EXHIBIT "C" ADDITIONAL SPECIFICATIONS a. The plans have been submitted to Miami Shores Village, the upfront review fees have been paid, and all departments have completed 2 reviews of the plans. b. In addition, Contractor will be required to run point on any planning board commission meetings required to complete the Scope of Work setforth in the Contract Documents. i. As required Owner will attend these meetings. 9) Contractor must submit a Staging Plan to Owner for approval that shows the requested location of dumpsters, storage containers, staging area, etc. before commencing any work. 10) Contractor is responsible for completing all shop drawings required to obtain the necessary permits /governmental approvals to complete the project. a. Contractor must submit all shop drawings to the Architect/Engineer, Owner, and Owner's Representative for review and approval before submitting them to any outside entity /person. i. Shop Drawings and/or submittals may be required for the following items: structural repairs, RTUs /mechanical, electrical, including switches, gears, and all fixtures, plumbing, all cabinetry, exterior doors and windows, and any other shop drawings required. b. In the event Contractor does not submit professionally completed Shop Drawings in a timely manner, Owner may contract to have the Shop Drawings completed and deduct the cost from the Contract Sum. 11) The Owner and the Owner's Representative are not liable for injury or damage arising out of their approval of reports, opinions, or specifications or out of their giving or for their failure to give instructions or approval. 12) Utilities: a. Contractor must install a temporary power pole and meter and pay their own charges for electric usage. i. Contractor must provide and use generators to power their work until this is completed. b. Contractor must install/obtain a temporary water source for their construction needs. c. Contractor must remove the temporary utility services upon completion of the project. 13) The Contractor must manage the relationship /schedule with FPL, the local gas provider, as well as the water provider to bring/hookup all utilities to the house. This shall include, but not be limited to, the installation of a new transformer by FPL if required and any associated wiring. The Contractor must immediately commence working with the utility companies upon execution of the contract in an effort to make sure the utility companies will not delay their progress. Contractor will be responsible for any delays. a. Contractor must run new underground secondaries (properly sized) from the FPL transformer to the applicable location on the site. 14) The Contractor is responsible for any and all construction related fines. 15) The Contractor will be allowed to place one (1) sign, maximum size 2' x 4', on the site, the location of the sign must be approved by Owner's Representative. This does not include signage on containers, vehicles, or equipment. Contractor must obtain the necessary governmental approval/permit for the job site sign before installation. Page 5 of 5 Mark E. Reardon, Inc. • Architecture • Planning • Construction Management May 20, 2012 Miami Shores Village Building Dept RE: Response to review comments Process # 12 -447 Building 1 Owner to revise. 2 Owner to provide 3 Owner to provide 4 Owner to provide 5 The scope of work at the roof area is to replace some of the exposed covered entry roof rafters that rotted over time. So the architectural plan is meant to refer to this scope of work for the structural. We have added as part of this revision the specification to provide a new roof membrane at the scope of work area. 6 See revised D -1 and A -2 sheet for existing bearing walls and columns. 7 Level of alteration is listed on A -2 notes on the upper left. We clouded the area. 8 This information is now on A -5. The structural engineers scope of work is for the repair of the entry roof rafters and A/C compressor supports. The architectural plans will include the window jamb reinforcing, calculations and window design pressures. 9 Energy calculations added to the plans. 10 Typical wall section is revised to show correct R values. 11 See structural plans for all roof framing information. The typical wall section on the A -5 sheet was incorrect and has been revised. All raaf framing and roof coverings are existing except for the area at the front area that is being repaired. 12 See structural plans for roof sheathing detail for repair area. 13 Design loads have been attached to the plans. The design pressures have been added to the elevations as well. 14 NOA documents have been added to the plans. 15 Secondary means of escape are identified on the plans as "EGRESS" next to window tags. 16 See revised wall section on A -5 for insulation information. 17 all interior bearing walls and columns have been identified on the demolition and construction plan. All bearing elements will remain. Electrical 1 Electrical panel B is relocated on revised E -1 sheet. If you have any questions re this matter, please call me. Sincerely, Mark E. Reardon Florida Architectural Cert # AR 0017521 15790 SW 88th Avenue, Miami, Fl 33157 Ph 786 -573 -0702 Fax 786 -513 -8075 w TAIN- RAMIREZ, INC. CONSULTING ENGINEERS FREDY TAW, 43.E., S.I. uc. No. ewo11 fintrealmanfrezzam 6880 SW 24ST SUITE 207 MIAMI, FL. 38155 CA 27157 PHONE. (305)740 -0908 Miami Shores Village. Building Department 10050 N.E. 2nd Ave Miami Shores, Florida 33138 Reference: Response to Structural Comte Renovations for Puyanic Residence 9258 N Bayshore Dr Miami Shores, Florida. Permit Number: 12 -447 We have reviewed the Building Department Comments sent to us by your office for the project above mentioned and, offer the following answers: Responses: 1. Comment #1: D -1 was done by the Architect, he has revised his sheet to comply. 2. Comment #2: A-4 was done by the Architect, he will specify wind pressures. 3. Comment #3: The architect has revised D -1 to show shoring for opening he is making wider, no other load bearing wall is being removed. 4. Comment #4: Structural scope of work is only replacing the rotten wood framing at the entrance with new members and connections, please see A /S -1, no new load is being imposed to the structure. I personally went to the site and the house has masonry wall all around. 5. Coordination between A -2 and S -1: Our S -1 shows the structural work for the replacement of the roof framing at the entrance, A -2 shows removal of non - bearing interior partitions, nothing structural; no interior structural work is being performed. The only thing that might be structural is the reconfiguration of the window opening at the new master bathroom where the architect is indicating what to do and specifying new tie downs at the sides of the openings. 6. Structural scope of work is only replacing the rotten wood framing at the entrance with new members and connections, please see A /S -1, no new load is being imposed to the structure. 7. We have redesign the steel beams and column using RISC (13th Edition) as requested. The new calculations are being submitted along with this letter. We have also modified section 5/S -2 to indicate a steel pipe for the column in lieu of HSS round tube. 8. New dimensions have been added to detail 6/S -2 to specify edges dimensions. 9. NOAs copies of the connectors are being provided. Please notice that some connectors have been replaced. 10. We have added the suggested note to our drawings. We have also added details 7, 8 & 9 on S -2 for a new A/C unit elevated stand support. Thank you for your review and comments. If you should have any question, please do not hesitate to contact us. TAIN - RAMIREZ, INC 03/g6/2012 14:40 FAX 1 800 685 7630 DATA SCAN FIELD SERVICES 0003/003 Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. R. 12-" 11- 7 Job Name u. ou�sc- Date 3 111j2 STRUCTURAL CRITIQUE . SHEET 9 or." 3> P6 CZEN"T i } "D'E-1 °LA' iris I 9 o Nt .44-44, o (' 6 c.t ri 1n1 CW S`7 P S S t: {i.,. eS -Paz- N e W iP-73 10 PRo t'v s 045 1'„ D G M c �'S.(.f f. 0 ,'p, 6 e #R' r-✓ j / c' I4 t..0 w f LL PA v E C ? t °es 1'= 7Z r•5 �'t iu ' - (2 °"15' Pz4-7,1 �_1 -2 kt. u--- fir✓ ez--o RD, 1-'4 -rep - CI+ eC -tr., 'CO v ey c.- E7, f-51 erl5* gip-0 tike {-pg. ii nnw7- 3,40L. G� . Yl vSC - t s c (1)11"' -h )- io v . Si Cj w slaoc ro i..- S jE -6-L. PEP- fee (2.0e,4)- ! ?4'c; (F- el, 6e- vt-5-011,1 C i 75% -2 . 61 P�2•,1t0�' co (7ti+:$ {r t'.iv4 tf� // cosN�:t.TO ) F beA-v go R.6 M41- 6-0 c.-rS E co N tJ e Gn' Z> ' t V �, (`J e (F N_'OT gpec:t 4 +e-vu 1 Jt5 1 uJ Permit No: 12 -447 Job Name: June 29, 2012 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 2nd *(The permit application submitted does not match the work shown on the plans. Provide a completed substantial improvement verification worksheet. The work sheet must include all work proposed. .-8) Provide a detailed contract including a list of all fixtures and finishes and the respective ost. Provide all permit applications prior to any further review.This to include mechanical, electrical, plumbing, roofing, driveway ect. 5) Provide product approvals that have been reviewed and signed approved by the designer of record. STOPPED REVIEW Plan review is not complete, when all itemsabove 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 3- mss - ovco Permit No: I Job Name: - 4'17 Miami Shores Vuiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: MECHANICAL Critique Sheet W1)1, utiAt 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. Review Complete by: Jan Pierre Perez Chief Mechanical Inspector 786 - 412 -5318 07/02/2012 10:38 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Z001 ********************* **$ TX REPORT **$ ********************* TRANSMISSION OK TX/RX NO 2702 RECIPIENT ADDRESS 93053650800 DESTINATION ID ST. TIME 07/02 10:38 TIME USE 00'40 PAGES SENT 2 RESULT OK Permit No: 12-447 Job Name: June 29, 2012 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 2nd 1) The permit application submitted does not match the work shown on the plans. 2) Provide a completed substantial improvement verification worksheet. The work sheet must include all work proposed. 3) Provide a detailed contract including a list of all fixtures and finishes and the respective cost. 4) Provide all permit applications prior to any further review.This to include mechanical, electrical, plumbing, roofing, driveway ect. 5) Provide product approvals that have been reviewed and signed approved by the designer of record. STOPPED REVIEW Plan review is not complete, when all itemsabove 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 3,05- OVCO Miami Shores Viiiage Building Department RECEIPT PERMIT #: - t 2 - Lt 1 1, AP 1712-V fio'ril./''� DATE: l 12— Miami z— 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 rii.contractor ❑ Owner ❑ Architect i Picked up 2 sets of plans and (other) Address: qZ Po 547-6 17/i46Lu From the building department on this date in order to have corrections done to plans And /or get County stamps. l understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: O RESUBMITTED DATE: 10 25 PERMIT CLERK INITIAL: ea{g Skvv40,( Cya)c'S Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: IF °�C.,- ]17 DATE: (, i Z 4M2'c &t7/' ontractor l` laA C_ r�wner Architect Picked up 2 sets of plans and (other) 2 7 crz FLAN "t3 Address: 92 5GI U• I c'fSrk> ' 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: PERMIT CLERK INITIAL: Permit No: 12-447 Job Name: March 23, 2012 ti 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 The permit application submitted does not match the work shown on the plans. Provide a completed substantial improvement verification worksheet. The work sheet must include all work proposed. Provide a detailed contract including a list of all fixtures and finishes and the respective . cost. ) Provide all permit applications prior to any further review.This to include mechanical, ti electrical, plumbing, roofing, driveway ect. eSheet A -3 does not match the structural plans. What is being done? Identify all interior bearing walls and all columns supporting the structure. piIdentify the level of alteration per FBC Ex. Provide a detail for the new filled cells and the masonry hfill. Note 11 states that it is on A -5 but it is not there. The detail should be part of the structural plans. rovide energy calculations. e1 R -5 is the minimum r -value for masonry exterior walls. 1. ) The roof framing plan must include all loads (gravity, uplift) at each member, The required connectors and its capacity and product approval. rovide a roof sheathing detail. rovide design wind loads for all altered openings. Provide product approvals that have been reviewed and signed approved by the designer of record. Identify the secondary means of escape from each sleepingroom. dentify the required attic ventilation. Provide an interior bearing wall detail if required. If there are no interior bearing walls please note that on the plans. STOPPED REVIEW 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 rfei) 14Qi Permit No: 12- Job Name: Date: Miami Shores Village Building Department ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 .ice eZ .BFI 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. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector cep Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. R C- 12- it I Job Name f Ltj� C- Date 5 � f 2 STRUCTURAL CRITIQUE SHEET V () 1/16. D r' F P 6 fee 1.-J-f .Ctirce ti t - t2 1> t o t.Y "e 0-Ni cdv(V 4# -r co n/S ow 4 -4 , D PR- ESSuR -E3 –Pp N v-o lecciki ,-Nc2-c.Lrs 't17 V JvhtC Po ri)e M o s4{ 2 o 4D 6 eppirv9 e M U UJ A-LZ P-oWDe stto re-fn/ q 32P-O I- iv 3- if Piece va:0>' Ci0 pCes e+ Esc p -5-rl' JC' - (��}f`i )� N5 pzikv 8 -1 -2 titer- GC CD- b (iv a k t - F . cArc fi vC63 vdco ©-F ex rs-ti N 5' S 1 ( 2 4 ) - -fvt2 A-v0 -7ro74 6o use .I 1f0 De 1-c N Glavc -cd sleet. PER 8cCCo0J 9Pccc -1 :v G c v- t'sT+t -0 ces e t•r 6 /s -2- • ei Alto£ c-ok•cS mot= Nvis eon/ .ecTo ° b) Crafts >✓ Sv�.g Tit 4-r 8-0 L7 e Go c� ec� €.r� �v 60 14 e (Le -r J (F. o? gPec'FY 1z Too 5 c . z i w .' Lo clef. 03/26/2012 14:40 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES * * * * * * * ** * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * ** * * * * * ** TRANSMISSION OK TX /R% NO 2390 RECIPIENT ADDRESS 93053650800 DESTINATION ID ST. TIME 03/26 14:39 TIME USE 00'34 PAGES SENT 3 RESULT OK Permit No: 12-447 Job Name: March 23, 2012 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) The permit application submitted does not match the work shown on the plans. 2) Provide a completed substantial improvement verification worksheet. The work sheet must include all work proposed. 3) Provide a detailed contract including a list of all fixtures and finishes and the respective cost. 4) Provide all permit applications prior to any further review.This to include mechanical, electrical, plumbing, roofing, driveway ect. 5) Sheet A -3 does not match the structural plans. What is being done? 6) Identify all interior bearing walls and all columns supporting the structure. 7) Identify the level of alteration per FBC Ex. 8) Provide a detail for the new filled cells and the masonry hfill. Note 11 states that it is on A -5 but it is not there. The detail should be part of the structural plans. 9) Provide energy calculations. 10) R -5 is the minimum r -value for masonry exterior walls. 11) The roof framing plan must include all loads (gravity, uplift) at each member, The required connectors and its capacity and product approval. 12) Provide a roof sheathing detail. 13) Provide design wind loads for all altered openings. 14) Provide product approvals that have been reviewed and signed approved by the designer of record. 15) Identify the secondary means of escape from each sleepingroom. 16) Identify the required attic ventilation. 17) Provide an interior bearing wall detail if required. If there are no interior bearing walls please note that on the plans. � � w CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy) of the Contract must be attached) PROPERTY OWNER Da v' V vyo` p * C, PERMIT # g� /�� r /� Lj- ADDRESS: 9)S �l J v . 67 ore t2- v e. FOLIO NUMBER: FLOOD ZONE: :.— BASE FLOOD ELEVATION: / / FREEBOARD: EAST OF FL.CCCL: /V0 COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: 6d 000 (ATTACH COPY OF CONTRACT) BO I t—De N w+.47u.4)e— h t 3j— TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): X60 00C) VALUE OF PRINCIPAL STRUC e (attacippraisal): 6 3 0 0 0 OWNERS SIGNATURE: DATE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 ,, ► - Miami -Dade My Home My Home tiarrti a de. Q v. Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Folio No.: 11- 3205 -Q27 -0580 Property: 9259 N BAYSHORE DR Mailing RAMIRO DEL AMO Address: 1 Living Units: P 0 BOX 402524 MIAMI Adj Sq Footage: BEACH FL Lot Size: 33140 -0524 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 5/4 Floors: 1 Living Units: 1 Adj Sq Footage: 3,738 Lot Size: 13,861 SQ FT Year Built: 1955 $0/ $1,255,333 BAY LURE PB 44 -63 City: LOT 5 BLK 4 LOT SIZE Legal 83.000 X 167 OR 16257 - Description: 1016 0294 1 COC School Board: 25218 -1112 12 2006 1 $0/ $1,300,035 OR 25218 -1112 1206 00 Assessment Information: Year: 2011 2010 Land Value: $792,267 $834,013 Building Value: $463,066 $466,022 Market Value: $1,255,333 $1,300,035 Assessed Value: $1,255,333 $1,300,035 Taxable Value Information: Year: 2011 2010 =AM Applied Applied Taxing Authority: Exemption Exemption Taxable / Descri.tion: Value: Value: Regional: $0/ $1,255,333 $0/ $1,300,035 County: $0/ $1,255,333 $0/ $1,300,035 City: $0/ $0/ $1,255,333 $1,300,035 School Board: $0/ $1,255,333 $0/ $1,300,035 Sale Information: - e®- 12/2006 ■• 2,000,000 =AM MOITIEBEIMMI Sales Qualification Sales which are qualified Descri.tion: Vi -w A.dition.l -1- Additional Information: Page 1 of 2 Aerial Photography - 2009 My Home 1 Property Information 1 Propertv Taxes 1 My Neighborhood 1 property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer 117 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property ."/ Street es Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /MyHome /propmap.asp 3/14/2012 FORM 405 -10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING Florida Department of Business and Professional Regulation - Residential CONSTRUCTION Performance Method P t e 92yar c Residence Y orth 1 " , Sta , rp • .; Mi i hores .' n ' Puyanic� D L ation• Mr r t-, Builder Name: `1 C- f�' �J i Bayshore Drive Permit Office: nM �.. L0 �� , FL , Permit Number: ! 1` Jurisdiction: 1 eL - 1../ Li 3l 6 c 1 . stki do r ting. av,, 1 \od 2 '� gl- ilyUr mu tiple family / t .- 3. N ' .et of unite, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area above grade Conditioned floor area below grade 7. Windows (567.4 sqft.) Description a. U- Factor: S I Existing (Projected k Single- family 1 4 No (ft2) 3515' (ft2) 0 Area U =1.05 567.39 ft2 9. W Types (3303.0 sqft.) a. Concrete Block - Int Insul, Exterior b. Interior Wall, Interior c. N/A d. N/A 10. Ceiling Types (3515.0 sqft.) a. Roof Deck (Unvented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: AHU1 b. Sup: Attic, Ret: Attic, AH: AHU2 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a Electric Strip Heat b. Electric Strip Heat 14. Hot water systems a Propane Tankless b. Conservation features None 15. Credits Insulation Area '•---R=4.1 2961.00 ft2 R =0.0 342.00 ft2 R= ft2 R= ft2 Insulation Area "' R=19.0 3515.00 ft2 R= ft2 R= ft 2 R ft 6 400 6 400 kBtu/hr Efficiency 60.0 SEER:15.00 36.0 SEER:16.00 kBtu/hr Efficiency 32.0 COP:1.00 28.0 COP:1.00 Cap: 1 gal EF: 1..043 043 Pstat SHGC: SHGC =0. 0 b. U- Factor: ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 2.667 ft. Area Weighted Average SHGC: 0.500 8. Floor Types (3515.0 sqft.) Insulation Area a Slab -On -Grade Edge Insulation R =0.0 3515.00 ft2 b. N/A R= ft2 c. N/A R= ft2 Glass/Floor Area: 0.161 Total Proposed Modified Loads: 74.16 Total Standard Reference Loads: 96.18 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY �rrr // ' Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL f^�° 0, vow sf, ��, `r ur, DATE* /0-- / / ®/4 "4 ; t va 'RK �0 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT. DATE: DATE: //-5.:4:9 - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 10/8/2012 10:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 10/8/2012 1 0:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New /Existing: Comment: Puyanic Residence Bedrooms: 4 User Conditioned Area: 3515 Puyanic Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Single- family Existing (Projected) Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 9259 North Bayshore Dri County: Miami -Dade City, State, Zip: Miami Shores , FL , CLIMATE / IECC Design Temp V Design Location TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 2 Block1 2085 18765 Block2 1430 12870 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 2 AHU1 2085 18765 Yes 5 AHU2 1430 12870 No 4 1 3 1 Yes Yes Yes 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation AHU1 215 ft 0 -On -Grade Edge Insulation AHU2 195 ft 0 2085 ft2 1430 ft2 - - -- 0 0 1 - - -- 0 0 1 2 Slab ROOF V/ # Roof Gable Roof Type Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Flat Composition shingles 3527 ft2 148 ft2 Medium 0.65 No 0.9 No 19 4.8 ATTIC / V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 3515 ft2 N N 10/8/2012 1 0:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 10/8/2012 10:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3of6 CEILING V# Ceiling Type Space R -Value Area Framing Frac Truss Type 1 2 Under Attic (Unvented) Under Attic ( Unvented) AHU1 AHU2 19 19 2085 1430 ft2 ft2 0.11 0.11 Wood Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V # nmt To Wall TypP Space R- vali,a Ft !r_ Ft In Area R -VaIuP Fraction Absor Gracie% 1 N Exterior Concrete Block - Int Insul AHU1 4.1 65 6 9 589.5 ft2 0 0.75 0 2 S Exterior Concrete Block - Int Insul AHU1 4.1 26 2 9 235.5 ft2 0 0.75 0 3 E Exterior Concrete Block - Int Insul AHU1 4.1 45 0 9 405 ft2 0 0.75 0 4 W Exterior Concrete Block - Int Insul AHU1 4.1 40 8 9 366 ft2 0 0.75 0 5 N Exterior Concrete Block - Int Insul AHU2 4.1 34 3 9 308.25 ft2 0 0.75 0 6 S Exterior Concrete Block - Int Insul AHU2 4.1 76 8 9 690 ft2 0 0.75 0 7 E Exterior Concrete Block - Int Insul AHU2 4.1 18 1 9 162.75 ft2 0 0.75 0 8 W Exterior Concrete Block - Int Insul AHU2 4.1 22 8 9 204 ft2 0 0.75 0 9 W AHU1 Interior Wall AHU2 0 38 0 9 342 ft2 0 0 0.75 0 DOORS # Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated AHU1 None 0.4 6 7 6 45 ft2 2 E Insulated AHU1 None 0.4 6 7 6 45 ft2 3 W Insulated AHU1 None 0.4 6 7 6 45 ft2 4 E Insulated AHU1 None 0.4 6 7 6 45 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U- Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Clear) Yes 1.05 0.5 17.47222 2 ft 8 in 1 ft 0 in Drapes /blinds None 2 N 1 Metal Single (Clear) Yes 1.05 0.5 26.20833 2 ft 8 in 1 ft 0 in Drapes /blinds None 3 N 1 Metal Single (Clear) Yes 1.05 0.5 25.76388 2 ft 8 in 1 ft 0 in Drapes /blinds None 4 S 2 Metal Single (Clear) Yes 1.05 0.5 17.47222 2 ft 8 in 1 ft 0 in Drapes /blinds None 5 S 2 Metal Single (Clear) Yes 1.05 0.5 4.722222 2 ft 8 in 1 ft 0 in Drapes /blinds None 6 E 3 Metal Single (Clear) Yes 1.05 0.5 105 ft2 2 ft 8 in 1 ft 0 in Drapes /blinds None 7 E 3 Metal Single (Clear) Yes 1.05 0.5 56 ft2 2 ft 8 in 1 ft 0 in Drapes /blinds None 8 E 3 Metal Single (Clear) Yes 1.05 0.5 23 ft2 2 ft 8 in 1 ft 0 in Drapes /blinds None 9 W 4 Metal Single (Clear) Yes 1.05 0.5 12.27777 2 ft 8 in 1 ft 0 in Drapes /blinds None 10 W 4 Metal Single (Clear) Yes 1.05 0.5 8.5 ft2 2 ft 8 in 1 ft 0 in Drapes /blinds None 11 W 4 Metal Single (Clear) Yes 1.05 0.5 58.58333 2 ft 8 in 1 ft 0 in Drapes /blinds None 12 N 5 Metal Single (Clear) Yes 1.05 0.5 35.97222 2 ft 8 in 1 ft 0 in Drapes /blinds None 13 S 6 Metal Single (Clear) Yes 1.05 0.5 78.62500 2 ft 8 in 1 ft 0 in Drapes /blinds None 14 S 6 Metal Single (Clear) Yes 1.05 0.5 8.5 ft2 2 ft 8 in 1 ft 0 in Drapes /blinds None 15 S 6 Metal Single (Clear) Yes 1.05 0.5 17.47222 2 ft 8 in 1 ft 0 in Drapes /blinds None 16 S 6 Metal Single (Clear) Yes 1.05 0.5 5 ft2 2 ft 8 in 1 ft 0 in Drapes /blinds None 17 E 7 Metal Single (Clear) Yes 1.05 0.5 49.11111 2 ft 8 in 1 ft 0 in Drapes /blinds None 10/8/2012 10:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3of6 10/8/2012 10:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 WINDOWS Orientation shown is the entered, Proposed orientation. / V Wall # Ornt ID Frame Panes NFRC U- Factor SHGC Overhang Area Depth Separation Int Shade Screening 18 W 8 Metal Single (Clear) 19 W 8 Metal Single (Clear) Yes Yes 1.05 0.5 1.05 0.5 5.666666 2 ft 8 in 1 ft 0 in Drapes /blinds 12.04166 2 ft 8 in 1 ft 0 in Drapes /blinds None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 4609.95 253.080 475.954 0.34500 8.74338 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat 2 Electric Strip Heat None None COP: 1 COP: 1 32 kBtu /hr 1 28 kBtu /hr 2 sys #1 sys #2 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit 2 Central Unit Split Split SEER: 15 SEER: 16 60 kBtu /hr 1800 cfm 0.75 1 36 kBtu /hr 1080 cfm 0.75 2 sys #1 sys #2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.96 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM ✓ FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V/ Supply # Location R -Value Area Return - - -- Location Area Leakage Type Air Percent Handler CFM 25 Leakage QN RLF HVAC # Heat Cool 1 Attic 6 400 ft2 2 Attic 6 400 ft2 Attic Attic 50 ft2 Default Leakage 50 ft2 Default Leakage AHU1 (Default) c(Default) % AHU2 (Default) c(Default) % 1 1 2 2 10/8/2012 10:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 10/8/2012 10:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr May X Jun X Jul X Aug X Sep Oct Nov Dec Heating X Jan X Feb X Mar A r Ma € 1 [ 1 Jun Jul [ 1 Au [ Se [ €X Oct X Nov X1 Dec Venting Jan Feb X' Mar rX Apr May Jun Jul Aug Sep Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (W D) 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 10/8/2012 10:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405 -10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 9259 North Bayshore Drive Miami Shores, FL, PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm /sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the Toad. t/ Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Building framing cavities shall not be used as supply ducts. >J Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. IV Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make -up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. i> /" Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor- retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site- recovered energy. Off /timer switch required. Gas heaters minimum thermal efficiency =78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. �� Cooling /heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings /knee walls 405.2.1 R -19 space permitting. 10/8/2012 10:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 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" Description a. U- Factor: Sgl, U =1.05 SHGC: SHGC =0.50 b. U- Factor: N/A SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9259 North Bayshore Drive, Miami Shores, FL, Existing (Projected Single- family 1 4 No 3515 Insulation R =0.0 R- R= Area 567.39 ft2 ft2 ft2 ft2 2.667 ft. 0.500 Area 3515.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Interior Wall, Interior c. N/A d. N/A 10. Ceiling Types a. Roof Deck (Unvented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: AHU1 b. Sup: Attic, Ret: Attic, AH: AHU2 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Strip Heat b. Electric Strip Heat 14. Hot water systems a. Propane 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: Insulation R =4.1 R =0.0 R= R= Insulation R =19.0 R= R= Area 2961.00 ft2 342.00 ft2 ft2 ft2 Area 3515.00 ft2 ft2 ft2 R ft2 6 400 6 400 kBtu /hr Efficiency 60.0 SEER:15.00 36.0 SEER:16.00 kBtu /hr Efficiency 32.0 COP:1.00 28.0 COP:1.00 Cap: 1 gallons EF: 0.96 Pstat "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638 -1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary Puyanic 9259 North Bayshore Drive Miami Shores, FL Project Title: Puyanic Residence 10/7/2012 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58qr.) Load Winter design temperature(MJ8 99 %) 50 F Summer design temperature(MJ8 99 %) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating Toad calculation 45209 Btuh Total cooling Toad calculation 84600 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 132.7 60000 Sensible (SHR = 0.75) 103.3 72000 Duct loss Btuh 8724 Latent 160.8 24000 Total sensible gain 45209 Btuh Total 113.5 96000 WINTER CALCULATIONS Winter Heating Load for 3515 soft Load component Load Load Window total 567 sqft Window total 567 sqft 10553 Btuh Wall total 2556 sqft 6607 Btuh Door total 180 sqft 1440 Btuh Ceiling total 3515 sqft 1807 Btuh Floor total See detail report 9676 Btuh Infiltration 291 cfm 6402 Btuh Duct loss Btuh 8724 Btuh Subtotal Total sensible gain 45209 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh 45209 Btuh Summer Cooling Load for 3515 soft Foors(21 %) SUMMER CALCULATIONS Load component Load Window total 567 sqft 18177 Btuh Wall total 2556 sqft 4955 Btuh Door total 180 sqft 2160 Btuh Ceiling total 3515 sqft 1970 Btuh Floor total 0 Btuh Infiltration 218 cfm 3601 Btuh Internal gain 30820 Btuh Duct gain 7988 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 69670 Btuh Latent gain(ducts) 2123 Btuh Latent gain(infiltration) 8607 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal /occupants /other) 4200 Btuh Total latent gain 14930 Btuh TOTAL HEAT GAIN 84600 Btuh 8th Edition Doctst12 ): EnergyGauge® System Sizing PREPARED BY: DATE: EnergyGauge A0 / USRFZB v3.0 Puyanic 9259 North Bayshore Drive Miami Shores, FL Reference City: Miami, FL Sty -o pone Project Title: Puyanic Residence 10/7/2012 Temperature Difference: 15.0F(MJ8 99 %) Humidity difference: 58gr. Component Loads for Room #1: AHU1 Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded Shaded HTM Unshaded Load 1 2 3 4 5 6 7 8 9 10 11 1 NFRC 0.50, 0.93 B -L No N 1 NFRC 0.50, 0.93 B -L No N 1 NFRC 0.50, 0.93 B -L No N 1 NFRC 0.50, 0.93 B -L No S 1 NFRC 0.50, 0.93 B -L No S 1 NFRC 0.50, 0.93 B -L No E 1 NFRC 0.50, 0.93 B -L No E 1 NFRC 0.50, 0.93 B -L No E 1 NFRC 0.50, 0.93 B -L No W 1 NFRC 0.50, 0.93 B -L No W 1 NFRC 0.50, 0.93 B -L No W Window Total 2.7ft. 2.7ft. 2.7ft. 2.7ft. 2.7ft. 2.7ft. 2.7ft. 2.7ft. 2.7ft. 2.7ft. 2.7ft. 1.Oft. 1.0ft. 1.Oft. 1.0ft. 1.Oft. 1.0ft. 1.Oft. 1.Oft. 1.0ft. 1.Oft. 1.Oft. 17.5 0.0 17.5 26.2 0.0 26.2 25.8 0.0 25.8 17.5 17.5 0.0 4.7 4.7 0.0 105.0 18.2 86.8 56.0 9.7 46.3 23.0 7.3 15.7 12.3 2.6 9.6 8.5 3.6 4.9 58.6 11.5 47.1 355 (sqft) 19 19 19 19 19 19 19 19 19 19 19 19 19 19 21 21 47 47 47 47 47 47 337 Btuh 505 Btuh 496 Btuh 337 Btuh 91 Btuh 4451 Btuh 2374 Btuh 883 Btuh 506 Btuh 300 Btuh 2445 Btuh 12723 Btuh Walls 1 2 3 4 Type U -Value R -Value Area(sqft) Cav /Sheath Concrete BIk,Hollow - Ext 0.15 4.1/0.0 520.1 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 213.3 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 131.0 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 241.6 Wall Total 1106 (sqft) HTM 2.2 2.2 2.2 2.2 Load 1164 Btuh 477 Btuh 293 Btuh 541 Btuh 2476 Btuh Doors 1 2 3 Type Insulated - Exterior Insulated - Exterior Insulated - Exterior Door Total Area (sqft) 45.0 45.0 45.0 135 (sqft) HTM 12.0 12.0 12.0 Load 540 Btuh 540 Btuh 540 Btuh 1620 Btuh Ceilings 1 2 Type /Color /Surface U -Value Cath /Sngl Assem /Light/Shingle 0.026 Cath /Sngl Assem /Light/Shingle 0.026 Ceiling Total R -Value Area(sqft) 19.0/19.0 2085.0 19.0/19.0 1430.0 3515 (sqft) HTM 0.56 0.56 Load 1168 Btuh 801 Btuh 1970 Btuh Floors 1 Type Slab On Grade Floor Total R -Value Size HTM 0.0 2085 (ft- perimeter) 0.0 2085.0 (sqft) Load 0 Btuh 0 Btuh Zone Envelope Subtotal: 18789 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio Natural 0.41 18765 0.50 CFM= 109.1 Load 1799 Btuh Internal gain Occupants Btuh /occupant 5 X 230 + Appliance 28750 Load 29900 Btuh Sensible Envelope Load: 50488 Btuh Duct load Average sealed, Supply(R6.0- Attic), Return(R6.0- Attic) (DGM of 0.079) 4009 Btuh Sensible Zone Load 54497 Btuh EnergyGauge®/ USRFZB v3.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Puyanic 9259 North Bayshore Drive Miami Shores, FL Project Title: Climate:FL_MIAMI_INTL_AP Puyanic Residence 10/7/2012 Component Loads 0 Room 2: AHU2 .' Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt 2.7ft. 1.0ft. 2.7ft. 1.0ft. 2.7ft. 1.0ft. 2.7ft. 1.0ft. 2.7ft. 1.0ft. 2.7ft. 1.0ft. 2.7ft. 1.Oft. 2.7ft. 1.0ft. Window Area(sgft) Gross Shaded Unshaded 36.0 0.0 36.0 78.6 78.6 0.0 8.5 8.5 0.0 17.5 17.5 0.0 5.0 5.0 0.0 49.1 10.5 38.6 5.7 2.4 3.2 12.0 5.2 6.9 212 (sqft) Shaded 19 19 19 19 19 19 19 19 HTM Unshaded 19 21 21 21 21 47 47 47 Load 693 Btuh 1514 Btuh 164 Btuh 337 Btuh 96 Btuh 2026 Btuh 200 Btuh 425 Btuh 5454 Btuh 12 13 14 15 16 17 18 19 1 NFRC 0.50, 0.93 B -L No N 1 NFRC 0.50, 0.93 B -L No S 1 NFRC 0.50, 0.93 B -L No S 1 NFRC 0.50, 0.93 B -L No S 1 NFRC 0.50, 0.93 B -L No S 1 NFRC 0.50, 0.93 B -L No E 1 NFRC 0.50, 0.93 B -L No W 1 NFRC 0.50, 0.93 B -L No W Window Total Walls 5 6 7 8 9 Type U -Value R -Value Area(sqft) Cav /Sheath Concrete BIk,Hollow - Ext 0.15 4.1/0.0 272.3 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 580.4 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 68.6 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 186.3 - Int 0.15 0.0/0.0 342.0 Wall Total 1450 (sqft) HTM 2.2 2.2 2.2 2.2 0.0 Load 609 Btuh 1299 Btuh 154 Btuh 417 Btuh 0 Btuh 2479 Btuh Doors 4 Type Insulated - Exterior Door Total Area (sqft) 45.0 45 (sqft) HTM 12.0 Load 540 Btuh 540 Btuh Floors 2 Type Slab On Grade Floor Total R -Value Size HTM 0.0 1430 (ft- perimeter) 0.0 1430.0 (sqft) Load 0 Btuh 0 Btuh Zone Envelope Subtotal: 8473 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio Natural 0.41 12870 0.50 CFM= 109.2 Load 1802 Btuh Internal gain Occupants Btuh /occupant 4 X 230 + Appliance 0 Load 920 Btuh Sensible Envelope Load: 11195 Btuh Duct load Average sealed, Supply(R6.0- Attic), Return(R6.0- Attic) (DGM of 0.355) 3978 Btuh Sensible Zone Load 15173 Btuh EnergyGauge® / USRFZB v3.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Puyanic Project Title: Climate:FL_MIAMI_INTL_AP 9259 North Bayshore Drive Puyanic Residence Miami Shores, FL 10/7/2012 EnergyGauge® / USRFZB x/3.0 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Puyanic 9259 North Bayshore Drive Miami Shores, FL Project Title: Climate:FL_MIAMI_INTL_AP Puyanic Residence 10/7/2012 SYSTEM GROUPS (BLOCK LOADS) Cooling Loads For System(s): 1 Serving Zones: 1 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.079) Sensible ventilation Zone Sensible gain Latent infiltration /ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block load 50488 Btuh 0 Btuh 4009 Btuh 0 Btuh 54497 Btuh 4300 Btuh 1054 Btuh 1000 Btuh 1200 Btuh 62051 Btuh Cooling Loads For System(s): 2 Serving Zones: 2 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.355) Sensible ventilation Zone Sensible gain Latent infiltration /ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block load 11195 Btuh 0 Btuh 3978 Btuh 0 Btuh 15173 Btuh 4307 Btuh 1069 Btuh 800 Btuh 1200 Btuh 22549 Btuh EnergyGauge® / USRFZB v3.0 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP Puyanic Residence Puyanic 9259 North Bayshore Drive Miami Shores, FL 10/7/2012 WHOLE HOUSE TOTALS Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (9.0 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 61683 Btuh 7988 Btuh 69670 Btuh 0 Btuh 0 Btuh 69670 Btuh 8607 Btuh 0 Btuh 2123 Btuh 1800 Btuh 2400 Btuh 14930 Btuh 84600 Btuh EQUIPMENT 1. Central Unit 2. Central Unit Rheem #RAPM -060 Rheem #RAPM -036 60000 Btuh 36000 Btuh `Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U- Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or HaIf(Y )) (Ornt - compass orientation) Version 8 EnergyGauge®/ USRFZB v3.0 Page 5 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Puyanic 9259 North Bayshore Drive Miami Shores, FL Project Title: Puyanic Residence Building Type: User 10/7/2012 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99 %) Component Loads for Room :' AHU1 Window Panes /Type Frame U Orientation Area(sqft) X HTM= Load N CO d' L() CO I- 00 (3) 1, NFRC 0.50 Metal 0.93 N 17.5 18.6 1, NFRC 0.50 Metal 0.93 N 26.2 18.6 1, NFRC 0.50 Metal 0.93 N 25.8 18.6 1, NFRC 0.50 Metal 0.93 S 17.5 18.6 1, NFRC 0.50 Metal 0.93 S 4.7 18.6 1, NFRC 0.50 Metal 0.93 E 105.0 18.6 1, NFRC 0.50 Metal 0.93 E 56.0 18.6 1, NFRC 0.50 Metal 0.93 E 23.0 18.6 1, NFRC 0.50 Metal 0.93 W 12.3 18.6 1, NFRC 0.50 Metal 0.93 W 8.5 18.6 1, NFRC 0.50 Metal 0.93 W 58.6 18.6 Window Total 355.0(sgft) 325 Btuh 487 Btuh 479 Btuh 325 Btuh 88 Btuh 1953 Btuh 1042 Btuh 428 Btuh 228 Btuh 158 Btuh 1090 Btuh 6603 Btuh Walls 1 2 3 4 Type Ornt. Ueff. R -Value Area X HTM= (Cav /Sh) Conc BIk,Hollow - Ext (0.149) 4.1/0.0 520 2.98 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 213 2.98 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 131 2.98 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 242 2.98 Wall Total 1106(sgft) Load 1552 Btuh 637 Btuh 391 Btuh 721 Btuh 3301 Btuh Doors 1 2 3 Type Storm Ueff. Area X HTM= Insulated - Exterior, n (0.400) 45 8.0 Insulated - Exterior, n (0.400) 45 8.0 Insulated - Exterior, n (0.400) 45 8.0 Door Total 135(sgft) Load 360 Btuh 360 Btuh 360 Btuh 1080Btuh Ceilings 1 2 Type /Color /Surface Ueff. R -Value Area X HTM= Cathedral /UShing (0.026) 19.0/19.0 2085 0.5 Cathedral /UShing (0.026) 19.0/19.0 1430 0.5 Ceiling Total 3515(soft) Load 1072 Btuh 735 Btuh 1807Btuh Floors 1 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 215.0 ft(perim.) 23.6 Floor Total 2085 soft Load 5074 Btuh 5074 Btuh Room Envelope Subtotal: 17865 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.55 18765 0.50 145.4 3198 Btuh Duct load Average sealed, Supply(R6.0- Attic), Return(R6.0 -Attic) (DLM of 0.206) 4338 Btuh Room #1 Sensible Room Subtotal 25402 Btuh EnergyGauge® / USRFZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Puyanic 9259 North Bayshore Drive Miami Shores, FL Project Title: Puyanic Residence Building Type: User 10/7/2012 Compon nt' Loads! for Room #2: AHU2 Window Panes /Type Frame U Orientation Area(sqft) X HTM= Load 12 13 14 15 16 17 18 19 1, NFRC 0.50 Metal 0.93 N 36.0 18.6 1, NFRC 0.50 Metal 0.93 S 78.6 18.6 1, NFRC 0.50 Metal 0.93 S 8.5 18.6 1, NFRC 0.50 Metal 0.93 S 17.5 18.6 1, NFRC 0.50 Metal 0.93 S 5.0 18.6 1, NFRC 0.50 Metal 0.93 E 49.1 18.6 1, NFRC 0.50 Metal 0.93 W 5.7 18.6 1, NFRC 0.50 Metal 0.93 W 12.0 18.6 Window Total 212.4(sqft) 669 Btuh 1462 Btuh 158 Btuh 325 Btuh 93 Btuh 913 Btuh 105 Btuh 224 Btuh 3950 Btuh Walls 5 6 7 8 9 Type Ornt. Ueff. R -Value Area X HTM= (Cav /Sh) Conc BIk,Hollow - Ext (0.149) 4.1/0.0 272 2.98 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 580 2.98 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 69 2.98 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 186 2.98 - Int (0.149) 0.0/0.0 342 0.00 Wall Total 1450(sgft) Load 813 Btuh 1732 Btuh 205 Btuh 556 Btuh 0 Btuh 3306 Btuh Doors 4 Type Storm Ueff. Area X HTM= Insulated - Exterior, n (0.400) 45 8.0 Door Total 45(sgft) Load 360 Btuh 360Btuh Floors 2 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 195.0 ft(perim.) 23.6 Floor Total 1430 sqft Load 4602 Btuh 4602 Btuh Room Envelope Subtotal: 12218 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.55 12870 0.50 145.6 3203 Btuh Duct Toad Average sealed, Supply(R6.0- Attic), Return(R6.0- Attic) (DLM of 0.284) 4386 Btuh Room #2 Sensible Room Subtotal 19807 Btuh SYSTEM GROUPS (BLOCK LOADS EnergyGauge® / USRFZB v3.0 Page 2 Manual J Residential Load Puyanic 9259 North Bayshore Drive Miami Shores, FL Winter Calculations - Component Details (continued) Project Title: Puyanic Residence Building Type: User 10/7/2012 Heating Loads For System(s):1 Serving Rooms: 1 Block load 25402 Btuh Heating Loads For System(s):2 Serving Rooms: 2 Block load 19807 Btuh WHOLE HOUSE TOTALS Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 45209 Btuh 0 Btuh 45209 Btuh EQUIPMENT 1. Electric Strip Heat 2. Electric Strip Heat 32000 Btuh 28000 Btuh Key: Window types - NFRC (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'Tint' (Uses U- Factor and SHGC defaults) U - (Window U- Factor) HTM - (ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge® / USRFZB v3.0 Page 3 RUCTURAL CALCULATIONS REVISION 1 RENOVATION FOR: DAVID PUYANIC RESIDENCE 9258 N. Bayshore Dr. Miami Shores, FL DATE: May 23, 2012 STRUCTURAL ENGINEER: TAI N -RAM I REZ, INC. CONSULTING ENGINEERS FREDY TAIN, P.E, S.I. LIC. NO. wail 5850 SW 24 ST SUITE 207 MIMII, FL. 38155 CA # 27157 PHONE. (385) 740.068 THESE CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: • FLORIDA BUILDING CODE 2007, WITH 2009 SUPPLEMENT • ASCE 7 -05 • ACI- 318 -05 • AISC MANUAL OF STEEL CONSTRUCTION, 13 EDITION • ACI 530-05 • NDS FOR WOOD CONSTRUCTION, 2005 EDITION WITH SUPPLEMENT THE ENGINEER WHO'S SEAL APPEARS BELOW ASSUMES RESPONSIBILITY FOR ALL THE ENCLOSED MANUAL AND COMPUTER GENERATED CALCULATIONS THAT ARE A PART OF THIS PACKAGE OF STRUCTURAL DESIGN CALCULATIONS. TOTAL NUMBER OF CALCULATION PAGES: 29 FREDY TAIN, P.E. P.E. No.: 61011 C.A.: 27157 INDEX DESCRIPTION PAGES 1- RECALCULATION OF STEEL MEMBERS 1 TO 10 2- WOOD CONNECTORS REACTION CALCULATION 11 TO 14 3- A/C UNIT SHELF CALCULATION 15 TO 29 THESE CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: • FLORIDA BUILDING CODE 2007, WITH 2009 SUPPLEMENT • ASCE 7 -05 • ACI- 318 -05 • AISC MANUAL OF STEEL CONSTRUCTION, 13m EDITION • ACI530 -05 • NDS FOR WOOD CONSTRUCTION, 2005 EDITION WITH SUPPLEMENT THE ENGINEER WHO'S SEAL APPEARS BELOW ASSUMES RESPONSIBILITY FOR ALL THE ENCLOSED MANUAL AND COMPUTER GENERATED CALCULATIONS THAT ARE A PART OF THIS PACKAGE OF STRUCTURAL DESIGN CALCULATIONS. TOTAL NUMBER OF CALCULATION PAGES: 29 FREDY TAIN, P.E. P.E. No.: 61011 Tain- Ramirez, Inc C.A.: 27157 13390 SW 66 ST MIAMI FL, 33183 305 639 9800 ftain@tain ramirez.com RECALCULATION OF STEEL MEMBERS ...1 PROJECT: TAIN - RAMIREZ, INC. CONSULTING ENGINEERS FREDY TAIN, P.E., S.I. LIC. NO. 61011 6850 SW 24 ST SUITE 207 MIAMI, FL 33183 C.A. # 27157 PHONE. (305) 740-0908 iu SUBJECT: PAGE NO.: DATE: DESIGNED BY: Title Block Line 1 You can change this area using the Settings menu item and than using the "Printing & Title Block' selection. Title Block line 6 Steel .:Be Lie: tt Description : Title : Dsgnr. Project Desc.: Project Notes : Existing W10x22 atena[ Properties Analysis Method: Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 Job # Prima: 23 MAY 2012, 0:11PM FlIe p120T2iMarkiDavid'1 uyanidCakslpayaniaec5 ENERCALC, INC. 1983 -2011 8uld 811.6 23:Vast6.1t:6.23 Lrcen'see4 Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7.05 Fy : Steel Yield : 36.0 ksi E: Modulus : 29,000.0 ksi D(0.33) L(0.33) W( -0.7) * + i + D(0.187) L(0.187) W(- 0.397) + + + Span =5.50ft W10X22 Span = 21250 ft W10X22 + D(0.2258) L(0. +58) W( -0.547) pplied Loac Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.330, L = 0.330, W = -0.70 k/ft, Tributary Width = 1.0 ft Load for Span Number 2 Uniform Load : D = 0.1870, L = 0.1870, W = -0.3970 k/ft, Extent = 0.0 -» 14.50 ft, Tributary Width = 1.0 fi Uniform Load : D = 0.2580, L = 0.2580, W = - 0.5470 kfft, Extent = 14.50 -» 21.250 ft, Tributary Width = 1.0 fi GNSU *ii Maximum Bending Stress Ratio = 0.847:1 Maximum Shear Stress Ratio = Section used for this span W1AX22 Section used for this span Mu : Applied 21.517 k -ft Vu : Applied Mn / Omega : Allowable 25.410 k -ft Vn/Omega : Allowable +D+L+H, LL Comb Run (`L) Load Combination 11.606ft Location of maximum on span Span # 2 Span # where maximum occurs Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.276 in -0.223 in 0.504 in -0.345 in Ratio = Ratio = Ratio = Ratio = 925 592 505 382 :Design OK ' 0.137 : 1 W10X22 4.846 k 35.251 k +D+L+H, LL Comb Run (LL) 5.500 ft Span # 1 Max'mum;Forces & Stresses for Load Cambmations.: Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Summary of Moment Values Summary of Shear Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+L+H, LL Comb Run ( *L) Dsgn. L = 5.50 ft 1 Dsgn. L = 21.25 ft 2 +D+L +H, LL Comb Run (L*) Dsgn.L= 5.50ft 1 Dsgn. L = 21.25 ft 2 +D+L+H, LL Comb Run (LL) Dsgn. L = 5.50 ft 1 Dsgn. L = 21.25 ft 2 +D+W+H Dsgn. L = 5.50 ft 1 Dsgn. L = 21.25 ft 2 +D+0.750L+0.750S+0.750W+H, LL Coml Dsgn. L = 5.50 ft 1 Dsgn. L = 21.25 ft 2 +D+0.750L+0.750S+0.750W+H, LL Coml Dsgn. L = 5.50 ft 1 Dsgn. L = 21.25 ft 2 +D+0.750L+0.750S+0.750W+H, LL Coml Dsgn. L = 5.50 ft 1 Dsgn. L = 21.25 ft 2 +0.60D+W +H Dsgn. L = 5.50 ft 1 Dsgn. L = 21.25 ft 2 0.114 0.131 -5.33 5.33 78.00 46.71 1.00 1.00 0.847 0.135 21.52 -5.33 21.52 42.44 25.41 1.16 1.00 0.221 0.106 -10.32 10.32 78.00 46.71 1.00 1.00 0.299 0.079 8.21 -10.32 10.32 57.68 34.54 1.57 1.00 0.221 0.137 -10.32 10.32 78.00 46.71 1.00 1.00 0.735 0.137 19.33 -10.32 19.33 43.90 26.29 1.20 1.00 0.113 0.066 5.26 5.26 78.00 46.71 1.00 1.00 0.347 0.066 5.26 -9.17 9.17 44.16 26.44 1.20 1.00 0.056 0.027 2.62 2.62 78.00 46.71 1.00 1.00 0.183 0.021 4.47 4.47 40.78 24.42 1.11 1.00 0.024 0.026 -1.13 1.13 78.00 46.71 1.00 1.00 0.247 0.035 -6.04 6.04 40.86 24.46 1.11 1.00 0.024 0.017 -1.13 1.13 78.00 46.71 1.00 1.00 0.097 0.017 2.52 -1.13 2.52 43.43 26.00 1.18 1.00 0.158 0.095 7.39 7.39 78.00 46.71 1.00 1.00 0.502 0.095 7.39 -13.25 13.25 44.05 26.38 1.20 1.00 4.61 52.88 35.25 4.76 52.88 35.25 3.75 52.88 35.25 2.78 52.88 35.25 4.85 52.88 35.25 4.85 52.88 35.25 2.33 52.88 35.25 2.33 52.88 35.25 0.95 52.88 35.25 0.74 52.88 35.25 0.93 52.88 35.25 1.23 52.88 35.25 0.61 52.88 35.25 0.61 52.88 35.25 3.35 52.88 35.25 3.35 52.88 35.25 Title Block Line 1 You can change this area using the °Settings° menu item and then using the "Printing & Title Block° selection. Title Block Line 6 Steel Beam Title : Dsgnr. Project Desc.: Project Notes : Description : Existing W10x22 Overall: Maximue:Deflecton Load Combination lnfactored Loads;`;. Span Max. =° Defl Location in Span Load Combination Job # Printed: 23 MAY 2812, 8:11 PM Pfe 420 zul loavid auyan18ICafcsrpuyan� ei EfRCALC INC 1983.2011,. 13utkhai1,6.23 Vsr6116.23 Max. ° +° Defl Location in Span ;Vertical Reactions_ L Load Combination Overall MAMmum D Only L Only, LL Comb Run (*L) L Only, LL Comb Run (L`) L Only, LL Comb Run (LL) W Only D +L, LL Comb Run (*L) D+L, LL Comb Run (L*) D +L, LL Comb Run (LL) D +W D+L+W, LL Comb Run (*L) D+L +W, LL Comb Run (L*) D+L+W, LL Comb Run (LL) 1 2 0.0000 0.0000 0.000 0.000 Support notation : Far left is #1 0.0000 0.0000 Values in KIPS 0.000 0.000 Support1 Support 2 Support 3 -8.727 4.485 2.063 2.050 4.113 -8.727 6.548 6.535 8.598 -4.242 -2.179 -2.192 -0.129 4.764 2.374 2.390 -0.235 2.155 -4.572 4.764 2.139 4.529 -2.197 0.193 -2.432 -0.042 TAIN- RAMIREZ, INC. CONSULTING ENGINEERS FREDY TAIN, P.E., S.I. LIC. NO. 61011 8850 SW 24 ST SUITE 207 MIAMI, FL. 33183 C.A. # 27157 PHONE. (305) 740-0908 PROJECT: SUBJECT: Cr fie eetic PAGE NO.: DATE: DESIGNED BY: • .3. • Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection, Title Block Line 6 ee! be; Title : Dsgnr: Project Desc.: Project Notes : Description: Steel channel Catenar P operties Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 Job # Pritrted: 23 MAY 2012 6:28PM File x.'9012MarktD rid PuyanicICalcslpupanidec6 CALC,.INC 1963404tBmId: lit.6i23.Ver.6.11.6.21:6 Calculations perAISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Fy : Steel Yield : 36.0 ksi E: Modulus : 29,000.0 ksi D(0.216) L(0.216) W( -0.555) D(0.432) L(0.432) W( -1. 1DX0.216) L(0.216) W( -0.555) Span =6.0ft C10X15.3 Span =2.0ft X Span =2.0ft C10X15.3 C10X15.3 Span = 2.0 ft C10X15.3 Pp te Beam self weight calculated and added to loads Load(s) for Span Number 1 Point Load : D = 0.2160, L = 0.2160, W = Point Load : D = 0.2160, L = 0.2160, W = Point Load : D = 0.4320, L = 0.4320, W.= IGI SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Service Toads entered. Load Factors will be applied for calculations. -0.5550 k an 0.0 ft -0.5550 k na 5.0 ft - 1.10kr7a 3.0 ft 0.245: 1 C10X15.3 5.891 k -ft 24.050 k -ft +D+L+H 6.000ft Span # 1 0.032 in 0.000 in 0.067 in -0.082 in Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 4520 0 <360 2156 1764 Design OK 0.121 : 1 C10X15.3 3.743 k 31.042 k +D+L+H 6.000 ft Span # 1 Maximum Forces &`Stresses.for Load Comlxnatlons, Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+L+H Dsgn. L = 6.00 ft 1 0.245 0.121 -5.89 5.89 40.16 24.05 1.00 1.00 3.74 51.84 31.04 Dsgn. L = 2.00 ft 2 0.206 0.121 1.56 -5.89 5.89 47.70 28.56 2.05 1.00 3.74 51.84 31.04 Dsgn. L = 2.00 ft 3 0.055 0.032 1.56 -0.40 1.56 47.70 28.56 2.01 1.00 1.00 51.84 31.04 Dsgn. L = 2.00 ft 4 0.014 0.007 -0.40 0.40 47.70 28,56 1.68 1.00 0.21 51.84 31.04 +D +W+H Dsgn. L = 6.00 ft 1 0.171 0.083 4.10 4.10 40.16 24.05 1.00 1.00 2.59 51.84 31.04 Dsgn: L = 2.00 ft 2 0.144 0.084 4.10 -1.10 4.10 47.70 28.56 2.04 1.00 2.62 51.84 31.04 Dsgn. L = 2.00 ft 3 0.039 0.023 0.27 -1.10 1.10 47.70 28.56 2.02 1.00 0.70 51.84 31.04 Dsgn. L = 2.00 ft 4 0.009 0.005 0.27 0.27 47.70 28.56 1.59 1.00 0.15 51.84 31.04 +040.750L+0.750S+0.750W+H Dsgn. L = 6.00 ft 1 0.008 0.004 0.20 0.20 40.16 24.05 1.00 1.00 0.11 51.84 31.04 Dsgn. L = 2.00 ft 2 0.007 0.005 0.20 -0.06 0.20 47.70 28.56 1.99 1.00 0.14 51.84 31.04 Dsgn. L = 2.00 ft 3 0.002 0.002 0.01 -0.06 0.06 47.70 28.56 2.17 1.00 0.05 51.84 31.04 Dsgn. L = 2.00 ft 4 0.000 0.001 0.01 0.01 47.70 28.56 1.11 1.00 0.02 51.84 31.04 +040.750L+0.750S+0.5250E+11 Dsgn. L = 6.00 ft 1 0.216 0.106 -5.19 5.19 40.16 24.05 1.00 1.00 3.30 51.84 31.04 Dsgn. L = 2.00 ft 2 0.182 0.106 1.38 -5.19 5.19 47.70 28.56 2.05 1.00 3.30 51.84 31.04 Dsgn. L = 2.00 ft 3 0.048 0.028 1.38 -0.35 1.38 47.70 28.56 2.01 1.00 0.88 51.84 31.04 Dsgn. L = 2.00 ft 4 0.012 0.006 -0.35 0.35 47.70 28.56 1.69 1.00 0.19 51.84 31.04 +0.60D+W+H Dsgn. L = 6.00 ft 1 0.222 0.109 5.33 5.33 40.16 24.05 1.00 1.00 3.37 51.84 31.04 Dsgn. L = 2.00 ft 2 0.187 0.109 5.33 -1.43 5.33 47.70 28.56 2.04 1.00 3.39 51.84 31.04 Dsgn. L = 2.00 ft 3 0.050 0.029 0.35 -1.43 1.43 47.70 28.56 2.02 1.00 0.90 51.84 31.04 Dsgn. L = 2.00 ft 4 0.012 0.006 0.35 0.35 47.70 28.56 1.62 1.00 0.19 51.84 31.04 Title Block Line 1 You can change this area using the'Settings° menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 ee Title : Dsgnr: Project Desc.: Project Notes : Job # --� Printed: 23 MAY 2012 6:28PM Fire 020121MarklDa id PuyanlclCalcslpuyanie e CALL INC1983 -201`t Build 6.1:1:6.23, Ver.S Tt Description : Steel channel Overall Maxrmum'Deflect ons Load Combination fJnfa Span 1 2 3 4 ored Lo Licensee. Max. Defl Location in Span Load Combination Max. ' +° Defl Location in Span kcal Reactions; ..Unfa Load Combination Overall MAXimum D Only L Only W Only D+L D+W D+L +W 0.0000 0.0000 0.0000 0.0000 0.000 0.000 0.000 0.000 Support notation : Far left is #1 0.0000 0.000 0.0000 0.000 0.0000 0.000 0.0000 0.000 Values in KIPS Support 1 Support2 -6.760 2.921 2.642 -6.760 5.563 -3.840 -1.197 Support 3 Support 4 Support 5 5.748 -1.437 0.239 -2.433 0.650 -0.091 -2.246 0.562 -0.094 5.748 -1.437 0.239 -4.679 1.212 -0.184 3.315 -0.787 0.149 1.069 -0.225 0.055 TAIN- RAMIREZ, INC. CONSULTING ENGINEERS FREDY TAIN, P.E., S.I. UC. NO. 61011 8850 SW 24 ST SUITE 207 MIAMI, FL 33183 CA. # 27157 PHONE. (305) 740 -0908 PROJECT: �l c�riVi►f[F SUBJECT: 8 PAGE NO.: DATE: DESIGNED BY: Title Block Line 1 You can change this area using the 'Settings° menu item and then using the "Printing & Title Block' selection. Title Block Line 6 eel Colu Title : Dsgnr. Project Desc.: Project Notes : Description : round steel columns General Information Steel Section Name : Analysis Method : Steel Stress Grade Fy : Steel Yield E : Elastic Bending Modulus Load Combination : ppitedEpa Column self weight included : 50.30 Ibs * Dead Load Factor AXIAL LOADS .. . Axial Load at 10.0 ft, D = 1.50, L = 1.370 k DESfGN SUM! Pipe2 X- Strong 2006 IBC & ASCE 7 -05 35.0 ksi 29,000.0 ksi Allowable Stress Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Location of max.above base At maximum location values are .. Pu : Axial Pn / Omega : Allowable Mu -x : Appled Mn -x / Omega : Allowable Mu -y : Applied Mn -y / Omega : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Vu : Applied Vn / Omega : Allowable ad Combination: Results Job # Printed 23 MAY 2012, 7 :03PM Fde. p 12Qt2iMark avId Pugan�elCaicslpuyanic ec6 ` ;CALL INCs1983- 2Q1� ;euifd:6.i.t:6:23,uer.�1t623 Calculations per AISC 360 -05, IBC 2009, CBC 2010, ASCE 7 -05 Overall Column Height 10.0 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X -X (width) axis : Unbraced Length for X -X Axis buckling = 10 ft, K = 1.0 Y -Y (depth) axis :Unbraced Length for Y -Y Axis buckling = 10 ft, K = 1.0 Service loads entered. Load Factors will be applied for calculations. 0.3383 :1 +D +L +H 0.0 ft 2.920 k 8.632 k 0.0 k -ft 1.684 k -ft 0.0 k -ft 1.684 k-ft 0.0 : 1 0.0 ft 0.0 k 0.0 k Maximum SERVICE Load Reactions.. Top along X -X 0.0 k Bottom along X -X 0.0 k Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k Maximum SERVICE Load Deflections ... Along Y -Y 0.0 in at 0.0ft above base for load combination : Along X -X 0.0 in at 0.0ft above base for load combination : Load Combination +D +L+H Maximum Reactions Maximum Axial + Bending Stress Ratios Stress Ratio Status Location ctorei 0.338 PASS 0.00 ft Maximum Shear Ratios Stress Ratio Status Location Load Combination D Only L Only D+L Maximum: Deflections for. Load Combination D Only L Only D+L Steel Section Properties. X -X Axis Reaction @ Base @ Top 0.000 PASS 0.00 ft Note: Only non -zero reactions are listed. Axial Reaction @ Base Y -Y Axis Reaction @ Base @ Top k k k ombiinatton Un factored Loads Max. X -X Deflection Distance k k k 1.550 k 1.370 k 2.920 k 0.0000 in 0.0000 in 0.0000 in 'ipe2X- Strong.; 0.000 ft 0.000 ft 0.000 ft Max. Y -Y Deflection Distance 0.000 in 0.000 ft 0.000 in 0.000 ft 0.000 in 0.000 ft Title Block Line 1 You can change this area using the "Settings° menu item and then using the "Printing & Title Block° selection. Title Block Line 6 Steel Colu Lich..._ Title : Dsgnr. Project Desc.: Project Notes : Description : round steel columns Steel Section Proper Depth Web Thick Flange Width Flange Thick Area Weight Ycg 'ipe2 X Strong' = 2.375 in I roc = 0.83 inA4 = 0.000 in S xx = 0.70 inA3 = 2.375 in R xx = 0.771 In = 0.219 in = 1.390 inA2 I yy = 0.827 inA4 = 5.030 plf S yy = 0.696 InA3 R yy = 0.771 In 0.000 in Job # 10 Printed: 23 MAY 2012, 7 03PM F(s p 12D121Mark\David PuyanialCalce{puyan ec6" RCALCJINC 1963 -2o11, Buttd,6.fl:6.23, Ver.6:1 l.6:_. Licensee, J 1.650 inA4 WOOD CONNECTORS REACTION CALCULATION ...2 y,/ L L 1 11 II I II II _LL-- - -- LI -I- 1 1 E41��_ I1 1 r--- - -__ -1 tom._- -1 r- -I r 11 11 1 II I.q-- I I I I 1 I I II € I I I II II II 1 1 1 I E 1 t l = = = = =._ _. 1 II I1 II �� II II 1 1 LI- 1..1_ (_I. L r 1 II II II r 11 -� -� 1 fmaw of kro■ latuatees <ass excesamo. toM.Reete...eagesmema. J PROJECT: TAIN- RAMIREZ, INC. CONSULTING ENGINEERS FREDY TAIN, P.E., S.I. LIC. NO. 61011 8850 SW 24 ST SUITE 207 MIAMI, FL. 33183 C.A. # 27157 PHONE. (305) 740-0908 PO.TXPV tC. SUBJECT: 13 PAGE NO.: DATE: DESIGNED BY: PROJECT: TAIN-RAMIREZ, INC. CONSULTING ENGINEERS FREDY TAIN, P.E., 8.1. LIC. NO. 61011 6850 SW 24 ST SUITE 207 MIAMI, FL 33183 C.A. # 27157 PHONE. (305) 740-0908 (c) 90N(‘C SUBJECT: PAGE NO.: DATE: DESIGNED BY: Is A/C UNIT SHELF CALCULATION...3 TAIN-RAMIREZ, INC. CONSULTING ENGINEERS FREDY TAIN, P.E., S.I. LIC. NO. 81011 5850 SW 24 ST SUITE 207 MIAMI, FL 33183 C.A. # 27157 PHONE. (305) 740-0908 /.1 464 PROJECT: C ZP AA Oki SUBJECT: PAGE NO • DATE: DESIGNED BY: TAIN- RAMIREZ, _INC. CONSULTING ENGINEERS FREDY TAIN, P.E., S.I. LIC. NO. moll 6850 SW 24 ST SUITE 207 MIAMI, FL 33183 C.A. # 27157 PHONE. {305) 740-0908 PROJECT: 1 v OW / C V l lolQ„f (a- ci,v Sto SUBJECT: PAGE NO.: DATE: DESIGNED BY: PROJECT: TAIN - RAMIREZ, INC. CONSULTING ENGINEERS FREDY TAIN, P.E., S.I. LIC. NO. 81011 8850 SW 24 ST SUITE 207 MIAMI, FL 33183 y�CA. # 27157 PHONE. (305) 740-0908 ' 4 /e /I1 zazp. SUBJECT: %9 /C. 044,1 r PAGE NO.: DATE: DESIGNED BY: TAIN- RAMIREZ, INC. CONSULTING ENGINEERS FREDY TAIN, P.E., S.I. LC. NO. 61011 6850 SW 24 ST SUITE 207 MIAMI, FL. 33183 CA. # 27157 PHONE. (305) 740-0908 PROJECT: PAGE NO.: SUBJECT: DATE: DESIGNED BY: terial is OOTM ANCHOR DIL QTY/WT in. (1111") PER MASTER 3/8 (9.5) CARTON lbs. 400/ 24.0 400/ 34.0 400/ 40.0 400/ 52.0 150/ 27.0 150/ 36.6 150/ 45.6 PERFORMANCE TABLE LDT Anchors IR .1 < 50.8) .8< 63.5) .5< 76.2) 2< .9) .9 < 101.6) .6 < 1143) .3 < 127.0) .0 < 139.7) 112 (12.7) EMBEDMENT DEPTH In. (mm) 1-1/2 (38.1) Allowable Tension and Shear Values* (Lbs/kN) in Concrete Carbon and Stainless Steel fc = 2000 PSI (13.8 MPa) TENSION Lbs. (kN) fc = 3000 PSI (20.7 MPa) SHEAR Lbs. (kN) 527 `.(23) TENSION Lbs. (kN) SHEAR Lbs. OM) fc = 4000 PSI (27.6 MPa) TENSION Lbs. (kN) SHEAR Lbs. (kN) 2 (50.8) 334 (1.5) 413 (1.8) 691 (3.1) 492 (2.1) 854 (3.8) 373 (1.7) 759 (3.4) 506 (2.2) 807 (3.6) 638 (2.8) 2-1/2 (63.5) 3-1/2 (88.9) 933 (4.2) 828 (3.7) 937 (4.2) 841 (3.7) 940 (4.2) 855 (3.8) 856 (3.8) 1,349 (6.0) 828 (3.7) 1,656 (7.4) 842 (3.7) 1,963 (8.7) 857 (3.8) 2 (50.8) 895 (4.0) 1,411 (63) 977 (43) 1,628 (7.2) 1,059 (4.7) 3-1/2 .9) 1,813 (8.0) 1,609 (7.2) 2,011 (8.9) 1,822 (8.1) 2,209 (9.8) 4-1/2 (1143). 2,544 (11.3) Allowable values are based upon a 4 to 1 safety factor. (Ultimate/4) ERFORMANCE TABLE LDT Anchors ANCHOR DIA. In. (mm) 3/8 (9.5) 1,846 (8.2) 2,583 (113) 1,992 (8.9) 2,622 (11.7) 1,845 (8.2) 2,035 (9.0) 2,138 (95) Recommended Edge & Spacing Requirements for Tension Loads* Carbon and Stainless Steel EMBEDMENT DEPTH In. (mm) EDGE DISTANCE REQUIRED TO OBTAIN MAX. WORKING LOAD In. (mm) LOAD FACTOR APPLIED AT MIN. EDGE DISTANCE .3/4 Indies (44mm) 1-1/2 2 2-1/2 3-1/2 2 3-1/2 4-1/2 (38.1) (50.8) (633) (88.9) (50.8) (88.9) (1143) 2 (50.8) 70% SPACING DISTANCE REQUIRED TO OBTAIN MAX. WORKING LOAD In. (mm) 6 (152.4) LOAD FACTOR APPLIED AT MIN. SPACING DISTANCE 3 Inches (76mm) 4496 2 (50.8) 70% 6 (152.4) ; 44% 3 (76.2) 70% 4 (101.6) 70% 6 (152.4) 6 (152.4) 4496 44% 2-1/4 (57.2) 6596 8 (203.2) 27% 3 (76.2) 65% 8 (203.2) 27% 4 (101.6) 65% 8 (203.2) Edge and spadng distance shall be divided by .75 when anchors are placed In structural lightweight concrete. Linear interpolation may be used for intermediate spadng and edge distances. • 'ERFORMANCE TABLE ITYANT 'ER BOX 1/.15 - 1/.15 1/.15 1/.15 1/.7 1/.7 15/3.1 ANCHOR DIA. In. (mm) Recommended Edge & Spacing Requirements for Shear Loads* Carbon and Stainless Steel EMBEDMENT DEPTH In. (mm) EDGE DISTANCE REQUIRED TO OBTAIN MAX. WORKING LOAD In. (mm) 2796 LOAD FACTOR APPLIED ATMIN. EDGE DISTANCE 1-3/4 Inches (44n1m) 3/8 (9.5) 1-1/2 (38.1) 2 (50.8) 3 (76.2) 4 (101.6) 25% 25% SPACING DISTANCE REQUIRED TO OBTAIN MAX. WORKING LOAD In. (mm) 2-1/2 (633) 5 (127.0) 25% 3-1/2 (88.9) (127.0) 25% 6 (152.4) 6 (152.4) 6 (152.4) 6 (152.4) LOAD FACTOR APPLIED ATMIN. SPACING DISTANCE 3 Inches (76mm) 57% 57% 57% 57% 1/2 (12.7) 2 (50.8) 5 (127.0) 25% 8 (203.2) 60% 3-1/2 (88.9) 5 (127.0) 25% 4-1/2 (1143) s in (139.7) 25% 8 (203.2) 60% 8 (203.2) iige and spadng distances shall be divided by .75 when anchors are placed In structural lightweight concrete. linear interpolation may be used for intermediate spadng and edge distance. d HeadteRamset/Red Head° b s1W for,tlie /11411r roll free number 800499-7890 or visit our web site-for the most e t • Padua and technical information at .gim .widgegricom 6096 .1 ! I I I r ! ! P..ERFORMANCETABL LDT Anchors ANCHOR DIA. In. (mm) Allowable Tension and Shear* (Lbs /kN) in Concrete Block (anchors should be installed by hand in hollow block) EMBEDMENT DEPTH In. (mm) TENSION Lbs. (kN) HOLLOW CONCRETE BLOCK SHEAR Lbs. (kN) GROUT FILLED CONCRETE BLOCK TENSION Lbs. (kN) 3/8 (95) 1 -1/2 (38.1) 1/2 (12.7) 2 -1/2 (63.5) 229 (1.0) 794 (35) 398 (1.8) Allowable values are based upon a 4 to 1 safety factor. (Ultimate/4) PERFORMANCE TABLE, LDT Anchors 1,481 (6.6) Anchoring Overhead in 3000 PSI Lightweight Concrete On Metal Deck SHEAR Lbs. (kN) 975 1,670 (7.4) ANCHOR DRILL HOLE DIAMETER In. (mm) EMBEDMENT In. (mm) 3000PSI (20.7 MPa) CONCRETE ULTIMATE TENSION LOAD Lbs. (kN) ALLOWABLE WORKING LOAD Lbs. (kN) 3/8° LDT 5/16 (7.9) 1 -1/2 (38.1) Upper Flute Z889 (12.9) Lower Flute 1,862 (8.3) 722 (3.2) 465 (2.1) 72 RED 'HEAD' hreach Duty) 1 �S nwRamset/Red Ramset/ Call our toll free number 800.899.7890 or visit our web site for tile O'st ' ourtoll free number 800-8. current product and technical information atwwwrarn redly .`" ° product and techniolIr Software licensed to T +R Job No ZZ Sheet No Rev Part Job Title Ref BY Date02- Jun -12 Chd Client RIO SHELF.std 1 Date/nme 02-Jun-2012 12:31 pc_.m. 1010 kki Z9 6 CL Ncx LC= 'c$: ) —z_ �m ©01 a (LJ V. ∎. t1S��' 0 u,. 53 s- �:2 \ 4. 1 . \ \\ \. 13 ''... ,\ \ . \ \ \ -.- 12 ``„ N 4— 10 12 Load 1 Print Time/Date: 02/06/2012 12:33 STAAD.Pro for Windows Release 2007 Print Run 1 of 1 Software licensed to T +R Job No Sheet No 1 Rev Part Job Title Ref av Date02- Jun -12 Chd Client File SHELF.std Daterrme 02- Jun - 2012 12:40 Load 1 Print Time/Date: 02/06/2012 12:41 STAAD.Pro for Windows Release 2007 Print Run 1 of 1 Saturday, June 02, 2012, 05:14 PM * * * * * * * STAAD.Pro Version 2007 Build 01 Proprietary Program of Research Engineers, Intl. Date = JUN 2, 2012 Time= 15:36:23 PAGE NO. 1 * * * * * * * USER ID: T +R ********************* * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** 1. STAAD SPACE INPUT FILE: SHELF.STD 2. START JOB INFORMATION 3. ENGINEER DATE 02- JUN -12 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT INCHES KIP 7. JOINT COORDINATES 8. 1 0 0 0; 2 37 0 0; 3 0 36 0; 4 43 0 0; 5 0 0 39; 637039; 703639 9. 8 43 0 39; 9 6 0 0; 10 6 0 39; 11 26 0 0; 12 26 0 39 10. MEMBER INCIDENCES 11. 1 1 9; 2 2 4; 3 3 2; 4 5 10; 5 6 8; 6 7 6; 7 4 8; 8 9 11; 9 10 12; 10 9 10 12. 11 11 2; 12 12 6; 13 11 12 13. DEFINE MATERIAL START 14. ISOTROPIC STEEL 15. E 29000 16. POISSON 0.3 17. DENSITY 0.000283 18. ALPHA 6.5E -006 19. DAMP 0.03 20. END DEFINE MATERIAL 21. MEMBER PROPERTY AMERICAN 22. 1 2 4 5 7 TO 13 TABLE ST L30304 23. 3 6 TABLE ST L20204 24. CONSTANTS 25. BETA 45 MEMB 3 TO 6 9 10 12 13 26. BETA 315 MEMB 1 2 7 8 11 27. MATERIAL STEEL ALL 28. SUPPORTS 29. 1 3 5 7 PINNED 30. LOAD 1 LOADTYPE DEAD TITLE DL 31. UNIT FEET POUND 32. MEMBER LOAD 33. 2 5 8 9 11 12 UNI GY -50 34. UNIT INCHES KIP 35. LOAD 2 LOADTYPE WIND TITLE WIND 36. UNIT FEET POUND P :120121Mark\David Puyanic \Calcs\STAAD\SSELF.anl Page 1 of 8 Saturday, June 02, 2012, 05:14 PM STAAD SPACE -- PAGE NO. 37. JOINT LOAD 38. 4 8 FX 248.5 39. MEMBER LOAD 40. 2 5 8 9 11 12 UNI GY 137 41. LOAD COMB 3 COMBINATION LOAD CASE 3 42. 1 1.2 2 1.0 43. PERFORM ANALYSIS PROBLEM STATISTICS NUMBER OF JOINTS /MEl98ER +ELEMENTS /SUPPORTS = 12/ 13/ 4 ORIGINAL /FINAL BAND - WIDTH= 9/ 4/ 24 DOF TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 60 SIZE OF STIFFNESS MATRIX = 2 DOUBLE KILO -WORDS REQRD /AVAIL. DISK SPACE = 12.0/ 91202.4 MB 44. PARAMETER 1 45. CODE LRFD 46. TRACK 1 ALL 47. CHECK CODE ALL P: \2012\Mark \David Puyanic\Calcs\STAAD\SHELF.anl Page 2 of 8 Saturday, June 02, 2012, 05:14 PM STAAD SPACE -- PAGE NO. 3 STAAD.Pro CODE CHECKING - (LRFD 3RD EDITION) * * * * * * * * * * * * * * * * * * * * * ** ALL UNITS ARE - POIIN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY ME LOCATION ==================== ============================== ================= 1 ST L30304 PASS 537.30 T (AISC SECTIONS) LRFD- H1 -1B -T 0.034 -85.78 11.35 2 0.50 1 DESIGN STRENGTHS FOR MEMBER 1 UNITS - KIP IN 1 1 PNC= 39.08 PNT= 46.59 MNZ= 26.37 MNY= 45.45 VN= 9.72 I 2 ST L30304 (AISC SECTIONS) PASS LRFD- H1 -1B -T 0.017 2 247.80 T -0.10 -24.90 0.00 + + 1 DESIGN STRENGTHS FOR MEMBER 2 UNITS - KIP IN 1 1 PNC= 39.08 PNT= 46.59 MNZ= 20.60 MNY= 45.45 VN= 9.72 I + + 3 ST L20204 (AISC SECTIONS) PASS LRFD- H1 -1B -C 0.036 406.68 C 13.80 9.51 2 4.30 1 DESIGN STRENGTHS FOR MEMBER 3 UNITS - KIP IN 1 PNC= 11.89 PNT= 30.39 .MNZ= 12.08 MNY= 17.37 VN= 6.48 1 4 ST L30304 (AISC SECTIONS) PASS LRFD- H1 -1B -T 0.034 534.65 T 85.26 11.82 2 0.50 ) DESIGN STRENGTHS FOR MEMBER 4 UNITS - KIP IN 1 PNC= 39.08 PNT= 46.59 MNZ= 26.37 MNY= 45.45 VN= 9.72 1 5 ST L30304 (AISC SECTIONS) PASS LRFD- H1 -1B -T 0.018 2 249.20 T 2.29 -25.92 0.00 1 DESIGN STRENGTHS FOR MEMBER 5 UNITS - KIP IN 1 PNC= 39.08 PNT= 46.59 MNZ= 20.60 MNY= 45.45 VN= 9.72 1 6 ST L20204 (AISC SECTIONS) PASS LRFD- H1 -1B -C 0.036 2 403.02 C 13.92 9.68 4.30 + + 1 DESIGN STRENGTHS FOR MEMBER 6 UNITS - KIP IN 1 1 PNC= 11.89 PNT= 30.39 MNZ= 12.08 MNY= 17.37 VN= 6.48 1 + 7 ST L30304 (AISC SECTIONS) PASS LRFD- H1 -1B -C 0.004 2 47.22 C 5.15 3.23 0.00 1 DESIGN STRENGTHS FOR MEMBER 7 UNITS - KIP IN 1 1 PNC= 37.07 PNT= 46.59 MNZ= 26.37 MNY= 43.34 VN= 9.72 1 8 ST L30304 (AISC SECTIONS) P: \20121Mark \David Puyanic \Calcs \STAAD\SHELF.anl Page 3 of 8 STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ TX MY MB ============================================ 9 ST L30304 PASS 535.07 T -- PAGE NO. 4 LOADING/ LOCATION (AISC SECTIONS) LRFD- HI -1B-T 0.067 141.41 52.87 2 0.97 I DESIGN STRENGTHS FOR MEMBER 9 UNITS - KIP IN I PNC= 36.87 PNT= 46.59 MNZ= 26.37 MNY= 45.45 VN= _ 9.72 I 10 ST L30304 PASS 97.52 T I DESIGN STRENGTHS FOR MEMBER 10 I PNC=. 37.07 PNT= 46.59 MNZ= (AISC SECTIONS) LRFD- H1 -1B -T 0.004 3.26 -3.14 11 ST L30304 PASS 536.61 T I DESIGN STRENGTHS FOR MEMBER 11 I PNC= 37.56 PNT= ' 46.59 MNZ= 12 ST L30304 UNITS - KIP IN 2 3.25 20.60 MNY= 43.34 VN= 9.72 I (AISC SECTIONS) LRFD- H1 -1B -T 0.052 2 - 120.09 31.72 0.00 UNITS - KIP IN • 26.37 MNY= 45.45 VN= 9.72 I (AISC SECTIONS) PASS LRFD- H1 -1B -T 0.052 2 535.35 T 119.44 32.15 0.00 + UNITS - KIP IN I 26.37 MNY= 45.45 VN= 9.72 I I DESIGN STRENGTHS FOR MEMBER 12 I PNC= 37.56 PNT= 46.59 MNZ= 13 ST L30304 (AISC SECTIONS) PASS LRFD- H1 -1B -T 0.004 54.24 T -4.95 3.78 2 0.00 I DESIGN STRENGTHS FOR MEMBER 13 UNITS - KIP IN I PNC= 37.07 PNT= 46.59 MNZ= 26.37 MNY= 43.34 VN= 9.72 I * * * * * * * * * * * * ** END OF TABULATED RESULT OF DESIGN * * * * * * * * * * * * ** 48. UNIT INCHES KIP 49. PRINT SUPPORT REACTION ALL P:\20121Mark \David Puyanic\Calcs\STAADISHELF.an1 Saturday, June 02, 2012, 05:14 PM Page 4 of 8 z8 Saturday, June 02, 2012, 05:14 PM STAAD SPACE -- PAGE NO. 5 SUPPORT REACTIONS -UNIT KIP INCH STRUCTURE TYPE = SPACE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z 1 1 0.11 0.05 0.04 0.00 0.00 0.00 2 -0.54 -0.14 -0.11 0.00 0.00 0.00 3 -0.41 -0.08 -0.06 0.00 0.00 0.00 3 1 -0.11 0.10 0.00 0.00 0.00 0.00 2 0.29 -0.29 0.00 0.00 0.00 0.00 3 0.16 -0.16 0.00 0.00 0.00 0.00 5 1 0.10 0.05 -0.04 0.00 0.00 0.00 2 -0.53 -0.14 0.10 0.00 0.00 0.00 3 -0.41 -0.08 0.06 0.00 0.00 0.00 7 1 -0.10 0.10 0.00 0.00 0.00 0.00 2 0.29 -0.28 0.00 0.00 0.00 0.00 3 0.16 -0.16 0.00 0.00 0.00 0.00 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** 50. PRINT JOINT DISPLACEMENTS ALL P: \2012 \Mark \David Puyanic \Calcs \STAAD \SHELF.anl Page 5 of 8 ?J1 Saturday, June 02, 2012, 05:14 PM STAAD SPACE -- PAGE NO. 6 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = SPACE JOINT LOAD X -TRANS Y -TRANS Z -TRANS X -ROTAN Y -ROTAN Z -ROTAN 1 1 0.00000 0.00000 0.00000 - 0.00001 - 0.00001 - 0.00022 2 0.00000 0.00000 0.00000 0.00002 0.00002 0.00060 3 0.00000 0.00000 0.00000 0.00001 0.00001 0.00034 2 1 - 0.00009 -0.00050 - 0.00013 - 0.00010 - 0.00001 0.000,16 2 0.00048 0.00160 0.00036 0.00027 0.00002 - 0.00043 3 0.00036 0.00100 0.00020 0.00015 0.00001 - 0.00024 3 1 0.00000 0.00000 0.00000 - 0.00002 0.00007 - 0.00009 2 0.00000 0.00000 0.00000 0.00005 - 0.00020 0.00026 3 0.00000 0.00000 0.00000 0.00003 - 0.00011 0.00015 4 1 - 0.00009 0.00040 - 0.00002. 0.00001 - 0.00002 0.00015 2 0.00051 - 0.00082 0.00005 - 0.00002 0.00005 - 0.00040 3 0.00040 - 0.00035 0.00003 - 0.00001 0.00003 - 0.00022 5 1 0.00000 0.00000 0.00000 0.00001 0.00001 - 0.00022 2 0.00000 0.00000 0.00000 - 0.00002 - 0.00002 0.00060 3 0.00000 0.00000 0.00000 - 0.00001 - 0.00001 0.00034 6 1 - 0.00009 - 0.00050 0.00010 - 0.00012 0.00000 0.00016 2 0.00047 0.00158 - 0.00027 0.00032 - 0.00001 - 0.00044 3 0.00036 0.00099 - 0.00015 0.00018 - 0.00001 - 0.00024 7 1 0.00000 0.00000 0.00000 - 0.00004 0.00009 - 0.00009 2 0.00000 0.00000 0.00000 0.00010 - 0.00024 0.00026 3 0.00000 0.00000 0.00000 0.00006 - 0.00014 0.00015 8 1 - 0.00009 0.00042 0.00000 - 0.00001 0.00002 0.00015 2 0.00051 - 0.00087 0.00001 0.00003 - 0.00005 - 0.00041 3 0.00040 - 0.00038 0.00000 0- .00002 - 0.00003 - 0.00023 9 1 - 0.00002 - 0.00131 0.00001 - 0.00001 - 0.00001 - 0.00020 2 0.00008 0.00363 - 0.00003 0.00002 0.00004 0.00054 3 0.00006 0.00206 - 0.00002 0.00001 0.00002 0.00031 10 1 - 0.00002 - 0.00132 - 0.00002 0.00001 0.00001 - 0.00020 2 0.00008 0.00364 0.00006 - 0.00002 - 0.00004 0.00054 3 0.00006 0.00206 0.00004 - 0.00001 - 0.00002 0.00031 11 1 - 0.00007 - 0.00234 - 0.00001 0.00001 0.00002 0.00012 2 0.00033 0.00658 0.00004 - 0.00003 - 0.00006 - 0.00031 3 0.00026 0.00377 0.00002 - 0.00002 - 0.00003 - 0.00017 12 1 - 0.00007 - 0.00235 - 0.00003 - 0.00001 - 0.00002 0.00012 2 0.00033 0.00661 0.00009 0.00003 0.00006 - 0.00031 3 0.00026 0.00378 0.00005 0.00002 0.00003 - 0.00017 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** 51. FINISH P:\2012\Mark\David Puyanic \Calcs\STAAD\SHELF.an1 Page 6 of 8 Florida Building Code Online Florida pepartmeritl Busines Professi Regulation BCIS Home 1 Log In Page 1 of 4 User Registration Hot Topics Submit Surcharge Stets & Facts Publications ° FBC Staff BCIS Site Map Links Search aatefairly.. Product Approval Menu > Product or Application Search > Application List > 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 Evaluation Entity 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 FL10655 -R1 Affirmation 2010 Approved Simpson Strong -Tie Co. 2221 Country Lane McKinney, TX 75070 (972) 439 -3029 rhackelford@strongtie.com Randall Shackelford rshackeiford @strongtie.com Randall Shackelford 1720 Couch Drive McKinney, TX 75069 (800) 999 -5099 rhackelford @strongtie.com Pat Woodall 1720 Couch Drive McKinney, TX 75069 (800) 999 -5099 pwoodall @strongtie.com Structural Components Wood Connectors Evaluation Report from a Product Evaluation Entity ICC Evaluation Service, LLC PSI /Pittsburgh Testing Laboratory 12/31/2011 Jeffrey P. Arneson, P.E. -; Validation Checklist - Hardcopy Received FL10655 R1 COI ICC Cert of Indeoendence.odf Standard ASTM D1761 N.A. SPEC FOR DESIGN OF COLD FORMED STEEL CONSTRUCTION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION Year 2000 2001 2005 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx ?param= wGEVXQwtaltBNbEYSV %2... 5/23/2012 Florida Building Code Online Sections from the Code Page 2 of 4 affirm that there are no changes in the new Florida Building Code which affect my product {s} and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity : .y Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Go to Page No : N/A FL10655 R1 COC 2010 Self Affirmation Simoson.odf Method 1 Option C 03/07/2012 03/07/2012 03/19/2012 04/25/2012 raye o / 7 w W '.. it FL # Model, Number or Name Description 10655.101 HUS48 Joist Hanger Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10655 R1 II ESR- 2549.odf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.odf III 10655.102 �LU210 Joist Hanger I1 Limits of Use Approved for use In HVHZ: Yes i Installation Instructions FL10655 R1 II ESR- 2549.odf Approved for use outside HVHZ: Yes Verifled By: Randall Shackelford P.E. 68675 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When resisting wind uplift supplemental FL10655 R1 AE ESR- 2549.odf connectors may be required to acheive 700# uplift for HVHZ. 10655.103 LU24 Joist Hanger Limits of Use Approved for use in HVHZ: Yes Installation Instructions 1 FL10655 R1 TT FCR -7Sd0 rtaF Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: When resisting wind uplift supplemental connectors must be used to acheive 700# uplift for HVHZ. 10655.104 uLU26 Verifled By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.odf Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: When resisting wind uplift supplemental connectors must be used to acheive 700# uplift for HVHZ. 10655.105 I�LU28 Joist Hanger Installation Instructions FL10655 R1 II ESR- 2549.bdf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.odf Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: When resisting wind uplift supplemental connectors may be required to acheive 700# uplift for Joist Hanger Installation Instructions FL10655 R1 II ESR- 2549.odf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.odf http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx ?param= wGEVXOwtDotBNhF.Y5V %9 5/74/7!11') Florida Building Code Online Page 3 of 4 HVHZ. I 10655.106 IILUS210 Joist Hanger Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10655 Ri II ESR- 2549.gdf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 Ri AE ESR- 2549.odf II 10655.107 LUS210 -2 Joist Hanger Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10655 Ri II ESR- 2549.odf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.pdf 10655.108 ilLUS214 -2 Joist Hanger Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10655 Ri II ESR- 2549.0df Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.odf 10655.109 LUS24 Joist Hanger Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: NIA Design Pressure: N/A Other: When resisting wind uplift supplemental connectors must be used to acheive 700# uplift for HVHZ. Installation Instructions FL10655 Ri II ESR- 2549.odf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 Ri AE ESR- 2549.Ddf 10655.110 LUS24 -2 Joist Hanger Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: When resisting wind uplift supplemental connectors must be used to acheive 700# uplift for HVHZ. Installation Instructions FL10655 Ri II ESR- 2549.Ddf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.odf I f 10655.111 fLUS26 Joist Hanger !j Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10655 R1 II ESR- 2549.odf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 Ri AE ESR- 2549.odf 10655.112 QLUS26 -2 Joist Hanger Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10655 Ri II ESR- 2549.0df Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A (Evaluation Reports Other: FL10655 R1 AE ESR- 2549.odf 10655.113 fiLUS28 Joist Hanger Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10655 R1 II ESR- 2549.odf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL10655 R1 AE ESR- 2549.odf 10655.114 (LUS28 -2 Joist Hanger j Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL10655 Ri II ESR- 2549.odf Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 ! Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports jl Other: FL10655 R1 AE ESR- 2549.odf 10655.115 LUS410 oist Hanger Limits of Use iinstallation Instructions http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param =wGEVXOwtDatBNbEY5V %2... 5/23/2012 Florida Building Code Online Page 4 of 4 Approved for use in HVHZ: Yes ode Approved for use outside HVHZ: Yes Impact Resistant: N/A ------4 Design Pressure: N/A Other: FL10655 R1 II ESR- 2549.odf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.odf 10655.116 LUS414 Joist Hanger Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10655 R1 II ESR- 2549.odf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.odf 10655.117 LUS44 Joist Hanger Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: When resisting wind uplift supplemental connectors must be used to acheive 700# uplift for HVHZ. Installation Instructions FL10655 R1 II ESR- 2549.odf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.odf 10655.118 LUS46 oist Hanger Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10655 R1 II ESR- 2549.odf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.odf 10655.119 LUS48 Joist Hanger Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10655 R1 II ESR- 2549.odf Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.odf 10655.120 MUS26 Joist Hanger Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10655 R1 II ESR- 2549.1xif Verified By: Randall Shackelford P.E. 68675 Created by Independent Third Party: Yes Evaluation Reports FL10655 R1 AE ESR- 2549.odf Go to Page d' Page 6 / 9 4111 41 Back Next Contact Us :: 1940 North Monroe Street. 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Product Approval Accepts: http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx ?oaram= wGEVXOwtDatBNbEYSV %2... 5/23/2012 ESR -2549 Used for Florida State Wide Product Approval # FL10655 Products on this Report which are approved: Product FL# Product HHUS210 -2 10655.1 HU36 HHUS26 -2 10655.2 HU38 HHUS28 -2 10655.3 HU410 HHUS410 10655.4 HU412 HHUS46 10655.5 HU414 HHUS48 10655.6 HU416 HSUL210 -2 10655.7 HU44 HSUL214 -2 10655.8 HU46 HSUL26 -2 10655.9 HU48 HSUL410 10655.10 HU610 HSUL414 10655.11 HU612 HSUL46 10655.12 HU614 HSUR210 -2 10655.13 HU616 HSUR214 -2 10655.14 HU66 HSUR26 -2 10655.15 HU68 HSUR410 10655.16 HUC210 -2 HSUR414 10655.17 HUC210 -3 HSUR46 10655.18 HUC212 -2 HU210 10655.19 HUC212 -3 HU210 -2 10655.20 HUC214 -2 HU210 -3 10655.21 HUC214 -3 HU212 10655.22 HUC216 -2 HU212 -2 10655.23 HUC216 -3 HU212 -3 10655.24 HUC24 -2 HU214 10655.25 HUC26 -2 HU214 -2 10655.26 HUC28 -2 HU214 -3 10655.27 HUC310 HU216 -3 10655.29 HUC310 -2 HU24 -2 10655.30 HUC312 HU26 10655.31 HUC312 -2 HU26 -2 10655.32 HUC314 HU28 10655.33 HUC314 -2 HU28 -2 10655.34 HUC316 HU310 10655.35 HUC34 HU310 -2 10655.36 HUC36 HU312 -2 10655.37 HUC38 HU314 10655.38 HUC410 HU314 -2 10655.39 HUC412 HU316 10655.40 HUC414 HU34 10655.41 HUC416 SIMPSON SIMPSON STRONG TIE INC FL# Product FL# 10655.42 HUC44 10655.82 10655.43 HUC46 10655.83 10655.44 HUC48 10655.84 10655.45 HUC610 10655.85 10655.46 HUC612 10655.86 10655.47 HUC614 10655.87 10655.48 HUC616 10655.88 10655.49 HUC66 10655.89 10655.50 HUC68 10655.90 10655.51 HUS210 10655.91 10655.52 HUS210 -2 10655.92 10655.53 HUS212 -2 10655.93 10655.54 HUS26 10655.94 10655.55 HUS26 -2 10655.95 10655.56 HUS28 10655.96 10655.57 HUS28 -2 10655.97 10655.58 HUS410 10655.98 10655.59 HUS412 10655.99 10655.60 HUS46 10655.100 10655.61 HUS48 10655.101 10655.62 LU210 10655.102 10655.63 LU24 10655.103 10655.64 LU26 10655.104 10655.65 LU28 10655.105 10655.66 LUS210 10655.106 10655.67 LUS210 -2 10655.107 10655.68 LUS214 -2 10655.108 10655.69 LUS24 10655.109 10655.70 LUS24 -2 10655.110 10655.71 LUS26 10655.111 10655.72 LUS26 -2 10655.112 10655.73 LUS28 10655.113 10655.74 LUS28 -2 10655.114 10655.75 L 10655.115 10655.76 LUS414 10655.116 10655.77 LUS44 10655.117 10655.78 LUS46 10655.118 10655.79 LUS48 10655.119 10655.80 MUS26 10655.120 10655.81 MUS28 10655.121 COMPANY, Product FL# SUL210 10655.122 SUL210 -2 10655.123 SUL214 10655.124 SUL24 10655.125 SUL26 10655.126 SUL26 -2 10655.127 SUL414 10655.128 SUR210 10655.129 SUR210 -2 10655.130 SUR214 10655.131 SUR24 10655.132 SUR26 10655.133 SUR26 -2 10655.134 SUR414 10655.135 U210 10655.136 U210 -2 10655.137 U210 -3 10655.138 U21OR 10655.139 U214 10655.140 U24 10655.141 U24-2 10655.142 U24R 10655.143 U26 10655.144 U26 -2 10655.145 U26R 10655.146 U310 10655.147 U314 10655.148 U34 10655.149 U36 10655.150 U410 10655.151 U41OR 10655.152 U414 10655.153 U44 10655.154 U44R 10655.155 U46 10655.156 U46R 10655.157 U610 10655.158 U61OR 10655.159 U66 10655.160 U66R 10655.161 I REPORT" ESR -2549 Issued February 1, 2008 This report is subject to re- examination in two years. ICC Evaluation Service, Inc. www.icc- es.orq Business/Regional Office # 5360 Workman M I Road Whittier, Cafifomia 90601 # (562) 699 -0543 Regional Office # 900 Montclair Road, Suite A, Birmingham, Alabama 35213 # (205) 599 -9800 Regional Office # 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 # (708) 799 -2305 DIVISION: 06 —WOOD AND PLASTICS Section: 06090 —Wood and Plastic Fastenings REPORT HOLDER: SIMPSON STRONG -TIE COMPANY, INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 (800) 925-5099 www.stronotie.com EVALUATION SUBJECT: SIMPSON STRONG -TIE FACE -MOUNT HANGERS FOR WOOD FRAMING 1.0 EVALUATION SCOPE Compliance with the following codes: # 2006 International Building Code® (IBC) # 2006 International Residential Code® (IRC) # Other Codes (see Section 8.0) Properties evaluated: Structural 2.0 USES The Simpson Strong -Tie face -mount hangers described in this report are used as wood framing connectors in accordance with Section 2304.9.3 of the IBC. The products may also be used in structures regulated under the IRC when an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 General: The Simpson Strong -Tie face -mount hangers described in this report are U- shaped hangers that have prepunched holes forthe installation of nails into the face of the supporting wood header or beam or ledger. 3.1.1 LU Series Hangers: The LU series hangers are formed from No. 20 gage galvanized steel. See Table 1 for hanger dimensions, required fasteners, and allowable loads; and Figure 1 for a drawing of a typical LU series hanger. 3.1.2 U Series Hangers: The U series hangers are formed from No. 16 gage galvanized steel. See Table 2 for the hanger dimensions, required fasteners, and allowable loads; and Figure 2 for a drawing of a typical U series hanger. 3.1.3 HU /HUC Series Hangers: The HU and HUC series hangers are formed from No. 14 gage galvanized steel. HU hangers having a width equal to or greater than 29/16 inches (65 mm) are available with concealed flanges and are specified with the model designation HUC. See Table 3 for the hanger dimensions, required fasteners, and allowable Toads; and Figure 3a for a drawing of a typical HU series hanger and Figure 3b for an HUC hanger. 3.1.4 LUS Series Hangers: The LUS series hangers are formed from No. 18 gage galvanized steel. The hangers have prepunched holes for the installation of nails that are driven at a 45- degree angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 4 for the hanger dimensions, required fasteners, and allowable loads; and Figure 4 for a drawing of a typical LUS series hanger. 3.1.5 MUS Joist Hanger: The MUS series hangers are formed from No. 18 gage galvanized steel. The U- shaped portion of the hangers has prepunched holes for the installation of joist nails that are driven at an angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 5 for the hanger dimensions, required fasteners, and allowable loads; Figure 5 for a drawing of a typical MUS series hanger. 3.1.6 HUS Series Hangers: The HUS series hangers are formed from No. 14 gage galvanized steel with the exception of the HUS26, HUS28 and HUS210 hangers, which are formed from No. 16 gage galvanized steel. The hangers have prepunched holes for the installation of joist nails that are driven at an angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 6 forthe hanger dimensions, required fasteners, and allowable loads; and Figure 6 for a drawing of a typical HUS series hanger. 3.1.7 HHUS Series Hangers: The HHUS series hangers are formed from No. 14 gage galvanized steel. The hangers have prepunched holes for the installation of joist nails that are driven at an angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 7 forthe hanger dimensions, required fasteners, and allowable loads; Figure 7 for a drawing of a typical HHUS series hanger. 3.1.8 SUR/L Series Hangers: The SUR/L series hangers are formed from No. 16 gage galvanized steel. SUR and SUL are mirror -image identical hangers, skewed at 45 degrees right and left, respectively. See Table 8 for the hanger dimensions, required fasteners, and allowable loads; and Figure 8 for a drawing of typical SUR/L series hangers. 3.1.9 HSUR/L Series Hangers: The HSUR/L series hangers are formed from No. 14 gage galvanized steel. SUR and SUL are mirror -image identical hangers, skewed at 45 degrees right and left, respectively. See Table 9 for the hanger dimensions, required fasteners, and allowable loads; and Figure 9 for a drawing of typical HSUR/L series hangers. REPORTS"' are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2008 +ma0s11bs,e reoouR Page 1 0110 Page 2 of 10 ESR -2549 32 Materials: 3.2.1 Steel: The hangers described in this report are manufactured from galvanized steel complying with ASTM A 653, SS designation, Grade 33, with a minimum yield strength, F of 33,000 psi (227 MPa) and a minimum tensile strength, F,, of 45,000 psi (310 MPa). Minimum base -metal thicknesses for the hangers in this report are as follows: NOMINAL THICKNESS (gage) MINIMUM BASE -METAL THICKNESS (Inch) No. 14 0.0685 No. 16 0.0555 No. 18 0.0445 No. 20 0.0335 or SI: 1 inch = 25.4 mm. The hangers have a minimum G90 zinc coating specification in accordance with ASTM A 653. Some models (designated with a model number ending with Z) are available with a G185 zinc coating specification in accordance with ASTM A 653. Some models (designated with a model number ending with HDG) are available with a hot -dip galvanization, also known as 'batch" galvanization, in accordance with ASTM A 123, with a minimum specified coating weight of 2.0 ounces of zinc per square foot of surface area (600 g /m2), total for both sides. Model numbers in this report do not include the Z or HDG ending, but the information shown applies. The lumber treater or holder of this report (Simpson Strong -Tie Company) should be contacted for recommendations on minimum corrosion resistance of steel connectors in contact with the specific proprietary preservative treated or fire retardant treated lumber. 3.2.2 Wood: Wood members with which the connectors are used must be either sawn lumber or engineered lumber having a minimum specific gravity of 0.50 (minimum equivalent specific gravity of 0.50 for engineered lumber), and having a maximum moisture content of 19 percent (16 percent for engineered lumber) except as noted in Section 4.1. The thickness of the supporting wood member (header, beam, or ledger) must be equal to or greater than the length of the fasteners specified in the tables in this report; or as required by wood member design, whichever is greater. 3.2.3 Fasteners: Nails used for hangers described in this report must comply with ASTM F 1667 and have the following minimum fastener dimensions and bending yield strengths (Fo): COMMON SHANK FASTENER Fs, NAIL SIZE DIAMETER LENGTH (psl) (Inch) (inches) 10d x 11/2 0.148 11/2 90,000 10d 0.148 3 90,000 16d x 21/2 0.162 21/2 90,000 16d 0.162 31/2 90,000 or SI: 1 inch = 25.4 mm, 1 psi = 6.895 kPa. Fasteners used in contact with preservative treated or fire retardant treated lumber must comply with IBC Section 2304.9.5 or IRC Section R319.3, as applicable. The lumber treater or this report holder (Simpson Strong -Tie Company) should be contacted for recommendations on minimum corrosion resistance of fasteners and connection capacities of fasteners used with the specific proprietary preservative treated or fire retardant treated lumber. 4.0 DESIGN AND INSTALLATION 4.1 Design: The tabulated allowable loads shown in this report are based on allowable stress design (ASD) and include the load duration factor, Co, corresponding with the applicable loads in accordance with the NDS. Tabulated allowable loads apply to products connected to wood used under dry conditions and where sustained temperatures are 100 °F (37.8 °C) or less. When products are installed to wood having a moisture content greater than 19 percent (16 percent for engineered wood products), or where wet service is expected, the allowable loads must be adjusted by the wet service factor, CM, specified in the NDS. When connectors are installed in wood that will experience sustained exposure to temperatures exceeding 100 °F (37.8 °C), the allowable Toads in this report must be adjusted by the temperature factor, CC, specified in the NDS. Connected wood members must be analyzed for load - carrying capacity at the connection in accordance with the NDS. 4.2 Installation: Installation of the connectors must be in accordance with this evaluation report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacture's published installation instructions, this report govems. 5.0 CONDITIONS OF USE The Simpson Strong -Tie face -mount hangers for wood - framed construction described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The connectors must be manufactured, identified and installed in accordance with this report and the manufacturer's published installation instructions. A copy of the instructions must be available at the jobsite at all times during installation. 5.2 Calculations showing compliance with this report must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statues of the jurisdiction in which the project is to be constructed. 5.3 Adjustment factors noted in Section 4.1 and the applicable codes must be considered, where applicable. 5.4 Connected wood members and fasteners must comply, respectively, with Sections 3.2.2 and 3.2.3 of this report. 5.5 Use of connectors with preservative treated or fire retardant treated lumber must be in accordance with Section 3.2.1 of this report. Use of fasteners with preservative treated or fire retardant treated lumber must be in accordance with Section 3.2.3 of this report. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Joist Hangers and Similar Devices (AC13), dated October 2006 (corrected March 2007). 7.0 IDENTIFICATION The products described in this report are identified with a die - stamped label indicating the name of the manufacturer (Simpson Strong -Tie), the model number, and the number of an index evaluation report (ESR -2523) that is used as an identifier for the products recognized in this report. 8.0 OTHER CODES 8.1 Evaluation Scope: In addition to the codes referenced in Section 1.0, the products in this report were evaluated for compliance with the requirements of the following codes: Page 3 of 10 # 2003 International Building Code® (2003 IBC) # 2003 International Residential Code® (2003 IRC) # 2000 International Building Code® (2000 IBC) # 2000 International Residential Code® (2000 IRC) # 1997 Uniform Building CodeTm (UBC) The products described in this report comply with, or are suitable alternatives to what is specified in, the codes listed above, subject to the provisions of Sections 8.2 through 8.7. 8.2 Uses: 8.2.1 2003 IBC, 2003 IRC, 2000 IBC, and 2000 IRC: See Section 2.0 of this report. 8.2.2 UBC: Replace the information in Section 2.0 with the following: Simpson Strong -Tie face -mount hangers are used as wood framing connectors in accordance with Section 2318.4.8 of the UBC. 8.3 Description: 8.3.1 2003 IBC and 2003 IRC: See Section 3.0 of this report. 8.3.2 2000 IBC and 2000 IRC: See Section 3.0 of this report, except modify Section 3.2.3 of this report to reference Section R323.3 of the IRC. 8.3.3 UBC: See Section 3.0 of this report, except modify the first sentence in the last paragraph of Section 3.2.3 as follows: Fasteners used in contact with preservative treated ESR -2549 or fire retardant treated lumber must, as a minimum, comply with UBC Section 2304.3. 8.4 Design and Installation: 2003 IBC, 2003 IRC, 2000 IBC, 2000 IRC, and UBC: See Section 4.0 of his report. 8.5 Conditions of Use: 8.5.1 2003 IBC, 2003 IRC 2000 IBC, and 2000 IRC: The Simpson Strong -Tie products described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 8.0, subject to the same conditions of use indicated in Section 5.0 of this report. 8.5.2 UBC: The Simpson Strong -Tie products described in this report comply with, or are suitable alternatives to what is specified in, the UBC, subject to the same conditions of use indicated in Section 5.0 of this report, except the last sentence of Section 5.5 is replaced with the following: Fasteners used in contact with preservative treated or fire retardant treated lumber must, as a minimum, comply with UBC Section 2304.3. 8.6 Evidence Submitted: 2003 IBC, 2003 IRC 2000 IBC, 2000 IRC, and UBC: See Section 6.0 of this report. 8.7 Identification: 2003 IBC, 2003 IRC 2000 IBC, 2000 IRC, and UBC: See Section 7.0 of this report. Page 4of10 11 ESR -2549 MODEL No. DIMENSIONS' -- - (Inches) -- - - --- ...a.a-.- .- ... FASTENERS2 (Quantity -Type) -.vv , seas , „G G vGIRIGV JV1v 1 ni- wiucno g a s ALLOWABLE LOADS (Ibs) W H B Headers Joist Uplifts Download Co = 1.33 or =1.6 CD =1.0 CD =1.15 CD =1.25 10d 16d 10d 16d 10d 16d LU24 19/16 3% 134 4 2- 10dx1'/ 245 445 530 510 610 555 665 LU26 19/16 4% 1' /a 6 4- 10dx1'% 490 665 800 765 920 830 1,000 LU28 19 /18 634 1'% 8 6- 10dx134 735 890 1,065 1,025 1,225 1,110 1,300 L1J210 For SI: 1 inch 19/16 = 2N 4 713/16 mm 1 Ulf 1'/s =AAA m 10 6- 10dx1'/s 735 1,110 1,330 1,275 1,530 1,390 1,660 1. Refer to Figure 1 (this page) for definitions of hanger nomenclature (W, H, B). 2. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3. Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4. LU Series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0.125 inch (3.2 mm). 5. The quantity of 10d or 16d common nails specified in the "Header" column under "Fasteners" is required to achieve the tabulated allowable loads shown in the Allowable Download "10d" or "16d" columns. 6. Allowable uplift loads are for hangers installed with either 10d or 16d common nails into the supporting header/beam, and have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govem. FIGURE 1 —LU SERIES HANGER Page 5 of 10 TABLE 2- ALLOWABLE LOADS FOR THE U SERIES JOIST HANGERS ESR -2549 MODEL No. DIMENSIONSI (inches) FASTENERS2 (Quantity -Type) ALLOWABLE LOADS''' (Ibs) Uplift 6 P Download W H B Header'' Joist CD = 1.33 or =1.6 CD = 1.0 CD = 1.15 CD = 1.25 10d 16d 10d 16d 10d 16d U24 18/18 31/8 2 4 2- 10dx11/2 240 445 530 510 610 555 665 U26 18/16 43/4 2 6 4- 10dx11/2 480 665 800 765 920 830 1,000 U210 18/16 713/16 2 10 6- 10dx11/2 720 1,110 1,330 1,275 1,530 1,390 1,660 U214 18/16 10 2 12 . 8- 10dx11/2 960 1,330 1,595 1,530 1,835 1,665 1,995 U34 28/18 33/8 2 4 2- 10dx11/2 240 445 530 510 610 555 665 1136 28/16 53/8 2 8 4- 10dx11/2 480 890 1,065 1,025 1,225 1,110 1,330 U310 28/16 87/8 2 14 6- 10dx11/2 720 1,555 1,860 1,790 2,140 1,940 2,330 U314 28/16 101/2 2 16 6- 10dx11/2 720 1,775 2,130 2,040 2,450 2,220 2,660 U44 33/18 27/8 2 4 2 -10d 295 445 530 510 610 555 665 U46 38/16 47/8 2 8 4-10d 590 890 1,065 1,025 1,225 1,110 1,330 U410 38/10 83/8 2 14 6-10d 890 1,555 1,860 1,790 2,140 1,940 2,330 U414 38/18 10 2 16 6-10d 890 1,775 2,130 2,040 2,450 2,220 2,660 U24-2 31/8 3 2 4 2 -10d 295 445 530 510 610 555 665 U26-2 31/8 5 2 8 4 -10d 590 890 1,065 1,025 1,225 1,110 1,330 1)210 -2 31/8 81/2 2 14 6-10d 890 1,555 1,860 1,790 2,140 1,940 2,330 1166 51/2 5 2 8 4-10d 590 890 1,065 1,025 1,225 1,110 1,330 U610 51/2 81/2 2 14 6-10d 890 1,555 1,860 1,790 2,140 1,940 2,330 1)210 -3 51/2 73/4 2 14 6-10d 890 1,555 1,860 1,790 2,140 1,940 2,330 U24R 21/18 3'/8 2 4 2- 10dx11/2 240 445 530 510 610 555 665 U26R 21/18 55/8 2 8 4- 10dx11/2 480 890 1,065 1,025 1,225 1,110 1,330 U210R 21/18 91/8 2 14 6- 10dx11/2 720 1,555 1,860 1,790 2,140 1,940 2,330 U44R 41/18 28/8 2 4 2 -16d 355 445 1530 510 610 555 665 U46R 41/18 45/8 2 8 4-16d 710 890 1,065 1,025 1,225 1,110 1,330 U41OR 41/18 81/8 2 14 6-16d 1,065 1,555 1,860 1,790 2,140 1,940 2,330 U66R 6 5 2 8 4-16d 710 890 1,065 1,025 1,225 1,110 1,330 U61OR 6 81/2 2 14 For Si: 1 inch = 25.4 mm _ 1 Ihf = a dF Al 6-16d 1,065 1,555 1,860 1,790 2,140 1,940 2,330 1. Refer to Figure 2 (this page) for definitions of hanger nomenclature (W, H, B). 2. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties 3. Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4. U Series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). 5. The quantity of 10d or 16d common nails specified in the "Header° column under "Fasteners" is required to achieve the tabulated allowable loads shown in the Allowable Download "10d° or "16d° columns. 6. Allowable uplift loads are for hangers installed with either 10d or 16d common nails into the supporting header/beam, and have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other Toad durations govem. FIGURE 2 -U SERIES HANGER (See Table 2- above) FIGURE 3a-HU SERIES HANGER (See Table 3 -Next Page) FIGURE 3b-HUC SERIES HANGER (See Table 3, Footnote 3 -Next Page) Page 6 of 10 MODEL NO. HU26 HU28 TABLE 3- ALLOWABLE LOADS FOR THE HU /HUC SERIES JOIST HANGERS HANGER DIMENSIONS1 (Inches) FASTENERS2 (Quantity -Type) ESR -2549 ALLOWABLE LOADS (Ibs)34'5 HU210 HU212 HU214 HU34 HU36 HU38 HU310 HU312 HU314 HU316 HU44 HU46 HU48 HU410 HU412 HU414 HU416 HU66 HU68 W 9 1/16 19/16 19/16 s 1 /1s 19/18 8 2 /16 29/18 s 2 /16 s 2 /1s 29/16 29/16 29/16 9 3/16 39/16 • 39/16 39/16 39/16 39/18 9 3 /ts HU610 HU612 HU614 HU616 HU24 -2 HU26 -2 HU28 -2 HU210 -2 HU212 -2 HU214 -2 HU216 -2 HU310 -2 HU312 -2 HU314 -2 HU210 -3 HU212 -3 HU214 -3 51/ 51/2 51/2 51/2 51/2 51/2 31/8 31/8 31/8 31/8 31/8 31/8 31/8 51/8 51/e 51/8 H 1 3 /1s 51/4 71/8 9 B Header Joist Uplifts Download 2% 4-16d 2- 10dx11/2 CD =1.33 or = 1.6 240 CD =1.0 Co =1.15 Co =1.25 2 34 2' /e 6-16d 8-16d 4- 10dx11/2 4- 10dx11/2 480 535 805 615 925 480 101/8 33/8 53/8 71/8 87/8 2'/4 10-16d 6- 10dx1'/2 720 2'/ 12 -16d 6- 10dx11/2 720 2' /z 4-16d 2- 10dx11/2 240 1,070 1,340 1,610 2% 8-16d 4- 10dx11/2 480 2 %z 10-16d 4- 10dx11/2 480 106 /s 123/8 141/8 27/8 2'34 • 14-16d 6- 10dx11/2 720 2% 16-16d 6- 10dx11/2 720 2'/z 18-16d 8 -10dx1 1/2 960 2 %: 20-16d 8- 10dx11/2 960 53/16 2% 4-16d 2 -10d 300 535 1,230 1,540 1,850 1,070 1,340 1,875 2,145 2,410 2,680 1 6 3 /16 85/8 105/15 125/8 139/8 43/18 513/18 /18 75/8 93/8 2'/2 8-16d 4-10d 605 2'/z 10 -16d 4-10d 605 2'/z 14-16d 6-10d 905 2 % 16 -16d 6-10d 905 2'/z 2 34 • 18 -16d 8-10d 1,205 2% 20 -16d 8-10d 1,205 8-16d 4-16d 715 2'/z 10 -16d 4-16d 715 2% 2' /z 14-16d 16-16d 6-16d 6-16d 1,070 1,070 535 615 670 1,005 1,340 1,675 2,010 1,230 1,540 2,155 2,465 2,770 3,080 1,070 1,340 1,875 2,145 2,410 2,680 1,070 1,340 1,875 615 670 1,340 1,675 2,345 2,680 3,015 3,350 1,230 1,540 2,155 2,465 2,770 3,080 1,230 1,540 2,155 670 1,340 1,675 2,345 2,680 3,015 3,350 1,340 1,675 2,345 115/8 2 %z 1211/18 1 3 /18 53/8 7 2% 18-16d 20 -16d 8-16d 8-16d 1,430 1,430 2,145 2,410 2,465 2,770 2,680 3,015 2% 4-16d 2 -10d 300 2,680 2% 8-16d 4-10d 605 813/18 2 %: 10 -16d 4-10d 605 108/18 2 %2 14 -16d 6-10d 905 1213/16 137/8 411/16 4"/18 411/18 HU216 -3 411/16 87/8 2% 16 -16d 6-10d 905 2% 2' /z 18-16d 20 -16d 8-10d 8-10d 1,205 1,205 535 3,080 1,070 1,340 1,875 2,145 2,410 615 3,350 1,230 1,540 2,155 2,465 2,770 670 1,340 1,675 2,345 2,680 3,015 2% 14-16d 6-10d 905 2,680 3,080 3,350 105/8 125/8 9 8/18 2 %2 16 -16d 6-10d 905 2' /z 234 18 -16d 14-16d 8-10d 6-10d 1,205 1,875 2,145 2,410 2,155 2,770 2,770 2,345 2,680 3,015 106/16 121/18 137/8 905 2'/ 16 -16d 6-10d 905 2 %z 2'/ 18 -16d 8-10d 1,205 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 1. Refer to Figures 3a and 3b (previous page) for definitions of hanger nomenclature (W, H, B). 2. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties 3. HU series hangers with widths (W) equal to or greater than 2 9/18 inches (65 mm) are available with header flanges tumed in (concealed) and are identified with the model designation HUC#. See Figure 3b (previous page). 4. Tabulated allowable Toads must be selected based on duration of Toad as permitted by the applicable building code. 5. HU Series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the Joist is 0.125 inch (3.2 mm). 6. Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govem. 20 -16d 8-10d 1,205 1,875 2,145 2,410 2,680 2,155 2,465 2,770 3,080 2,345 2,680 3,015 3,350 Page 7 of 10 MODEL NO. LUS24 LUS26 LUS28 TABLE 4- ALLOWABLE LOADS FOR THE LUS SERIES JOIST HANGERS DIMENSIONS' (inches) COMMON NAILS3 (Quantity-Type) ESR -2549 ALLOWABLE LOADS3.4 (Ibs) LUS210 LUS24 -2 LUS26 -2 LUS28 -2 LUS210 -2 LUS214 -2 LUS44 LUS46 LUSO _ W 19/16 19/16 19/16 1 9 /16 31/8 31/8 31/8 31/8 31/s H 31/8 43/4 6$ /s 713/18 31/8 13/4 13/4 13/4 13/4 4-10d 930 830 955 Header Joists Uplifts Download CD =1.33 or = 1.6 Co = 1.0 Co =1.15 CD = 1.25 4-10d 4-10d 2 -10d 465 640 735 800 6-10d 4-10d 930 8-10d 4-10d 930 4'18/16 2 2 4-16d 4-16d 2 -16d 440 1,055 1,275 765 1,215 1,465 880 1,040 1,320 1,595 960 4-16d 39/16 39/16 3946 7 815/18 2 2 6-16d 8 -16d 4-16d 1,140 1,140 1,000 1,265 1,150 1,455 1015/18 10 -16d 6-16d 6-16d 1,710 1,765 2,030 1,250 1,585 2,210 2 4-16d 2 -16d 1,710 2,030 2,335 2;540 43/4 2 4-16d 63 LUS410 LUS414 e 3/1e 9 3 /16 8% 2 4-16d 440 765 880 960 103/4 2 6-16d 8-16d 4-16d 6-16d 1,140 1,140 1,710 1,000 1,150 1,250 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 1. Refer to Figure 4 (this page) for definitions of hanger nomenclature (W, H, B). 2. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3. Tabulated allowable Toads must be selected based on duration of load as permitted by the applicable building code. 4. When LUS Series hangers support joists, they provide torsional resistance, which is defined as a moment of not Tess than 75 pounds (334 N) times the depth of the Joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist 1s 0.125 inch (3.2 mm). 5. Joist nails must be driven at a 45 degree angle through the joist into the header/beam (double shear nailing) to achieve the tabulated loads. 6. Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govern. 2 10-16d 6-16d 1,710 1,265 1,765 2,030 1,455 2,030 2,335 1,585 2,210 2,540 FIGURE 4 -LUS SERIES HANGER Page 8 of 10 MODEL NO. TABLE 5- ALLOWABLE LOADS FOR THE MUS SERIES HANGERS DIMENSIONS' (Inches) ESR -2549 W H B MUS26 1 5/18 53/18 MUS28 1 9/18 6/4 2 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. COMMON NAILSZ ALLOWABLE LOADS4 4 (Quantity -Type) (Ibs) Upllft6 I Download Header Joists Cn= 1.33or = 1.6 Co =1.0 6-10d 6-10d 1,090 8-10d 8-10d 1,555 1,310 1,750 Cp =1.15 Co =1.25 1,505 1,640 2,010 2,185 1. Refer to Figure 5 (this page) for definitions of hanger nomenclature (W, H, B). 2. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3. Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4. When MUS series hangers support solid -sawn joists, they provide torsional resistance, which is defined as a moment of not Tess than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). 5. Joist nails must be driven at a 45 degree angle through the joist into the header/beam (double shear nailing) to achieve the tabulated loads. 6. Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govem. T FIGURE 5 -MUS HANGER (see Table 5) MODEL NO. FIGURE 6-HUS SERIES HANGER (see Table 6) TABLE 6- ALLOWABLE LOADS FOR THE HUS SERIES HANGERS DIMENSIONS' COMMON NAILS2 ALLOWABLE LOADS3'4 (Inches) I (Quantity -Type) ( ) Ibs Uplifts Download H B Header HUS26 16/8 53/8 3 14-16d HUS28 18/8 71/18 3 22 -16d HUS210 15/8 91/18 3 30 -16d HUS46 38/18 45/18 2 4-16d HUS48 38/18 616/18 2 6-16d HUS410 38/18 815/18 2 8-16d HUS412 35/18 103/4 2 10 -16d HUS26 -2 31/8 53/18 2 4-16d HUS28 -2 31/8 73/18 2 6-16d HUS210 -2 31/8 93/18 2 8-16d HUS212 -2 31/8 11 2 10-16d For SI: 1 inch = 25.4 mm, 1 pound = 4.45 N. Joists CD= 1.33 or = 1.6 Co =1.0 CD =1.15 CD =1.25 6-16d 1,550 2,565 2,990 3,205 8-16d 2,000 3,585 3,700 3,775 10 -16d 2,845 3,775 3,920 4,020 4-16d 1,080 1,005 1,115 1,255 6-16d 1,550 1,505 1,730 1,885 8-16d 2,160 2,010 2,310 2,510 10-16d 2,700 2,510 2,885 3,140 4-16d 1,080 1,005 1,115 1,255 6-16d 1,550 1,505 1,730 1,885 8-16d 2,160 2,010 2,310 2,510 10 -16d 2,560 2,510 2,885 3,140 1. Refer to Figure 6 (this page) for definitions of hanger nomenclature (W, H, B). 2. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3. Tabulated allowable Toads must be selected based on duration of lead as permitted by the applicable building code. 4. Where HUS series hangers support solid -sawn joists, they provide torsional resistance, which is defined as a moment of not Tess than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). 5. Joist nails must be driven at a 45 degree angle through the joist into the header/beam (double shear nailing) to achieve the tabulated loads. 6. Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govem. Page 9 of 10 ESR -2549 MODEL NO. DIMENSIONS' -- - -- (inches) . •-- ••••.- ...-... 1....,...”,a rvn COMMON NAILS2 (Quantity -Type) 1 nc nnuo aCIe1C7 i1ANUMI( ALLOWABLE LOADS34 (ibs) W H B Header Joists Uplift6 Download CD= 1.33 or = 1.6 CD= 1.0 CD= 1.15 Cn =1.25 HHUS26 -2 35/16 57/16 3 14-16d 6-16d 1,550 2,580 2,965 3,225 HHUS28 -2 33/16 71/2 3 22 -16d 8-16d 2,000 3,885 4,470 4,855 HHUS210 -2 35/16 91/8 3 30 -16d 10-16d 2,855 5,190 5,900 5,900 HHUS46 36/6 51/4 3 14-16d 6-16d 1,550 2,580 2,965 3,224 HHUS48 364 71/6 3 22 -16d 8-16d 2,000 3,885 4,470 4,855 HHUS410 ForSI: 1 inch = 35/8 25.4mm 9 1 Ihf =ddFN 3 30-16d 10 -16d 2,855 5,190 5,900 5,900 1. Refer to Figure 7 (this page) for definitions of hanger nomenclature (W, H, B). 2. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3. Tabulated allowable Toads must be selected based on duration of load as permitted by the applicable building code 4. Where HUS series hangers support solid -sawn joists having a maximum depth of 11 inches, they provide torsional defined as a moment of not Tess than 75 pounds (334 N) times the depth of the joist at which the lateral movement the joist with respect to the vertical position of the Joist is 0.125 inch (3.2 mm). 5. Joist nails must be driven at a 45 degree angle through the joist into the header/beam to achieve the tabulated load 6. Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The must be reduced when other load durations govem. resistance, which is of the top or bottom of 7 FIGURE 7 -HHUS SERIS HANGER (see Table 7) s. allowable uplift Toads FIGURE 8-SUR/L SERIES HANGER (see Table 8) MODEL NO. - - - -... - -- ..... DIMENSIONS' (inches) .vv . v,♦ „ 1a. , .,ru uz_ FASTENERS2 (Quantity -Type) o=ruco J!JIA 1 nMIYU' CIA ALLOWABLE LOADSZ4 (Ibs) W H B Al A2 Header Joist Uplifts Download CD =1.33 or =1.6 CD 1.0 CD 1.15 CD= 1.25 SUR/L24 16/16 31/16 2 11/8 1% 4-16d 4- 10dx11/2 450 530 61G 665 SUR/L26 19/18 5 2 11/8 11/4 6-16d 6- 10dx11/2 720 800 960 1,000 SUR/L26 -2 31/8 415/16 25/8 11/2 23/6 8-16d 4- 16dx11/2 710 1,065 1,225 1,330 SUR/L210 16/16 83/16 2 11/8 11/4 10-16d 10- 10dx11/2 1,200 1,330 1,530 1,660 SUR/L214 19/16 10 2 11/8 11/4 12 -16d 12- 10dx11/2 1,440 1,595 1,835 1,995 SUR/L210 -2 31/8 811/18 25/6 11/2 23/6 14-16d 6- 16dx21/2 1,065 1,860 2,140 2,330 SUR/L414 For SI: 1 inch = 254 39/16 mm 121/2 1 Ihf = d dA 25/6 N 1 23/8 18-16d 8- 16dx21/2 1,420 2,395 2,500 2,500 1. Refer to Figure 8 (this page) for definitions of hanger nomenclature (W, H, B). These hangers have a 45° skew. 2. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3. Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4. Where SUR/L series hangers support solid -sawn Joists, they provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). 5. Allowable uplift loads have been increased for wind or earthquake loading with no further Increase is allowed. The allowable uplift loads must be reduced when other load durations govem. • Page 10 of 10 ESR -2549 TABLE 9 —ALLOW MODEL. NO. DIMENSIONS1 (inches) FASTENERS2 (Quantity -Type) ALLOWABLE LOADS3'4 (Ibs) W H B Al A2 Header Joist Uplifts Download Co =1.33 or =1.6 CD= 1.0 CD= 1.15 CD= 1.25 HSUR/L26 -2 31/8 415118 2' /1e 11/4 23/16 12 -16d 4- 16dx21/2 715 1,610 1,850 2,000 HSUR/L210 -2 31/8 811/16 21/16 11/4 23/16 20-16d 6- 16dx21/2 1,070 2,680 3,080 3,350 HSUR/L214 -2 31/8 1211/16 27/16 11/4 23/16 26-16d 8- 16dx21/2 1,430 3,485 4,005 4,355 HSUR/L46 39/16 43/4 27/16 1 23/16 12 -16d 4-16d 715 1,610 1,850 2,000 HSUR/L410 39/16 81/2 27/16 1 23/16 20-16d 6-16d 1,070 2,680 3,080 3,350 HSUR/L414 36/16 121/2 27/16 1 23/16 26-16d 8-16d 1,430 3,485 4,005 4,355 . 1 1111.11 — GJ.V 111111 I IVI - V.VO IV. 1. Refer to Figure 9 (this page) for definitions of hanger nomenclature (W, H, 8). These hangers have a 45° skew. 2. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3. Tabulated allowable Toads must be selected based on duration of load as permitted by the applicable building code. 4. Where HSUR/L series hangers support solid -sawn joists, they provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). 5. Allowable uplift loads have been increased for wind or earthquake loading with no further increase is allowed. The allowable uplift loads must be reduced when other load durations govem. FIGURE 9— HSUR/L SERIES HANGER MIAINI•DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 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: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", dated 02/13/03, with last revision on 07/19/06, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, 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 renews NOA # 05- 0701.04 and consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. 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 MIAMI DARE COUNTY APPROVED NOA No: 08-0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 Page 1 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", dated 02/13/03 with last revision on 07/19/06, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA No. 05- 0701.04" B. TEST Test reports on wood connectors per ASTM D1761 by Product and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. Report No. Wood Connector Direction 1. PT 02 -4073 NVTA Upward 2. PT 02 -4075 NVTA Upward 3. PT 02 -4074 NVTA Upward 4. PT 02 -3938 NVTA Upward 5. PT 03 -4177 NVRT36 Upward 6. PT 03 -4202 NVRT36 -T Upward 7. PT 03 -4271 NVRT36 -T Upward 8. PT 03 -4270 NVRT24 -T Upward 9. PT 02 -4095 NVUH26 Up & Downward 10. PT 02 -4096 NVBH24 Up &Downward 11. 31- 22456.0002 NVTA & NVTAS Lateral 12. PT 04 -4698 NVTH24 13. PT 04 -5036 NVTH24 C. CALCULATIONS Report of Design Capacities prepared by V. Product Model No. of Pages 1. NVBM24 7 through 8 2. NVRT 9 through 14 3. NVTA & NVTAS 1 through 6 4. NVTA & NVTAS 1 through 14 5. NVRT 15 through 15 "Submitted under NOA No. 04- 1202.01" Testing, Inc., signed Date 11/06/02 11/07/02 11/06/02 08/06/02 02/03/03 02/19/03 03/27/03 03/27/03 01/17/03 12/03/02 07/06/02 Upward Parallel/Perpendicular 04/15/04 Upward Load 12/10/04 N. Tolat, P.E. Date 05/05/03 05/05/03 05/05/03 02/06/03 07/07/03 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Signature. V. N. Tolat, RE V. N. Tolat, P.E. V. N. Tolat, F.E. V. N. Tolat, P.E. V. N. Tolat, P.E. 1/1'x"''" s /z10r arlos M. Utrera, P.E. Product Control Examiner NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 E -1 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EMATERIAL CERTIFICATIONS E. STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/03 signed and sealed by V. N. Tolat, P.E. "Submitted under NOA No. 04-1202.01" 2. Letter to Nu -Vue Industries issued by Building Code Compliance Office on 08/10/04 and signed by C. F. Font, P.E. "Submitted under NOA No. 04-1202.01" G. OTHER 1. Notice of Acceptance No. 08- 0326.11, issued to Nu -Vue Industries, Inc., approved on 09/14/06 and expiring on 08/21/08. Al Carlos M. Utrera, P.E. Product Control Examiner NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 E -2 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Length ) Product Code Gauge seat Gouge strap ( 16 NVTA -16 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 2D NViA -20 NVTAS 216 20 14 22 NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 26 NVTA -26 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NViA -30 NVTAS 226 20 14 36 NVTA -36 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 General Notes No. of Fasteners each strap 10d Maximum Allowable Load (Ibs) L2 Single & Double Straps Uplift Single Strap Uplift Doubts„ L1 Single & Double Straps NVTA 5 757 1514 250 500 8 805 1610 250 500 7 854 1708 250 500 8 902 *1804 250 500 9 951 *1902 250 500 10 999 *1998 250 500 11 1048 *2096 250 500 12 1098 *2192 250 500 13 1145 *2290 250 500 14 1193 *2290 250 500 *Note: For 8 or more naps per strap, use double truss for double straps. 1. Steel shall conform to ASTM A653. structural grade 33 (Min. yield 33 kW) and a minimum galvanized carting of 0 60 per ASTM A525. 2. Allowable loads are based on National Deeing specifications (NDS) for wood construction, 2001 Edition and Florldo Building Code 2004. 3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species shall be adjusted accordingly. 4. Nat values are based on NDS table 11P, Ge0.55 for common wire naps and have been reduced for Penetration Depth factor CD. 5. Allowable loads for wind uplift have already been Increased by a duration tacker of 1.6 for anchor nape. 33% steal stress increase 1* not used M the tabulated values. 6. Allowable loads for more than one direction for a single connection cannot be added together. A design Toad which can be divided into components In the directions given must be evaluated as follows: Mbwame epr. + oL + AaowaWa-2i4 <.. 1.0 7. Allowable loads are based on 14° thick wood members unless otherwise noted. 8. All tie beams and grouted concrete masonry shall comply with chapters 19 and 21 of 2004 FBC. Concrete for tie beams and grout and mortar for concrete masonry shall be a min. of 2500 psi. Concrete masonry shall comply with ASTM 9. NI teats have been Inducted in accordance with AS1M D -1761. TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Length (in) Product Code Gouge seat Gauge strap 16 NVTA -18 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NViA -20 NViAS 216 20 14 22 NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 28 NVTA -26 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 228 20 14 36 NVTA -36 NViAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 55il \ '� Reinforcements inforcements Required Perpendicular to wail L2 No. of Fasteners each strap 10d x 1.5° Maximum Allowable Load (Ibs) Uplift Siingle Strap Uplift Double L1 Sin le &Double Straps L2 Single & Double Straps 5 1032 2236 250 500 6 1127 2254 385 565 7 1136 2272 520 630 8 1144 *2288 520 630 9 1153 *2308 520 630 10 1181 *2322 520 630 11 1170 *2340 520 630 12 1178 *2356 520 630 13 1187 *2374 520 630 *Note For 8 or more nails per strap, use double truss for double straps. ALWRilla saewmpttewM diatPO ds EY�ii u. ar * btu %1fI1C� Pardee' Ll to wall VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 'd-- Concrete Tie Beam or TIe Beam formed with concrete filed masonntODUCTIIENEWED Hales Ella amdYkrwithlhsFtalds Ammo= No } f 21` 21° NVTA, NVTAS u — Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah. Florida 33013 PHONE (305) 694 -0397 FAX: (305) 694 -0398 NVTA AND NVTAS TRUSS ANCHORS DWG f% NU -2 Sheet: 1 of 4 Date: FEB. 13, 2003 Revisions:July 7, 2003 June 16, 2005 Jan. 10, 2006 July 19, 2008 TABLE 5 NVRT Flat and Twisted Rafter Ties Length (in) Product Code Gauge 12 NVRT -12 14 16 NVRT -16 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -36 14 48 NVRT -48 14 16d Fasteners Maximum Up ift Load (Ibs) TOTAL. memegg* Flat Ties Twisted Ties 8 4 725 724 10 5 861 880 12 6 998 996 14 7 1135 1132 Notes 1. Specify "F` for Flat and "T" for Twisted when ordering. 2. Fastener values are based on a minimum lr thick wood members. 3. • Indicates no. of nails in each connected wood member. 4. See General Notes, sheet 1. • • LENGTH HALF HALF Connected Connected to truss I to wall UPLIFT • 1 ` 2 ° Min. edge distance I � 9 Reinforcement required TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Length (in) Product Code Gauge 12 NVRT -12 14 16 NVRT -16 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -38 14 48 NVRT -48 14 Notes: No. of 16d nails to Wood Framing No. of 4" diameter Tapcons to Concrete Maximum Uplift Load (Ibs) 4 6 722 5 7 . 856 6 8 991 7 9 1125 1. iTW tapcons shall be embedded a minimum of 14" into concrete ttebearn or tlebeam formed with concrete filled masonry. ITW tapcons shall have a min. edge distance of 23° and minimum spacing of 11" as shown. 2. See General Notes, sheet 1. 3. M tapcons must be in the same row space at 11i" on centers. Do not use holes in the opposite row. Strap must be long enough to accommodate required tapcons. Tie Beam formed with concrete filled masonry or concrete Ue beam VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 3 1" 0 1" — o o — NVRT - - Anc- h- or Holes dia. 4," Do not Use circled holes Note r 16d "Tapcons t" Nu — Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE (305) 694 -0397 FAX (305) 894 -0398 NVRT FLAT AND TWISTED RAFTER TIES DWG I: Sheet: Date: NU -2 3 of 4 FE9. 13. 2003 Revlsions:July 7. 2003 June 15, 2005 Jan. 10, 2008 July 19, 2008 slot 0.10rx 1' NVTH t)} Truss plate required to transfer load to bottom chord se/ eReinforcements Required i+ Truss plate required to transfer load to bottom chord Double Stip Concrete Tie Beam Double Truss or Tie Beam formed _ with concrete filled masonry Reinforcements Required Single Strap Single Truss Concrete Tie Beam or Tie Beam formed with concrete Sled masonry 5 Nails In Front (Min.) Nails t0d x 1.5' Nags on Front & Back Shall be off centered Nu to teetioa d'e701 .L 3 Amoy' J. -r2.• • fofail Ir H Length (in) 12 14 Product Code NVTH -16 NVTH -18 TABLE 7 Truss Anchors NVTH Gauge seat 18 18 Gauge strap 14 14 16 NVTH -20 18 14 18 NVTH -22 18 14 20 NVTH -24 18 14 22 NVTH -26 18 14 24 NVTH -28 18 14 26 NVTH -30 18 14 32 44 NVTH -36 NVTH -48 18 18 14 14 VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANIUN CREEK LANE HOUSTON, T% 77068 No. of Fasteners In each Strap 10d x 1.5° 6 7 10 11 12 13 Maximum Uplift Loads (ibs) Single Strap on Single Truss 1032 1222 1275 1329 1383 1437 1490 1544 1598 NVTH Double Straps on Double Truss 2064 2444 2550 2658 2766 2874 2980 3088 3196 Nu — Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 Phone: (305) 894 -0397 Fain (305) 694 -0393 NVTH ANCHORS DWG #: NU -2 Sheet: 4 of 4 Date: JULY 19, 2006 Revisions: TABLE 3 NVBH 24 BUTTERFLY HANGER Notes: 1. Use all specified fasteners in schedule to achieve values Indicated 2. Values are based on 1r header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.® Mid Span DOWNWARD LOAD TABLE 4 NVUH 26 JOIST HANGER 9 I— t) o i � a GAUGE FASTENER SCHEDULE ALLOWABLE LOADS (Ibs.) gi m ROM COD DOWNWARD GRAVITY LOADS WIND UPLIFT LOAD 2x6 NVUH26 14 143 ?a GRAVITYWLOADS 2x4 NVBH24 18 12 6 1113 Notes: 1. Use all specified fasteners in schedule to achieve values Indicated 2. Values are based on 1r header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.® Mid Span DOWNWARD LOAD TABLE 4 NVUH 26 JOIST HANGER 9 I— t) o i � a La g FASTENER SCHEDULE ALLOWABLE LOADS Ibs ) 6 m° 14. c x $ DOWNWARD GRAVITY LOADS WIND UPLIFT LOAD 2x6 NVUH26 14 20 10 2233 1213 Notes: 1. Use all specified fasteners In schedule to achieve values indicated. 2. Values are based on 3" header thickness and 14" Joist thickness. 3. See General Notes. Sheet 1. VIPIN N. TOLAT, PE (CIVIL) R. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 AC615-Y6j SYMM.® Mid Span UPLIFT •� ±s., _e ?aid) ■Wit .04. DOWNWARD LOAD eaonucraanewED 8 +dlelaeivatae xop8 ,,.411,11 13o8axCoasol Nu — Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE (305) 694 -0397 FAX: (305) 694 -0398 NVBH 24 AND NVUH 26 HANGERS DWG #: NU -2 Sheet: 2 of 4 Date: FEB. 13, 2003 Revisions: July 7. 2003 June 15, 2005 Jan. 10, 2008 July 19, 2008 MECAWind Version 2,1,0.6 per ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2012 www.recaentelyrises.com Date Company Name Address City State File Location: : 5/23/2012 : MARK E REARDON : 15790 SW 88 AVE : PALMETTO BAY : FL C: \Program Files (x86) Project No. Designed By Description : NEW WINDOWS & DOORS Customer Name : PUYANIC RENOVATION Proj Location : 9258 N BAYSHORE DR \MECAWind \Default.wnd Detailed Wind Load Design (Method 2) per ASCE 7 -05 All pressures shown are based upon ASD Design, with a Load Factor of 1 Basic Wind Speed(V) = 146.00 mph Structural Category = II Natural Frequency = N/A Importance Factor = 1.00 Damping Ratio (beta) = 0.01 Alpha = 9.50 At = 0.11 Am = 0.15 Cc = 0.20 Epsilon = 0.20 Slope of Roof = 1.5 : 12 Ht: Mean Roof Ht = 11.30 ft RHt: Ridge Ht = 13.50 ft OH: Roof Overhang at Eave= 3.00 ft 2 Bldg Length Along Ridge = 105.00 ft Structure Type = Building Exposure Category = C Flexible Structure = No Kd Directional Factor = 0.85 Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = 900.00 ft = 1.00 = 0.65 = 500.00 ft - 15.00 ft = 7.13 Deg = Gabled = 9.25 ft = 3760.00 ft" Bldg Width Across Ridge= 63.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.91 0.88 0.85 Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) M *zeW'7 21 Le/ -7J/z MARK E. REARDON, INC. 15790 S.W. 88th Avenue Palmetto Bay, FL 33157 r B Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) Kht: Topographic Factor (Figure 6 -4) Qh: .00256 *(V) ^2 *I *Kh *Kht *Kd Cpww: Windward Wall Cp(Ref Fig 6 -6) Roof Area Reduction Factor based on Roof Area 0.85 = 1.00 = 39.37 psf = 0.80 = 3760.00 ft ^2 = 0.80 MWFRS -Wall Pressures for Wind Normal to 105 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 Side Walls -0.70 Wall -23.82 -9.65 -30.52 -16.34 Elev Kt Kzt qz Press Press Total ft psf +GCpi -GCpi + / -GCpi Windward 13.50 0.85 1.00 39.37 19.69 33.86 43.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure + GCpi(psf) - GCpi(psf) 0.0 ft to 5.7 ft 5.7 ft to 11.3 ft 11.3 ft to 22.6 ft 22.6 ft to 63.Oft -0.90 -0.90 -0.50 -0.30 -37.21 -23.03 -37.21 -23.03 -23.82 -9.65 -17.13 -2.95 MWFRS -Wall Pressures for Wind Normal to 63 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.37 Side Walls -0.70 -19.36 -5.18 -30.52 -16.34 Wall E1ev KZ Kzt qz Press Press Total ft psf +GCpi -GCpi + / -GCpi Windward 13.50 0.85 1.00 39.37 19.69 33.86 39.05 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) - GCpi(psf) 0.0 ft to 5.7 ft 5.7 ft to 11.3 ft 11.3 ft to 22.6 ft 22.6 ft to 105.0 ft -0.90 -37.21 -23.03 -0.90 -37.21 -23.03 -0.50 -23.82 -9.65 -0.30 -17.13 -2.95 r MECAWind Version 2.1.0.6 ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date : 5/23/2012 Project No. Company Name : MARK E REARDON Designed By Address : 15790 SW 88 AVE Description : NEW WINDOWS & DOORS City : PALMETTO BAY Customer Name : PUYANIC RENOVATION State : FL Proj Location : 9258 N BAYSHORE DR File Location: C: \Program Files (x86) \MECAWind \Default.wnd a 3F 2 13 I 1 1 1 1 1 1 1 1 1 1 1 1 3e 2 2 Gable R.aof7 <0<=45 Wind Pressure on Components and Cladding All pressures shown are based upon ASD Design, with a Load Factor of 1 Width of Pressure Coefficient Zone "a" = 4.52 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf window A 9.25 3.20 29.6 5 0.83 -1.23 39.57 -55.66 window B 3.10 3.20 9.9 4 0.90 -1.10 42.52 -50.40 window C 6.20 4.20 26.0 4 0.83 -1.03 39.92 -47.51 window D 3.10 1.50 4.7 4 0.90 -1.10 42.52 -50.40 window E 6.20 4.00 24.8 4 0.84 -1.03 40.06 -47.66 window F 3.00 8.00 24.0 4 0.84 -1.03 40.14 -47.76 window G 2.60 8.00 21.3 5 0.85 -1.28 40.46 -57.64 window H 4.50 6.20 27.9 4 0.83 -1.02 39.74 -47.30 window J 6.20 3.20 19.8 5 0.85 -1.29 40.66 -58.07 window K 3.10 3.20 9.9 4 0.90 -1.10 42.52 -50.40 window L 3.40 6.70 22.8 4 0.84 -1.04 40.29 -47.91 window M 3.10 6.20 19.2 4 0.85 -1.05 40.75 -48.43 window N 2.20 3.20 7.0 4 0.90 -1.10 42.52 -50.40 window P 1.60 3.20 5.1 4 0.90 -1.10 42.52 -50.40 door 1 6.00 6.70 40.2 4 0.80 -0.99 38.74 -46.20 door 2 6.00 8.00 48.0 4 0.79 -0.98 38.26 -45.66 door 8 12.00 6.70 80.4 5 0.76 -1.08 36.86 -49.62 door 12 2.70 6.70 18.1 5 0.86 -1.31 40.91 -58.63 window mullion 3.00 3.00 9.0 5 0.90 -1.40 42.52 -62.21 window Q 2.50 1.30 3.3 5 0.90 -1.40 42.52 -62.21 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *V ^2 *I *Khcc *Kht *Kd = 39.37 psf Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 189177 Permit Number: PL -10 -12 -2029 Scheduled Inspection Date: April 15, 2013 Inspector: Hernandez, Rafael Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: JT MECHANICAL SERVICES LLC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number Parcel Number 1132050270580 Phone: (954)367 -3463 Building Department Comments SUPPLY AND INSTALLATION OF INTERIOR GAS LINES 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- 180756. April 12, 2013 For Inspections please call: (305)762 -4949 Page 25 of 38 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. V OPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. 77`COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPTl D. v COPY OF WORKERS COMPENSATION JETTHER CERTIFICATE OR p(CEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: -- A-i erd /4444..i C,4-% L BUSINESS ADDRESS: S-96 / sez, c '/ s77 CITY 6.5, -��• /< STATE AL "9 ZIP CODE JA o 3 BUSINESS PHONE: 3 ' 2 2 V62 FAX NUMBER ("n 9:054 a 3s--/ CELL PHONE ( 305) g2.2- 45 V5-6QUALIFIER'S NAME: Lf , //vr7 cV QUALIFIER'S LIC NUMBER: CSC 4215 705' CSC' /'/ 9 75 E-MAIL ADDRESS (IF APPLICABLE): 7�`171 Created on 3tt9108 BY MLDV 1 RV 3126109 MLDV STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 GALVEZ, JIMMY J T MECHANICAL SERVICES LLC 5901 SW 21 STREET WEST PARK FL 33023 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense. coo. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! AC# 61.78303 DETACH HERE STATE OF'FuoRIDA AC #?.6 .& 78 3Q. 3 DEPART/ 00r OF BusrmaSS AND PROFESSIONAL .REGULATION CFC1428475 06 /1 118214150 , CERTIFIED NTRACTOR CALVNZ, J J T` ME ! LLC I3 CERTIFIED under the provi$ione of eh.489 Fs; aspiration asee: .AUG:, 31, 2013 L12062900476 THIS ;DOCUMENT r4AS A COLORED BACKGROUND • MICROPR NTING ∎`LINFMARK "` PATENTED PAPER:` STATE OF FLORIDA DEPARTMENT OF BUS N' SNDMW PROFS CONSTRUC.IG X0NAL'REGIILATION SING BOA SEQ# L12062900476 DATE BATCH NUMBER LICENSE: NBR � f 06/29/2012 118214150 , CFC14284 ! ...,,`..,, The PLUMBING CONTRACTOR Named below IS CERTIFIED Under the provisions of "Chapte Expiration date: AUG 31, 20141;;, GALVEZ, JIMMY J T MECHANICAL SBRVICRS:' LLCM 5901 SW 21 STREET WEST PARK FL 33023 RICK SCOTT: GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 GALVEZ, JIMMY J T MECHANICAL SERVICES LLC 5901 SW 21 STREET WEST PARK FL 33023 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbaque restaurants, and they keep Florida's economy strong. Every clay we work to improve the way we do business in order to serve you better For information about our services, please log onto www.mytiorridailcense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's initiatives. (850) 487 -1395 stye Ot FLORJDA ACt 61,1 6 .249 DEPARTMENT OF BUSINESS •PROP.85SIga,,R,EGULATION Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license!. DETACH HERE 0000000 00 =TRACTOR. wrXnED tmder'tthe' provisions o chi 89 8S +�atiou dates ADG' 31,-; 201 I.12b ? "t dP5i4 THdS DOCt1A1 NT HAS A CbL3PED BACKGROUND • M CROPRU TING • LINEAMAP0^' "PATENTED PAPER 1.ke# 6196249, STATE OF FLORIDA. • DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION IINDU TRY :_ IC+NSINS. BOARD • L12071100514 BATCH NUMBER LICENSE NBR 07/11/2012 000000000 CMC12497 The`MECAANICAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapt Expiration date: AUG 31, 2014 J T MECHANICAL SERVICES 5901 SW 21 STREET WEST PARK FL. 33023 RICK SCOTT DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY Owner Name: JIMMY GALVEZ Business Location: 5901 SW 21 ST WEST PARK Business Phone: 954-839-7491 Rooms Business Opened:03/22/2007 State/Cou ty /Cerf/Reg:cMC1249704 Exemption Code: Employees • Machines Professionals 2 For Vending Business Only Number of Machines: Vendinsi Typo: Tax Amount Transfer Fee NSF Pee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non- regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business ration. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations: Matting Address: JIMMY GALVEZ 5901 SW 21 ST WEST PARK, FL 33023 2012 - 2013 Receipt #034 -11- 00001698 Paid 09/11/2012 27.00 CERTIFICATE OF LIABILITY INSURANCE DATE INTrn 10/22/12 PRODUCER Annhust Insurance Group 8100 SW 81 Drive, Ste 280 Miami, FL 33143 Phone (305)275-0810 Fax (305)275-0890 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY MD 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 NAIC # BOUM JT Mechanical Services, Lie 5901 SW 21 St West Park, FI 33023 INSURER k Granada Insurance Company INSURER B: CastlePoint Risk Management of Florid INSURER C: INSURER D: INSURER E COVERAGES THE ANY MAY POLICIES. POUCIES OF INSURANCE USTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING REQUIREMENT, TERM OR CONDMOHN OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OF PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NNSR LTR ADD L jr PMOR TYPE OF INSURANCE POUCY NUMBER POLICY EFFECTIVE pA'E (NWWDITYYY POUCY EXPIRATION DATE (MMIDD/YYYY) LIMITS A GENERAI.UABILTTY n COMMERCIAL GENERALUABILfTY 0185FL13278 03/19/2012 03/19/2013 EACH OCCURRENCE 1,000,000 PR MIS S occurrence) 100,000 MI MI CLAIMS MADE M OCCUR MED EXP (Any one person) 5,000 III PERSONAL & ADV INJURY 1,000,000 III GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE UM IT APPLIES PER: 5 POLICY U PROJECT • LOC PRODUCTS - COMP/OP AGG 2,000,000 AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS COMBINED SINGLE UMIT (Ea accident) BODILY INJURY person) • II SCHEDULED AUTOS • HIRED AUTOS BODILY INJURY (Per accident) • NON OWNED AUTOS El PROPERTY DAMAGE (Per accident) ri • GARAGE UABILITY AUTO ONLY - EA ACCIDENT • ANY AUTO OTHER THAN EA ACC MI AUTO ONLY: AGG EXCESS! UMBRELLA LIABILITY • OCCUR ❑ CLAIMS MADE EACH OCCURRENCE AGGREGATE • • DEDUCTIBLE ❑ RBI ENTION $ B WORKERS COMPENSATION ER/PLOVERS' UABILIW AND Ynv ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? Y (Mandatory In NH) EyWC250 If yy�� describe under SPEd�IAL PROVISIONS below WCP760488602 06/17/2012 06/17/2013 'n WC STATU- • OTH- TORY LIMITS ER EL EACH ACCIDENT 500,000 EL DISEASE - EA EMPLOYEE 500,000 EL DISEASE - POLICY LIMIT 500,000 OTHER ■ DESCRIPTION OP OPERATIONS / LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Plumbing and Air Conditioning Service and Repair 10050 NE Shores 2nd Ave ge 10050 h 2nd Av Miami Shores, FI 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEDF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL TO 30 DAYS WRITTEN NOTICE 70 THE CERTIFICATE HOLDER TH LEFT, BUT FAIUIRE TO DO SO SHALL IMPOSE NO OBLIGATIINOR LIABILITY OF ANY KIND UPON THE INSUR1'Ft, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED 1REMESENTA1WE to 1 teamed. The ACORD name and logo are registered marks of ACORD Nov 0712 02:14p JT Mechanical Services 9544046351 p.2 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301 - 1885 — 954-831-4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 ABA.J T M&CKANICAL SERVICES LLC Business Name: Owner Name: ..TIMMY GAIN= Business Location: 5901 SW 21 ST WEST PARK Business Phone: 954-S39-7492 Rooms Seats Employees 2 Receipt #. /IRC0NDII ON CONTRA Business Type: (MECHANICAL comre cruet Business Opened:03/22/2007 State /County /Ca t/Reg:CMC1249704 Exemption Code: Machines Professionals THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Malting Address: JIMMY GALdES 5901 SW 21 ST WEST PARK, FL 33023 This tax is Iewed for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality plarmtng and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indium that the business is legal cr that it is in compliance with State or local laws and regutattons. 2012 - 2013 Receipt 4034 -11- 00001698 Patti 09/211202.2 27.00 re For emoting t uerneesorey -_ !kmiber of Machines: Vending Typo: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Colleen Cost Toted Feld 27.00 o.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Malting Address: JIMMY GALdES 5901 SW 21 ST WEST PARK, FL 33023 This tax is Iewed for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality plarmtng and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indium that the business is legal cr that it is in compliance with State or local laws and regutattons. 2012 - 2013 Receipt 4034 -11- 00001698 Patti 09/211202.2 27.00 re Miami Shores Village Building Department 10050 N.E.2nd Avenue, Mani Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. I'Z. " 4K 7 l OCT 252ui2 .L • Permit Type: c Jon ADDRESS: R 2 S ( N04' /ti /30 ch o/',e Privt_ City: Miami Shores County: Miami Dade Folio/Parcel #: 1 i— 3 2 G$ 02.7-05V0 D the Building Historically Designated: Yes NO ,>C Zip: . '', 11 cr Flood Zone: OWNER: Name (Fee Simple Titleholder): D '-4t P ,$,QA Phone#: 30 S " 365-2660 Address: ' '591 &i a S%c.ip 6121 City: M' V''1 t S Hc,R € S State: FL Zip: 's'i 11 St Tenant/Lessee Name: Phone#: Rmai1 CONTRACTOR: Company Naive: &AC@ HA AJ t (.A- J RV P (d S LL-C- Phone#: 95 3 F. < ?5/4 Address: 5-5.6) / S ca.a J I 5 City: ?A-R- State: Az Zip: Qualifier Name: t . , Pn y G A 1 ue Phone #: 30S" 33a7 —47 C/ Ste3 State Certification or Registration #: t C 1( P- Ski �S� Certificate of Competency #: ' 1 Contact Phone#: 3c S 3 3.7 —0q- s Email Address: €c &A-0,3 l e A" (6.- 26-1 1 sc�t� "Ai 6"7-- DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 000 Square/Linear Footage of Work: Type of Work: ®Address DAlteration lew Description of Work: 5 ti? (ki 4— .171- s,-rpt t &A3-1 csc i DRepair/Replace DDemolition car " ER(0e_ s **** * ***** * ** ** ** * ******** * *a* * * * *a *a Fees ** * * * ** **** *** wax ******* ** *** **** ** **** * **** Submittal Fee $ Permit Fee $ 115D CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1( 13() Atondhig 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 FI.F.CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and Ant 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 is e of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a c ' of the no a of commencement and construction lien law brochure will be delivered to the person whose property is subject - ' ; ' hment. ; o, a certified copy of the recorded notice of commencement t be posted at the job site for the first inspectio hir occurs s (7) days after the building permit is issue n the of such posted notice, the inspection will not appr! 'ed and : nspection fee will be charged Signature Signature or Agent Contractor The foregoing instrument was acknowledged before me this 22 The foregoing in ent was acknowled: ed before me thi day of 414 t/ , 20rL , by ePio -vim A ip»ie , day of ' 201d -by who i ersonally known to me or who has produced A/ /A As identification and who did take an oath. NOTARY PUBLIC: r 4 who is personally known to me or who has produce as identification and who did take an oath. NOTARY • `BABEL C AVI A *-•, MY COMM%SBION g` 0169566 FebnatY 27, 2016 Sign- Print: My Commission ******************************************'*********************** a********* * ***rt **s** **a**. * *r* * * ***** *** ** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised3 /12 2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/1909) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I2 -y`11- Inspection Number: INSP- 188607 Permit Number: RF -10 -12 -2023 Scheduled Inspection Date: April 05, 2013 Inspector: Bruhn, Norman Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: A&J ROOFING CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132050270580 Phone: (305)599 -2782 Building Department Comments RE ROOF FLAT ROOF Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed J Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 180728. April 05, 2013 " For Inspections please call: (305)762 -4949 Page 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 OCT it 2.523, Bea________________ ®___ FBC2�Permit No. 7Z Master Permit No. ri 14/7 Permit Type: BUILDING ROOFING JOB ADDRESS: 9c? 59 77 % „J ' . City: Miami Shores County: Miami Dade Folio/Parcel #: 0 ® 5fb Ls the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): � � d'� �% Phone #: Address: 9` City: State: Zip: Name: Phone #: Email: CONTRACTOR: Company Name: Address: Q59 J2 City: ®' 4Li'�Li Qualifier Name: Phone#: ��7��•�J Zip: ,_9,I , ? Phone#: c-0A5 S99 07'71/ State Certification or Registration #: a& /f�'9/' Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 3✓ ZS O Square/Linear Footage of Work: (,475 Type of Work: ❑Addition Description of Work: ❑Alteration ONew Repair/Replace ODemolition Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ aoa CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $, •fl' a 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 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 is uance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that '- ''py of the s ''ce of commencement and construction lien law brochure will be delivered to the person whose property is subject ' o ' ttachment , lso, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio, 'wh ch occurs en (7) days after the building permit is issued. In t absence of such posted notice, the inspection will not i ap. oved and 'einspection fee will be charged. Signatur er or Agent The foregoing instrument was acknowledged before me this 22 d a y of D a k Gtr , 20 12 , by '7 o t i i / 4 0 7 7 / e who is(ersonally knoo me or who has iiroduced N/A As identification and who did take an oath. NOTARY PUBLIC: Si rint: Ain/9i • 674J14.1 : Signature Contractor The foregoing instrument was acknowledged before me this day of 04:4.4, a.- , 20 C2 ; by 144 4,42.E -..2.—a, , C who is persona known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: #?sieA 17, ZDt$ APPROVED BY /%1'111, T. LARI SSA 1 MY COMMISSION # EE 075445 EXPIRES: March 17, 2015 Bonded Thai Mary Public UndenwItars 1/./% L Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: My Commission Expires: j(w, 'L} 7A ( $ Zoning Clerk VUim Shoms ViHao APPPOIP7D ,'LDG Dc.PT Florida Building Code 2010 Ed High Velocity Hurricane Zone Uniform PennW irm ANCE WITH AU. FEDERAL Section A Menemildgmaani- OUNTY RULES AND REGULATIONS EY D TE MasterPetmitNo. Cmtitractofthimne JobAddress 9359 Process No ROOF CATEGORY 0-1-..-"ow SlOpe 0 Mechanically Fastened Tile 0 Mortar/Adhesive Set Tile 0 Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes Shingles 0 Prescriptive BUR-RAS 150 ROOF TYPE Are there Gas Vent Stacks? YesID No Type: Naturall7 LPGX1:1 0 New e-Roofing 0 Recovering 0 Repair 0 Maintenance . ROOF SYSTEM INFORMATION Steep Sio Roof Area (SF) Total (SF) j Section 13 (Roof Pleni Sketch f PIan Illustrate all Weis and sections, roof drains, scuppers, overflow scupper and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. baS INNommoNNINNIENNMONNNNOWNENNENNNNNINNINENNNENNNINNINENNONINNNENNUNINININNONINNNE iONNINNWN mummopoommommmoommoommonimmumommmonnnomonnommonommannoommennommmommmommonnon INNNINNIN NONNNONNNENENNUNNNONIINNNENNNNINNINNNNINNONNNNONONINNNINNINNINNINN INNINNNNNNNINININNENNONNINUNNNNONONNNONNNINONNONNNUNNINONNNNONNNNENNONNONNINN INONNINNENNNNOINNUNNIMINNONNONNNINNONIINNOININNNENINNNINNNNINNNINNENNENNININNONNIN ANNINNINNNINNUNINNINNIONONNNINNINNENNNINNNONNONNENNIONNOINNENNNINNINENNNINONNNINNEN ommounnmoommummommonmonnommommommonnnommmomommommommoummunommonommummomnslonnomornmmumm ININNENNNONNUNNENNSWINNENNENNENNONNNUNNINNINNIMNINNINNWNNENNNNONNINNENNINN MN NONNINNNNENNNINUMNNNNNINNNUNNENNONNUNONNNINNIONNNINNINNINONNINNINNINNONONNIN MN NONNNNNIMMINNINNNENNNNONNINNUNNENNNENNENNINN.NNENNINNNINNENNENNONNIEMNONNONN onsmomommommommmonomminnonnommummonnnummannommommommommommonnommonommnommomononamm onnnionspoomonommommummmum mommommoommmwommOmmonnammonnsmoommmoommmemnamminnomommmomono 1 immoommonnommommommmunnn minnomminnimmumnimmumminnomummonnommoommmoonommummoommonnon onnionnimmonninonnnommin mompommommoommmminnimmomonnommonminsmnnommmomminnummommonnion owinmmommonnomonnmemminw nommmomminnommonnmommonnonnommmencommunonmpipommmonommmonm On nnOmininnnimmnimmionommmonnommmunnwm2nommrommmononrommompoinumnimportanannaminnmmomm on onommunnommonnnomminnoilmonnonomminmrsninannmnp:TivonnimpAnnionsupelr4p.immi iNINNINONNONNNONNINNMAININNIVIOUNINWAW/IMANFAITP,04"1".POPM".444"4". 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Stops: `� Anchor/Base Sheet & No. of Ply(s): A/4 Anchor/Base Sheet Fastivrildncling Material: Insulation Base Layer. may, Base Insulation Size and Thickness: A�i' Base Insulation Fastener/Bondi : a.0 i.4of Top Insulation Layer. oh? Top Insulation Size and Thickness: A) ,JI2 Top Insulation Fastener/Be Jy g Material: Base Sheet(s) & No. of PPlPIIIy(s): /'j.5, i Ply Sheet(s)4 No. of Ply(s)(f ✓i j, Ply F • di /� Fastener Spacing for Anchor/Base Sheet Attachment Field: oc @ Lap, # Rows r, Lit" oc Perimeter. 0 ' oc @ Lap, # Rows . ©�" oc Comer. ' oc Lap, # Rows )%J ! e " oc Number of Fasteners Per insulation Boated Field Perimeter ' ,1 omer i; ?4 Illustrate Components ✓ ✓Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Contlnuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. lhIl: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Sparing or Submit Manufacturers Details that Comply with RAS t11 and Chapter 16. Parapet Height FT. " 04-zo SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing 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 roofing 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 adjacent box indicates that the item has been explained. 611 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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 ad ressed ressed as part of the agreement between the owner and the contractor. Z. Renailin 9 Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance oo in 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). 4® / 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. ZY 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed 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 Florida Building Code provides the option of maintaining this appearance. ®e" 6. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause 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. g, 8. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded 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 Florida Building Code, Plumbing. ®6/2 7. Ve a 'on: Most roof structures should have some ability to vent natural airflow through the interior of the structu 'as , mbly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be benefici sider additional venting which can result in extending the ; e i , = life of the roof. 11 ii Ai Contractor's gnature Owner's/Agent's Signature 9"a5 Permit Number Property Address Date Rev :1l20 /2005,CornputerServices, Building Depadment till FA M IOAD CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACPTANCE (NOA) Gi#Ia aria orporat' n. 13 Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE I603 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 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 desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. ` ( AF C'nnvPntinnd Rn ttAlp Ropf System foxj Arop Roc 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 ne ,. lively 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. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI.DADEC ! UNTY APPROVED NOA No.: C.071,21 9.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub- Cateeorv: Deck Tyne: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Pr duct Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix"' 322 Elastomeric Roof Coating LeakBuster"' MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID' Modified Bitumen Flashing Cement LeakBuster"' MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 TABLE 1 Test Dimensions Specification 3, 5, 55 gallons ASTM D 41 60 & 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D 1863 ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS®#80 ULTIMATM Base Sheet GAFGLAS® Flex PIyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTm Perforated GAFGLAS (7 Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable . RUBEROID® SBS Heat- WeldTM Smooth RUBEROIDe SBS Heat- We1dTM Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat We1dTM PLUS RUBEROID® SBS HeatWe1dTM PLUS FR. RUBEROID® SBS Heat- We1dTM 25 RUBEROID® Modified Base Sheet MIAMJDADE CO NTY APPROVED Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (3937 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D-6164 ASTIVI D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type 11, UL Type G2 BUR Product • Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT® EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID®170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) MIAM !. o , OUNTY APPROVED Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39,37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description, SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShield® FB -1S VersaShield® FB -2S TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM MatrixTm 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive MIAMI•DADE to UN APPROVED Dimensions 5 gallons 100 Ib. cartons, bulk 60 Ib. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test $ueeifieation ASTM D2824, Type 1 ASTM D312, Types I, II, III and W proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Product pescription Non- fibered aluminum pigmented, asphalt roof coating. Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. Low VOC, fire barrier coating. Non - Asphaltic Fiberglass-Based Underlayment. Non - Asphaltic Fiberglass-Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating Dimensions 5 gallons 5 gallons APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck', Dens Deck® Prime, Dens Deck ®Dura GuardTM Structodek SecurockTM Test Specification ASTM D 2824 Product Description. Fibered aluminum coating. ASTM D2824, Non- Fbered aluminum pigmented, asphalt Type 1 roof coating. Table 2 Product Description; Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate /wood fiberboard composite Polyisoeyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number Product Name 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM 1112 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5. Drill-TecTM Polypropylene Plates 6. Drill - TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IkT of S. F1. MIAMI.DADECOUNTY APPROVED TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier J.I.2B8A4.AM J.I.3B9Q1.AM J.I. ODOA8.AM J.I.ODIA8.AM J.I.OY9QS.AM 3029832 GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 ' /s" GAF Materials Corp. 3" and 3 A" GAF Materials Corp. 3" Square GAF Materials Corp. pescription 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 - TAS ° 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page7of 19 Deck Type 1: Wood, Non - insulated • Deck Description: 19/32 " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat-WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options :. GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS ®•Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design .Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached two deck withapproved- annular`T i s anh k nails an tin ca . steneirspacmg of 9" o.c. a i - ," .. • ` +' . • . , s 9" o.c.in the mum Design Pressure —52.5 psf, See Genera #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID" Mop Smooth, base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psi; See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One .r more plies of GAFGLAS PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or IBEROID " 20 adhere in a f 111 4� g f approved asphalt applied wi n e VT range and at a rate 0lbs./sq. Cap Sheet: (Optional) i ne pl of _ meral Surf .d S pa ee oh r GAFGLAS nergyCapTM Mineral Surfaced Cap Sheet adhered in full rove asp a t appli wi - _ _ ate 40-ibs:f • . Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 Ibs./sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galisq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galisq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote+I roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03120 /08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with PIy 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet, 2. Minimum 'la" Dens DeckTM or 'la" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. 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 Ibs./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 sidelap 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 121bs. /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 Engineer, 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 milers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 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. END OF THIS ACCEPTANCE MIAMI• . ■ E COU TY APPROVED NOA No.: 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 2009 ROOFING MATERIALS AND SYSTEMS DIRECTORY 214 ROOF- COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Foam: Spray application of 2 -in. thick ."Polyfoam 273" (2.7 Ib /ft3 ) Surfacing. Spray application of 28 to 34-mils "U -8730" (aluminum) 47 Deck NC Incline: 1/2 Insulation: Spray application of 2 -in. thick " Polyfoam 273" (2.7 lb /ft.3 ) Surfacing: Spray application of 28 to 34 -mils "U -8782" (ivory) 48. Deck: NC Incline: 131 Insulation: Spray application of 2 -in. thick "Polyfoam 273 ". Base Coat: "A3100R Acrylic Top Coat" or "A3111R Acrylic Base Coat" applied at 1.13 -gal /100 -ft. Intermediate Coat: "A3100R Acrylic Top Coat" or "A3111R Acrylic Base Coat" applied at 1.13 -ga1/100 -ft 2 Top Coat "A3100R Acrylic Top Coat" applied at 1.13 -gal /100 -ft.2 Surfacing (optional): Broadcast application of No. 11 ceramic coated granules applied at a rate of 30 to 50-lbs /100 -ft.2 49. Deck: NC Incline: 3/4 Base Foam (Optional): "PolyFoam 193," any thickness. Surface Foam: "Polyfoam 273," 1 inch minimum Base Coat "Gacoflex A -3200R Series" applied at 1.5 gal /100 -ft2 Top Coat: " Gacoflex A -3200R Series" applied at 1.5 ga1 /100 -ft2 Surfacing (optional): Broadcast application of No. 11 ceramic coated granules applied at a rate of 30 to 50-lbs /100 -ft.2 50. Deck: NC Incline: 134 Insulation: " Polyfoam 273," any thickness. Base Coat: "GacoSil 5-2000 Series," applied at 3/4 -gal /100 -ft2 Top Coat: "GacoSil 5-2000 Series," applied at 3/4-ga1/100-ft2 Surfacing (optional): Broadcast application of No. 11 ceramic coated granules applied at a rate of 30-lbs /100 -ft2. GAF MATERIALS CORP 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be u alternate to Type G2 base sheets in any of the following Classifica 1/2-in. thick (minimum) gypsum board or 1/4 -in. thick (min) G- Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" Deck DuraGuard TM Roofboard" may be used in any existing non deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. minimum) roof decks. How- ever, the butt joints in the um board and G-P Gypsum Corp. " DensDeck ® Roofboard, "DensDeck �' me® Roofboard" or " DensDeck DuraGuard TM Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS Ply 4" or "Tri -Ply Ply 4 ", or "Ply 6" may be adhered to G-P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Roofboard" in hot roofing asphalt. " Energuard Ultra" is an acceptable alternate to " EnergyGuard" m any applicable Classification. GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- rene reference in any of the following Classfications include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS W1TH HOT ROOFING ASPHALT G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet ", or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "Tri -Ply Ply 4 ", or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)." Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. ROOF - COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued When " perlite" is referenced, this includes "GAFTEMP PERMALTTEW any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class B or C systems listed. Structural cement fiber building units are considered suitable to be induct as a deck in the following Class A, B or C systems listed over C -15/32 or N The use of gypsum board under any of the following Class A, B or C systee does not adversely effect the rating. The use of -in. minimum gypsum bos is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between minimum 344 -in. tit perlite board and deck with rosin paper (perlite /rosin paper /polystyieip perlite) is a suitable alternate for polyisocyanurate board in the following Os A, B or C systems. ward RA" or "Tapered EnergyGuard RA" or "EnergyGuard Coe posite ay be substituted for any Atlas polyisocyanurate insulation in al of the following Classifications. Trumbull "Perms Mop" may be utilized with any of the following "Aspht Felt Systems with Hot Roofing Asphalt". GAFGLAS #80 Premium Base Sheet may be used in any of the follow systems. "GAFGLAS Flex Ply 6" and "Tri-Ply Ultra - Flexible Ply 6" are suit alternates to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any pertt:: insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Roofing Asphalt" may be surfaced with "Fireshield MB" at 29z to 3- gal /1004 Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bt membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in Baia " Rubemid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 ``Insulation (Optional): One or more layers perlite or wood fiber or Vtfiber or polyisocyanurate or urethane or perlite /polyisocyanurate posite or perlite /urethane composite or wood fiber /pol • composite or phenolic, any thickness. Ply Sheet Three or more plies Type G1 or "GAFGLAS Ply 4" Ply 4" or "GAFGLAS Ply 6" hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite or wood fiber or fiber or polyisocyanurate or urethane or perlite/polyisocyanurate posite or perlite /urethane composite or wood fiber /polyisocy composite or phenolic, any thickness. Ply Sheet Three or more plies Type G1 or "GAFGLAS Ply 4" or Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One ply Type G3 "GAFGLAS Mineral Surfaced Cap or "Tri -Ply Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, polyisocyanurate, urethane, perlite /polyisocyanurate co perlite /urethane composite, wood fiber / polyisocyanurate co phenolic, 2 -in. maximum. Ply Sheet Two or more plies Type G1 "GAFGLAS Ply 4" or "WI 4 ", " GAFGLAS Ply 6 ". Cap Sheet One ply Type G3 "GAFGLAS Mineral Surfaced Cap or "Tri -Ply Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", any thideste Ply Sheet Any UL Classified gravel surfaced Class A asphalt mat system. evk C- 5 32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to • e sell eStYee #75 BoseSh aSlreetmay .e na ed).`'` Sheet - 6ne-ornI r ore -� ILAS Ply 4" r la f of S g` e A Cap Sheet: One ply Type-G3 " GAFGLAS Mine?aalSurfaced Cap "Tri -Ply' Mineral Stirac ecF Sheet" 6. Deck: NC lncliit'e Base Sheet One ply Type G2 "GAFGLAS 4;(75 Base Sheet" or #75 Base Sheet ". Ply Sheet One or more plies Type G1 "GAFGLAS Ply 4" or 4" or "GAFGLAS Ply 6 ". • LOOK FOR THE UL MARK ON PRODUCT Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 189091 VZ-Lhi Permit Number: MC -10 -12 -2030 Scheduled Inspection Date: April 15, 2013 Inspector: Perez, JanPierre Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: JT MECHANICAL SERVICES LLC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132050270580 Phone: (954)367 -3463 Building Department Comments SUPPLY AND INSTALLATION OF NEW HVAC SYSTEM INCLUDING UNITS, VENTILATION AND DUCT WORK Infractio Passed Comments INSPECTOR COMMENTS False b\\\,(A\ '1) 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 - 188832. missing hood duct April 12, 2013 For Inspections please call: (305)762 -4949 Page 19 of 38 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ((- t-t--+ Inspection Number: INSP - 189091 Permit Number: MC -10 -12 -2030 Scheduled Inspection Date: April 15, 2013 Inspector: Perez, JanPierre Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: JT MECHANICAL SERVICES LLC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132050270580 Phone: (954)367 -3463 Building Department Comments SUPPLY AND INSTALLATION OF NEW HVAC SYSTEM INCLUDING UNITS, VENTILATION AND DUCT WORK Infractio Passed Comments INSPECTOR COMMENTS False b\,\6\,\ 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- 188832. missing hood duct April 12, 2013 For Inspections please call: (305)762 -4949 Page 19 of 38 iL n ° f Miami Shores Village .^71'°1 ` it OCT 2-2u12 [d Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.89'72 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: MECHANICAL JOB ADDRESS: 42. s ef Yeel A FBC 20 Permit No�� / 12:10ff) Master Permit No. i 2. " y 1/7 City: Miami Shores County: Miami Dade Zip: 31 III Folio/Parcel #: f I 320 S -- O 2.1.. 0 S Co Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): I) u vi'd P (✓yarn / G Phone#: 3 O S - 36 S "'Z 60 o Address: gc25c/' %V . 3 At v sflopz DR tvC City: M tii AM S 4-1o2e S State: c--L Zip: 31 lam, if Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: J CO tiv A) A-15 ,2 t/ /C' S LLL° Phone#: 9SY 327.35163 Address: Spy'® et..) / City: /it>C.s% Platt i State: P1 Zip: 33 ®a3 Phone#: 305- 330 –d `/' Certificate of Competency #: Qualifier Name: Si &ao-•1/41 6;4 )u64 State Certification or Registration #: CP e- 049'20V `1'2 0V Contact Phone#: 5-17( - 36;7- 3 t/ Co 3 DESIGNER Architect/Engineer: Email Address: Phone#: Value of Work for this Permit: $ If "100 Square/Linear Footage of Work: Type of Work: °Address °Alteration QiNew ORepair/Replace ©Demolition Description of Work: sc (y 4- .-sv S i' R A Ft--1 (us.J c : PvI J /4 V 19-6_ S c� s % ",,,-1 //v to LtD \45 U N c9 C.f p/eavi %t Z- 44-71-icn-) °D( s—rp 160+1 O" * * * * * * * *** **** * * * * * * * * * * *** * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ 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 El PCTRICAL WORK, PLUMBING, SIGNS, WFT 1.S, 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 cosy of the no of commencement and construction lien law brochure will be delivered to the person whose property is subject t <= ' , hment, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection ich curs s (7) days after the building permit is issued. In the r ce /f such posted notice, the inspection will not be pray - ' and a pection fee will be charged or Agent The foregoin nstrument was acknowledged before me this day of O*4! , 20 /2 , by '7%),atibi �u�lo»iL who is me or who has produced 4149 Signature ontractor The forego ins ment was acknowledged before m , day of As identification and who did take an oath. NOTARY PUBLIC: 20 pp ,�-by J . ,1.ncy' at� who is personally known to me or who has produced as identification and who did take APPROVED BY CO PlanaEx *miner Zoning Structural Review Clerk Revised 3/12/2012)(Revised 07/10YO)(Revised 06/1O/2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 )3 Inspection Number: INSP- 180754 Permit Number: PL -10 -12 -2028 Scheduled Inspection Date: April I0 2013 Inspector: Hernandez, Rafael Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: ARFA PLUMBING CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050270580 Phone: 305 -552 -8410 Building Department Comments PLUMBING WORK FOR INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed 1?x Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 11-1 rr- April 09, 2013 For Inspections please call: (305)762 -4949 Page 2of21 two 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 201p Permit No. pi 12---202.8 Master Permit No. IZ-y 77 BUILDING PERMIT APPLICATION Permit Type: PLUMBING JOB ADDRESS: US ci 4/ r/1 City: Miami Shores A9yot. briv<. OCT 252Ui. mom.00 m ®® County: Miami Dade Folio/Parcel #: ; 5 - 0 1 1 O S $® Zip: Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): be v,I 7 dfy4A1it Phone#: 3OS " 3& - Z40v Address: Q?i S q Na, fh act y »ham a i) pi t# City: co* cI►mstj State: PL Zip: 33551 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: AF P4 PillA4A5 Address: 1131 b S ..., yfo $ COP to S Phone#: 7$' , "6 6 3 - 121 5/ City: Ala M1 State: P 4 Zip: 1 316 5 Qualifier Name: A %.; ya 6 retG/q Phone #: State Certification or Registration #: Core 1'I 2 7 S' I Z. Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 13 i O0 Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration Description of Work: Mete P 1 ..4 /45 ANew Mq/ tts'e/ ❑Repair/Replace any/ /4,i' ❑Demolition * * ** * * ** *** * * **** x ***+r+x*** ** * * ** ****** Fees*** * ** ** ******** **** ***+x****** **** ********* Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ TOTAL FEE NOW DUE $ '3•5 ger e 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, BOIT IRS, HEATERS, TANI Sand' AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing iriforthati6ri 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 conditi ' to the iss ce of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a ,'y of the not ; of commencement and construction lien law brochure will be delivered to the person whose property is subject .'atta/ ment. , a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection/' hick o ccurs s (7) days after the bui ing permit is issued. In the absence of such posted notice, the inspection will not b /pprov' # and a f� .' pection fee will be charge er or Agent The foregoi g instrument was acknowledged before me thi day of ®dl°Sw- , 20 a by ‘9441®c4,, AP* who isQiersonally kno o me or who has produced A/ /A- Contractor 22P The fo oing instrument was acknowledged before me this 14 day of 6�(''� Iler, 20 .112 by Rodney) Garma , who personally known + me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sig rint:9 j 7 My Commission Expires: 11, ** **** * ******************* APPROVED BY * * * * * * * * ** as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: j eiSS1 Cr�,�f�L o� vnvo•,, aranaTaran My Commission Expires° �+= UUP�p�1Un #UD850706 ,� �;: 4_' I:�.F'IRES: JAN. 11 2013 .,e o 1+°'` WWW,AAR0NN0TARYcom *********************** ***+ k+ k***+ k+ k*** ******** **+ k *+k+k*+k**************** Plans Examiner Structural Review (Revised3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning 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- 189709 Permit Number: EL -10 -12 -2031 Scheduled Inspection Date: April 22, 2013 Inspector: Devaney, Michael Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: CONNECTIVE ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050270580 Phone: (954)782 -7879 Building Department Comments ELECTRICAL WORK FOR INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed 12v 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- 189166. CREATED AS REINSPECTION FOR INSP- 180767. April 19, 2013 For Inspections please call: (305)762 -4949 Page 35 of 38 1 !ay 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 OCT 2 5 cu nt FBC 20 ►O Permit No. i Z 20 V 1 Master Permit No. !' "" 9 7 Permit Type: Electrical JOB ADDRESS: q 2Sc7 AJ . N-7 jc-e- L c • City: Miami Shores / County: Miami Dade Folio/Parcel #: 1 1" Z, 05-017- G 5 cj D Is the Building Historically Designated: Yes NO it Zip: 11/ 3 Flood Zone: OWNER: Name (Fee Simple Titleholder): %a v id v j..��% G Phone #: 3G S - ICS - Z go O Cd Address: G Z S fi/ pf f h J3 ay cin oi' . JJ j. 'V C, City: M %aM i SA 0.4 4 State: JAL Zip: 11(1 t Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 610Ailetif 11J€ I ,,GAt - k f14, . Phone #: eJ I irr9'8 ° t Address: City: a 61,1,0 Qualifier Name: State Certification or Registration #: 13003 3'$1 Contact Phone #: 956(-- /2.0 S- Email Address: ,Girl i ° iCOi net4 V--e (ct r IC. , cetn zip: 330 Phone #: gsc6,205 3-g6 1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 2 0), S as S uare/Linear Footage of Work: Type of Work: ❑Address ❑Alteration Lew ORepair/Replace Description of Work: 1 a 0-4,Atevt i& cpc c -c e , AA-,i, J I/ Ero.4:0/ ppt,,er 1 / 1. ODemolition ***************************************p *** ** ***** ******** * *** * ********* * * *** *** * * ** Submittal Fee $ Permit Fee $ i/ tre-470 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ' 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip N�A 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 FI.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT FRS, 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 'f ice of commencement and construction lien law brochure will be delivered to the person whose property is subjec ttachme lso, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspecti 'w ch occ s even (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no - e a,' roved„y d reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 22 day of lkfoo,r , 20 /2, by eDcwid ,. !"�miG who i to me or who has produced A%"14 As identification and who did take an oath NOTARY PUBLIC: • C f% actor The foregoing instrument was acknowledged before me this 2-o day of , 20 12,4 by who is personally known to me or who has produced My Commission Expires: / as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission My C . Expires May 18, 2014 Commission • OD 893177 afG4 /7, 20/s' APPROVED BY / :2 21®—e7 Plans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) Clerk 11/06/2012 17:39 9543661662 CONNECTIVE 02-09 -2012 PAGE 02/06 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION e * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS` COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual fisted below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 02/09/2012 EXPIRATION DATE: 02/08/2014 PERSON: CAPONERA FEIN: 260798950 BUSINESS NAME AND ADDRESS: CONNECTIVE ELECTRIC INC 3907 N FEDERAL HWY STE 245 POMPANO BEACH FL 33064 SCOPES OF BUSINESS OR TRADE: 1- ELECTRICAL CONTRACTOR MICHAEL IMPORTANT; Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who erects exemption from this chapter by filing a certificate of election ender this section ma not tees• y er benefits or compensation under this chapter, pursuant 10 Chapter 440.05(12), F.S., Certificates of election to be exempt... apply eery within the scope of the business or trade listed on the notice of election to be exempt. Puissant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt short be subject to revocation if, et any time after the Ming of the notice or the issuance of the certificate, the person named co the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shalt revoke a certificate at any time for failure of the persan nomad on the certntcato ID meet the requirements of this section. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 STATE OF FLORIDA QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE DEPARTMENT OF FINANCIAL SERvICEs DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 02/09/2012 EXPIRATION DATE: 02/08/2014 PERSON: MICHAEL CAPONERA FEIN; 2E0798990 BUSINESS NAME AND ADDRESS: CONNECTIVE ELECTRIC INC 3007 N FEDERAL NwC STE 245 POMPANO MACH, FL 93064 SCOPE OF BUSINESS OR TRADE 1- ELECTRICAL, CONTRACTOR IMPORTANT O Pursuant to Chapter 440.05410, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election 1- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be RH exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt. E Pursuant to Chapter 440.05 {13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this Section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this Section. QUESTIONS? (850} 413-1509 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 TOR 11/06/2012 17:39 9543661662 CONNECTIVE PAGE 03/06 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 DBA: Business Name: CONNECTIVE ELECTRIC INC Owner Name: Business Location: Business Phone: Rooms MICHAEL CAPONERA 3907 N PEDEP L HWY STE POMPANO BEACH 954 -782 -7879 Seats Receipt #:E1,3ECTRICAL /ALARNs /coNTp4 Business Type: (ELECTRICAL CONTRACTOR)] Business Opened:03 /28/2008 245 S tate/County /Cert/Reg:EC13003789 Exemption Code: Employees 2 Machines Professionals Number of Machines: Tax Amount 27.00 Transfer Fee 0.00 For VBnding Busines NSF Fee 0.00 bnlyr Vending Type: Penalty 1 Prior Years Collection Cost 0.00 0.00 0.00 Total Paid 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THis BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: CONNECTIVE ELECTRIC INC 3907 N FEDERAL HWY STE 245 POMPANO TEACH, FL 33064 This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. 2012 - 2013 Receipt #01A- 11-00010386 Paid 08/27/2012 27.00 11/06/2012 17:39 9543661662 • p*""mpano • rabeach. Florida's Warmest Welcome OWNER ACCOUNT NO. ;„ CONNECTIVE City of Pompano. Beach • Business Ta,t Receipt LLr;t • ;(-- • BUSINESS NAME * • LOCATION ? ; HY CLASSIFICATION' ., • C CJI‘4,1** r.p*i:. r ;JP.. !•::: (3.A_ • < ';•• C ',•E•t. LOCI r4.4: ' • • • ' • .• ' PM C.1 C 1^1 F L. PAGE 04/06 • REGISTRATION NO --30065574::,6 NEW RENEWAL ••;.• DATE ISSUED 5•,/ • • REGISTRATION FED • DELINQUENT CHG. TRANSFER FEE . . TOTAL.. AMOUNT PAID e". EFFECTIVE DATE EXPIRATION DATE • • • OCTOBER 1 SEPTEMBER 30 ' BusiithAsEs, MUST CONSPICUOUSLY DISPLAY mrs *. •BUSINESS TAX RECBIPTTO PUBLIC VIEW AT • BUSINESS LOCATION CONTRACTORS MUST MAINTAIN ON FILE CURRENT ucENsmma AND INSURANCE • NOTICE: A NEW APPLICATION MUST BE MSC IF THE BUSINESS NAME, OWNERSHIP OR ADDRESS IS CHANGED, THE ISSUANCE OF A BUSINESS TAX RECEIPT WALL NOT SE PERMED A WAIVER OF ANY PROVISION OP THE CITY CODE NOR SHALL THE ISSUANCE OF A BUSINESS TAX RECEIPT RE OONSTRLIBp TO 13E A JUDGEMENT OF THE crrY. AS TO THE COMPETENCE OP THE APPLICANT TO TRANSACT BUSINESS, • • irSz-m zi••=1".•--.).,*.L..- ■.4 11/06/2012 17:39 9543661662 CONNECTIVE STATE OF FLORIDA DEPARTmENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 C.AONERA , MI CHAEL A CONNECTIVE ELECT= c INC 3907 N . FEDERAL HWY . #245 POMPANO BEACH FL 33064 Congratulations! With this license you become one of the nearly one million FforidianS licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida'S economy strong. Every day we work to improve the way we do business in order to serve you bette For information about our services, please log onto www.myfloridalicense.com. There you can Pnd more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customer. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE ftiCP.OpRINFN • ft'ORIDA1 .*A0 : 1;.4 Y: • • 141Efiltk iikEptitatrittivqin. ettLATioN - • epozgra*Toits,;. ICENSINg %BOARD • • • EATc SECt# W.2 09a 902219 NUMBER CENSE .NBR,'"IT: PAGE 06/06 (850) 487-1395 ci3 0037a* .CERTI ET. —AA:TEI*20'4 • 12:8:03. 2:e03„tK,'; •.• 'Le 013.0.03711' Hick tifiL • craRT, IPMA.1Z4, Mider the In..011i-siZias • citf."-C.haft: Ex-pi. ratpon. date : ,4 1, , 2 03.4g • g'svi ,A4';:::CAP0/03101;P.iTZMAE lit Ag CONNICMVik.::liECTR.te: tIqe • * 39 07 . 'N. OOP. #245. ROMPAND ZEACH • • F13064:-!2! ) • KEN-cLAWSON SECRETARY ' 1 CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NQ RIGHTS UPON THE CERTIFICATE H 10/2LDER. CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES 9 BELOW. THIS CERTIFICATE OF INSURANCE DOE$ NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT; lithe certificate holder is an ADD URED, the policy 1es must b6 endorsed, If S ATI N 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), Maul= Newman Insurance Agenny, I. 5700 Stirling Road Hollywood FL 33021 - Phone: 954- 963 -9626 eYA.Y�" : OP ID T3 OATCPCASONYYY) MOM Wa Nq E.fi: ADDRESS: Pa na a cusrot®em« COME= PAC Wc, Nell Connective Electric Inc 3907 N. Federal Riy *245 Pompano 9mlach pm 33084 COVERAGES NBt515mt IArrow==mRAQ5 Nova Casualty_Caanarmy NSUROCO: iNraet : CE NnIRER F: - - "- KnV1S1UN NUMBER; TNlals T O can6Y THAT THE aOUGEe of m a u f m t x e um= aaOYM4Y6 INDICATi71 NQDMTNSTANOWQANY aBOUeaeateNr. TSMIOR DONORiON CERTIFlCATENAY BE MUM, 0R MAY PSRTAN•THE INSURANCE AFFOROeO EXOLuatoma AND CONOOIONa OF MIN POUCICa. umYa OmowNMAY BEEN OP AMY aY NAVE aaam mot MatUED OOUraADTon TNe POLIOIS^. mum TO MN8utma WO= A00YG amnia POLICY PERNN) OTFICR c06tamawrrl RLSPEOTTOvimm •naa DSSORIBED HEREIN t8 atl8JE0TTOALL 7NEyams, we PAID Owua. NSR LR TWO OP N(JRANCE wn POMMY Amara tfiDO11 roue/ tm aYYYb LaaTS .. A QENERRLuaol rr n 00°J1t 09AL068308 fl 01/09/12 01/09/13 EACH OCCURRENCE a 1000000 A COMMERCIAL oaNaNALLIAE6RY —"'� DLAWMADe om (E. R ammaoa* s 100000 WDN(r{Ae,PMpm5) a 5000 PER80NALa Amy moan, B 1000000 •- rr+EN:LApoREOATE s 2000000 ass. AOasSGATG uwYae.':,ga PER: LOC TO a 2000000 R roucY PRD YEOT S AUTOMDSl.e u5aarT ANYAU1 AU. OWNED AUTOS SOmEDUIF.DAutaa ItREDAUT08 NON441NE0 AUTOS COMBINED 8545IE war CS.+ WOK — — 001LY QYNRY fPQY.1 S COOLLY INlUM(PoTattWMC a P torea Y w anm — i S _ U1 AI O taws L� MOOR D{AaAOAnaoe P'Acm OOOURRamar a AGORRIATE =OCTI6I.Q RETENTION a 5 - S t1IDR/6P4 OOYPSNauYga, AND EMPLOYERS`LRY ANY PROPRIEYOPtPARTNlRteaeclmva Omc¢AadVABER EXCLUOED9 lM d. ylr NR) Ny ■q..+nerJN OeSORIPTION OP OPERATIONS wt. YIN WC QT.. TORY LIMO EN 1 I vls ��l CI. EAm,ADeloovr a ILL DISEASE. EA EMPLOYEE Li. =Aa -IoUCY LLNr DWCgPRONOFOPERATazeatLowatoaamamma Amoco boon m aapa1m.I R®,M.a:9uL:l., tr......IP,py.gl ,+.•sarmonu rr u.".%en ANCELLATION MIAMISH Miami Shores A ilding Dept 10050 NE 2n41. Ave Miami shores Village FL 33138 MOULD ANY Oi TNEMOYE DEMO Peuramar moon= alsom mmmamoalMomMm.mmmaNNommww.emamommom AOOORDAIBZ wrm aampac Y moomm , aNIN9Wg0REYa aaarrATM 14 (i198 :..1! ""• Fe' f =41 ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD 90/10 30tlld 3AI103NNO0 TION. All rights reserved. Z99199Et756 6E :L1 ZI8Z/90/1I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 P-9L-n Inspection Number: INSP- 183242 Permit Number: EL -11 -12 -2256 Scheduled Inspection Date: December 20, 2012 Inspector: Devaney, Michael Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: CONNECTIVE ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132050270580 Phone: (954)782 -7879 Building Department Comments INSTALL TEMP METER FOR POWER 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 6(-0,--ec e.-•9/. December 19, 2012 For Inspections please call: (305)762 -4949 Page 21 of 22 A 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 B IL ING PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: 2.59° M. 13 cy (112!'c. 1)r City: Miami Shores County: FBC 20O Permit No ', ° (1959 Master Permit No. C. -3 —1 Z ° ?f 9 7 Miami Dade Zip: 3 113 Folio/Parcel #: Is the Building Historically Designated: Yes NO X. Flood Zone: OWNER: Name (Fee Simple Titleholder): c. I Li), WI / C Phone #: 14 ., — Z fi 0 o Address: f . 561 /V • 84y c in or t . D,A'v City: iintaavt a 41n State: , P 1 Zip: 3 313 .e Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: L. o n Ae c.4- 0'V',2. F ? t C /y' i' C. Phone #: q 5 — 3g z — i v7 cj Address: 3 6107 Al or it, PtGrl ,e.r^a.l I-,1; 5 h ,...,4 )/ %' 2-k S City: Y tp an o 13 -each State: PL. Zip: $10611 Qualifier Name: M 1:C h e l C a p o n e S c4 Phone #: '1 5 9 " Z 7g 7q State Certification or Registration #: EC. 1 300 3 1 g'f Certificate of Competency #: Contact Phone #: q 54 — 2.0 S ° 1c' 1 Email Address: M i /t t & C.rm e c ilv c m g/ ecbi%C . cos.-, DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 0 Square/Linear Footage of Work: Type of Work: ❑Address OAlteration ZiNew ORepair/Replace ODemolition Description of Work: On ch. /Oa /Von 414 ci CO /1 !'1 'Cr I, :on 0,1 ? e MP et # &e P far Tram Pa .ver. ******** * * * * * * * * * * ** * * * * * * * * ** ******* ** Fees************* ******* * **** ** * ** *** *** ** ** * *** Submittal Fee ' a r ., Permit Fee $ /® /a, e, id CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ '� 'a%) 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 su, 'ect to atta, ! ent. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe ''n which curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will = t e appro and a reinspection fee will be charged. Signature _ / Signatur Owner or Agent ctor The foregoing instrument was acknowledged before me this Zi The foregoing instrument was = ':. owledged before me this 20 by No P G4 \/I f e, , day of WV , 20 6 , by fl ofttiat ( (' , ae'tut- w..: is personally known to me r who has produced who is personally known to me o ho has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: e SS it 4 b `° y4 x ar- ndiaran My Commission Expires: ?rr' : '��= COMMISSION #00850706 svF- EXPIRES: JAN. 11, 2013 °°„mo * WWW.AARONNOTARY.com * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY as identification and who did take an oath. NOTARY PUBLIC: Sign: 1 _ sll Pr t: J t: L SS i G & �� a/& t , • My Commission. .1 tµY P1A, Y • gar -may o�c fXPI RES: JAM. 11, �Ot + +h°uu,` WWW.AAR0NN0TMY ****************************** * *4e***3e3e4c *9c*3:*9:**** ** Y ***** Y* Y *: YikkxY*dr*4c9c*4e3e*9c*k**** Plans Examiner Structural Review (Revised 3 /12 /2012XRevised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 k Inspection Number: INSP- 176998 Permit Number: WS -8 -12 -1485 Scheduled Inspection Date: April 03, 2013 Inspector: Rodriguez, Jorge Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: DENMAR CONSTRUCTION GROUP Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050270580 Phone: (954)372 -6623 Building Department Comments NEW WINDOWS AND DOORS 28 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments - April 03, 2013 For Inspections please call: (305)762 -4949 Page 2 of 21 acA 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: Permit No. Master Permit No. L- 3 - / Z - 4 1 9 7 RMCM77,7T-Z7 LE 0 L. 2012 J B Y: BUILDING ROOFING JOB ADDRESS: 9259 N Bayshore Dr. City: Miami Shores County: Miami Dade F.olio/Parcel#: Is the Building Historically Designated: Yes Z p: 33138 NO X OWNER: Name (Fee Simple Titleholder): David Puyanic Address: 9259 N. Bayshore Drive City: Miami Shores Tenant/Lessee Name: Finail• Flood Zone: Phone#: 786 -295 -2600 State: Fl Zip: 33138 Phone#: CONTRACTOR: Company Name: Address: 3180 NW 97th Way City. Sunrise Denmar Construction Group phone: 954-372-6623 Qualifier Name: Edwige Clark State Certification or Registration #: Contact phone: 786 - 288 -1198 DESIGNER: Architect/Engineer: State: Fl zip: 33351 Phone#: 786 - 288 -1198 CGC1519531 Certificate of Competency #: • Rmail Address: Edark @DenmarConstructiongroup.com Phone•#: Value of Work for this Permit: $ I j 00 C Square/Linear Footage of Work: Type of Work: OAddition Description of Work: gem veil, L1 c / 7c% fr./ a ii of hp, e (`'c 9 teration DNew R ? /0 cry? f� ORepair/Replace ODemolition e,( ,4 /I <erc,r ie z; " tx /qtv Color thru tile: * ** Submittal Fee $ Permit Fee $ /0‘'------ / (-1 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL 1+'EE NOW DUE $ 4SS - IC) 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 c' jl of the no ' of commencement and construction lien law brochure will be delivered to the person whose property is subject ' n hment. a cef tified copy of the recorded notice of commencement must be posted at the job site for the first inspection h� curs s ' (7) days after the building permit is issued in the absence of such posted notice, the inspection will not b appr and a/ ection fee will be charged or Agent The foregoing instrument was acknowledged before me this DV zt Contractor The foregoing instrument was acknowledged before me this aQ day of N ®V , 20 12 by e: C2 q e C(e v14 has produced who personally known to me or w has produced as identification and who did take. an oath. As identification and who did take an oath. NOTARY PUBLIC: Sign: P r i n t : j e r(I ea p r& v► a 1 a 02 n My commission Expires : ..�a. �q °r narandietin °1MIa5I0N'00 860706 M''' Qr' XPIR[S; JAN, 11,2013 **ye ,k gi**ikd= *+k*sk*k epp*st*q:ep*#4'ys+)e *:ka 144- P1ans Examiner APPROVED BY Structural Review (Revised 3/12/2012)(Revised 07110/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print aiSS 1 C - art3'1idietva1 My Commis sion Expired : gy4.� 3. Barandia 'an ti29�'' y :f±'�commtssION# DO850706 Q . � . ,-' fatPl Ft£S: JAN. 11, 2013 s"P• •••�• yQ�a� ,k*Me,kKak**** ,psp** Zoning Clerk CONSTRUCTION GROUP FORM OF CHANGE ORDER CHANGE ORDER PROJECT: CHANGE ORDER NUMBER: Puyanic Residence DATE: November 27, 2012 TO CONTRACTOR: Denmar Construction, Group. ARCHITECT'S PROJECT NO: 3180NW97thWay Sunrise, FL 33351 CONTRACT: FY 12 -001 CONTRACT DATE: October 20, 2012 The Contract is hereby revised as set forth below: DP om' Change Order tellb encompasses all of the following work: Change Order — Scope of work as detailed in Revised S1, S2, & S3 Drawing dated 11/02/12. Replacement of Eco Windows and Doors for CGI (15% discount offered by CGI Windows) ($0) Additional Roof repairs at perimeter of roof - $5,244 Credit for using AGA Contracting : Stucco - ($365) Masonry - ($1,446) Tub Pour- ($530) Floor Repair - ($270) Roof Soffit& Fascia (200) Credit for using Wood Express: Millwork - ($4145) Total ($6,956) Net Total $ (1,712) 4P A_ This Change Order incorporates all documents and the work and services required by those documents as listed above. The following are specific exceptions and are not settled by this Change Order: No exceptions. G -1 41- CONSTRUCTION .� CONSTRUCTION GROUP Authorized: Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. The original (Contract Sum) (Guaranteed Maximum Price) was $203,289.51 Net change by previously authorized Change Orders $0 The (Contract Sum) (Guaranteed Maximum Price) prior to this Change Order was $203,289.51 The (Contract Sum (Guaranteed Maximum Price) will be (increased/decreased) by this Change Order in the amount of ($1 ,712.00) The new (Contract Sum) (Guaranteed Maximum Price) including this Change Order will be $ 201,577.51 The Contract Time will be (increased) (decreased) by The Date of Substantial Completion as of the date of this Change Order is February 23, 2013. (0) Days AUTHORIZED: ., K Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. G -2 (Company) pin.nar Cdncifueihvi G• (Company) CONTRACTOR (address) 31ifer AA t.. 97 44 'vv. 5(4/1 4.c r AL, TT ICI (Own- e) I 't.l.o,nye. O 4E' 1 ,,,,�✓ address) 912.57 Ai. 87 sibs AVA .; 1L 313 5/ ARCHITECT (address) By By By DATE / /2/1/2 DATE DATE 122 /, Z ., K Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. G -2 Permit No: 12 -1485 Job Name: August 9, 2012 Miami Shores Vivage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) This project is a sub permit for a major renovation. Please submit as such. The plans submitted revise the existing master permit and must be submitted as a revision of those pages. 2) The product approvals must be reviewed and signed approved by the designer of record. 3) The fixed windows (G) do not meet the design Toads. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove themfrom 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 PERMIT #: 1, Contractor Owner Architect Picke Address: Miami Shores V,iiage Building Department RECEIPT sets of plans a DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (other) c* t4 From the building department on this dat in order to have corrections done to plans And /or get County stamps. understan that the plans need to be brought back to Miami Shores Village Building D partment to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: ir d- i Z 10 Makin maS 018, wia1ar tomdCLOS`i(Acct . ith\vi, 40" iami Shores Vill ECEIVE Building Department AUG o, nig 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 B DING PERMIT APPLICATION Permit Type: BUILDING 92-59 t\) o-,r s►.,,ere, City: Miami Shores County: Miami Dade Zip: 3 31 3 £ Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: JOB ADDRESS: FBC20 /0 Permit No. Us -/Ver /V Master Permit No. fee—J0, ei ROOFING OWNER: Name (Fee Simple Titleholder): Det.,/ 9 ot P v Li -V') C Phone #: 7 g b-2-9. s ° 2 59 9 Address: 1100 Ai $ t#>I .c 4 /' d # 3(6 04 City: /410 il 1' ^, /� State: I' L Zip: 3? 13oa Tenant/Lessee Name: l '�rl I Phone #: 7t' ?' s'p� 7 1 el Email: Ov1e COMrodoi {!f•- 14. ea /"∎ Alf/1 3.16 -a el/ 6 CONTRACTOR: Company Name: ¶k- 14._5 O4' 1 + S Phone #: 30s _ zs b 6 Address: g 7f5- S a W• 1,21 City: (In 1 t — State: Zip: '3 .3 17 to Qualifier Name: C 14.. State Certification or Registration #: aC3C 451 3 lat..39 Certificate of Competency #: Contact Phone #: Email Address: ,I Phone #: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 3 3 Square/Linear Fo : Type of Work: DAddition OAlteration DNew Description of Work: Q LAi t v t Phone #: 78 - S 73 - 07C? Color thru tile: * * * * *a *** * * *** * ** ***** * * *** ** ****** **** Fees * * * * *:x******** ******** * ** *,x******** * ***,x** ** 60 Submittal Fee $ 50 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 applicab e ti A1 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 A) FJJ)AVIT: 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 conditio o the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a coj i , the notice ' f commencement and construction lien law brochure will be delivered to the person whose property is subject to r ac ment. Also :. certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w� curs sev ) days after the building permit is issued In the absence of such posted notice, the inspection will not be ap, oveG and a re ' ection fee will be charged. Signature Own • `or Agent The foregoing instrument was acknowledged before me this The foregoin in trument was acknowledged before me th� day of , 20 _, by day of ,� — 20 j2-,-by t who is personally known to me or who has produced who Signature — Contractor L21to me or who has produc 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 Co **** x *: *********** ************ **************** **** * **** ************************** ***+x*******+x*:x ***** ****** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09) • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INFORMATION FOR REPLACEMENT OF WINDOWS & DOORS AND NEW INSTALLATION OF SHUTTERS Permit application must be accompanied by: € If Owner is doing the work, include the Owner Builder Disclosure. € Two (2) copies of drawing of the building, showing location of the building, showing location of the windows /doors to be replaces or location of new shutters. € Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, width and height, opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance ") € Two (2) copies of Dade County current NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass) € The Florida Existing Code (FEC) Section 507.3 and FBC 1603.1.4 requires when replacement of windows /doors or new shutters are installed, The Desiqn Pressures for each opening shall be provided. A Wind Load Chart, signed and sealed by a Registered Architect or Professional Engineer € Replacement Windows and Doors shall be Impact Resistant, if Non- Impact is proposed, then Hurricane Shutters shall be installed to complete Impact Resistance regirement, FBC 1609.1.4 Two (2) copies of the Shutters NOA shall be submitted at time of permit. € Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. IF OPENING SIZES ARE BEING ALTERED, THEN PLANS WITH DETAILS SIGNED AND SEALED BY A DESIGN PROFESSIONAL, SHALL BE SUBMITTED. Revised on 7/22/2009 STATE OF FLORA DEPARTMENT OF 3INESS AND PROFESSIONAL RELATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CHAVARRIA, DANIEL M R & S WINDOW CO 8650 NW 3RD LN APT 5 MIAMI FL 33126-6822 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.coni. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487-1395 _ STATEOFFL9R1D4 , . PARENT OF BUSINESS AND PROFESSIONAL REGtILATION NSTRUCTION: INDUSTRY- -AICENSINC4BPAR.U, • , 70..P909., • ATCH NUMBER -- ENSiqfB . I , 1641ansChapteV: Expiration date: AUG 31, 2012 4j • '6: FL 33126-6822 CALL BUSINESS TAX RECEIPT IAMI DADS COU$ t Y STATE OF t~LORID, EXPIRES SEI 1' 30 2012 . MUST BE DISPLAYED.;AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER SA ART. 9 9,10 THIS IS NOT A BILL — DO NOT PAY 610248 -7 BUSINESS NAME / LOCATION R & S WINDOW CO 8715 SW 129 TERR 33176 UNIN DADE COUNTY OWNER THE COMPANIES OF R & S Sec. Type of Business THIS IS 220 A TANGIBLE 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 HOLDER'S QUALIFICA- TIONS. pAYMI:NT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: . 09/15/2011 60020000414 000075.00 SEE OTHER SIDE • PERSONAL INC PROP DLR RENEWAL RECEIPT NO. 636528 -2 FIRST -CLAS U.S. POSTA( PAID MIAMI, FL PERMIT NO. EMPLOYEE /5 10 DO NOT FORWARD R & S WINDOW CO • . JOHN. T DOWNEY PRE,S 8715 :SW 129 TERR MIAMI FL 33176 1 lilfttiJlfttt�t►ltlJett ttB'Imsti }!.4041 610248 -7 BUSINESS SAWWINDOW�CO 8715 SW 129 TERR 33176 UNIN DADE COUNTY RECEIPT DE ' UNTV STATE OF•FLbRIDA E(PIRE$ $EPT 30r 2012 ST BE DISPLAYED AT PEACE OF:BUSINES RSUANT T' QOUi ;CODE CHAPTER ;8A i THIS IS NOT A BILL -- DO NOT PAY RE OWNER THE COMPANIES OF R & S INC NEWAL RECEIPT NO. 636527 -4 STATE* CGC1513239 FIRST -CLP U.S. POST/ PAID MIAMI, F PERMIT NO WORKER /S Sec. Type of Business 10 196 GENERAL BUILDING CONTRACTOR LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER XI S LNG REGULATORY OR ZONING LAWS OF THE DO NOT FORWARD 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 HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: na /1 ci / ?0] 1 R & S WINDOW CO JOHN T DOWNEY PRES 8715 SW 129 TERR MIAMI FL 33176 RLf CERTIFICATE OF LIABILITY INSURANCE OP ID ML DATE(MMNDn'YYY) 04/05/12 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 holder Is an ADDMONAL 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 rfghts to the certificate holder in lieu of such endorsement(s). PRODUCER BROWN & BROWN OF FLORIDA INC 14900 NW 79th Court Suite#200ADDRESS: Miami Lakes FL 33016 -5869 Phone:305 -364 -7800 Fax:305 -714 -4401 WA HAW NAME: AIC. No, Ext): FAX No): POLICy�Xp. (MMIDD/TYYY) CUSTOMER ID PI COMPA -4 IRSURER(S)AFFORDINGCOVERAGE Noce INSURED The Companies of R & S Inc. DBA R &S'Wjj, dow Company 8715 SW 12 Ter ra be Miami FL 3 176 INSURER A : Bri ield 1 d8ef Employers Ina Co 10701 INSURERS: Mid - Coatinent Casualty Co , 23418 mums c : Praetorian Insurance Company 37257 INSURER D : $ 1, 000 , 000 INSURER E : PREMSES(Eaoxunrence) 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 NSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TR TYPE OF INSURANCE AU DI. INSR WEIR WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICy�Xp. (MMIDD/TYYY) LIMITS B GENERAL LIABILITY COMMERCIAL GENERAL UABIUTY OCCUR 04GL000817530 04/01/12 04/01/13 EACH OCCURRENCE $ 1, 000 , 000 X PREMSES(Eaoxunrence) $100,000 CLAIMS -MADE X MED EXP (Any one person) $ EXCLUDED PERSONAL & ADV INJURY $ 1, 000 , 000 GENERAL AGGREGATE $ 2 , 000 , 000 Gen_ AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2, 000, 000 PR X POLICY _ea T LOC $ C AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS PICFL0002260 04/01/12 04/01/13 COMBINED SINGLE Limn- $1 000 000 BODILY INJURY (Per person) BODILY $ BODILY INJURY (Per acddent) $ X PROPERTY DAMAGE (Per acddent) $ X X $ UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N N / A 83044716 04/01/12 04/01/13 X To jiarr TH ER E.L. EACH ACCIDENT $ 1000000 E.L. DISEASE - EA EMPLOYEE $ 1000000 below EL. DISEASE - POLICY UNIT $ 1000000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CERTIFICATE HOLDER CANCELLATION City Of Miami Shores 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 (2009/09) 20a9 CORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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.miamldade.aov/nerat CGI Windows & Doors, Inc. 10100 N. W. 25x' Street Miami, Fl. 33172 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 "450" Outswing Aluminum Doors w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98 -01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10/20/97 and last revised on May 10, 2012, signed and sealed by Javad Ahmed, 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 Limitations: 1. See Design Pressure ratings in sheets 1.1, 1.3, 1.4 , 5, 6 and 7 for unit sizes Vs lock options, mullion type, sidelites (widestile), glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. See applicable threshold water ratings and limitation of glass type Al, in sheet 7. 4. 7/16" and 1" composite panels are limited to partial condition, not to exceed 1098 in2 (7.625 i) total area. 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 ", 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 # 11- 0912.12 and consists of this page 1 and evidence pages E -1 & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 11- 1025.02 Expiration Date: November 09, 2016 Approval Date: May 17, 2012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11- 0912.12) 2. DrawingNo.W98 -01, titled "Series 450 Outswing Doors & Sidelites ", sheets 1, 1.1, 1.2, 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10/20 /97 and last revised on May 10, 2012, signed and sealed by Javad Ahmad, 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 manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 0080 - 0304-11 dated 11128/2011 and HTL- 0080 - 0902 -11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B- 5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 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, per FBC 2411 3.2.1, TAS 202 -94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 97055 (0080 - 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 513, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No, HTL -01071 (0080 - 0402 -02) dated 04/01/2002 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09- 0723.04). Original tests conducted per SFBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. aq I. Chanda, P.E. Product Control Examiner NOA No 11- 1025.02 Expiration Date: November 09, 2016 Approval Date: May 17, 2012 E -1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. 1 Glazing complies w/ ASTMS- 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co,, Inc. for their "DuPont Sentry Glass +D Interlayer ", expiring on 01/14/17. 2. Notice of Acceptance No. 08- 1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer", expiring on 12/11/13. 3. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer ", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/11/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 11- 0912.12, expiring on 11/09/16. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal # 10 -0940, dated 11/17/10 approved by BNC. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 11- 1025.02 Expiration Date: November 09, 2016 Approval Date: May 17, 2012 E -2 TYPICAL ELEVATIONS ISMS 0P 8 SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR 74-1/2' ME WWI 11 1/4' 111 -lfle' 7822 MOTH 1 A 1 Ad / STEPS TO USE CHARTS SEE SHEETS 6 & 7. REQUIREMENTS TO RE REVEWED BY 0U11080 OFFICIAL. i �/ i `\ ACTIVE / INACTIVE NOMINAL DOOR/SIDEUTE PANEL PANEL D.L. OPG. WIDTH WIDTH WIDTH 2/0 23 -3/4' 18 -7/8' 2/6 29 -3/4' 18 -7/8' 3/0 33 -3/4' 24 7/8' 3/6 41 -3/4' 30 -7/8' NOMINAL OORt/SIOEUTE PANEL PANEL DA- OPti. HEIGHT HEIGHT HEIGHT 6/8 78 -7/8' 66 -1/2' 7/0 82 -7/8' 70 -1/2' 7/6 88 -7/8' 76 -1 /2' 8/0 94 -7/8' 82 -1/2' 8/6 100 -7/8' 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2' 10/0 118 -7/8' 10¢ -1/2' . �i � . ACTIVE -0 - OUTSWING DOOR DETAIL revisions: e 161848 f 07.1008 R 108.11 1 1121.12 PS PM KO 1m08ns 071118 RE 807 I80 W. PM 88 WMIS TEL 700 f8A sass DWG. NO.: W98 -01 V\ L WINDOWS Be DOORS 10100 northwest 25 Met neon* Iloride 117172 product : Series 450 Outswing Doors & Sidelites date 10 -20-97 I sheet 1 of 7 TYPICAL ELEVATIONS LH CONRGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) TRUE HORIZONTAL ( M1UNTIN (1 OR MORE PER DOOR OR SIP 1TE PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIHT + 1 -7 /r STD. THRESH000) MIT HT = PANEL HEIGHT + I -5//8" (DA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4° 10A : COPPER CREEK W/ CO 3 POINT 10M : BALDWIN W/ COI 3 POINT 1013 : RESENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK IOCC : COPPER CREEK SINGLE POINT LOCK 10D : DOR- 0 -MATIC SERIES 1890 100: JACKSON SERIES 205/2085 10F : SURFACE MOUNTED LOdf RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS 10A IOM 100 IOC & IOCC 105 & 10E 10 P DOOR HEIGHT EXT.( +) INT.( -) 5 T•( +) MT.( -) EXT.( +) INT.( -) EXT.( +) NT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 84° 90.0 90.0 100.0 110.0 100.0 110.0 65.0 88.0 80.0 80.0 100.0 110.0 98 -3/4' 90.0 90.0 100.0 110.0 100.0 110.0 88.0 85.0 70.0 70.0 90.0 90.0 108 -3/4' - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120 -3/4' - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A : COPPER CREEK W/ CO 3 POINT 10M : BALDWIN W/ COI 3 POINT 1013 : RESENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK IOCC : COPPER CREEK SINGLE POINT LOCK 10D : DOR- 0 -MATIC SERIES 1890 100: JACKSON SERIES 205/2085 10F : SURFACE MOUNTED LOdf RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. RECD. MAX. SPACING UPTCI 90 -3/4' 3 30 1/2' ABOVE 90 -3/4' UPTO 120' 4 44 1/2- DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION 0 LECEND -0 - OUTSNENG DOOR DETAIL n - ITEM DESCRIPTION (see sheet 2 of 7) 011900CfMOVi 1 sLA dre TrIAOth j� ff /T/ 14 DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miumi, flow 33172 product : Series 450 Outsw(ng Doors Be Sidelites date : 10 -20 -97 I sheet 1.1 of 7 BIRD VINYL (RI-382 3/18" ANN. MASS A78' BREMNER tVINCE A (7364POSNE 6f 'SOLUNA OR .090" SENTRYGUS WTERIAY R BY'WPONT' 3/18" M81. GLASS BULB YA111. CM-382 SLICONE GE-1200 DOW 995 LOT 898 GLASS TYPE 'A' 7/18" OVERALL LAM. GLASS 3/10" HEAT 5IREN D MASS .879' INTERAYER YWCA COLPoSTE BY 'SOLUTU' OR A90" SflRRYCIAS WiER1A1'ER BY 'WPOHI" 3/I8" HEAT SfliENo GLASS SRB VINYL 091-391 1/8' OR 1/4' TEMP. GLASS AR stva 3/10" MAL GLASS .075" 6RERIAYM VANCEM4 COMPOSITE 8Y 'SOLURA' OR .I0' SENTRYf1AS DRAWER BY 'IMPORT' 3/18' AIUL GLASS NE b Sip RE GE -1210 WW 998 DOW 998 GLASS TYPE 'A1' I" OVERALL INSUL LAM. GLASS ELIOCINE GE -1200 DOW 195 DOW 899 AIR SPACE CONSISTING OP ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. GLASS TYPE `6' 7/16" OVERALL LAM. GLASS BULB WPR. 001-382 1/8" OR I/4" TEMP. MASS ALB SPACE 3 /ir ANN. QA49 .080' PVB BITESAYER SAILER NG BY 'SUM' 3/18' HEAT SIRDGD MASS GLASS TYPE 'B1' 1" OVERALL. INSUL. LAM. GLASS GLAZING OPTIONS NUCOR GE-1200 DOW 995 COW 899 BIAS V811L CM -382 .090 ALIRAHIAN SHEET 4' PLVWO011 .090 MAMBA SHEET SILICONE GE -1200 X995 DOW 899 7/18° OVERALL COMPOSITE PANEL, BULB WRI. CM -382 ,080 ALOMBSW SIEEI' 3/4" PLY® • .090 M.UMNUM SHEET SILICONE GE -1200 000 095 DOW 899 1° OVERALL COMPOSITE PANE, e!1 GLAZING STOP OPTIONS CG -37Q COI -50k CG -395 Col-51g CGI -515 DOORS AND SEEMS CAN BE GLAZED USNG SQUARE OR OGEE GLAZING B171DS /A0APIER9 sellopplyisig gewlM Fled*. 0glrMee O,% DWG. NO.: W98 -01 • CG\ WI NJ 'SOWS at DOORS 18100 northwest 25 Street mienti, Rondo 33172 product : Series 450 Outswing Doors & Sideiites dote : 10 -20 -97 I sheet 1.2 of 7 J 4 1/4' 3' 74 1/2' (VESTED SIZE) FRAME NfMTH 3' 3' 24• B' 24' 3° Max 4 l/4 35-1/2 MAX. PANEL SION LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CIRRI L*MI) — 132.0 PSF GLASS TYPE LOCK OPTION 110AA`CG1 3 POINT MECHANISM w/ eN.DwIH SERIES 8200 DEAD 901.7 HAGER HINES 55 38 9118' FRAME 1RDTH 4 1/4' 24 MAX. 4. i — HERotr by 1/8 - / p t W 24 3/4' l ` \ \ j k. — g / DLO. 12 / / / 10N i ...,® \ \ ' _ .{ ^g\ d n g — / ti ,..3,d / J „/� r/ te wACTI VE � / ` t\ ACTIVE lei 35-1/2 MAX. PANEL SION LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CIRRI L*MI) — 132.0 PSF GLASS TYPE LOCK OPTION 110AA`CG1 3 POINT MECHANISM w/ eN.DwIH SERIES 8200 DEAD 901.7 HAGER HINES 55 38 9118' FRAME 1RDTH 4 1/4' 24 MAX. tesODOGT Mans M MeeMjICR with the Plorkh rfyt dinlrle e DWG. NO.: W98 --01 • CG\ WINDOWS 8c OORS 10100 northwest 25 street mMmi, flldde 33172 product : Series 450 Outswing Doors & Sideiites dote : 10 -20 -97 I sheet 1.3 of 7 X / / / / / '!., HERotr by 1/8 - - g \. ^g\ d n \ ` ACTIVE „/� r/ te I ` t\ tesODOGT Mans M MeeMjICR with the Plorkh rfyt dinlrle e DWG. NO.: W98 --01 • CG\ WINDOWS 8c OORS 10100 northwest 25 street mMmi, flldde 33172 product : Series 450 Outswing Doors & Sideiites dote : 10 -20 -97 I sheet 1.3 of 7 4 I /4" 74 1/2" (TEIED SIZE) l E 6D 3" 24' 4 1/4' 9 FRAME HEIGHT 1 EXT.( +) \k "I. 74 -1/2' 70.0 — 84 -1/2° / / / / \ 100 i0E \ \ ` 1 / j \ CONCEALED VERTU/ ROD \ \ \ \ n M 0 /f/ / / / / / ACTIVE 1 AC11W ACTIVE: 14 24• 7 1/4' PANEL WIDTH DOORS LOAD CAPACITY - PSI? FRAME HEIGHT FRAME WIDTH EXT.( +) TNT.( -) 98 -1/2' 74 -1/2' 70.0 70.0 84 -1/2° 74 -1/2° 80.0 80.0 000R NOT RATED FOR WA1ER INFILTRATES RESISTANCE. OUN.IFIED MTH AIL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 100 I AND 10E 4 1I4` 38 9/18' HONE MIN CVR PANIC HARDWARE m 1 / 1-4 _11 Li - / VERTICAL ROD / / / / /. %% / \ IDI t0E \ \ Q — ( :S _, a. _.0 n 0 11 "-` ACTIVE 7 1/4' e APPROVED PANIC HARDWARE FOR DOOR DOR- O -MATIC SERIES 1890 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE T 1/4° .r--a E �qiN:• Q FI CAN.` illeDUQAICNIYRN +w1P14Y1mtwN * As Ma/ft Asiotkawso Sookmdee Oats?- DWG. NO.: W98 -01 • EI WINDOWS At DOORS 10100 northwest 25 street mloml Haido 33172 product : Series 450 OutswIng Doors & Sidelites dote : 10 -20 -97 J sheet 1.4 of 7 BILL OF MATERIALS 1 TEM 1© 12A1 Pr I3 Ell 0 1© 6 8 9 10 DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CUP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" 0.0. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" -FROM ENDS, 3 CENTER OF PAIRS SPACED 6" 0.C. & 24" 0.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, & 7" FROM ENDS & 19 -3/8" 0.C. MAX. #14 X 3/4" HEX HEAD SjS TEKS SCREW AT 6" FROM ENDS & 24 3/16" 0.G. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) 10A 10AA 10B 10C 1iocc] 10D 110E 110F CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR UNKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL 082410. CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, • (1) DEADBOLT BY BALDWIN SERIES 8200, KWKSET 780. REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. DOR- 0 —MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. JACKSON 20 SERIES PANIC EXIT WITH 2085 /2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. CGI 'CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALOWIN SERIES 8200 DEAD BOLT. m m 18 19 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL COI 4 -1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12 -24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4 ") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1 /2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SIUCONE GE -1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063 —T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063 —T5. essouCr REVISED IZ awl* the Rad& Code Asimitatatru .IO •b2 UM DWG. NO.: W98 -01 • EI WINDOWS 6c DOORS 10100 IlOrthwest 25 sheet inked, Raids 35172 product : Series 450 Outswing Doors & SIdelites date : 10 -20 -97 1 sheet 2 of 7 CGI -507 DOOR FRAME HEAD /SILL CGI -511 JAMB COVER CGI-509 FRAME JAMB/MULUON CG —510 SDELITE MULUON .075 4e5 1.eea CGI -508 FRAME COVER CGI -503 NARROW SIDELITE STILE CGI -502 JAMB/LOCK /SIDELITE STILE am .128'+ r CGI -501 BOTTOM RAIL AT3 7.312 CGI -500A TOP RAIL .186 CGI -540 4.000 -I SADDLE THRESHOLDS CGI -514 HORIZONTAL MUNTIN .778 CG -37g rOODUMIEVIpBD ss Mptplyhe wl14 4e Pledde 01•120,,, DWG. NO.: W98 -01 • EEL WINDOWS 8e DOORS 10100 nutmeat 25 Wed kw* noddo 33172 product : Series 450 Outswing Doors & Sidelltes dote : 10 -20 -97 sheet 2.1 of 7 Bolt Assembly Rod Keyed Asst'. 1/r Bolt r- Housing #10 x 3/4° PH SMS Flushbolt Tip Linkage Assy. Connection Wheel IIpJiI.I TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 —POINT LOCK Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) #10 x 3/4° PH SMS 18 x 1/2° PH MS Flushbolts (Inactive Panel) lir Bolt Tip Threaded Rod Keyed Cylinder Deadbolt Assembly #10 x 3/4° PH SMS Actuator Arm Actuator Arm f1 REGENT 3 POINT COMMERCIAL LOCK 1/2' 1/r Bolt Housing Bolt Tip TOP SECTION SHOWN (BOTTOM SIMILAR) JAVA ilel #10 x 3/4° PH SMS SURFACE MOUNT SLIDE BOLT WITH BALDMN DEAD BOLT Surface Mounted Activator DWG. NO.: W98 -0 • GI WINDOWS 8e DOORS 10100 northwest 25 street Word, rids 33172 'Ore:lust : Sues 450 Outswing Doors & Sidef tes J4 ite : 10 -20-97 sheet 2.2 of 7 Dor -0 —Matic 1690 Top Lock Assembly #8 x 3/4° FH SMS 1/2" 1`7ti�i1 LL IIuICP 1, 1 Strike Plate Top Guide w /trip release Top Bolt Jackson 20881 Bottom Bolt Boit Guide #10 x 1/2° FH MS #10 x 1/2° FH MS DWG. NO.: W98 -01 • E7I WINDOWS 4Ic DOORS 10100 eot:west 25 street mimN, flartda 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20-97 sheet 2.3 of 7 1/4° DIA. ULTRACCN 6° FROM ENDS r AND 24° 0.0 (SE (PITERMEDIA /4" DIA. ULTRACON SEE SHEET 7 // 1X4 PT WOOD SEE NOTE BELOW FRAME HEIGHT 1X4 PT WOOD 509 2X4 PT WOOD SEE NOTE BEL(W 511 1 -1 2A TYPICAL PANEL ASSEMBLY 2B ( TYPICAL PANEL ASSEMBLY H 2C TYPICAL PANEL ASSEMBLY OPTIONAL INSTALLATION \TO 2X4 PT WOOD . SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT 3 I TYPICAL 0 JAMB ANCHORS TYPICAL 1/4" DIA. UL m 6° FROM ENDS AND 19 -3/8° 0.C. FOR LOADS UPTO 70 PSF 14 -1/2° O.C. FOR LOADS UPTO 110 PSF 12° 0.0. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) 2A TYPICAL • 1/4" RNL 375 OR +aRikuCS UMW s.pTyyhi with pie IFIestla Mails Code d1. 16 FRAME WIDTH INTERIOR ASTRAGAL REOD. FOR WATER RESISTANT DOORS ONLY +.125 OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) TYPICAL #12 SCREWS 3/ END 1/4° DIA. ULTRACON O 6° FROM ENDS AND 24° O.C. (INTERMEDIATE ANCHORS) 1.280 2X4 PT WOOD NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. 475 EXTERIOR { I INACTIVE l f OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 LNOTE: � ✓Z 1 ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACE L I WITHOUT VARIATION IN CAPACITY. DWG. NO.: W98 -01 • EL WINDOWS 8a DOORS 10100 northwest 25 street miami, &aide 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 3 of 7 MULUON #1 1X4 PT WOOD SEE NOTE SHEET 3 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 502 502 1/4" DIA. ULTRACON 5" FROM ENDS & 19 -3/8" 0.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 } A78 4.812 EXTERIOR @ u SEALANT DOOR FRAME WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH THIS SILL IS NOT RATED FOR WATER THIS SILL IS NOT RATED FOR WATER ADA SADDLE RESIDENTIAL SADDLE EXTERIOR SWEEP 4" WADE SADDLE THRESHOLD REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS EXTERIOR DWG. NO.: W98 -01 1/4" DIA. ULTRACON ® 6° FROM ENDS & 24" O.C. WINDOWS Ae DOORS 10100 northwest 25 sheet nisei, florid° 33172 product : Series 450 Outer/rug Doors & SIdelites dote : 10 -20-97 sheet 4 of 7 MULLION TYPE 1 Y DE STILE-WIDE Sfl SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 2 ®E S1 EE-NARROW STILE 502 511 511 .675 .675 1.918 EXTEIVOR SIDELITE PANEL WIDTH MULLION TYPE 3 NARROW 5111E- NARROW SIRE 1.918 0010309 SIDEUTE PANEL WIDTH SIDELITE PANEL WIDTH MOTH 11411.115N tula 11521 1 WID1H (ty) @ DOOR PANEL. + FIXED PANEL 2 MAIM? ittVISKO sr suipailai via tbel4witt Sifts Cask p . -tl 149frotim MON REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 1: MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF ' NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 %*DIti (8) / r `\ . 1 1141*.(+) Md -) mod+) .( -) MOTH 11411.115N tula 11521 1 WID1H (ty) @ DOOR PANEL. + FIXED PANEL 2 MAIM? ittVISKO sr suipailai via tbel4witt Sifts Cask p . -tl 149frotim MON REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 1: MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF ' NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 %*DIti (8) H17610 E00.( +) wrd -) 1141*.(+) Md -) mod+) .( -) 1/0 100.0 110.0 100.0 110.0 100.0 110.0 2/0 100.0 110.0 100.0 110.0 1400 110.0 2/6 8/8 100.0 110.0 106.0 110.0 - - 3/0 100.0 110.0 1010 110.0 - - 3/0 100.0 1100 70.0 70.0 - - 1/8 100.0 110.0 100.0 110.0 100.0 110.0 2/0 100.0 110.0 106.0 110.0 100.0 110.0 2/8 7/0 100.0 110.0 100.0 110.0 - - 3/0 100.0 110.0 100.0 110.0 - - 3/8 tau 110.0 - - - - I/0 t000 110.0 100.0 110.0 100.0 110.0 2/0 100.0 110.0 100.0 110.0 70.0 70.0 2/8 7/6 100.0 110.0 100.0 110.0 - - 3/0 100.0 110.0 70.0 704 - - 3/0 140.0 110.0 - - - - 1/8 1 00.0 110.0 100.0 110.0 100.0 110.0 2/0 100.0 1104 100.0 1104 70.0 70.0 2/0 8/0 100.0 110.0 100.0 110.0 - - 3/0 110.0 110.0 - - - - 3/8 100.0 1044 - - - - I/O 140.0 110.0 1004 110.0 1010 110.0 2/0 100.0 1100 1004 110.0 - - 2/0 We 140.0 110.0 100.0 100.4 - - 3/0 10.0 98.9 - - - - 3/8 70.0 70.0 - - - - 1/0 100.0 1104 100.0 110.0 *00.0 110.0 2/0 e,0 100.0 110.0 1004 104.1 - - 2/8 08.1 80.1 70.0 704 - - 3/0 82.9 824 - - - - I/8 70.0 70.0 70.0 704 1000 1104 2/0 70.0 70.0 70.0 - 2/0 9%8 70.0 70.0 - - - - 3/0 70.0 70.0 - - - - 1/0 70.0 700 70.0 70.0 70.0 70.0 2/0 10/0 70.0 704 70.0 704 - - 2/8 M.0 - - 3/0 894 804 - - - - DWG. NO.: W98 -01 • CG\ WINDOWS at DOORS 10100 natdxaet 25 street sdani &villa 33172 product : Series 450 Outswing Doors & Sldeiltes date : 10 -20 -97 I sheet 5 of 7 PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE EIDE STILE SDIEUTES (THIS C N007 EXCLUDE NARROW STILE 50006) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. 7/t COHF $TTE Las' PANELS GLASS TYPE 'AI' BLABS TYPES 13' & 131' NORL PANEL. WIDTH t07RL PANEL HEIGHT 1° COMPOSITE EXT. ( «) INT. ( -) EXT. CO INT. 1 -) EXT. ( «) INT. ( -) 2/0 2/6 3/0 3/6 6/8 100.0 110.0 704 700 90.0 904 100.0 1104 700 704 90.0 904 100.0 110.0 70.0 700 90.0 910 1000 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 no 1060 1104 760 70.0 90.0 90.0 1000 1104 704 70.0 90.0 90.0 100.0 110.0 760 70.0 90.0 90.0 1004 110.0 70.0 70.0 90.0 900 2/0 2/6 3/0 3/6 7/6 1000 1104 704 70.0 904 90.0 1000 1104 700 70.0 900 90.0 1000 1160 70.0 70.0 90.0 90.0 1050 1050 70.0 70.0 904 90.0 2/0 2/6 3/0 3/6 8!0 Lou 1160 700 70.0 90.0 90.0 100.0 110.0. 70.0 70.0 90.0 900 1004 1100 710 700 90.0 90.0 700 70.0 760 • 700 A - - 2/0 2/6 3/0 3/6 8/6 100.0 110.0 760 • 700 • - - 100.0 1100 700 • 760 • - - 1000 110.0 700 • 70.0 • - - 70.0 70.0 700 • 700 • - - 2/0 2/6 3/0 9/0 1060 1160 7011 r 700 • - - 100.0 110.0 760 • 70.0 • - - 1060 110.0 70.0 • 70.0 • - - 2/0 2/6 3/0 9/6 70.0 70.0 70. • 70.0 • - - 700 70.0 704 • 700 • - - 700 70.0 700 • 70.0 • - - 2/0 2/6 3/0 700 70.0 700 • 704 • - - 10/0 70.0 704 70.0 • 710 • - - 70.0 70.0 700 • 70.0 • - - IOAS ±7ni ARE FOR DOORS LAID THRESHOLDS c -M) O1 ANY C0E0lIION AND ) WHERE WATER NPLTRAIION '+ ,I 'rl. a ARE NOT APPLCAS.E 4 J LIMITED TO 8/0 DAYUTE OPENING, PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN. OUTSNING IENTIAL (SADDLE) 1 L4 7 7 0:f `\ ,` \ ; l // vi v NOTE GLASS CAPAGTIES ON THIS SHEET ARE BASED ON ASTM 61300 -04 (3 SEC. GUSTS) AND FLORIDA BUNTING COMMISSION DECLARATORY STATEMENT DCA05 -DEC-219 PARTIAL COMPDSITE PANEL OR GLASS APPLICABLE TD DDOR/SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD EASED ON PROVISIONS OF 2010 FLORIDA BLOC. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A 0008 SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD MO LOCK OPTIONS. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 8. FOR MULLED S07EUTE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT S01 AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. now= REYt100 1 -10Y 02. Sillikadeli DIM 0 1 drawing no. W98 -01 (sheet 6 of 7 MULLION ANCHORS AT Sn1ELPEE$ 1170. STILE MOORS NOMINAL DIMS 24' rMN.TYP. TAX. PANEL WIDTH MOM PANEL WIDTH „+ SING F DAR OR SIDWIE PANEL WIDTH I PANEL WIDTH DE DOOR MILE 211210115 CUSTER OF ANCHORS 3, 4,5CR8 (3)2AT SERE 5/2DOOR (5) 3 AT SIDEUTE 2 AT 00011 SEE MARI FOR CIPA471Y 24 3° MN. 780. 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 2/0 2/6 3/0 2/0 2/6 3/0 DESIGN LOAD CAPAC7Y -087 PANEL NEIGHT CLUSTER OF 8 ANCRO28 1003 TYPE 'S' MTG. STILE ANCHORS AT DOUBLE DOORS CLUSTER OP 4 ANCHORS 6/8 7/0 7/6 8/0 68.0 508 952 77.2 648 585 893 72.1 805 52.1 83.7 67.7 502 110.0 1102 10.7 78.1 1102 1030 86.4 74.4 1102 CLUSTER OP 5 ANCHORS 60.7.7 692 8/6 9/0 9/6 we 532 402 745 602 50.5 704 57.0 472 87.1 542 902 753 95.2 110.0 110.0 110.0 150.0 110.0 TYPE 'C' CLUSTER OF 8 ANCHORS 110.0 110.0 110.0 1102 110.0 1102 104.3 110.0 110.0 110.0 972 110.0 1102 110.0 1013 CLUSTER OF 4 ANCHORS 1100 1192 110.0 1102 110.0 110.0 110.0 NOMINAL 0816. PAN75. PANH:1. WIDTH HEIGHT 110.0 965 1102 110.0 1042 90.1 nos 100.1 84.9 71.3 814 98.3 803 67.3 94.1 701 63.8 89.4 723 60.5 1102 1082 92.1 110.0 1100 110.0 1104 110.0 95.7 845 1100 110.0 924 78.6 1104 104.0 073 110.0 110.0 103.4 51.0 692 82.7 110.0 907 782 110.5 110.0 110.0 1102 110.0 1100 110.0 110.0 1102 110.0 1075 110.0 1102 1102 1012 1105 110.0 110.0 110.0 110.0 1406 1109 1100 100.3 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 3/0 2/0 e/6 3/0 2/0 2/6 3/0 6/8 DEMON LOAD CAPACIY-P8F TYPE' 0 TYPE 'C AT 881 950E OM ER OF 0 ANCHORS 1067 845 70.4 60.4 CLUSTER CP 4 ANCHORS 1100 110.0 939 CLUSTER OF 0 ANCHORS 100.7 7/0 7/6 8/0 8/6 805 67.1 575 942 752 82.7 83.7 882 705 582 50.4 110.0 107.4 895 1102 1003 832 712 110.0 110.0 TYPE 'C AT 8-0 2 860 8111 CLUSTER OF 3 ANCHORS 110.0 110.0 110.0 119.0 1100 110.0 110.0 110.0 1102 107.4 1102 832 504 80.4 47.4 780 84.1 78.4 072 1102 882 732 633 104.6 9/0 523 74.4 9/6 10/0 49$ 70.7 582 47.1 83.7 99..7 09.1 79.J 661 1102 110.0 100.8 110.0 110.0 110.0 110.0 110.0 110.0 CLUSTER OF 4 ANCHORS 110.0 1102 110.0 110.0 1080 110.0 110.0 110.0 100.9 1102 1102 110.0 1102 1102 1102 110.0 1102 1192 1102 110.0 110.0 110.0 110.0 1100 94.9 110.0 110.0 106.5 110.0 1100 942 714 822 ANCHORS; TYPE 'Et'- 1/4" DIA. ULTRACON BY 'ELCO' (F8 -177 151. Fy-125 NSI)"." INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1135' WOOD BUCKS INTO CONCRETE I -1/4" MOW. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY EDGE DISTANCE$ 8470 CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE 1' MIN. 69.1 042 110.0 110.0 103.9 811 110.0 1102 110.0 1102 110.0 110.0 942 93.1 1105 100.1 88.4 11013 1102 1100 1100 1102 110.0 1104 1102 1102 1102 1104 1104 1110 1100 110.0 1100 TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL. -AT HEAD STEPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 8. Mat= 1112V12848 Med*. eta tie TYPE 'C'- 1)4" DIA. ULTRACON 0Y 'FLCO' (111=177 69, Fj 165 KsO DIRECTLY INTO CONCRETE AT HEAD OR SILL 1 -3/4" MN. EMBED INTO CONC. EDGE DISTANCE$ INTO CONCRETE = 2 -1/2" MIN. CONCRETE re = 3000 051 MM. C -90 HOLLOW/FILLED BLACK Fm 2000 PSI MIN. ■ dro ving no. W98 -01 (sheet 7 of 7 2 X 2 X 1/4• ALUM ANGLE EXTERIOR EXTERIOR INTERIOR INTERIOR HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SIUCONE SILPRUF. tasta RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION #12 SCREWS 3/ END ADA SILL CORNER DETAD. altinigjaWSIO �= Olkj ow wrIgf lig ^ #12 SCREWS T 2/ LEO 2 X 2 X 1/4" ALUM ANGLE EXTERIOR EXTERIOR INTERIOR \\A DA • SILL • @ NTULLIOIN INTERIOR PANEL CORNER DETAT (SO) STD. SILL CORNER DETAIL drawing no. W98 -01 sheet 7.1of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180768 Permit Number: PT -10 -12 -2032 Scheduled Inspection Date: April 15, 2013 Inspector: Bruhn, Norman Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: DENMAR CONSTRUCTION GROUP Permit Type: Paint Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050270580 Phone: (954)372 -6623 Building Department Comments PAINT EXTERIOR OF THE HOUSE Infractio Passed Comments INSPECTOR COMMENTS False Passed G% Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments �G April 12, 2013 For Inspections please call: (305)762 -4949 Page 4 of 38 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180768 Permit Number: PT -10 -12 -2032 Scheduled Inspection Date: April 15, 2013 Inspector: Bruhn, Norman Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: DENMAR CONSTRUCTION GROUP Permit Type: Paint Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050270580 Phone: (954)372 -6623 Building Department Comments PAINT EXTERIOR OF THE HOUSE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 12, 2013 For Inspections please call: (305)762 -4949 Page 4 of 38 (oi2so�ia -l�1 BULL ING PERMIT APPLICATION Esc 20 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 Type: PAINT OWNER: Name (Fee Simple Titleholder): David Puyanic Address: 9259 North Bayshore Drive Permit Nu. �� li E'er CT U i Lri. 1-9 i22 Master Permit No i, "'177 Phone#: City: Miami Shores State: FI zip: 33138 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 9259 North Bayshore Drive City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel #: 11- 3205 - 027 -0580 Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: D•'/1 /M or pn Sit ve f d 6/1 C,Ou p Phone#: c(51' 3 /Z-6623 Address: 114150 N W 97 ;I` W9}° City: Son r %f'C.. State: P L. Zip: 33151 Qualifier Name: Ldw G11,k Phone#: 7 $!o" 'U - 11' fr State Certification or Registration #: G GC 141 q S 3 ( Certificate of Competency #: Contact Phone#: Email Address: Value of Work for this Permit: $ 10s ti SO Square/Linear Footage of Work: Description of Work: Painting interior and exterior of 3,700 sqft home. 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 "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 an inspection fee will be charged. ** * ** ** * ** * * * * * * * * * * * * * * * * * * ** * ** *mix *** Fees************* * * * * ** * * * * ** *** ** * * * * * *** * *** ** Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ TOTAL FEE NOW DUE $ BUILDING CODE COMPLIANCE OFFICE (BCC()) PRODUCT CONTROL DrvisioN OFACCEPTANCE A F.P.G. Wholesale, Inc. 7190 Coral Way Miami, FL 33155 SCOPE: Ood(" MIAMI-DADE COUNTY, FLORIDA MEIR -DARE 6LAGLE? BULIMIC 140 WEST FLAMER ER STREET, SUITE 1107 MIAMI, FLORIDA 33 130 -1563 (3O5) 375 •2902 FAX (305) 372-6339 p idde.Gi�v/bulldin code This NOA is being issued under the applicable rules and regulations govenaing the use of construction materials. The documentation submitted has been reviewed by Miami Dade Cotitty Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in -MiamiDade County other areas where allowed the Authority Having iurisdictian (A, . and This NOA shall not be valid after the expiration date stated below. The Miami :Dade County • Product Control Division , Miami-Dade Co and/or the AHJ (in reserve the right to have this product er material tested for �'� other than arm. Dade ?County) material fails to quality assurance purposes. If this product or the A may i�nediatel revoke, � � will incur the expense of such testing and perform in the accepted manner, the manufacturer y , mo y, or suspend the use of such product or material, within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is detezmi,ned by Control Division that this product or material fails to meet the r y ° Dade County building code" is of the applicable This product is approved as described-herein, and has been designed to comply ith the Florida •Code, including the High Velocity Hurricane Zone. y ®n 1 uxldmg SC ON :, Series "Condoor Impact" 8'O" Outswing Opaque Wood French Door w/ wo SideLtes APP OV'A : Drawing No. W10-11, titled "Series Out-Swing Wood sheets 1 through 8 of 8, dated 03/11/09 with revision "A„ dated 0+6130/10 Patio Door (I,. .h », Corporation, sued and sealed by laved P. E., ' ? prepared by .AID p'arooq Approval stamp with the Notice of A g th'e nails County Product Control cceptance number and Approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small iss a Impact Resistant. LABELING: Each unit shall bears following ac permanent label with themanufacturer's a or logo; city, state and RENEWAL g � 'Miami-Dade County Product Control Approved ", unless otherwise noted herein, of this NOA shall be oonsideted after a renewal application has been filed and there no change i in the applicable building code negatively affecting the performance of this product. has been ATION of this NOA will occur a ter'the expiration date or if there has been. a revision or change in the materials, use, and/or inanuture of the product or process. Misuse of this NOA as an endorsement of any product,, for sales, advertising or any other purposes other puiposshall automatics y tertainate this N to comply with any section of `s NOA shall be for ' CA. Failure lure on and. remote of NOA. The N'OA. number preceded ' Dade County, by the wards iy, Florida, followed: by the :: r tzcan date may be displayed and sp yed. ins advertising ing literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of tlais entire NOA s ?en be provided to the user by the manufacturer or its distributors and shall be available for inSpeCtign at the job site' at the request This NOA consists ofthis page 1, evidence page E-1, as well as approval document en. =entioned above The submitted documentation was reviewed by Jaime D. Gaston, P. E. " • Mop DRAWINO.REWEVi ® Re i.itu , tteviw 1Td fisatemi>? rd Pint f e'.MMwved ..'e'rswing e; Vsnite410g7aKiril d ,ern s;err,.yp anti general serapriancc .� M 1e tad;t>r i Pons aridiar itr4Eeot ; p,rtncetions only, and is nut intend-se to be $ ve..e.i i° pj4 ic,tai material required or thfft all item;, required arr Mum. itriry WV :CM iii &ii ir{it reiisvo the 1.7:rl3ttrrr?!te,r t7em thi r f'roraitrility ct di:tans of &si ,n, utariensions, len conditions, aoastr'oi tin limns end Ina ands, coordM loh with elhar trades, sr any 3thot requiromenis et the plans. specitlic±+tiims cr contra at. Any not ations o;, this woof+ drawing made oy Mark E. Harder', !no. slap ant f.ts soutane to authorize slim %cnel veers cast etevi .w of design calculuifons ri a drawings of 9uui ed by afiseloity Engineers is Hittite() to nosign Intont and ;lees not constitute a dsialled Chock of calculations. nor does it reiieea the Spatially sneers from th& responsttiiiiiy of the detailing of the sa,acialty component er system. A E. Rezicien, tift4. NOA No.. 10-..503.03 Date: August 25, 2015 . Dates August 2572010 Page 1 • F.P.G. olesale, NOTICE OFACCEPTATICE. EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-11, titled "Series Out-Swing Wood Patio Door (L.M.I.)", sheets 1 through 8 of 8, dated 03/11/09 with revision "A" dated 06/30/10, prepared b Al- • Farooq Corporation, signed and sealed by Javad Ahrnad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading perFBC 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 OS French:door; prepared by Hurricane Engineering and Testing, Inc., Test Reports No.'s HEI1-09-2501, HETI-08--2119A, RETI-08--2119B and BZTI-01-2172, dated November 23,2009 revised dated July 15,2010, all signed arid sealed by Candid° F. Font, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, prepared by Al-Famoq Corporation, date4:112/14/09, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the C 2007, dated December 10,2009, signed and sealed by /and Ahmad, P. E. 2, Laboratory compliance letter for Test Reports No.'s BETI-09-2501, . HETI-08-2119A, HETI-08-2119B and HETI-08-2172, issued by Hurricane Engineering and Testing, Inc., dated November 23,2009 revised dated July 15,2010, all signid and sealed by Candido F. Font, P. E. F. OTHERS 1. None. 1 Jaime D. Gaseoxt, P. E. Chief, Product Control Division NOA No. 10-0503.03 Expiration Date: August 250,2015 Approval Date: August 25, 2010 SURFACE 801.7 LENGTHS 9a' LEAF HL .: 42' LONG. f -88 L£3F HL ¢ 30- LORD a0' LEAF He 28' Lona CONDEXED ausit DOLTS] 5` MAX. NEAO /SILL CORNERS 74* MAX. 84.0.. .22 T /8' 0.1.. OPG. 5' MAIL CORNERS h 37 3/4` LEAF WIDTH LEAF-1H0TH. .. 74 T/2".1.04‘ • FRAME Wi01H FRAME: WITH OUT —SWING WOOD PATIO DOOR APPROVAL APPLIES 70 SINGLE (Xi Ai l0 00178£E (XX) LEAF DOORS KITH OR WITHOUT SITEUTES. SIDE VIES CAN 8E ON ME SIDE OR 80TH. SIDES OF.000R: SEE SHEET 2 FOR DE:SIGH LOAD CAPACITY. THIS PRODUCT HAS BEEN ,DESIGNEQ-AN0 tt,1TL0 TO COMPLY WITH YHE REOUIREMEttWS OF THE fLOR1DA BUILDING CODE: 2007 EOtttON INCLUDING FIC,H wow HURR1CA4 ZONE W000 BUCKS 8Y OTHERS. MUST BE ANCHOREN) PROPERLY 70 TRANSFER LOADS TO THE. STRUCTURE. • • ANCHORS SHALL QE AS LISTED,.SPAGE0 AS SHOWN ON.DETNLS, ANCHORS SENT TO BASE•VATERWL SHlIL'8E BEYOND WALE DRESSING OR STt1CC0 NICHORIQG OR LOADING CONDITIONS NOT SHOVtN 1N THESE DETAILS ARE • ALIT •PAN7T OF THIS APPROVAL.- - A LO) DURATION INCREASE HS USED It DESIGN OF ANCHORS INTO WOOD -OILY. 144M /LS INCLUDINC.0UT ROT UNWED TO 51EEL/METAL SCREW, THAT 4014E two CONTACT MTH OTHER motive UATERIA.S SMALL MELT THE RETARDANTS OF 2007 FLORIDA BLOC. CODE SECTION 2003.8.4: • <TYPICAL ELECTION$ • THESE 000RWSIDEL!IES ARE RATED FOR EARLE & SMALL L ISSILE IMPACT. SHUTTERS-ARE NOT REQUIRED. • • Owl JWAO AMMO . Tlx PE 040592 CAA. 3536 SOLID WOOD INSERTS LARGE MISSILE IMPACT THE APPROVED P1100UCOS'N0TE0 HERON ARE EXEU'T FROM PRESER'AWdE TREMOR PER 23282.1 OF THE FLOROA MOOG CODE wen EXE14P1S'ww000 SPEGYES LISTED AS of aLE•. THE SPECIFIC PRODUCTS .HEREIN ARK EXEPTEO W000 SPEGES BASED an USDA USTPC AND My57 HAVE A SPECIEIC GRAM EQUAL 70 OR'H1GHER 77011 THE REFERENCE* SPEOES... drawing no. W10-1 1 r t SINGLE LEAF (X) on DOUBLE' tsar MC) DOORS DESIGN WAD CAPACITY - ?Sir f- tt/fa' LEAK 1(015 LEAF HEIGHT 1(050 PM4ft TT,AAA. f4., N. EXT. (.e)... 2/0 6,0 60.0 2/6 Solo rte; ' D►0 3/0 60.0'•: _ 80.0. sTenOtURY e*NRL (0) OR DOORS :?fit lWRUTES i -.nffC MX. WOOD ITM. E)tY. (a) Bff. ( -) 60.0: 60.0 60.0 CiAZING _DETAIL' tit 2i 9j&9 drawing no. W10 —i 1 sheet ,2 of 8 r_iLers wom 1- LEAF MOTH LEAF 1 *OM LEAF ,MOTH 11 I I I I 1 1 With LEAF WIDTH -1 I LEAF MOTH fLEAF MTH LEAF YAM 11 1111I 611 LEAF WITH 1 11 III 111 PATTERNS -AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS . ARE ALSO ,Atioviro. • . MINIMUM DIMENSIONS: • TOP AND ODTTOM 5-1/24* LOCK AND HINGE SflLES.5- ... INTERMEDIATE STILES- ..... .. ..... . • &Kin ..tAMAD AHAL40 • - CfAL . • FIA, pe 'CAN. Afruyeasovisybaatiliti. Det. .tmh, •03 • 0 z dtawing no wip-1 (et .3a,)f 8 POLYURETHANE GLUE BUCKS AND ItIETAL STRUCTURE NOT By P.P.D. ST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TRANSFER THEM TO THE BUILDING STRUCTURE, 'CAL AnflORS: sEt ELEV. FOR SPACING Ikt a a* ILIA k L ((t420 KSf. Prop KSU i* OA. ULTRACON BY 'ELCO' (Fe—Ip KSI, Py.155 KSt) 2BY WOOD BUCKS OR WOOD STRUCTURES .1. 3/8' A0N. PENETRATION INTO 'WOOD 1BY RUCKS .INTO.CONC. OR MASONRY 1, I/4" MIN. EMBED INTO CONC, OR MASONRY (GRADE 2 CHO) 1,11.0AMI—DADE COIAMIT'APPROVED MULLIONS (MIN. .( INTO METAL STRUCTURES SEL 12 CA. MIN. (Fy 36 BSI MIN.) UM : 1/8"*THK., Milt. (6063-15 MIN.) EL IN COATIVT WITH ALUMINUM TO BE PLATED OR Pomp) •. 9191 0,1,'"i • CONCRETE AND MASONRY ss, 2' MIN. WOOD „STRUCTURE .ss 1"• MIN. 0 METAL STRUCTURE 9el 1/4" • AT NM SIU. OR AMOS rc ss 3000 PSI #.01, HOUSY/FILLE0 L008 AT JAMES Cm = 2000 PSI MIN. _ . • TYP ANCIIORS SEE ELLW. FOR SPACING 60 x LONG A1 12 o.c. MAX. AT iffistoamoximaim.:740: ems 1111117111i!*-41111.1111111.1' BRAD N15 110■1111111/11/1/111101111I1 Milliji-1.1111111•■••-ai"34.41111/01/1"M 1:111112111,1111M . D... .=1.-Digil • 5 I/r, U&tL ye -um FRAM taDili • LEAF . . B2MIR 8 X 2' WOOD SCREWS T 15-5/4* FROM &OS r uc war. UM WWII TVPICAL MCINNIS SEE acv. FOR SPACING INACTIVE 'SAP 113Y W000 BOCK 41111.111"111110,mmiose- -- ff1[14MILW 10. ve M. Se MOIH I/4 regtirq: with** c,frz) Comet &owing no. W10-1 1 (sheet 5 of 8) L DESCRIPTION KARF.I$OPPL/611/66idARiCS .3.140 INTERME01ATE STILE SRL co t. S11 FRIER FRAME Sl1: GLA20/0 BEAD ak LOGdf SRtU /SIOEtRE SRtE ASTR4GAL EXMOOR - 1.893 .402 ata fs .13''1 IG STEEL • FGNGE /HST I L X2 SCRE ' TO PmEu (4).112X 1 -1 /4` FR SUS 74 FRAME (2) (122 X ? rn SUS U4 WIER HOLES (2) Y /4" X'241/4" FH UMW V 0tfl R 1RXIS moo STEEL 1JR ST WOOp OPTIONS 1- SOUTHERN CHERRY 2- :ANDEAN maw 3- TROPICAL IA(Ntj? 4- WHRTE OAK 8- YEsquBEIO SPECIFIC CRAl1UY - 0.80 Mo. (E- 1:400,000) (TRADE = 2 MR. mOISTURC CONTENT . 122:w2, FRAME 4c P ; • CORNERS SEALED WITH OUROLOK 04902 SEALANT. FRAME AND. ' G CLADDING GLUED WtfH TECHNpBOHU L5 6O8. I 11sTL:.S; 4: X 4" X .130" THX. HINGE 4 PER LEAF ": 9-3f4" FROLI EACH END AND 25 -1/2 DC. MAX. ,KEY OPERA PASSAGE L+ DEAD.BOLT OPTION 4 OPTION 2 OPTION 3' MANUALLY BOTTOM OF 040 BE MANUALLY .WITH. $f8 91 LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK 'STILE ON _EXTERIOR AND THUMB TURN ON INTERIOR . AT 38" FROM BOTTOM, 42" FROM`BOTTOM' TEK CORTINA KEYED ENTRY 000N LEWRSET CSSET.POLO KEYED ENTRY DOOR KNOBSET WIN KEYED ENTRY DOOR LEVERSET D SURFACE DOLTS BY 'DELT/VW AT TOP AND - LEAF.. R DURING PERIODS OF HURRICANE WARNING) D CONCEALED FLUSH BOLTS 2830 BY HAGER OR'FPG AT TOP .dc BOTTOM OF INACTIVE LEAF. Engel AVM #46.00 • CA+,. 3.838 1./?'°"°eaT A .�Y w DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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.miamld di gov /pera/ ECO Windows Systems, LLC 7955 NW 77th Ave Miami, FL 33166 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 600 Aluminum Outswing Doors- L.M.I. APPROVAL DOCUMENT: Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.) ", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w /wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37 ". 2. Laminated glass types GI and G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. 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", 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 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMMADE COUNTY APPROVED 11911 1 SHOP DRAWING RVViEW CI Approved Selected; Revise and Resubmit C,3 Aprtoed as Noted 0 not Reviewed • lesflu r (a Us Crswinq is *OW {t ever r; if;e� opts ° id peaarel compliance with Information in hie project plant 1rrtilor protect Svcificltians 'only. And is not 1001`00 if, OO a Y9rtisetion al ict it material required c. t' all Items required arfi shown. This review shah nor reile'de PO i i Coy n:de'ter hum the renvensihitity Of delaits of Jaskol. dimensions, lob condition:, co:tattuCtian rivais Ltd methods, coordination with other trades, or any other seauirernents of the plans, I. ^deek:Minns car contract. Any notations. on this shop drawino Ruda by hark E. Reardon. Inc. ettdit not ho areal- d to aothnrhe additional work cost. Review of design calcuteRieess ?altt dry lines erepar9'i by Soociatil., Er;ainacrS IS limited to dcsipn Specially i q not Engineers s o m h the constitute check. sponsibility of 1F u alirip oil the nseac lly componenthor system. dolt E. RraMon. into a7 — Project Name /or No. NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 ECU Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. ' Manufacturer's die drawings and sections 2. Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.) ", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, 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 Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -12 -3357, HETI -12 -3358, HETI -12 -4003, HETI -12 -4003 and HETI- 12- 4027dated 03/16 - 26/12, all signed and sealed by Rafael E. Droz -Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Abnaad, P.E. 2. Glazing complies w/ 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. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc, for their "Butacite ® PVB interlayer ", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. pest proposal, dated 10/14/11 and 02 -21 -12 approved by Prk1 ERA. /1 (1 j1� //f [ • l f"T Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E -1 (sheet 1 of 9 ) SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY ' DUPONT' 1/8" HEAT STREN'0. GLASS z 3 SIUCONE DOW CORNING 899 "GLASS TYPE 'G!' 1/8" TEMP. GLASS 5/18" AIR SPACE 1/8" HEAT STREN'D. GLASS 3/16° HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 GLASS TYPE 'G2' .090° INTERLAYER SAFLEX 1110 BY 'SOLUTIA' 1/8" HEAT STREND). GLASS SILICONE DOW CORNING 899 SETTING BLOCKS AT LAM. GLASS READ. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ST. STEEL METAL SPACER GLASS TYPE '03' SIUCONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. - CMLAtit�AQ . k LA • Pfl 70597•. 6`,AN. $8 • t 64 with Me '3M1WFt•f 4I 0 z gg re O 41H0 03 W N a. v c 0 8 N_ 8 0 c 0 .4. drawing no. W12 -08 n. O U 39 3/4" MAX. FRAME WIDTH 12" MAX. HEAD SILL 3 M 3 ! LAMINATED GLASS FRAME WIDTH LEAF WIDTH I ___11_2:_ II / 11 / '0 II II r w 1 I 98" 1 O 0 I I®n 75.0 / / _ II II iii, 11' /' 11 / .0 II 11 fl 11 1 II\ II \ \ 1 ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16" D.L. OPG. 37° MAX. LEAF WDTH (x) LOCK OPTIONS SEE SHEET 7 v DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.( +) INT.( -) 39 -3/4° 37° 98" 70.0 75.0 5" ram. HEAD /SILL CORNERS 76" MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 12" MAX. HEAD SILL W W g A o I1\ II 11 61 INACTIVE I 11, LOCI( OP ONS SEES IEET 9\ '/i %/ I/ / / / / / / / / ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16° D.L. OPG. 28 15/16" D.L. OPG. 37" MAX. (XX) LEAF WIDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.( +} INT.( -) 76" 37" 98" 70.0 75.0 GLASS D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 11.125" O.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 cnE q �o�ir�,,tt r1 '�-- R� fic+.1�1;_ii 1- u,� N NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Engr JAVA FiA, OE'' CI • • C.A.N.. .:7092 w I N z g 0 Or 0. rg 1 o < E0 1 63 U 07 0 v 0 u drawing no. W12 -08 (sheet 2 of 9 DESIGN LOAD CAPACITY - PSF SIOEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE SIDELITE WITHOUT WITH FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.( -) 24 a // 11 / II Ik / 11 - -- 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 38 82 70.0 75.0 70.0 75.0 37 J 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 38 Si 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 68.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 70.0 75.0 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 75.0 30 57.8 57.8 70.0 75.0 36 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 REINFORCING AS RECD. SEE CHART 1 148° FRAME WIDTH 12" CLUSTER OF 4) ANCHORS AT HEAD /SILL HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 5" MAX. HEAD /SILL CORNERS DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.1.0. DIMS, D.L.O. HEIGHT ( SIDEUTE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4" O.L. OPG. SIDEUTE FRAME WIDTH MAX. SEE CHART AT LEFT 26 15/16" 0.L OPG. 76" MAX. 26 15/16" p.L. OPG. 37" LEAF WIDTH DOUBLE DOOR FRAME WIDTH (oxxo) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMEN T DCA05- DEC- 219 WA 0 it Mead , eallroi Engn 8AVA0 ,ANMAD Fl PN ,# 70592 .2.81012 I'� \ %. ,/, // - - II II 11 11 - -li It- - -- II 11 - - a // 11 / II Ik / 11 - -- \ \ 1. c0 M m LOCK/OPTIONS SEF/ / �/ \\ \ I- /x V, to �/ n / SHEET \ p�p,, O / / m W - / \ \ \ • _= / 11 11 //. II��, IL, / II / 71 II 11 11 \11 II\ _= 1 i \ I \ u' 1 \ \ ( I 1 icy 0 -..` - - -- ..)(, y A/ -_- II/ 11 II 11 / 11 1I - l i II 1J J INACTIVE. ACTIVE (, �i DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.1.0. DIMS, D.L.O. HEIGHT ( SIDEUTE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4" O.L. OPG. SIDEUTE FRAME WIDTH MAX. SEE CHART AT LEFT 26 15/16" 0.L OPG. 76" MAX. 26 15/16" p.L. OPG. 37" LEAF WIDTH DOUBLE DOOR FRAME WIDTH (oxxo) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMEN T DCA05- DEC- 219 WA 0 it Mead , eallroi Engn 8AVA0 ,ANMAD Fl PN ,# 70592 .2.81012 9/16" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 1/2" MIN. THROW BOLT PENETRATION 00 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. 1BY WOOD BUCK 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 t2A TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DJA. ULTRACON BY TLCO' (Fu =177 KSI, Fy=155 KS!) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. R 1/81 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. EDGE DIST. METAL STRUCTURE 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING j I MIAMI -DADE COUNTY APPROVED, j 11 II II .I, I I CLIPPED MULLION IiSEE SEPARATE N +A IL II �� I , ^ r TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Engr: JAVA9 ,H►AD CIVIL' ! FLA. *PE ,� 92 C Ate 3538 71 DOOR DETAILS 1) zd G Cn Cn A w Y. co 3�M CO') d 0,48- 4 w a) 2 p 3 8 c 0 �a 1 ,n m v 1 drawing no. W12-08 (sheet 4 of 9 • 1k4° MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1 /4° MAX. 16 ACTIVE LEAF METAL STRUCTURE EXTERIOR D.L.O. LEAF WIDTH SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE LOCK OPTIONS SEE SHEET 7 LOCK OPTIONS SEE SHEET 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING CONCEALED FLUSH BOLTS LEVERS AT STILE FACE ACTIVE LEAF 0 D.L.O. LEAF WIDTH EXTERIOR D.LO. LEAF WIDTH 1/4° MAX. SHIM 2BY WOOD OR WOOD STRUCTURE NOTE EET 1 DOUBLE DOOR FRAME WIDTH *j.a71,14 DOOR DETAILS FL'A. PE;, 70582 ' .A 11. 3538 • ..401f2;812112 TYPICAL ANCHORS SEE ELEV. FOR SPACING v a co cv -J a v 3 r-. O U b 8 ag dote: 02 -13-12 O_ 3 3 drawing no. W12-08 sheet 5 of 9 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • GLAZING OPTIONS SEE SHEET 1 (u #12 S �J AT 5" FROM ENDS AND 11" O.C. MAX. REINFORCING AS REQD. SEE SHEET 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L.O. D.L.O. EXTERIOR SIDEUTE 1+IDTH DOOR FRAME WIDTH UNIT FRAME %MOTH O Q EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SIDELITE DETAILS drawing no. W12 -08 LOCKS; OPTION 11; ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01 -6007 BY INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42 -1/2° FROM BOTTOM INACTIVE LEAF; 2 POINT LOCK ASSEMBLY BY INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8° CONNECTING RODS LOCK LOCATED AT 42 -1/2° FROM BOTTOM OPTION 12; A,CTNE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET LOCATED AT 39 -1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44 -3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10 -5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) y8 -32 X 1/2° FH MS INACTIVE LEAF. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALL Y OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18 -32 X 1/2" FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD /SILL 6063 -T6 - 2 E602 - FRAME COVER 8063 -76 - 3 E603 - DOOR FRAME JAMB 6063 -76 - 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6063 -76 - 4A E626 - SIDEUTE 9" BOTTOM FRAME 6063 -T6 - 5 E805 - SIDEUTE FRAME JAMB 6063 -76 - 6 E606 - SIDEUTE SUP ON JAMB 6063 -76 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063 -T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063 -T6 - 8 E808 - LEAF W'STRIP ADAPTER 6063 -76 - 9 E609 - LEAF HINGE 511L£ 6083 -76 - 10 E610 - LEAF LOCK STILE 6063 -76 - 11 £611 - LEAF ASTRAGAL STILE 6063 -76 - 12 E612 - LEAF ALIGNMENT BRACKET 6063 -76 - 13 E813 - LEAF CLAMP 6063 -T8 4 -1/4" LONG 13A E613 - HINGE BACK --UP PLATE 6063 -76 12" LONG 14 E614 - GLAZING BEAD (5/16° LAM. GLASS) 6063 -T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063 -76 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063 -76 - 16 E616 - SNAP COVER 6063 -T6 - 17 E613 - BOLT SUPPORT 6063 -76 NOT SHOWN 18 - AS REQD. SIDEUTE MULLION REINFORCING 6063 -T6 - 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULUVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLWAN & ASSOC. 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/6" INA. THREADED ROD STEEL. - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618 -KN -3020 - BULB W'STRIPPING SANTORRENE EPOM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SUCONE FRANK LOWE RUBBER CO. 29 E822 - FLUSH BOLT CUP NYLON - 30 DLO1RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 110 X 3/4° 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ UTE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6° FROM EACH END, DUROMETER 65 ±5 35 - 2/ UTE SETTING BLOCK, 1/4° X 3/4° X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 65 ±5 HINGES: 3 -1/2" X 7 -5/8" X .122° THK. EXTRUDED ALUM HINGE PART ,D -107 BY SULUVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10 -1/4° FROM BOTTOM TOP HINGE AT 11 -3/4° FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. col 0 N J 8 c 0 L U .o co c A i S 0 lo 1 i drawing no. W1 2-08 (sheet 7 of 9 - 1.750 -I i 1 r--. 519 1�I p - 394 b T 130 045 ' V" \Ai 1 � .625 4.000 .078 4.031 078 .. 4.750 -- 803 0415 .803 °Ip -.050 1.0047 GLAZING GL .803 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305)264-8100 FAX. (308) 26213978 ■ COMP— ANL \WI2 1 lJ 14 GLAZING 1G/16 1.047 F.- L 5 GLAZING N 1.172 L • 1.625 2.062 ---.i DOOR FRAME HEAD /SILL () LEAF 1 1.507 1 - 1.507 - TOP /BOTTOM RAIL 4.000 4.781 r .078 1.625 3.719 - .078 8.250 4.719 .078 f 1.507 1.750 ,I SERIES 600 ALUM OUTSIQNG ENTRANCE DOOR (L14.1.)11 ECO WINDOW SYSTEMS, LL.C. 9114 N.W. 106 STREET MEDLEY, FL 33178 TEL (305) 885 -5299 FAX (305) 885 -5902 .06 �e LEAF 17.531 i-.312 ADAPTER ! 1 Z w r..txd.r .rte f `" "" !� f • ! /. 4 () 4.000 LEAF HINGE STILE W'STRIP O SIDELITE - 1.507 -4 1.750 -°- TOP ff & BOTTOM FRAME 5.344 4.000 • oe4 2.081 1.750 1.507 L-1.750 1.750 7A 9" BOTTOM RAIL .312 .442 078 329 t 2 1.584 .078 10 LEAF LOCK STILE L -1.812 02 FRAME COVER 1.5071 LEAF ALIGNMENT BRACKET 750 .061 I � N 9 .N description NO CHANGE THIS SHEET .375 .125 PLATE 3.781 5.344 25 L 687 3.719 4 [._.078 1.57 .078 2.081 1.507 1.750 050 .154 is SNAP COVER O 1.197 1'- t3 HINGE BACK-UP LEAF CLAMP 4.000 11 LEAF ASTRAGAL STILE a 8 SIDEUTE MULLION REINFORCING 1( 9.00 N m ' o 1° 1.500 625 1.500 719 8.281 -°1 ,.250 • -.719 t 0 a 4.000 .078 4.188 q .� NNI O O n °D M o v 5 ChRI M'Ul f�s92 , ;J.of,.26 t /; . 2012 1 4.000 .078 - 2.097 61 1.507 L 078 4•� droving no. W12-08 aA SIDELITE 9" BOTTOM FRAME 0) DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE SLIP ON JAMB (sheet 8 of g DOOR FRAME CORNER SIDEUTE FRAME CORNER SIDEUTE SLIP ON JAMB CORNER LEAF CORNER 81m2 drawing no. W12 -08 1 (sheet 9 of 9 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors NW 10100 NW 25 Street Miami, Fl. 33172 . 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 "410" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No, W08 -95, titled "Series -410 Fixed Window (L.M.I.) ", sheets 1 through 9 of 9, dated 12/04/08, prepared by Al Farooq Corporation, with the latest revision "B" dated 12/29/11, signed and sealed by Javad Ahmad, 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. LIMITATIONS: Glass Iites wider than 36" shall have two setting blocks per FBC requirements. 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. RENFWAL 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. 09- 0127.17 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 www.rriihmidade,gov /ner•a/ SM0P 0AWWIN0 REVIEW (I Fra{seted: tierenls5 nd RE5-9..tiwitti 0 filet R VOW avizwod El. piration Date: June 03 2014 I 7 TAN is tYRirad t ®tttr"'x design concepts usd genera' compliance with indortdt+ pproval Date: May 03, 2012 , !taw 90 gtu:E wridier protect co ddicstions only, and is nut intended to be a verification at Page 1 Milli taratorlsi reguirod or that al items reunited aro showtre Tilt. review shall not relli the i il7miitmclui from the resvcitel *,ility 09 details of ensign, dimensions% Itch oerieltione•. construction rittlam aitti orttiod. voorttimrt utt ixim other trades, or arty ether rxyukontonts tit to plans, €mclticatiotts or uanti,,ct My notatIonr✓ on thi shoo ttrewing 'rude by Mark E. Hemline, Inc. srl4i Wit tie, cortsr uotR 10 oulticrlse additional vt elik ,lost Engineers is limited to d IOrt s evio+x at limp caicolatArAts star,1`4,eritip pr�ireretl by SpeCi�lly `n2 initial and does not constitute o ddtril4_i check ttr enlculotionn fan. tiercomponent itoher Specialty lt EraghMers from the re;;wott ititttty of th taitbt3 of Ito tonoloNy t)bVB 1_ 4 j %% 1 G fliGF,Ct 313rndeoi E4 -S1. �_ _ --�"` —.- — ..m�_°`__ NOA No. 12- 0221.12 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09- 0127.17) 2. Drawing No. W08 -95, titled "Series-410 Fixed Window (L.M.I.) ", sheets 1 through 9 of 9, dated 12/04/08, prepared by Al- Farooq Corporation, with the latest revision "B" dated 12/29/11, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201 -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) Small Missile Impact Test, per FBC, TAS 201 -94 6) . Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum fixed windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL 0080- 0504 --08, dated 11/13/08, signed and sealed by Vinu J. Abraham, P. E: (Submitted under previous NOA No. 09-0127.17) 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 fixed windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0080 - 0504 -08, (Specimen 15), dated 12/18/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 0941127.17) C. CALCULATIONS 1. 2. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 02/10/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. Glazing complies with ASTM E1300-041 09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteo PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. E -1 Jaime D. G : scon, P. E. Product Control Section Supervisor NOA No. 12-0221.12 Expiration Date: June 03, 2014 Approval Date: May 03, 2012 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 7/17/2008, expiring on 12/11/2013. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 01/20/12, signed and sealed by Javad Ahmad, P. E. 2. Testing Proposal No. 07-3069 (Revised), dated 01/18/09, issued by Miami—Dade County --r Product Control, signed by Manuel Perez, P. E. (Submitted under previous NOA No. 09- 0127.17) Laboratory compliance letters for Test Report No. HTL -0080- 0504 -08, issued by Hurricane Test Laboratory, Inc., dated 11/13/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 09- 0127.17) Laboratory compliance letters for Test Report No. HTL-0080-0504-08 (Specimen 15), issued by Hurricane Test Laboratory, Inc., dated 12/18/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 09- 0127.17) G. OTHERS 1. Notice of Acceptance No. 09- 0127.17, issued to CGI Windows & Doors for their "Series 410 Aluminum Fixed Window — L.M.I. ", approved on 06/03/09 and expiring on 06/03/14. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0221.12 Expiration Date: June 03, 2014 Approval Date: May 03, 2012 E -2 AVAILABLE FRAME TYPES Some frame used on all four sides STANDARD COVER CUSTOM LONGER COVER (OPTIONAL) 4.090 4.080 1 FLANGE FRAME LAMINATED GLASS FLANGE FRAME INSULATED LAMINATED GLASS EQUAL LEG FRAME LAMINATED GLASS EQUAL LEG FRAME INSULATED LAMINATED GLASS SERIES 410 FIXED WINDOWS APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX. /FIX. OR FIXED WITH OTHER MIAMI —DADE COUNTY APPROVED WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 72 Frame Ohn. 67 D.L Opng. 11 II 11 11 11 II n II It 6" Woo Comers Siert Sete TYPICAL ELEVATION FLANGE FRAME INSTRUCTIONS FOR USING CAPACITY CHARTS; STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW OPENING. DETERMINE THE CAPACITY OF THE WINDOW SIZE /CONFIGURATION /GLASS TYPE FROM CHARTS ON SHEETS 2 AND 3. ' FOR INSTALLATION ANCHOR TYPES SEE SHEET 4. IF ALUMINUM BUCKS ARE USED VERIFY THE BUCK INSTALLATION CAPACITY FROM SHEET 8. FOR UNCUPPED MULLED WINDOWS DETERMINE MULLION CAPACITY FOR 1X4 AND 2X8 TUBES FROM CHARTS ON SRCLIS 5 & 7. FOR MULLION ANCHOR CAPACITY SEE CHART ON SHEET 6. THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN PRESSURES OBTAINED FROM b1CP 1. 2 72 Frame Olm. 68 2 4. D.L Opng. J L 1 1 1 SURFACE APPLIED FALSE MUNTINS '- (OPTIONAL) 16" Max. TYPICAL, ELEVATION EQUAL LEG FRAME THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Eno: JA AO AHMAD CIVIL • FLA. PE U7_0592 C.A.N. 3538 r PRODUCTREViSED es I in with the I1loildi Code. ACCordaWes Buttatig f 1.12. B. 1 02012411.11 MendI<d -. ,PloductControl J a 8 8 z 0 W { 0 f2 .o c .2 0 R 0 c m 8 1 drawing no. W08 -95 (sheet 1 of 9 ) DESIGN LOAD CAPACITY - PSF COL 1 INCHES 30 36 42 48 51 54 57 00 83 68 69 72 30 35 42 48 51 84 57 60 83 65 69 72 GLASS TYPE 1 GLASS TYPE 2 181 2 MCHES 48 ANCHOR OPTION 1 EXT.(+) 1NTd -) 120.0 150.0 ANCHOR OPTION 2 Exr.( +) 120.0 150.0 ANCHOR onion I EXT.(+) TNT.( -) 133.0 150.0 ANCHOR OPTION 2 EXT.( +) 94L( -) 133.0 150.0 120.0 150.0 120.0 150.0 133.0 150.0 133.0 150.0 120.0 128.4 120.0 128.4 133.0 150.0 • 133.0 150.0 118.5 116.5 116.5 116.5 133.0 150.0 133.0 150.0 110.4 105.9 100.8 110.4 105.9 100.6 110.4 105.9 100.6 110.4 105.9 100.6 133.0 133.0 133.0 150.0 150.0 150.0 133.0 133.0 133.0 150.0 150.0 150.0 95.7 95.7 95.7 95.7 133.0 150.0 133.0 150.0 91.1 91.1 91.1 92.1 133.0 150.0 133.0 150.0 86.8 88.8 86.8 86.8 133.0 147.3 133.0 147.3 52.8 82.8 82.8 82.8 133.0 138.7 133.0 143.8 54 77.3 120.0 120.0 77.3 150.0 132.3 77.3 120.0 120.0 77.3 150.0 132.3 133.0 1330 133.0 130.0 150.0 180.0 133.0 133.0 133.0 140.6 150.0 150.0 1153 115.5 115.5 115.5 133.0 150.0 133.0 150.0 105.9 1059 105.9 105.9 133.0 150.0 133.0 150.0 101.5 101.5 101.5 101.5 133.0 150.0 133.0 150.0 97.3 97.3 97.3 97.3 133.0 150.0 133.0 150.0 92.7 92.7 92.7 823 133.0 147.9 133.0 150.0 88.5 88.5 86.5 88.5 133.0 134.5 133.0 150.0 84.4 84.4 84.4 84.4 129.3 145.8 129.3 145.8 80.6 803 88.6 80.8 125.0 141.0 128.0 141.0 77.1 77.1 77.1 77.1 1189 1183 118.9 118.9 73.9 73.9 73.9 739 1189 1189 118.9 1189 30 38 42 48 81 54 57 60 83 68 69 72 60 120.0 150.0 120.0 150.0 133.0 150.0 133.0 150.0 120.0 121.1 120.0 121.1 133.0 150.0 1333 150.0 1043 104.8 104.8 104.8 133.0 148.3 133.0 150.0 95.7 95.7 93.7 95.7 133.0 138.7 133.0 150.0 91.9 91.9 91.9 91.9 133.0 138.2 133.0 150.0 88.8 88.5 88.5 88.5 133.0 134.5 1330 150.0 85.8 883 85.8 853 133.0 133.5 133.0 150.0 82.8 82.8 82.8 82.8 133.0 133.1 133.0 150.0 79.4 79.4 79.4 79.4 107.0 107.0 107.0 107.0 76.2 762 75.0 75.0 76.2 75.0 76.2 107.0 107.0 107.0 107.0 75.0 107.0 107.0 107.0 107.0 72.0 72.0 72.0 72.0 107.0 107.0 107.0 107.0 30 36 42 48 51 54 57 60 63 66 89 72 68 120.0 145.8 120.0 145.8 133.0 150.0 133.0 150.0 111.2 111.2 111.2 1122 133.0 150.0 133.0 150.0 95.8 95.6 95.6 95.6 133.0 150.0 133.0 150.0 88.8 88.8 88.8 883 130.6 147.3 130.8 147.3 82.7 82.7 827 82.7 127.5 143.8 127.5 143.8 80.8 80.6 80.6 80.8 125.0 141.0 125.0 141.0 78.4 78.4 78.4 78.4 112.6 1128 112.6 112.6 78.2 78.2 78.2 78.2 107.0 107.0 107.0 107.0 75.2 75.2 752 75.2 101.9 101.9 101.9 101.9 72.4 72.4 72.4 72.4 97.3 97.3 97.3 97.3 593 893 89.8 89.8 97.3 97.3 97.3 97.3 67.4 87.4 67.4 67.4 97.3 97.3 97.3 97.3 30 36 42 48 81 54 57 80 83 68 69 72 72 120.0 138.1 120.0 138.1 133.0 150.0 133.0 150.0 103.2 103.2 103.2 103.2 133.0 150.0 133.0 150.0 87.2 87.2 87.2 87.2 133.0 139.8 133.0 150.0 77.3 77.3 77.3 77.3 130.0 130.0 133.0 140.6 75.6 75.6 73.6 75.5 125.9 1259 128.9 125.9 739 73.9 73.9 73.9 1139 118.9 118.9 118.9 74.5 74.5 74.5 74.5 112.8 112.8 1126 112.6 72.0 72.0 72.0 72.0 107.0 107.0 107.0 107.0 89.8 89.8 69.8 59.6 101.9 101.9 101.9 101.9 67.4 87.4 67.4 67.4 97.3 97.3 97.3 97.3 86.0 66.0 830 530 93.0 93.0 93.0 93.0 83.4 63.4 83.4 63.4 89.2 89.2 89.2 89.2 DESIGN LOAD CAPACITY - P8F 011. 1 INCHES 011. 2 DacHE5 GLASS TYPE I GLASS TYPE 2 DW, 1 02. 2 ANCHOR OPTION 1 ANCHOR OPTION 2 ANCHOR OPTION 1 ANCHOR OPTION 2 INCHES IiCiEs EXT.( +) 24T.( -) EXT. + INT.(- Exr.( +) 1Nr.( -) EXT.(+) DiT.(- 30 118.2 120.0 130.9 120.0 130.9 133.0 1 50.0 133.0 150.0 38 129.4 97.0 97.0 97.0 97.0 133.0 150.0 133.0 150.0 42 " 124.8 80.0 80.0 80.0 80.0 133.0 146.0 - 133.0 1482 48 50.8 71.1 71.1 71.1 71.1 132.8 132.8 132.8 132.8 51 - 69.8 69.8 89.6 88.8 125.9 1252 125.9 125.9 54 78 70.7 70.7 70.7 70.7 118.9 118.9 118.9 118.9 57 80 83 88 89 72 75.0 88.4 68.4 88.4 88.4 112.6 112.8 112.6 112.8 88.4 68.4 88.4 88.4 107.0 107.0 107.0 107.0 65.4 65.4 85.4 65.4 101.9 101.9 101.9 101.9 63.4 63.4 83.4 83.4 97.3 97.3 97.3 97.3 61.3 61.3 61.3 81.3 93.0 93.0 93.0 93.0 59.3 58.3 59.3 59.3 89.2 89.2 89.2 89.2 30 38 42 48 51 54 57 80 63 66 89 72 54 120.0 125.7 120.0 125.7 133.0 150.0 133.0 150.0 91.6 91.6 91.8 91.6 133.0 150.0 133.0 150.0 70.7 70.7 70.7 70.7 128.7 135.8 133.0 141.4 86.1 66.1 85.1 66.1 124.8 1243 128.7 128.7 65.4 65.4 65.4 65.4 120.5 120.5 124.3 124.3 64.8 84.8 84.8 643 116.6 116.8 118.9 118.9 82.9 62.9 62.9 62.9 112.6 112.8 112.6 112.6 62.0 62.0 82.0 62.0 107.0 107.0 107.0 107.0 80.3 60.3 60.3 80.3 1019 101.9 101.9 1012 538 58.6 58.6 58.8 97.3 97.3 97.3 97.3 - - - - 75.0 75.0 75.0 75.0 - - - - 78.0 75.0 75.0 75.0 30 38 42 48 51 54 57 80 63 68 69 72 90 120.0 125.2 120.0 125.2 133.0 150.0 133.0 150.0 88.7 86.7 88.7 837 133.0 138.7 133.0 150.0 87.7 87.7 67.7 87.7 124.0 124.0 133.0 135.5 65.2 60.2 85.2 653 113.5 113.5 125.4 120,4 82.1 82.1 82.1 82.1 109.3 109.3 1203 120.8 59.8 59.8 59.8 59.8 105.7 105.7 1163 118.8 58.7 58.7 58.7 a 58.7 102.5 102.5 1123 112.6 57.0 57.0 87.0 87.0 993 99.8 107.0 107.0 55.2 55.2 55.2 55.2 97.5 97.5 101.9 101.9 - - - - 75.0 75.0 75.0 75.0 - - - - 75.0 75.0 75.0 75.0 - - - - 75.0 730 75.0 75.0 30 36 42 48 51 54 57 80 83 68 89 72 98 120.0 123.8 120.0 1233 133.0 150.0 133.0 150.0 77.3 77.3 77.3 77.3 133.0 149.3 133.0 150.0 65.2 852 652 85.2 130.5 130.5 130.5 130.5 80.8 80.8 80.6 80.6 121.3 121.3 121.3 121.3 58.8 883 58.6 58.6 116.8 116.6 117,3 117.3 56.0 56.0 58.0 58.0 112.0 112.0 112.0 112.0 54.0 54.0 84.0 54.0 107.9 107.9 1073 107.9 51.8 51.8 51.8 51.8 103.6 103.6 1038 103.8 - - - - 75.0 75.0 753 75.0 - - - - 75.0 75.0 75.0 75.0 - - - 75.0 75.0 75.0 78.0 - - - - 75.0 75.0 75.0 78.0 30 38 42 48 51 54 57 50 63 55 69 72 120.0 121.3 120.0 121.3 133.0 150.0 133.0 150.0 75.8 78.8 783 753 133.0 138.7 133.0 148.9 85.7 85.7 85.7 85.7 123.3 123.3 1313 131.3 56.9 58.9 589 56.9 112.0 112.0. 113.7 113.7 54.4 54.4 54.4 54.4 107.5 1075 108.7 108.7 102 51.9 51.9 51.9 51.9 103.5 103.5 103.8 103.8 - - - - 75.0 75.0 75.0 75.0 - - - - 73.0 75.0 75.0 75.0 - - - - 75.0 75.0 75.0 78.0 - - - - 75.0 75.0 75.0 75.0 - - - - 75.0 75.0 75.0 75.0 - - - - 75.0 75.0 730 75.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-04 (3 SEC. GUSTS). DESIGN LOAD CAPACITY - PSF 011. 1 INCHES 011. 2 DacHE5 GLASS TYPE 1 GLASS TYPE 2 ANCHOR OPTION 1 ANCHOR OPTION 2 ANCHOR OPTION 1 ANCHOR OPTION 2 EXT.(+) INL( -) EXT.( +) INT.(-) EXT.(+) INT.(-) EXT.( +) TNT.(--) 30 38 42 •- 48 51 54 87 80 03 66 69 72 108 118.2 118.2 118.2 118.2 133.0 150.0 133.0 150.0 76.1 76.1 76.1 78.1 1 29.4 129.4 133.0 147.1 62.4 82.4 624 - 82.4" 114.8 114.8 - 124.8 " 124.8 54.0 84.0 34.0 54.0 104.0 104.0 108.0 108.0 50.8 50.8 50.8 50.8 99.7 99.7 101.7 101.7 - - - - 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 - - - - 75.0 75.0 75.0 78.0 - - - - 75.0 75.0 75.0 75.0 - - - - 75.0 75.0 75.0 75.0 30 36 42 48 51 54 57 88 83 66 69 72 114 114.8 114.8 114.8 114.8 133.0 150.0 133.0 150.0 78.0 76.0 78.0 76.0 133.0 138.7 133.0 145.6 59.6 59.6 59.8 59.6 119.2 119.2 119.2 119.2 51.1 51.1 51.1 51.1 102.2 102.2 102.2 1072 - - - - 75.0 75.0 75.0 75.0 - - - - 75.0 75.0 78.0 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 75.0 75.0 - - - - 75.0 75.0 75.0 75.0 - - - - 75.0 75.0 75.0 75.0 30 36 42 48 51 54 57 60 83 60 69 72 120 1109 1109 110.9 1109 133.0 150.0 133.0 150.0 75.8 75.8 75.8 75.8 1303 130.5 133.0 144.2 57.5 57.5 87.5 57.5 115.0 115.0 115.0 115.0 483 48.5 48.5 48.5 97.0 97.0 97.0 97.0 - - - -- 75.0 75.0 75.0 75.0 - - - - 759 75.0 75.0 75.0 - - - - 75.0 75.0 75.0 75.0 - - - - 75.0 75.0 75.0 75.0 - - - - 78.0 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 .075 Voncevo Storm or .090 SentryGloss 3/16° ANN GLASS TYPE "1° n D11/. 1 0111. NOTE LONG AND SHORT DIMENSIONS CAN BE ORIENTED VERICALLY OR HORIZONTALLY AS SHOWN. .075 Voncevo Storm or .090 SentryGloss 3/16° HS GLASS TYPES AVAILABLE FOR ANCHOR OPTIONS SEE SHEET 4 GLASS TYPE "2" Engr: J■VAD AHMAO CIVIL R.A. PE 187.0592 C.A.N. 3538 PRODUCT REVISED as complying vwit111h8 Flo 0Z Acceptance No z 0I d D u. 8 coal 1 I oLrn Vf Ow CI U) N r7 Q 0s- 5,53,4 -2 c V 2 i Q p C m drawing no. W08-95 (sheet 2 of 9 DESIGN LOAD CAPACITY - PEW DK 1 HicHES OBI. 2 GLASS TYPE IA GLASS TYPE 2A ANCHOR OPTION 1 ANCHOR OPTION 2 ANCHOR OPTION 1 ANCHOR OPTION 2 INCHES EXT.( +) KM-) £XT.( +) 1117.(...) EXT (+) INT.( -) EXT.( +) NT.( -) 30 38 42 48 51 54 57 60 83 68 89 72 48 120.0 1500 120.0 150.0 133.0 150.0 133.0 150.0 120.0 150.0 120.0 150.0 133.0 150.0 133.0 150.0 ...120.0.. 124.6 .120.0 124.8. 133.0 150.0 133.0 150.0 113.1 113.1 113.1 113.1 133.0 150.0 133.0 150.0 107.2 107.2 107.2 107.2 133.0 150.0 t33.0 150.0 102.9 102.9 102.9 102.9 133.0 150.0 133.0 150.0 97.7 97.7 97.7 97.7 133.0 150.0 133.0 150.0 92.9 92.9 92.9 92.9 133.0 138.7 133.0 138.7 88.4 88.4 85.4 88.4 133.0 150.0 133.0 150.0 84.3 84.3 84.3 84.3 133.0 147.3 133.0 147.3 80.4 80.4 80.4 80.4 133.0 138.7 133.0 143.8 75.1 75.1 75.1 75.1 130.0 130.0 133.0 140.5 30 35 42 48 51 54 57 60 83 68 69 72 54 120.0 150.0 120.0 150.0 133.0 150.0 133.0 150.0 120.0 128.4 120.0 128.4 133.0 150.0 133.0 150.0 112.2 112.2 112.2 112.2 133.0 150.0 133.0 150.0 102.9 102.9 102.9 102.9 133.0 150.0 133.0 150.0 08.5 983 98.5 98.5 133.0 150.0 133.0 150.0 84.5 94.5 945 945 133.0 150.0 133.0 150.0 90.0 90.0 90.0 90.0 133.0 147.9 133.0 150.0 85.9 88.9 88.9 85.9 133.0 134.5 133.0 150.0 82.0 82.0 82.0 82.0 129.3 145.8 129.3 145.5 78.2 78.2 78.2 78.2 125.0 141.0 125.0 141.0 74.9 74.9 74.9 74.9 118.9 118.9 118.9 118.9 71.7 71.7 71.7 71.7 118.9 118.9 118.9 118.9 30 38 42 48 51 54 57 80 83 68 69 72 80 120.0 149.5 120.0 148.5 133.0 150.0 139.0 150.0 117.8 117.8 117.6 117.8 133.0 150.0 133.0 180.0 101.7 101.7 101.7 101.7 133.0 148.3 133.0 150.0 92.9 92.9 92.9 92.9 133.0 138.7 133.0 150.0 89.2 89.2 89.2 89.2 133.0 138.2 133.0 150.0 85.9 85.9 85.9 853 133.0 134.5 133.0 150.0 83.3 83.3 83.3 83.3 133.0 133.5 133.0 150.0 80.4 80.4 80.4 80.4 133.0 133.1 133.0 150,0 77.0 77.0 77.0 77.0 107.0 107.0 107.0 107.0 74.0 74.0 74.0 74.0 107.0 107.0 107.0 107.0 72.9 72.9 72.9 72.9 107.0 107.0 107.0 107.0 89.9 69.9 69.9 89.9 107.0 107.0 107.0 107.0 30 36 42 48 51 54 57 60 83 68 69 72 75.0 120.0 141.6 120.0 141.8 133.0 150.0 133.0 150.0 108.0 108.0 108.0 108.0 133.0 150.0 133.0 150.0 92.8 92.8 92.8 92.8 133.0 150.0 133.0 150.0 84.3 84.3 84.3 84.3 230.6 147.3 130.6 147.3 80.3 80.3 88.3 803 127.5 143.8 127.5 143.8 68 78.2 78.2 78.2 78.2 125.0 141.0 125.0 141.0 78.1 76.1 78.1 78.1 212.6 112.8 112.6 112.8 740 74.0 74.0 74.0 107.0 107.0 107.0 107.0 73.0 73.0 73.0 73.0 101.9 101.9 101.9 101.9 70.3 70.3 70.3 70.3 97.3 97.3 97.3 97.3 67.8 07.8 879 87.8 97.3 97.3 97.3 97.3 85.8 65.5 85.5 853 97.3 97.3 97.3 97.3 30 38 42 48 51 54 57 BO 63 86 69 72 120.0 134.1 120.0 134.1 133.0 150.0 133.0 150.0 100.2 100.2 100.2 100.2 133.0 150.0 133.0 150.0 84.7 84.7 84.7 84.7 1335 1399 133.0 150.0 75.1 78.1 75.1 75,1 130.0 130.0 124.7 140.8 73.4 73.4 73.4 73.4 125.9 125.9 1253 125.9 72 71.7 71.7 71.7 71.7 118.9 115.9 118.9 118.9 72.3 72.3 72.3 72.3 1129 112.8 112.6 112.6 69.9 69.9 69.9 69.9 107.0 107.0 107.0 107.0 87.6 67.8 87.0 67.6 201.9 101.9 101.9 101.9 65.5 65.5 65.5 85.5 97.3 97.3 97.3 97.3 64.1 64.1 84.1 84.1 93.0 93.0 93.0 93.0 61.6 81.8 81.8 81.6 89.2 89.2 89.2 89.2 DESIGN LOAD CAPACITY - P8F Oa/. 1 NICHES ON. 2 Y2.968 G1A88 TYPE IA GLASS TYPE 2A ANCHOR OPTION 1 ANCHOR OPTION 2 ANCHOR OPTION 1 ANCHOR OPTION 2 EX7.( +) INT.( -) EXL( +) 1NL( -) EXI.( +) NM-) ExT.( +) NL( -) 30 36 42 48 51 54 57 80 03 68 69 72 78 120.0 127.1 120.0 127.1 133,0 150.0 133.0 150.0 94.1 04.1 94.1 94.1 133.0 150.0 133.0 150.0 77.8 ., 77.8- '77.6 =77.8 133.0 - 146.6 130.0 146.6 69.1 69.1 69.1 69.1 132.8 132.8 132.8 132.8 67.5 67.5 879 87.5 125.9 - 125.9 125.9 125.9 68.6 88.6 66.6 68.6 118.9 118.9 118.9 118.9 86.4 64.4 63.5 88.4 64.4 63.8 66.4 64.4 83.8 88.4 84.4 83.5 112.8 107.0 101.9 112.8 107.0 101.9 112.6 107.0 101.9 122.6 107.0 101.9 61.8 61.8 81.6 81.8 97.3 97.3 97.3 07.3 59.5 59.5 89.8 59.5 93.0 93.0 93.0 93.0 57.8 57.6 57.8 57.6 89.2 89.2 89.2 89.2 30 38 42 48 51 54 57 80 03 66 69 72 84 1200 122.1 120.0 122.1 133.0 150.0 133.0 250.0 8&9 889 88.9 88.8 133.0 150.0 133.0 150.0 88.7 88.7 88.7 88.7 133.0 135.8 133.0 142.9 84.2 54.2 64.2 84.2 124.8 1249 128.7 128.7 65.4 65.4 65.4 65.4 120.5 120.5 124.3 124.3 62.9 82.9 62.9 82.9 118.8 1189 118.9 118.9 61.1 81.1 61.1 81.1 112.5 112.6 1126 1128 80.2 80.2 80.2 80.2 107. 107.0 107.9 107.0 58.5 55.5 58.5 588. 101.9 101.9 101.9 101.9 58.9 56.9 58.9 58.9 97.3 97.3 97.3 97.3 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30 38 42 48 81 54 57 88 83 88 69 72 90 1200 121.8 120.0 121.6 133.0 150.0 133.0 150.0 84.1 84.1 841 84.1 133.0 149.3 133.0 150.0 85.8 85.8 65.8 65.8 124.0 124.0 133.0 137.1 83.3 83.3 83.3 83.3 1135 113.5 125.4 125.4 60.3 60.3 80.3 60.3 109.3 109.3 120.8 120.8 56.1 58.1 56.1 58.1 105.7 105.7 116.8 1189 57.0 57.0 57.0 57.0 1023 1029 112.6 112.6 55.3 55.3 55.3 55.3 99.8 99.8 107.0 107.0 53.6 539 53.0 53.8 979 97.5 101.9 101.9 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75. 30 38 42 48 81 84 57 8o 83 86 69 72 96 120.0 120.0 120.0 120.0 133.0 150.0 133.0 150.0 75.1 75.1 75.1 75.1 133.0 149.3 133.0 150.0 83.3 83.3 63.3 83.3 128.7 128.7 133.0 133.7 58.9 58.9 58.9 58.9 117.7 117.7 122.6 122.6 58.9 58.9 56.9 55.9 1139 1139 117.8 117.8 54.4 54.4 54.4 54.4 108.8 108.8 113.7 113.7 52.4 52.4 52.4 52.4 104.8 104.8 104.8 110.1 50.3 50.3 50.3 50.3 100.6 100.8 106.2 108.2 75.0 75.0 78.0 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 30 38 42 48 51 54 57 80 83 BB 69 102 117.7 117.7 117.7 117.7 133.0 150.0 133.0 150.0 73.8 73.8 73.8 73.8 133.0 138.7 133.0 148.9 63.8 83.8 83.8 53.8 123.3 123.3 132.3 132.3 55.2 55.2 55.2 55.2 110.4 110.4 1159 1163 529 52.8 52.8 52.8 105.6 105.6 111.4 111.4 50.4 50.4 50.4 50.4 100.8 1009 108.4 106.4 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 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). DESIGN LOAD CAPACITY - PSF 061. 2 ICES 05. 2 to 13 GLASS TYPE 1A OIASS TYPE 2A ANCHOR OPTION 1 ANCHOR OPTION 2 ANCHOR OPTION 1 ANCHOR OPTION 2 EEL( +) NT.( -) Ext( +) N7.( -) Exl.(0) NT.( -) Exr.( +) 647.( -) 30 38 42 48 51 54 57 60 63 88 59 72 108 114.8 114.8 114.8 114.8 133.0 150.0 133.0 150.0 739 73.8 73.8 73.8 129.4 129.4 133.0 147.1 80.8 60,6 60.6 '" 003' 1142 114.8 127.9 ' 127.9 52.4 52.4 52.4 52.4 104.0 104.0 110.8 110.8 49.3 49.3 49.3 49.3 98.7 88.7 104.2 104.2 - - - - 75.0 75.0 75.0 75.0 - - - - 75.0 75,0 78.0 75.0 - - - - 75.0 75.0 78.0 75.0 - - - - 78.0 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 30 38 42 48 51 54 57 80 83 68 89 72 114 111.3 111.3 111.3 111.3 133.0 180.0 133.0 150.0 73.8 73.8 73.8 73.8 133.0 135.7 133.0 145.6 57.9 57.9 57.9 57.9 115.7 115.7 120.0 120.0 49.8 49.5 49.6 49.6 99.2 99.2 104.7 104.7 - - - - 75.0 75,0 78.0 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 75.0 75.0 - - - - 75.0 78.0 75.0 75.0 - - - - 75.0 78.0 75.0 75.0 - - - - 75.0 75.0 75.0 75.0 30 36 42 48 51 54 57 80 83 66 69 72 120 107.7 107.7 107.7 107.7 133.0 150.0 133.0 150.0 73.6 73.8 73.8 73.6 130.5 130.5 133.0 144.2 55.8 55.8 55.8 55.8 1119 111.6 117.8 117.8 47.1 47.1 47.1 47.1 94.2 94.2 99.5 993 - - - - 75.0 75.0 75.0 75.0 - ■ - - 75.0 75.0 75.0 75.0 - - - - 73.0 78.0 75.0 78.0 - - - - 75.0 75.0 75.0 75.0 - - -- - 75.0 75.0 75.0 75.0 - - - - 74.5 743 75.0 75.0 - - - - 74.3 74.3 75.0 75.0 - - - - 73.4 73.4 75.0 75.0 3/16° ANN .075 Vancevo Storm or .090 SsntryGioss 3/18° ANN 9/16° Air Space 3/16° ANN GLASS TYPE °1A° 3/16° HS 004 0'61. 1 ,NOTE LONG AND SHORT DIMENSIONS CAN SE ORIENTED VERICALLY OR HORIZONTALLY AS SHOWN. .075 Vancavo Storm or .090 SentryGIass 3/16° HS 9/16° Air Space 3/16° TEMP GLASS TYPE °2A° GLASS TYPES AVAILABLE AIR SPACE CONSISTING OF; SPACER; METAL SPACER AROUND THE PERIMETER OF THE GLASS. FOR ANCHOR OPTIONS SEE SHEET 4 Engn JAVA0 AHMAO 61A. PE # 70592 C.A.N. 3535 • 10 2012 • V CO In N Li drawing no. W08-95 TYPICAL INSTALLATION DETAILS ` mac. COMP- ANL \W08- 95CGI] THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE Insulated laminated INSTALLATION DETAILS INTO 2X WOOD BUCKS OR INTO WOOD STRUCTURES INSTALLATION DETAILS DIRECTLY INTO CONCRETE INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULUONS FLANGE gloss condition insulated laminated FLANGE gloss condition Insulated lominoted FLANGE glass condition FLANGE Insulated laminated gloss condition AL- FAROOQ CORPOF ENGINEERS & PRODUCT DEVELOI 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2&48100 FAX. (305 shown dotted. shown dotted. shown dotted. t owndo ed. �� i co £ < N tl '1 to O Bockbed eatanl t1�jl co seal htd i° _ ea 1!L sealant i % �.1 N. gib` , i,•,. ,. 4. 'AA',"'BB' OR 'BBB' Insulated laminated Wood tusk hal tn••.,w_•°'•• sealant ANCHOR -° a TYPE 'A', 'B' OR 'C' insulated laminated glass condition • 4:. •••D ANCHOR TYPE ANCHOR TYPE 'D' OR 'E' SERIES 410 FIXED WINDOW (L.M.I.) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593 -6590 FAX. (305) 593 -6592 Wood buck bed in sealant ANCHOR TYPE A', 'B' Insulated ghee " OR 'C' laminated condition dotted. EQUAL LEG i EQUAL LEG' EQUAL LEG EQUAL LEG Insulated laminated shown dotted. shown gloss oondttion shown dotted. gloss condition shown dotted. rii ± r �! L$!U 1 g M 1 J ' iJ +a EE �' 4 LJLtJI rf E c E 1 g o 0 ■ o M tl Seobnt 1e1 Seolant 1�1 N Sealant -"It 1�1 MiL!J Sealant - 1 �.. ANCHOR TYPE 'AA', 'BB' OR 'BBB' 'D' 'E' ROW buck bed In ' ' °* • • . °.� s sealant ANCHOR TYPE W, 'B' OR 'C' o 0 •o bu 5 5 2 2 Wood buck bed in sealant ANCHOR TYPE A', '8' OR 'C' ANCHOR TYPE OR TYPICAL ANCHORS; sEE ELEV. FOR SPACn o IYPE '9' TYPE 'C' TYPE 'D' '£, 1YPE 'ity 1/4" DIA. HILTI KWIK -CON IJ (Fu -163 KS1. Fy=157 KS0 1/4" MA ULTRACON 8Y 'ELCO' (Fu -t77 KS, Fy-185 TYPE ES» 5/16" DAA. ULTRACON BY 'ELCO'(Fu.177 "_DRIL-FLEX_SELF INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU MY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY Ty_E la 6:, 1/4" DIA. HILTI KWIK -CON II (Fu.183 1(56 Fy157 KS1) DIRECTLY INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY =Eat, 1/4" IVA. ULTRACON BY 'ELCO' (Fu =171 KM, Fy155 KSI. Fy =185 K9) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1.1.4_516 (GRADE 2 CRS) INTO METAL STRUCTURES STEEL 12 GA MIN. (Fy r 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083 -T5 MIN.) IN CONTACT WITH ALUMINUM 1 /4 DMLING. SCREWS MADE 2 CRs) INTO METAL STRUCTURES • $TEFL 1Z OA MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK MIN. (6083 -T5 MIN.) o ;; .c.? ° ;nag q n (STEEL TO BE PLATED OR PAINTED) INTO MIAMI -DADE COUNTY APPROVED MULUONS (MIN. THK. _ .090") 4 m 1(S») DIRECTLY INTO CONC. OR MASONRY ANCHOR OPTION I; ; ,, l �� ^ h t, 1 -3/8" MIN. EMBED INTO CONCRETE 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE '' 'ELM' ALL ANCHORS AS SHOWN ABOVE. ANCHOR OPTION II; Engn JAV AHMAO'. . CPAL AN SO 92 � 1 qq e . I +oia 1 O CTi gI3li Balding Code I+'� �O M 1� 1/4" DIA ULTRACON BY (Fa -177 Kg, Fy-188 DIRECTLY INTO MASONRY BLOCK 1 -1/4" MIN. EMBED INTO MASONRY Ks,) ANCHOR TYPES A', AA' & 'C' WITH 1/2" SHIM SPACE ANCHOR TYPES 'B'. 'BB', 'BBB', '0' & 'E' WITH 1/4" SHIM SPACE ACCCj11811C5Na`Gf`• • E C-4L EDC-E DIST'A-NGE 4.` / ' ' ' 011- /e.��1 ROM- " Product Peodrt "' tt drawing no. ' W08-95 INTO CONCRETE AND MASONRY = 2 -1/2" MIN. CONCRETE 1'c =3000 PSI MIN. INTO WOOD STRUCTURE = 1 ° MIN. MASONRY ern = 1924 PSI MIN. INTO METAL STRUCTURE = 3/4" MIN. sheet 4 of 9 DESIGN LOAD CAPACITY — PSI? (MULLION) WINDOW DIMS. 36" 42" 8" 54" 60" 68" 72" 38° 42" 48° 54" 60" 66" 72° 36° 42" 48° 54° 60" 68" 72" 36" 42° 48" 54" 60° 66" 72" 36" 42" 48" 54" 60" 66° 72° 36" 42° 48" 54° 60" 66° 72° 36" 42" 48° 54" 60" 66° 72" 1" X 4° X 1/8" ALUM TUBE EXI.( +) & INT.( —) 2" X 6" X 1/6" ALUM TUBE EXT.( +) & 150.0 1" x 4° x 1/8" 7 Unclipped Mullion (6063 —T6) 133.3 121.2 150.0 L 125.0 150.0 142.1 127.9 117.8 110.0 103.9 150.0 142.9 128.6 116.9 107.1 116.8 102.3 ANCHOR CAPACITY & QUANTITY SEE SHEET 6 ANCHOR TYPE '0' OR 'E'—' ANCHOR TYPE 'D' OR 140.6 125.0 112.5 MUWON FASTENERS USE SAME SPACINGS AS ON SHEET 1 132.4 117.6 amp TYPICAL ELEVATION 119.6 119.3 122.3 108.2 'W1" "w2 " L:: � T TYPICAL ELEVATION ANCHOR TYPE 10' OR ANCHOR TYPE 'D' OR 'E' MUWON FASTENERS -USE SAME SPACINGS AS ON SHEET 1 ANCHOR CAPACITY & QUANTITY SEE SHEET 6 ANY SIZE OR DESIGN LOAD LESS THAN CHART IS ALLOWED. Width — W1 + W2 2 drawing no. W08-95 (sheet 5 of 9 ) DESIGN LOAD CAPACITY - PSF (ANCHORS M' BACH 81DE OP MUWWON) �� to ANCHOR TYPE 'A' ANCHOR TYPE 'AA' ANCHOR TYPE 'B' ANCHOR TYPE '98' ' TYPE ' ANCHOR TYPE '$' WINDOW Dm16. ? E :g0i: 87D8 ON)EACH SIDE O(14)SACR 8D1H ON RAM 8188 OH)EACH 80.1E ON) SIRE 0(N EACH SIDE ON)BACR 8fiE ON Bdgf SIDE ON BACH SODB g /ANCHORJTYPE SOH 8586 /C' 8168 /ANCHOR sWE SIDE /D' 8166 ANCHMS Wit)) 8$E ON)EACRSIDE ON EACH H SIDE NOM t£NGTB 1 /2" SHIM l /8" SBIM 1/2" BRIM 9/8" BHRi i/6° um 3/8" BRIM 1 /S" SHm! 9 /8" BRIM i /E° um t! /8° um t//" SHIN 0/8" SHIM 1 /E° SHhl 9/8" am i/8° SBIM t /4" SHIM 8/8" BRIM 1/2" am 1/4° SHIM 3/8• SIlM I/2" 81HM 1/4° SBIM 9/8' am 1/e BRIM •1/E° am I /9' WUM 1/8" BBJM 1/4" um 1/4" am 1/4° BRIM 1/4° am 9/8' am 1 /R° BRIM 1 /4" SHIM 8/6° am 1/8° SHIM t /4° am B /8' BRIM IJE" 811561 OOQ CORPORATION & PRODUCT DEVELOPMENT 37 AVE RIDA 33174 4.8100 FAX. (505) 3326978 J I % U 38' 42' 46" - - 72" 150.0 1804 150.0 160.0 180.0 160.0 190.0 160.0 160.0 180.0 1422 129.1 180A 160A- 160.0 180.0 180.0 160,0 190A 180,0 180.0 180A 150A 150.0 1422 129.1 109.0 180.0 )50.O mm MM 150.0 180.0 150.0 109.0 150.0 150.0 1804 MA 160.0 150. 180.0 190.0 150.0 160.0 160.0 MA 160.0 160.0 180.0 150.0 190.0 1470 123.4 120.3 1092 150,0 180.0 150A 150.0 150.0 180.0 160.0 190.0 150A 180.0 180A 190.0 150.0 t50A 15A0 1500 180.0 150.0 1$0.0 150.0 150. 137.7 t41.8 150.0 180.0 150,0 150.0 180.0 180. 109,0 190.0 1280 120.0 180.0 .,150.0_..160.0 190.0 150.0 149.0 120.0 160.0 1800 .150.0. .tl1D.0 .150.0 1840 144,. ,.1800 190.0 ,_1500._ 180.0 160.0 1500 1240 1014 - 180.0. 150.0. 130.0 -150.0 -1590 •150.0 54' 60' •8 72' 134.2 180.0 1680 150,0 1500 150.0 150.0 150.0 150.0 121.4 1138 150A 150.0 160.0 )80,0 160.0 )41.3 113.8 160A 150,0 1504 180.0 150,0 190.0 138.6 160,0 1600 1600 109A 150A )500 117.6 952 160.0 150.0 144.4 150A 1! O.O 160.0 129.4 150.0 1800 160.0 160.0 150A 190A 180A 150.0 117A 1007 150.0 150.0 160.0 150A 150A 1382 109.7 1500 150.0 180.0 180.0 150.0 180A 1312 160.0 160.0 180.0 160.0 150.0 1$00 113.4 929 150A 150.0 1302 150.0 t50A 150.0 126.7 190A 150.0 150.0 180.0 1800 150.0 1500 1500 MU 107.4 MW 180.0 150.0 1500 180A 133.4 107,1 130.0 160A 160.0 150A 150.0 109.0 126.0 1500 150.0 160.0 150. 150,0 1900 111.0 909 150.0 180.0 136.3 150A t8OA 190.0 125.8 150.0 150.0 1500 150.0 150.0 180,0 160.0 150.0 150.0 1139 724.1 108.7 118.4 150.0 160.0 180.0 150.0 150.0 150.0 180.0 1804 109, 109.0 7324 144.8 106.7 1184 150.0 180.E 150,0 150,0 150.0 150.0 180.0 1500 180.0 150.0 150.0 150.0 128.0 139.8 180.0 1500 160.0 160.0 150.0 150.0 150.0 750.0 150.0 150.0 180.0 1609 1102 1202 902 98,4 150.0 190.0 150. 190. 136.3 747.0 1500 160.0 130.0 180.0 180.0 190.0 39" 42' 46" 54' 80° 66" 72' s4" 137.2 150.0 150.0 180.0 150.0 150.0 150.0 1800 1232 150.0 150.0 150.0 109.0 160.0 150.0 150.0 11.. 111.5 1046 160.0 150.0 15 0.0 150.0 150.0 12.7 1045 15.0 150.0 150.0 150.0 150.0 180.0 124.4 150.0 150.0 1500 150.0 180.0 150.0 10.8.0 894 11..0 160.0 1328 150.0 160.0 1800 113.2 180.0 1500 150.0 150A 150.0 180.0 150.0 MA 1024 96A 160.0 144.0 150A 150,0 148.8 1192 984 160.0 1900 144.0 150.0 150A 160. 0 115.2 150.0 1500 160.0 160.0 150.0 180.0 992 81.2 150.0 1489 1219 180.0 160.0 160.0 1055 150.0 1500 1500 1419 150.0 1500 1800 150.0 55.8 899 143.7 134.7 180.0 150.0 1382 111.6 89.8 150.0 180.0 134.7 160.0 150.0 180.0 107.8 160.0 150.0 *500 160.0 150.0 1479 929 784 160.0 139.2 114.0 160.0 160.0 1600 1008 150.0 150.0 150.0 134.6 100.0 180.0 1500 180.0 51A 85.3 136.5 128.0 160.0 150,0 7323 1050 85.3 1500 160.0 128.0 150.0 160.0 150A 1024 160.0 159A 160.0 150.0 160.0 1404 882 722 180.0 132.3 1093 160.0 1504 144.4 969 146.3 180.0 160.0 129.7 180.0 150.0 150.0 150,0 87.8 82.1 131.4 1232 180.0 190.0 127.3 1020 82.1 180.0 150A 1232 150.0 150A 180.0 98.8 1479 9900 180.0 150.0 180.0 136.2 849 895 1800 127.3 1042 7500 150.0 1384 94.3 1413 180.0 150.0 128.3 150.0 180.0 150A 180.0 85.3 80.0 128,0 1200 1500 150.0 124.0 99.3 60.0 180,0 149.0 120.0 150.0 150A 160.0 96A 144. 150.0 180.0 160.0 109.0 131.7 827 87.7 160.0 124A 1015 160,0 150.0 135.3 39" 42' 48' 54' 60" 88° 72' 95" 1101 150.0 150.0 150.9 1500 /500 150.0 1500 1500 106.0 985 150.0 147.7 150.0 150.0 150.0 1223 985 150.0 150A 147.7 7800 1800 1500 118.2 150.0 1600 150A 160.0 109.0 1800 101.7 83.3 1500 150A 1249 1500 150.0 180.0 1033 150.0 150,0 150.0 138.8 1800 150.0 150.0 150.0 93.8 879 140.4 131.7 150.0 150.0 1330 109.0 879 150.0 1590 131.7 150.0 150.0 150.0 105.3 160.0 150.0 110,0 150.0 150.0 144.5 90.7 74.2 1800 138.0 111.4 150.0 150.0 145.6 94.3 141.5 150.0 150.0 1293 150.0 150.0 180.0 150.0 55.3 80.0 1280 120.0 150.0 190.0 124.0 99.3 50.0 150.0 149.0 120.0 150.0 150.0 150.0 98.0 144.0 150,0 150.0 150.0 150.0 131.7 82.7 87.7 150.0 124.0 101.5 150.0 150.0 135.3 875 131.2 150.0 143.5 117.2 150.0 180.0 160.0 150.0 79.1 744 1107 111.3 150.0 1484 115.0 82.1 74.2 150.0 1382 111.3 150.0 160.0 145.4 894 133.8 150,0 148.1 1504 160.0 122.1 78.7 529 160.0 115.0 941 160,0 150.0 125.5 82.3 123.5 150.0 136.0 110.3 150.0 150.0 150.0 150.0 74.5 699 111.7 104.7 1489 139.6 1082 53,7 89.8 150.0 130.0 104.7 1800 150.0 139.8 83.8 125.7 150.0 139.3 150.0 150.0 114.9 72.1 591 150.0 1082 88.6 78.4 785 117.8 113.2 150.0 1500 1286 123.7 (05.0 101.1 150.0 150.0 1800 160.0 159.00 150.0 150.0 150.0 709 68.3 885 54.0 1044 102.4 148.3 99.7 980 137.1 141.9 135.5 150.0 1330 125.0 150.0 103.1 99.2 141.7 82.6 795 1135 685 544.0 91.4 150.0 148.8 150.0 123.8 119.2 130.0 90.7 95.64 137.1 150.0 150.0 150.0 150.0 150.0 150.0 133.0 1280 150.0 79.8 76.8 109,7 1107 115.2 150.0 150.0 150.0 150.0 132.7 127.7 150.0 150.0 150.0 150.6--150.0 150.0 1500.0 109.4 105.3 150.0 687 86.1 945 582 54.1 77.3 150.0 180.0 150.0 103.1 99.2 141.7 84.4 81.2 115.0 150.0 150.0 150.0 150.0 144.3 1374 132.3 150.0 1181 112.5 1083 190.0 C 1 SERIES 410 FIXED WINDOW (LM.L) 38' 42' 45* 54* 80" 66" 72. t02° 107.6 150.0 160.0 150.0 144.4 150.0 150,0 150.0 1500 97.5 91.4 95.8 143.7 150.0 180.0 1293 150.0 1500 150.0 150.0 88.7 81.3 130.0 121.9 180.0 150.0 128.0 1009 81.3 150.0 150.0 1219 150.0 150.0 150.0 974 145.3 1500 150.0 130.0 150.0 1336 84.0 697 150.0 128.0 103.1 150.0 150.0 1375 87.1 130.6 150.0 1429 116.8 150.0 150.0 150.0 150.0 78.8 73.8 1192 1109 150,0 147.7 1143 91.7 739 150.0 137.5 110.8 150.0 1500 147.7 885 1325 150.0 147.4 150.0 150.0 121.5 783 62.5 130.0 114.5 037 150.0 180.0 1249 80.5 120.7 150.0 132.0 107.9 150.0 150.0 150.0 180.0 798 693 109.2 102.4 145.0 1355 1066 849 863 150.0 127.1 102.4 150.0 150.0 135.5 819 122.9 150.0 136.2 150.0 180.0 112.4 705 67.7 150.0 1085 90.0 (50.0 141.1 115.5 795 113.2 150.0 133.7 101.1 150.0 150.0 160.0 150.0 893 84.0 1024 98.0 1385 1290 992 796 64.0 1489 1192 980 130.0 150.0 1280 786 115.2 150.0 127.7 150.0 150.0 (053 66.1 54.1 150.0 99.2 81.2 180.0 1323 108.3 71.8 107.4 1432 117.4 989 1504 1436 150.0 109.0 5446 60.7 97.1 91.1 129.6 121.4 84.1 78.4 60.7 1412 113.1 91.1 150.0 130.0 121.4 72.9 1093 145.7 121.2 150.0 130.0 999 62.7 61.4 149.9 94.1 77.0 160.0 125.5 1027 68.8 102.9 137.2 112.6 91.9 180.0 137.8 100.0 150.0 821 582 93.1 57.3 124.1 1104 902 72.2 682 1333 1084 87.3 1590 144.5 1184 59.8 104.7 138.8 118.1 150.0 150.0 988 80.1 492 143.8 902 735 150.0 1204 984 38' 42" 48' 54' 80" 66' 72' 108" 100.8 160.0 160.0 150.0 1349 (50.0 130.0 150.0 160.0 91.0 853 1354 128.0 150.0 1500 132.3 (080 85.3 150.0 150.0 1280 1500 150.0 160.0 102.4 150.0 150.0 150.0 150.0 (50.0 140.4 88.2 72.2 150.0 132.3 108.3 150.0 150.0 144.4 592 133.8 150.0 1483 1195 150.0 150.0 150.0 150.0 80.7 75.7 121.1 113.5 150.0 150.0 1173 94.0 75.7 150.0 140.9 113.5 1504 150.0 160.0 90.8 136.2 1500 150.0 150.0 150.0 1245 782 94.0 150.0 117.3 980 150.0 150.0 1280 80.9 121.3 150.0 132.3 108.3 160.0 150.0 150.0 1500 73.1 68.6 109.7 102.9 1483 137,1 108.3 854 886 150.0 127.7 102.9 150.0 160.0 137.1 82.3 123.4 150.0 135.9 150.0 1500 112.9 70.9 580 160.0 (08.3 87.0 160.0 141.7 115.0 CGI WINDOWS & 10100 N.W. 2511 - MIAMI, FL 33172 TEL. (305) 593 -6590 74.5 1116 149.1 1222 996 160.0 1493 1600 150.0 67.4 532 101.1 946 134.8 125.4 990 789 63.2 147.0 117.7 046 150.0 150.0 1264 75.9 1139 181.7 1282 150.0 110.0 104.0 663 53.5 160.0 980 80.2 150.0 1306 1085 69.7 1045 139.3 114.2 93.3 150.0 1309 150. 1800 63.0 59.1 944 888 1290 1192 91.8 73.4 59.1 137.4 110.0 88.8 150.0 1407 118.2 70.9 108.3 1416 1179 160.0 150.0 97.2 81.0 50.0 1456 914 75.0 150.0 122.1 939 959 986 131.7 113.0 09.2 150.0 132.3 150.0 150.0 5994 55.9 89.4 836 1192 111.7 88.5 69.4 66.9 1299 104.0 63.8 150.0 1387 111.7 67.0 1005 134.1 1115 150.0 150.0 91.9 57.7 47.2 137.9 85.8 70.9 109.0 115.4 94.5 62.9 94.3 125.8 103.1 84.2 150.0 128.3 150.0 150.0 585 53.3 55.3 90.0 113.8 1087 82.7 882 533 124.0 99.3 80.0 180.0 132.4 103.7 540 96.0 128.0 1084 150.0 150.0 87.9 50.1 45.1 131.7 82.7 87.7 1604 (10.2 80.2 39" 42' 48' 54' 60' 86' 72" 38' 42' 48" 54" 60' 68' 72' 114' 120' 943 141.5 150.0 150.0 128.3 180.0 150.0 150.0 150.0 85.3 80.0 1280 120.0 150.0 150.0 124.0 99.3 80.0 150.0 149,0 120.0 150.0 1690 150.0 990 144.0 150.0 150.0 150.0 150.0 131.7 82.7 67,7 150.0 124.0 101.5 1500 150.0 135.3 83.5 125.2 109.0 1388 1116 1590.0 150.0 150.0 150.0 796 704 113.3 1082 150.0 141.8 109.7 97.9 70.3 150.0 131.8 106.2 160.0 1500 141.8 84.9 127.4 1500 141.3 160.0 1540 118.5 73.1 59.9 150.0 109.7 899 150.0 1483 119.7 75.5 113.2 150.0 123,7 101.1 150.0 150.0 180.0 180.0 893 84.0 102.4 980 1385 1280 99.2 79.5 54.0 1486 119.2 964 150.0 150.0 128.0 786 1152 160.0 127.7 130.0 1800 105.3 88.1 54.1 (50.0 992 812 150.0 132.3 108.3 69A 104.1 138.8 1135 92.9 150.0 139.4 150.0 1094 52.8 58.0 94.2 88.3 125.5 117.7 91.2 73.1 884 130.8 109.5 89.3 180.0 146.1 117.7 704 106.9 141.2 1173 150.0 180.0 98.9 606 49.8 145.3 91.2 74.7 150.0 1215 094 64.7 97.0 120.4 108.1 885 1500 129.9 150.0 150.0 584 84.9 07.8 82.3 117.0 109.7 85.0 88.1 54.9 127.5 1022 52.3 180.0 1362 109.7 859 93.7 131.7 1095 150.0 150.0 903 5997 48.4 1384 85.0 605 180.0 113.4 926 81,0 91.5 122.0 100.0 81.7 150.0 122.5 180.0 150.0 58.2 51.7 32.7 77.8 110.3 103.4 80.2 64.2 513 1202 95.3 774 1500 128.4 103.4 53.1 886 87.1 1332 1181 150.0 98.2 145.8 77.7 118.9 142.8 150.0 118.8 150.0 (804 160.0 150.0 150.0 525 80.3 49.2 793 783 1205 73.8 1129 105.0 1500 985 150.0 78.3 118.7 81.1 93.5 49.2 75.3 114.5 150.0 91.7 140.2 73.8 112.9 150.0 180.0 122.3 15110 98.6 190.0 62.1 59.1 00.4 93.1 88.6 1355 124.1 118.2 150.0 103.2 983 1500 150.0 147.4 150.0 150.0 150.0 150.0 85.1 81.0 1239 53.4 80.9 77.8 43.7 41.8 83.7 127.7 1214 160.0 80.2 75.3 1107. 894 825 955 150.0 150.0 150.0 100.9 101.7 150.0 875 83.3 127.4 t 1 ^ description REV. PER BCCO COMMENTS p + 78.4 117.8 150.0 128.6 105.0 150.0 150.0 160.0 150.0 70.9 595 1084 09.7 141.9 133.0 103.1 82.5 895 150.0 1239 907 150.0 150.0 133.0 796 119.7 150.0 132.7 150.0 150.0 109.4 88.7 56.2 150.0 103.1 84.4 150.0 137.4 112.8 709 108.1 141.5 1180 941 150.0 142.1 150.0 180.0 04.0 090 98.0 90.0 128.0 120.0 930 745 50.0 1394 1114 904 150.0 14110 120.0 72.0 108.0 144.0 119.8 160.0 150.0 999 82.0 50.8 148.1 93.0 76.1 150.0 1244 101.5 64.9 974 129.8 1084 88.9 1600 130.4 1500 150.0 09.7 50.1 88.1 82.6 117.4 110.1 85.3 86.4 65.1 125.0 102.5 829 160.0 138.7 1101 68.1 99.1 132.1 1099 150.0 150.0 905 555 46.9 136.9 •853 89.8 150.0 113.3 93.1 00.4 906 120.7 994 80.9 1485 121.3 150.0 160.0 54.8 51.2 31.9 785 109,2 102.4 79.4 898 61.2 119.0 00.4 708 1500 (27.1 102.4 81.4 922 122.9 102.2 180.0 150,0 84.3 52.9 43.3 128.4 79.4 85.0 150.0 1054 5888 58.8 852 113.6 93.1 780 139.8 114.1 150.0 1504 51.4 462 77.0 72.2 102.7 983 744 59.5 492 111.9 89.7 72.2 149.3 119.5 98.3 57.8 80.7 1159 98.1 144.2 1500 702 49.8 40.7 1199 74.8 -81.1 150.0 994 81.5 33.9 09.9 107.8 66.4 72.2 132.6 1093 150.0 144.4 489 45.7 73.1 094 97.5 91.4 70.9 889 45.7 1093 85.1 898 141.7 113.5 91.4 649 823 109.7 91.2 1399 180.0 75.2 47.2 397 1129 70.9 58.0 150.0 94.5 77.3 FOR INTERMEDIATE INTERPOLATION FROM THESE CHARTS IS ALLOWED, FASTENER SPACING SEE SHEET 1 OF 9 2, 3 OR 4 SCREWS ON EACH SIDE 2, 3 OR 4 SCREWS ON EACH SIDE OF MULLION (REFER TO CHARTS) OF MULLION (REFER TO CHARTS) °4170TH "� LENGTH' a � =� .�1 °Wt 'W2" N r�� Q O, 111 u J a 111 L 111 N MULLION FASTENERS USE SAME SPACINGS a m FOR INTERMEDIATE FASTENER SPACING SEE SHEET 1 OF 9 LI MULUON FASTENERS LL l AS ON SHEET 1 �c z ,. .. �MUWON � - - `-�' 1 t � 1 �� MULLION ._ a ° Engr JAVAD A14MAD CRN� 7 '120DUCT k, 338 t qn g GB 'j ; ZQ1Z 4� ) f REVISED 1s complying wadi iihhe Florida 3ui!hngCodc i� 11ra41t1cxiTIo `-~ • 1:u ) �_ �'?'= 7'''%.�+'.!_ /J¢ f/ USE SAME SPACINGS t i T t Wi + W2 droving no. 08 .95 AS ON SHEET t It, 1, .1 r t t r 1 tit Width = 2 Viiend Dade Pro Control TYPICAL ELEVATION TYPICAL ELEVATION (sheet 6 of 6 DESIGN LOAD CAPACITY - PSF (MULLION) 1" X 4" X 1/8" ALUM TUBE LAMINATED INSUL. LAM. WINDOW DIMS. GLASS GLASS WIDTH LENGTH EXT.(+) & INT.( -) EXT ( +) & INT.( -) 72" 72" 100.0 80.0 38" 100.0 700.0,.. , ...� 48" 84" 90.0 57.0 68" 59.0 37.0 ANY SIZE OR DESIGN LOAD LESS THAN CHART IS ALLOWED. DESIGN LOAD CAPACITY - PSE (MULLION) 2" X 8" X 1/8" ALUM TUBE LAMINATED INSUL. LAM. WINDOW DIMS. GLASS GLASS WIDTH LENGTH EXT.( +) & INT.( -) EXT.( +) & INT.( -) 84" 72" 100.0 100.0 �" 96" 100.0 100.0 84" 75.0 75.0 - 60" 108" 75.0 72.0 72" 88.0 58.0 48" 75.0 68.0 60" 120" 60.0 51.0 72" 49.0 36.0 ANCHOR TYPE '0' OR 'E' LENGTH" T t T 1 t T t t t t T t i MUWON J , 1 i t t J t t r - � t TYPICAL. ELEVATION Width = BULLION FASTENERS ISE SAME SPACINGS 1S ON SHEET 1 ANCHOR TYPE '0' OR 'E' ANCHOR TYPE 'D' OR 'E' drawing no. W08 -95 (sheet 7 of 9 sheet 8 of 9 ) DESIGN LOAD CAPACITY - PS? DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PST? WINDOW DIMS. ANCHOR TYPES 'A', ,8•, 'AA', 'BB' ANCHOR TYPE 'BBB' WINDOW DIMS. ANCHOR TYPES 'A', '11', 'AA', 'BB' ANCHOR TYPE 'BBB' WINDOW DIMS. ANCHOR TYPES 'A', 'B', 'AA', 'DB' ANCHOR TYPE 'BBB' DIM. 1 DIM. 2 AT 16" O.C. AT 8" O.C. AT 16" O.C. DIM. t DIM. 2 AT 16" O.C. AT 8" O.C. AT 18" O.C. DIM. 1 DIM. 2 AT 16" O.C. AT 8° O.C. AT 16" O.C. 30" 36° 42° 48" 51° 57° 60" 63° 66" 69° 72" 48" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.8 150.0 150.0 120.7 150.0 150.0 110.7 150.0 150.0 127.7 150.0 150.0 118.6 150.0 150,0 110.7 150.0 150.0 103.8 30" 36" 42" 48° 51" 57° 60" 83° 55° 89° 72° 78° 150.0 150.0 150.0 150.0 150.0 132.8 146.5 150.0 119.8 135.3 150.0 110.7 131.0 150.0 107.1 124.3 150.0 101.7 121.8 150.0 99.8 119.7 150.0 97.9 118.1 150.0 96.6 116.0 150.0 95.8 118.0 150.0 94.9 30" 36" 42" • 48" 51" 57" 60° 63" 66" 69" 72° 108" 146.7 150.0 119.9 126.3 150.0 103.3 112:0- 150:0 • 91.6 101.5 150.0 83.0 97.3 150.0 79.5 90.3 150.0 73.9 87.4 150.0 71.5 84.9 150.0 69.4 82.7 150.0 67.6 80.7 149.9 86.0 78.9 148.6 64.6 30" 36" 42" 48" 51° 57° 60" 63" 66" 69" 72° 54" 150.0 150.0 150.0 150.0 150.0 147.6 150.0 150.0 138.0 150.0 150.0 132.8 150.0 150.0 131.8 150.0 150.0 118.0 150.0 150.0 107.3 150.0 150.0 123.0 150.0 150.0 113.5 150.0 150.0 105.4 150.0 150.0 98.4 30" 36° 42" 48" 51° 57" 60" 83° 66" 69° 72° 84° 150.0 150.0 138.6 147.6 150.0 120.7 132.6 150.0 108.4 121.8 150.0 99.5 117.6 150.0 95.1 110.9 150.0 90.7 108.3 150.0 88.5 108.1 150.0 88.7 104.2 150.0 85.2 102.7 150.0 84.0 101.5 150.0 83.0 30" 36" 42" 48" 51" 57" 60" 63° 66" 89" 72" 114" 150.0 150.0 128.8 135.3 150.0 110.7 119.7 150.0 97.9 108.3 150.0 88.5 103.8 150.0 84.7 98.0 150.0 78.5 92.8 150.0 75.9 90.0 150.0 73.6 87.5 150.0 71.5 85.3 149.2 69.7 83.3 145.7 68.1 30" 38" 42" 48° 51° 57" 50" 63" 68" or 72° 60° 150.0 150.0 141.7 150.0 150.0 128.5 142.8 150.0 116.7 135.3 150.0 110.7 132.9 150.0 108.7 130.2 150.0 106.5 129.9 150.0 106.2 129.9 150.0 120.7 129.9 150.0 110.7 129.9 150.0 102.2 129.9 150.0 94.9 30" 38" 42" 48" 51" 57" 80" 63" 68° 69° 72" 90" 150.0 150.0 127.5 135.3 150.0 110.7 121.0 150.0 99.0 110.7 150.0 90.5 108.8 150.0 87.2 100.1 150.0 81.8 97.4 150.0 79.7 95.2 150.0 77.8 93.2 150.0 76.2 91.8 150.0 74.9 90.2 150.0 73.8 30" 36" 42" 48° 51° 57" 60" 63" 66" 69" 72° 120° 148.5 150.0 121.4 127.4 150.0 104.2 112.5 150.0 92.0 101.5 150.0 83.0 97.0 150.0 79.4 89.7 150.0 73.3 88.6 150.0 70.8 83.9 150.0 58.6 81.5 150.0 88.6 79.3 148.6 84.8 77.3 145.0 63.2 30" 36" 42" 48° 51" 57° 60" 63" 66" 69" 72" 66" 150.0 150.0 150.0 150.0 150.0 138.3 150.0 150.0 126.5 145.0 150.0 118.6 141.5 150.0 115.7 138.8 150.0 111.8 135.3 150.0 110.7 134.5 150.0 110.0 134.2 150.0 109.8 134.2 150.0 100.8 134.2 150.0 92.9 30" 36° 42" 48" 51° 57° 60" 63" 66" 69" 72" 96° 150.0 150.0 137.7 145.7 150.0 119.2 129.9 150.0 106.2 118.4 150.0 98.8 113.8 150.0 93.1 108.4 150.0 87.0 103.3 150.0 84.5 100.7 150.0 82.4 98.4 150.0 80.5 96.4 150.0 78.9 94.7 150.0 77.5 3D" 38° 42" 48" 51' 57° 60" 63" 86° 69" 72" 72" 150.0 150.0 139.8 150.0 150.0 123.0 136.5 150.0 111.6 126.9 150.0 103.8 123.3 150.0 100.8 117.9 150.0 96.4 116.0 150.0 94.9 114.8 150.0 93.7 113.6 150.0 92.9 113.0 150.0 92.4 112.8 150.0 92.2 30° 38" 42" 48" 51" 57" 60" 63° 66" 69" 72" 102" 150.0 150.0 128.2 135.3 150.0 110.7 120.3 150.0 98.4 109.3 150.0 89.4 104.9 150.0 85.8 97.7 150.0 79.9 94.7 150.0 77,5 92.1 150.0 75.3 89.9 150.0 73.5 87.9 150.0 71.9 86.1 150.0 70.4 INTERPOLATION FROM THESE CHARTS IS ALLOWED 4.253 ALUMINUM BUCK 6063 -T6 .845 ALUMINUM BUCK FRAMING DETAILS Insulated laminated glass condition shown dotted. 8ockbed sealant .4 #14 SMS AT 6" FROM ENDS q • v • •4 . ..e'• . •q CONCRETE - 3000 P57 . BLOCK a 1924 PSI 4 .055 L.903J 1.125 OPTIONAL COVER 6063 --T6 2 1/2" MIN. EDGE DIST. ANCHOR TYPE 'AA', 'BB' OR 'BBB' AT 5° FROM ENDS SEE CHART FOR SPACING #14 SMS AT 6" FROM ENDS orraimm Pi"(10- WOOD STRUCTURES WOOD BUCK AT 6" FROM ENDS SEE CHART FOR SPACING TYPICAL INSTALLATION DETAIL, ON ALL FOUR SIDES FLA. PE 70592 1 0 2012 mower REVISED as complying with the Florida Building or 4'• .7:°,,,i-z.filL,,,tirdl.)2. Acceptaca No Avg uez 2 drawing no. W08-95 10 Flange Frome 20 Equal Leg Frame ® Glass Stop �•--- 2170 -1 ® Standard Cover Bill of Materials Corner Isometrics of Flange Frame Item Port No. or Name Oty. Description Notarial Monufocturer / Supplier Remarks pt C01 -700 Varies Morn Frome (Flange) Aluminum 6083-76 Custom Extruded for COI Continuous on 4 sues O CGI -703 Varies Main Frome (Equal Leg) Aluminum 8083 -76 Custom Extruded for COI Continuous on 4 stiles O CGI -701 Varies Gloes Stop 8083-78 Custom Extruded for C01 Continuous on 4 sides ® CGI -702 Varies Stondord Cover Aluminum 6083 -78 Custom Extruded for 001 Continuous on 4 sides ® Gloss Stop Screw Varies 110 x 3/4- Hex Hd Self Drilling Steel Varies of 6- from ends one 12- on center © Varies Varies GE -1200 or GE -2000 ar DOW -998 Silicone General Electric or Dow Corning Structural Silicone O CGI -382V Varies Gloss Stop Bulb Vinyl Custom Extruded ® Frame Screw 8 112 x 1 I/4- Hex Hd SMS 8/5 Varies 2 per corner Corner Isometrics of Equal Leg Frame Engr �ML»IMAD FLA. PE L70592 C.A.N. 3538 PltODU TREVISfD as Building Code complying with ttheFtodt } AcceptanasNoeft #+ Pan ess1olbDate -- Miami Dada Pro ea Centro tn A cy a g z a O o'O '' .r vC v° droving no. W08 -95 (sheet 9 of 9 ) • *, MIAMNQADE CQUt�117(: DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25th Street Miami, Fl. 33172 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 RER - 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 perforce 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. RER 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 "450" Outswing Opaque(Alumclad Composite Panels) Doors w /wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W12 -22, titled "Series 450 Outswing Doors & Sidelites ", sheets 1, 1.1, 1.2 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated JUN 29, 2012, signed and sealed by Javad Ahmad 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6 and 7 for unit sizes Vs lock options, mullion type, sidelites, glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S -O). Sills (thresholds) types SS -1 & SS -2 are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 4 & 6. 4. Narrow stile sidelites are limited to 18" or less. 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 ", 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 1 and evidence pages E-1& E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. 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.mia midade.gov /economy APPROVED= SNP DRAWING REVIEW Q Approved Q Rejected; Revise a/RI t3f±vhrn5t 0 Approved as Noted Not Reviewed flaviawe M Ibis draveim is leafed to be wel rirr3iyn concepts anti I general a mFliarra with I:de matien it fns tnoject plans end /or project specifications only, and is nol Intended to be a verification et far I ntatrrlal verinirud or that all items required era ohown. This review shall not relieve the Cantracior from isle res,;onsibliity of details of design, (heft =n.:Nuns, job conditions. Construction r'uns and method,. ceordinotior viith erne; trades. or etfy other Iequi,enmits of the (flans, .rue r- r„aritrns +r ctnIrsct. Any aotaiicn;i on this chat, drevrinp made by Mark E. Reardon, Inc. btraiI cons4iued to ate torize additional worst calf, t;evie of ddsion acid drawlcty 1 Prepared by Specially F ngincers Is limited lo dv ten intent rr.o floes not constitute a duleilecl chsch of calcuiatIons, nor loos it,elleve the Specialty rfgineers from the responsibility ni t6le tailing of the specially component or system. E. tsrfrr;an, !rR, :,y err„ .c, thin,.; or ref NOA No. 12- 0706.02 Expiration Date: October 25, 2017 Approval Date: October 25, 2012 Page 1 CGT Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W12 -22, titled "Series 450 Outswing Doors & Sidelites ", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated JUN 29, 2012, signed and sealed by Javad Ahmad, 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( +50.0 PSF, sill S -I only) 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 manufacturer's parts and section drawing marked -up drawings of aluminum In swing / Outswing door w /wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -0080- 0304 -11 dated 11/28/2011 and HTL -0080- 0902 -11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B- 5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 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, per FBC 2411 3.2.1, TAS 202 -94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL - 97055 (0080- 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -01071 (0080 - 0402 -02) dated 04/01/2002 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09- 0723.04). Original tests conducted per SFBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. E -1 c.1,0) \ • LL- Ishlaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0706.02 Expiration Date: October 25, 2017 Approval Date: October 25, 2012 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (submitted under Outswing glazed doors NOA# 11- 1025.02). D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS L Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 2. Reference outswing Glazed Doors w /wo sidelites NOA # 11- 1025.02. 3. Test proposal # 10 -0940, dated 11/17/10 approved by BNC. E -2 \clAr-11, Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0706.02 Expiration Date: October 25, 2017 Approval Date: October 25, 2012 TYPICAL ELEVATIO \S STEPS TO USE CHARTS SEE SHEETS 6 & 7. 6 7/8' LOCKING OPTIONS SEE CHART SHEET 1.1 0 LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 74 -1/2' FRAME WIDTH 11 1/4° PANEL ORO. PANEL OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 WIDTH 18 -7/8' 3/0 35 -3/4' 24 7/8' 3/6 41 -3/4' 30 -7/8' il 100 -7/8' 88 -1/2' Aft 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2' 10 /0 ACTIVE I INACTIVE 6 7/8' fi MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) v grk v v v NOMINAL PANEL WIDTH DDOR/SIDELITE PANEL WIDTH PANEL OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' 18 -7/8' 3/0 35 -3/4' 24 7/8' 3/6 41 -3/4' 30 -7/8' 8/6 100 -7/8' 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2' 10 /0 118 -7/8' I • • ACTIVE ; INACTIVE fi MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) v grk v v v NOMINAL PANEL WIDTH DDOR/SIDELITE PANEL WIDTH PANEL OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' 18 -7/8' 3/0 35 -3/4' 24 7/8' 3/6 41 -3/4' 30 -7/8' NOMINAL PANEL HEIGHT DOOR/SIDELITE PANEL HEIGHT PANEL OPG. HEIGHT 6/8 78 -7/8' 66 -1/2' 7/0 82 -7/8' 70 -1/2' 7/6 88 -7/8' 76 -1/2' 8/0 94 -7/8' 82 -1/2' 8/6 100 -7/8' 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2' 10 /0 118 -7/8' 106 -1/2' FRAME HEIGHT = PANEL HEIGHT + 1 -7/8° FRAME HEIGHT = PANEL HEIGHT + 1 -5/8° FRAME WIDTH = PANEL WIDTH + 2 -3/4° Engr. JAVA() AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 '. JUN 29 zoia wglyrw, s MIA/ o1Z appel Hy* node* Clitist STD. THRESHOLD) ADA THRESHOLD) LEGEND _ —0 — OUTSWING 000R DETAIL — ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W12-22 CG\ WINDOWS ac DOORS 10100 northwest 25 street miomi, Dodds 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 sheet 1 of 7 TYPICAL ELEVATIONS LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDEUTE PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDEUTE FRAME HEIGHT = PANEL HEIGHT + 1 -7/8° (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4° CO 3 POINT LOCK 12 10A : COPPER CREEK W/ CGI 3 POINT 10M : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 1013 : DOR- 0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK g REGENT COMMERCIAL o, 3 POINT LOCK ACTIVE INACTIVE 1 RESIDENTIAL HARDWARE c Of 10A IOAA 10B 10C & IOCC 10D & 10E 10 F DOOR HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) TNT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 84° 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96 -3/4° 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108 -3/4° - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120 -3/4° - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A : COPPER CREEK W/ CGI 3 POINT 10M : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 1013 : DOR- 0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK g REGENT COMMERCIAL o, 3 POINT LOCK ACTIVE INACTIVE 1 RESIDENTIAL HARDWARE c Of 12 COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPTO 90 -3/4' 3 ABOVE 90 -3/4' UPTO 120' 4 108 ' ;:.r.. ( INACTIVE ACTIVE 12 COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPTO 90 -3/4' 3 35 1/2' ABOVE 90 -3/4' UPTO 120' 4 44 1/2' DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION Eng.: JAVAD 'AHMAD CIVIL FLA. PE # 70592 CAN. 3538 29 2012 LEGEND _ -0 - OUTSWING DOOR DETAIL n - ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W12 -22 • MIL WINCOWS 8c D QC) IRS 10100 northwest 25 street miami, Florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 05 -22 -12 sheet 1.1 of 7 SIUCONE VIN .090 ALUMINUM SHEET 1/4° PLYWOOD .090 ALUMINUM SHEET 1i1 A ! rim -rm... 8UL8 YL CG1 -382 ly c m a GE-1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL, .090 ALUMINUM SHEET 3/4" PLYWOOD .090 ALUMINUM SHEET B1t13 VINYL CM-382 SILICONE GE-120 GE -1200 DOW 995 DOW 899 1" OVERALL COMPOSITE PANEL PANEL STOP OPTIONS .639 r .085 1.652 .778 I•"-- .754 CGI -375 .744 CGI -504 CGI -515 .617 .672 �- .050 03 .754 .742 b- CGI -519 CGI -396 PANEL STOPS CAN BE SQUARE OR OGEE Engr: JAVAD AHMAD CMi fl-A- PE 1 70592 C.A.N. 538 JUN g 9. 2012 "wend y4 Ingui.01100146411. Moo jB21 • 11,E DWG. NO.: W12 -22 • CG\ WINDOWS .& DOQRS 10100 northwest 25 street edam', florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 05 -22 -12 sheet 1.2 of 7 74 1/2° (TESTED SIZE) 4 1/4" 3° 24" MAX. FRAME WIDTH 3° 24° MAX. 4 1/4" AEI 35 -1/2° MAX. PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE UMIT) - 132.0 PSF LOCK OPTION 1 OAA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT \\\\_HAGER SS HINGES 4 1/4° 38 9/16° FRAME WIDTH 24° • MAX. CO CO le 0, P N 2 a g • N to r rn t la I X E It W 3 I iN :•�. '•M '2 -0• t I I Ank to N M - PANEL. HEIGHT L. 12" MAX. 41E, � ,ACTIVE •tV• • �::... .: INACTIVE . I I AEI 35 -1/2° MAX. PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE UMIT) - 132.0 PSF LOCK OPTION 1 OAA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT \\\\_HAGER SS HINGES 4 1/4° 38 9/16° FRAME WIDTH 24° • MAX. CO CO le 0, P N 2 a g • N to r rn t 3 / iN :•�. '•M ACTIVE \ /10M N 5 CO Engr, JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 JUN 2 9 201 DWG. NO.: W12-22 • CG\ WI NJDOWs ac Doors 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 05 -22 -12 sheet 1.3 of 7 74 1/2" (TESTED SIZE) FRAME WIDTH 38 9/16" FRAME WIDTH CVR PANIC HARDWARE 4 1/4° 4 1/4" 4 1/4" n rn U ::VERIT j ROD;:•' G- r - ox. -- ACME APPROVED PANIC HARDWARE FOR DOORS DOR O— INATIC SERIES 16 90 T OUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE 7 1/4° 7 1/4° 35 -1/2° MAX. PANEL WIDTH DWG. NO.: W12 -22 DOORS LOAD CAPACITY — PSF FRAME HEIGHT FRAME WITH EXT.( +) INT.( —) 96-1/2" 74 -1/2" 70.0 70.0 84 -1/2" 74 -1/2" 80.0 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. LOCK OPTIONSf100 AND WINIDOws ac DOO F2 .15 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 05 -22 -12 sheet 1.4 of ci n rn U ::VERIT j ROD;:•' G- r - ox. -- ACME APPROVED PANIC HARDWARE FOR DOORS DOR O— INATIC SERIES 16 90 T OUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE 7 1/4° 7 1/4° 35 -1/2° MAX. PANEL WIDTH DWG. NO.: W12 -22 DOORS LOAD CAPACITY — PSF FRAME HEIGHT FRAME WITH EXT.( +) INT.( —) 96-1/2" 74 -1/2" 70.0 70.0 84 -1/2" 74 -1/2" 80.0 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. LOCK OPTIONSf100 AND WINIDOws ac DOO F2 .15 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 05 -22 -12 sheet 1.4 of BILL OF MATERIALS ITEM 1 12A 2B 2C 3 4 5 6 7 8 9 10 DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3 /16 "THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 O CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, © 3" & 7" FROM ENDS & 19 -3/8" O.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) 1 OA 10AA 10B 1 0 C 10CC 10D 10E 1OF CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. DOR- 0 —MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 12 13 14 171 18 19 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12 -24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4 ") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE -1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063 —T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063 —T5. Engr. ,LAVR,D AHMAD cml. FIA. PE .70592 CAN: JUN 2 9 DWG. NO.: W12 -22 • CG\ WINDOWS ac DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 sheet 2 of 7 CGI -507 DOOR FRAME HEAD /SILL CGI -5 1 JAMB COVER 1.250 4.562 .125 r .150 CGI— 509 FRAME JAMB /MULLION CGI -503 NARROW SIDELITE STILE CGI —502 JAMB /LOCK /SIDELITE STILE 656 CGI -505 ASTRAGAL .075 4.813 ZJc_�,� S14 CGI— 500A TOP RAIL 3.122 CG —510 SIDEUTE MULLION 485 .075 1.063 CGI -508 FRAME COVER CGI -501 BOTTOM RAIL SADDLE THRESHOLDS CGI -514 HORIZONTAL MUNTIN .652 11 i 080 i. i 065 ao. R al 080 4 j .778 .754 .744 CGI -375 CGI -504 CGI -396 CGI -519 Engt: JAVAD AHMAD CIVIL fl.A.PE$70592 C.A.N. 3538 a****4****Ylabli wia Roads Daft' MOW CGI -515 DWG. NO.: W12-22 • E7L WINDOWS Sc DOORS 1D100 northwest 25 street mint florido 33172 product : Series 450 Outswing Doors Sr Sidelites date : 05 -22 -12 sheet 2.1 of 7 Bolt Assembly Bolt Housing #10 x 3/4" PH SMS Flushbolt Tip Linkage Assy. Rod Keyed Cylinder/Deodbol Assy. Connection Wheel TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 —POINT LOCK Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS #8 x 1/2" PH MS Flushbolts (Inactive Panel) 1J2" =.L Bolt Tip c 1 IiYI Threaded Rod Keyed Cylinder Deadbolt Assembly 0 Actuator Arm REGENT 3 POINT COMMERCIAL LOCK #10 x 3/4" PH SMS Actuator Arm 1 /2• Bolt Housing Bolt Tip #10 x 3/4" PH SMS #10 x 3/4" FH SMS TOP SECTION SHOWN (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT d tis ssllipiyi s4A14)1s *Holds flats I4js'%l2. *kW boihr—Prsdieet.Ceittol sy Surface Mounted Activator DWG. NO.: W12 -22 Engr. JAVAD AHMAD Ft.. PE d 70592 C.A.N. 38 JUN 25 2012 • Calk WINDOWS 8c DOORS 10100 northwest 25 street miami, Florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 05 -22 -12 sheet 2.2 of 7 #12 x 1 1 /2" FH SMS Keeper Top Lock Assembly Dor- 0 —Motic 1690 Bottom Bolt Boit Guide 6 yr #10 x 1/4" FH MS #8 x 3/4" FH SMS Strike Plate Top Guide w /trip release Top Bolt 1/2" Jackson 20861 Bottom Bolt Bolt Guide 1/2° #10 x 1/2" FH MS Engr. JP/AD AHMAD DIV&. RA PEA 70592 CAN. X38 "1"4"1_644,/44. lreAntti°� #10 x 1/2" FH MS DWG. NO.: W12-22 • EI WINDOWS ac DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 sheet 2.3 of 7 1X4 PT WOOD SEE NOTE BELOW 1 FRAME HEIGHT SEALAN T 1/4" DIA. ULTRACON 6° FROM ENDS AND A 244° " O.C. . (INTERMEDIA AN (SEE EET ) KS) CONQ! At A LV-,F 3. TYPICAL 9 .100 2A 0 u� 1/4" DIA. ULTRACON SEE SHEET 7 A. 16111111111111111411 OPTIONAL INSTALLATION \NTO 2X4 PT WOOD1 2X4 PT WOOD SEE NOTE BELOW / SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL TYPICAL OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) TYPICAL #12 SCREWS `3/ END 1/4" DIA. ULTRACON @ 6" FROM ENDS AND 24" O.C. (INTERMEDIATE ANCHORS) 1 -1 EMBED 1X4 PT WOOD 509 511 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY - r - • 7 TYPICAL JAMB ANCHORS • 1/4" DIA. ULTRACON ® 6" FROM ENDS AND 19 -3/8° O.C. FOR LOADS UPTO 70 PSF • 14 -1/2" 0.C. FOR LOADS UPTO 110 PSF 12" 0.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) 1 250 2X4 PT WOOD OPTIONAL INSTALLATION INTO 2X4 PT WOOD 1 EXTERIOR 375 • 1/4" MAX L250 INTERIOR FRAME WIDTH ASTRAGAL REOD. FOR WATER RESISTANT DOORS ONLY 1.250 505 502 502 8 0' NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY SYSTEM. NOTE: ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACE a WITHOUT VARIATION IN CAPACITY. .675 ACTIVE INACTIVE 505 Engr. JAVAD AS-MAD CIVIL FLA. PE # 70592 C.A.N. 3538 OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 - DWG. NO.: W12 -22 • EL WINJDONS ac DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 05 -22 -12 sheet 3 of MULLION #1 2.876 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 1/4° MID. 1.918 1/4" DIA. ULTRACON ® 6" FROM ENDS & 19 -3/8" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 DOOR PANEL WIDTH .675 4.812 EXTERIOR @ DS -0 SEALANT / SIOEUTE PANEL WIDTH DOOR FRAME WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH THIS SILL IS NOT RATED FOR WATER THIS SILL IS NOT RATED FOR WATER .4- -1.844 --d ADA SADDLE RESIDENTIAL SADDLE 4" WIDE SADDLE THRESHOLD REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS EXTERIOR SWEEP EXTERIOR DWG. NO.: W12 -22 1/4" DIA. ULTRACON © 6" FROM ENDS & 24" O.C. 3 SI CONCRETE Engr. JAVAD AHMAD awn. FLA.. AM PE # 3 70592 C. 538 25- . 3 KSI ONCR.TE d 1 Cal WINDOWS ac DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 MULLION TYPE 1 WIDE STILE -WIDE STILE 502 502 .675 4.812 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 2 VIDE STILE- NARROW STILE 502 -�I .675 511 rn O 4.812 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 3 NARROW S11LE- NARROW STILE G 4.812 .675 L SEALANT EXTERIOR SIDELITE PANEL WIDTH 511 *LF., 1.918 1.062 .675 EXTERIOR SIDELITE PANEL WIDTH EXTERIOR SIDELITE PANEL WIDTH 1.os2 SIDELITE PANEL WIDTH !Ma ID PANEL WIDTH PANEL WIDTH PANEL WIDTH (W) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDM (W) HEIGHT EXf.( +) 228•:•:2. :.�•::� INT.( -) EXL( +) MU-) cf ' 6/8 ) 110.0 104 ,:::•:::�` Vii•: .. 110.0 100.0 110.0 100.0 110.0 ke 110.0 100.0 !Ma ID PANEL WIDTH PANEL WIDTH PANEL WIDTH (W) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDM (W) HEIGHT EXf.( +) INL( -) EXT.( +) INT.( -) EXL( +) MU-) 1/6 2/0 2/6 3/0 3/6 6/8 10.0 110.0 104 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 104 110.0 - - 100.0 110.0 100.0 110.0 - - 10.0 110.0 70.0 70.0 - - 1/6 2/0 2/6 3/0 3/6 7/0 1004 110.0 100.0 110.0 1004 110.0 100.0 110.0 104 1110 100.0 110.0 100.0 110.0 104 110.0 - - 10.0 110.0 100.0 110.0 - - 100.0 1810 - - - - 1/6 2/0 2/6 3/0 3/6 7/6 100.0 110.0 100.0 1110 1010 110.0 10.0 1110 100.0 110.0 70.0 70.0 100 110.0 100 110.0 - - 100.0 1110 70.0 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 8/0 10.0 110.0 10.0 110.0 10.0 110.0 10.0 110.0 100.0 110.0 710 70.0 10.0 110.0 10.0 110.0 - - 10.0 1104 - - - - 1010 104.6 - - - - 1/6 2/0 2/6 3/0 3/6 8/6 10.0 110.0 100.0 110.0 100.0 110.0 100.0 11■.0 104 110.0 - - 10.0 110.0 100.0 10.4 - - no 989 - - - - 70.0 714 - - - - 1/6 2/0 2/6 3/0 9/0 100.0 110.0 104 1104 104 110.0 100.0 110.0 100.0 104.1 - - 98.1 98.1 70.0 70.0 - - 82.9 8229 - - - - 1/6 2/0 2/6 3/0 9/6 70.0 704 70.0 70.0 104 1104 704 70.0 70.0 710 - - 70.0 70.0 - - - - 710 704 - - - -- 1/6 2/0 2/6 3/0 10 /0 704 704 70.0 70.0 70.0 710 704 70.0 70.0 70.0 - - 70.0 704 - - - - 59.9 59.9 - - - - Engv: JAVAD AHMAD CIVIL RA PE # 70592 CAN. 3538 JUN 2 ` 2012 r..tw 11- Mob I DWG. NO.: W12-22 • CG\ WINDOWS ac DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 05 -22 -12 sheet 5 of 7 PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDELITES UNITED TO 18° OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. 7/18" COMPOSITE PANELS 1" COMPOSITE PANELS NOM. PANEL VIDTH NOM. PANEL HEIGHT EXT. f+) INT. ( -) 2/0 2/6 3/0 3/6 6/8 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 2/0 2/6 3/0 3/6 7/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 2/0 2/6 3/0 3/6 7/6 100.0 110.0 100.0 110.0 100.0 110.0 105.0 105.0 2/0 2/6 3/0 3/6 8/0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 2/0 2/6 3/0 3/6 8/6 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 2/0 2/6 3/0 9/0 • 100.0 110.0 100.0 110.0 100.0 110.0 2/0 2/6 3/0 9/6 70.0 70.0 70.0 70.0 70.0 70.0 2/0 2/6 3/0 10/0 70.0 70.0 70.0 70.0 70.0 70.0 LOADS 7 ARE FOR DOORS USING THRESHOLDS IN NW CONDITION & SS2 WHERE WATER INFILTRATION REQUIREMEN NY ARE NOT APPLICABLE. --- PANEL WIDTH OUTSWING (SADDLE) PANEL WDTHH!ANEL. WIDTH RESIDENTIAL (SADDLEI a ) PANEL WIDTH THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO Dj'; 'ivRMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDEUTE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. Engr: JAYAD AHMAD CML FYA.'PE # 70592' CAN. 3538 DWG. NO.: W12 -22 • EI WINDOWS 8c DOORS 10100 northwest 25 street miami, florid° 33172 product : Series 450 Outswing Doors & Sidelites date : 05 -22 -12 sheet 6 of 7 6° 24° -gam 9 PANEL WIDTH SINGLE DOOR OR SIDELITE -MUWON ANCHORS AT SIDEUTE MTG. STILE ANCHORS 6° 24° -1 I MAX. 1 I I �iitllt 3° MIN. TIP. ANCHOR SPACING PANEL WIDTH PANEL WIDTH DOUBLE DOOR 3° MIN. TYP. ANCHOR SPACING CLUSTER OF ANCHORS 3 4,5OR6 (3) 2 AT SDEUTE 1 AT DOOR (5) 3 AT SIDELITE 2 AT DOOR SEE CHART FOR CAPACITY PANEL WIDTH PANEL WIDTH g P- 1 MULLION ANCHORS AT SIDELITES i• s_ ,. . 1 Ir DIMS. �:'i•:•; •. ;fir•; y:::::'•:•:5. TYPE 'B' ::x.:•;::.•.;.5. ..�•. i..:: -.:' NOMINAL TYPE 'D' & TYPE 'C' AT SS1 SILL TYPE 'C' AT S-0 & S82 SILL 2 PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 8 ANCHORS CLUSTER OF 3 ANCHORS PANEL WIDTH PANEL WIDTH g P- 1 MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACITY -PSF DIMS. DESIGN LOAD CAPACITY -PSF TYPE 'B' TYPE 'C' NOMINAL TYPE 'D' & TYPE 'C' AT SS1 SILL TYPE 'C' AT S-0 & S82 SILL PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 8 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHOR CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 100.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 105.7 110.0 110.0 110.0 110.0 81.1 110.0 110.0 110.0 110.0 44.5 110.0 110.0 110.0 110.0 68.0 90,7 110.0 110.0 110.0 70.4 93.9 110.0 110.0 110.0 58.6 78.1 110.0 101.3 110.0 60.4 80.5 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 95.6 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.7 110.0 110.0 110.0 110.0 77.2 103.0 119.0 110.0 110.0 80.5 107.4 110.0 110.0 110.0 64.8 88.4 110.0 110.0 110.0 67.1 89.5 110.0 110.0 110.0 55.8 74.4 110.0 96.5 110.0 57.5 76.7 110.0 108.0 110.0 2/0 2/6 3/0 3/6 7/6 89.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 94.0 110.0 110.0 110.0 110.0 72.1 96.2 110.0 110.0 110.0 752 100.3 110.0 110.0 110.0 60.5 80.7 110.0 104.6 110.0 62.7 83.6 110.0 110.0 110.0 52.1 693 104.3 90.1 110.0 53.7 71.6 107.4 100.9 110.0 2/0 2/6 3/0 3/6 8/0 83.7 111.6 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/0 88.2 110.0 110.0 110.0 110.0 67.7 90.2 110.0 110.0 110.0 70.5 94.1 110.0 110.0 110.0 588 75.7 110.0 981 110.0 588 78.4 110.0 110.0 110.0 489 65.2 97.8 84.5 107.8 50.4 67.2 100.8 94.6 110.0 2/0 2/6 3/0 3/6 8/6 78.8 105.1 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/6 83.0 110.0 110.0 110.0 110.0 83.7 84.9 110.0 110.0 110.0 66.4 88.6 110.0 110.0 110.0 53.5 71.3 106.9 92.4 110.0 55.4 73.8 110.0 103.9 110.0 46.0 61.4 92.1 799 101.5 47.4 63.3 94.9 89.1 110.0 2/0 2/6 3/0 9/0 74.5 99.3 110.0 110.0 110.0 2/0 2/6 3/0 9/0 78.5 104.6 110.0 110.0 110.0 60.2 80.3 110.0 104.0 110.0 62.8 83.7 110.0 110.0 110.0 50.5 67.3 110.0 87.3 110.0 52.3 69.7 104.6 98.2 110.0 2/0 2/6 3/0 9/6 70.6 94.1 110.0 110.0 110.0 2/0 2/6 3/0 9/6 74.4 99.1 110.0 110.0 110.0 57.0 76.1 110.0 98.8 110.0 59.5 79.3 110.0 110.0 110.0 47.9 63.8 95.7 82.7 105.6 49.6 66.1 99.1 93.1 110.0 2/0 2/6 3/0 10 /0 67.1 89.4 110.0 110.0 110.0 2/0 2/6 3/0 10/0 70.7 94.2 110.0 110.0 110.0 54.2 72.3 108.4 93.7 110.0 563 75.4 110.0 108.1 110.0 453 60.6 91.0 78.6 100.3 47.1 62.8 94.2 88.4 110.0 ANCHORS; TYPE 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KS, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY EDGE DISTANCES INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1° MIN. TYPE 'C'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy=155 KSI) DIRECTLY INTO CONCRETE 1 -3/4° MIN. EMBED INTO CONC. EDGE DISTANCES INTO CONCRETE = 2 -1/2° MIN. CONCRETE fc ■ 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm ■ 2000 PSI MIN. -AT HEAD AT HEAD OR SILL Engr. JAVAD AHMAD CMgL FIA. PE '3 70592 C.A.N. 538 TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6° FROM CORNERS MAX. SPACING 24° O.C. AT HEAD & SILL. wppwvNs MME 0000 netrig STEPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 6. DWG. NO.: W12 -22 • CG\ WIN IDOWS 8c DOOFS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 05 -22 -12 sheet 7 of HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. ti'sb ,V 4r'°.' 1-14. PANEL CORNER IIETAIL EXTERIOR #12 SCREWS. 2/ END (SS2) INTERIOR 1'014_ ;.1 • t 1 \ i 'CPR EXTERIOR #12 SCREWS 3/ END Engr. JAVAD AHMAD CML FLA. Pf l 70592 CAN. 3539 (SO) STD. SILL CORNER DETAIL JU 9 2012 2X2X1/4" ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR 0 INTERIOR 2 X 2 X 1/4° ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR INTERIOR ADA SILL 0 MULLION iiiiioNifft r DWG. NO.: W1 2-22 SY • EL WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 05 -22 -12 sheet 7.1 of 7 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 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 (Irt 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 "238" Outswing Aluminum Casement Window — L.M.I. MIAMI DADS COUNTY; FLORIDA PRODUCT CONTROL SECTION • 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F'(786) 315 -2599 www.miamidadc.gov /pera/ APPROVAL DOCUMENT: Drawing No. W98 -100, titled "Series-238 Aluminum Casement Window ", sheets 1, 1,1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98, prepared by Al— Farooq Corporation, with the latest revision "F" dated 02/21/12, signed and sealed by Javad Ahmad, 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. LIMITATIONS: Glass lifts wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. 08- 1010.02 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. Gascon, P. E. NOA No. 12 -0229.08 fD �t; . OP DRAWING REVIEW Ex' ^''ration Date: October 26, 2013 r,.� V 0 Rejected; Reline itnd Fikittiaii4 �+> �ro�� t' � �� 7 Not H�,+ewo�+ Approval Date: May 10, 2012 fier a t iS drawtrq le limited to panes,' Page 1 11 i in Me project design concepts and oer,t►rti �b,r�.turtc:e 'stir im; +ntisiit>n pr i IW+tns ead /or project specifications o,hFy end is nut intended to be a nitrite kn t4 tctnt maternal required or that ail items requhud are gik&Mn, This review F'haU riot teeiievu the -lntractor iron the resportsibliity of details ut denten, dinroirstoris, it* Cemlitiotr.,, rbttSttuctiatt mews and osethu4s, COGrdino;i,n with orhis Haden, Ed piny Olds, tht1uj7'51*11)04 of the piaht, It q 3citiceticrrs or contract Any rldfrions nn NA :Ono (!)T, ,I(>iy Made tr/ Nark €: Rbdtjd% lac. led riot 1:10 mossiest to autnesize a tia:0o *eft tot!. G Rhiref 4i eleg143tiagei(MS 31117 o'dawtlM 4143Ve i p 9i) it,l b!!i ifi7M.4 M tented tri 16.400 °`hmt and OAS roe, Cw15 ittl 2 d tit)ti4 ,tta ' (rr t;7i t4i4 hpn4; 11Y f+Lo5 r tr sve trig deOiritri Nits:rs from f1_ raiporrcic lily G? ?trio drt :fic et r ►rf r „qty atti r irifiri CO sftftii. paretE. Ikleiet., kr. t, ;, kivx§fiL.avik7 nlir )I -V CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-1010.02,01-1002.03 and 96-0417.03) 2. Drawing No. W98-100, titled "Series-238 Aluminum Casement Window ", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98, prepared by Al- Farooq Corporation, with the latest revision "F" dated 02/21/12, signed and sealed by Javad Ahmad, 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) Forced Entry Test, Type "B-A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588 -04, AAMA 1304 -02 and per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No.'s HTL- 0080 -- 0301 -07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, dated 09 /21 /07.and 10/12/06, both signed and sealed by Vinu J. Abrahaxn, P. E. (Submitted under previous NOA No. 08- 1010.02) 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 outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI --08 -2143, HETI ---08 2144, HETI - 08 -4287 and HETI --07 -4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 1010.02) 3. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading, per SFBC, PA 203-94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL -0080- 0303 -96 and HTL-0080- 1107 -98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 96-0417.03 and 01- 1002.03) Jaime D. Gaston; P. E. Product Control Section Supervisor NOA No. 12 -0229.08 Expiration Date: October 26, 2013 Approval Date: May 10, 2012 E -1 • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per ASTM E283 and SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per ASTM E547, ASTM E331 and SFBC, PA 202-94 4) Forced Entry Test, Type "B—A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588 -94, AAMA 1302.5 -76 and per SFBC, PA 202-94 5) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987 -88 6) Standard Test Method for Determination of Operating Force of Windows and Doors per ASTM E 2068 -94 along with marked up drawings and installation diagram of alum. casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -1003 and FTL -1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under previous NOA No. 96- 0417.03) C. CALCULATIONS Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/22/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass,; Interlayer" dated 05/26/10, expiring on 01/14/17. 3. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05 /05/11, expiring on 05 /21/16. 4. Notice of ' Acceptance No. 08- 0520.08 issued to Solutia Inc. for their " Vanceva Composites used for lamination of glass" dated 7/1.7/2008, expiring on 12/11/2013. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 11/15/11, signed and sealed by Javad Ahm. • P. E. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12- 0229.08 Expiration Date: October 26, 2013 Approval Date: May 10, 2012 E -2 CM -Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letters for Test Reports No.'s HTL-0080-0301-07 for specimen A & B and HTL- 0080 - 0905 -07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08- 1010.02) 3. Laboratory compliances letters for Test Reports No.'s HETI08- -2143, HETI.08 -2144, HETI 08 -4287 and HETI 07 -4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 1010.02) 4. Laboratory compliance letters for Test Reports No.'s HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 96-0417.03 and 01-1002.03) 5. Laboratory compliance letters for Test Reports No.'s FTL -1003 and FTL -1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P. E. (Submitted under previous NOA No. 96-0417.03) OTHERS 1. Notice of Acceptance No. 08- 1010.02, issued to CGI Windows & Doors for their Series "238 Outswing Aluminum Casement Window L.M.I. ", approved on 12/11/08 and expiring on 10/26/13. Jaime D. Gascon, P. E. Product Control Section Superviio' NOA No. 12-0229.08 Expiration Date: October 26, 2013 Approval Date: May 10, 2012 E--3 sheet 1 of 7 ) SNUBBER AT IMPACT WINDOWS DNLY WINDOW WIDTH EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. GENERAL WINDOW SECTIONS FLANGE FRAME STEP 1 STEP 2 STEP 3 STEP 4 STEP @ DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS AU. SIZES D.L. OPG. 2 /2" VENT WIDTH WINDOW WIDTH WINDOW WIDTH VENT WIDTH WW -2" D.L OPG. WW -7" 6” MAX. TYP. HEAD /SILL CORNERS MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE /TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 42" 83" 84 "' LOCK POINTS 2 3 4 NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. -4 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.6.4. 24" MAX. TYP. AT HEAD /SILL TYPICAL ELEVATION (FLANGE FRAME) 0 d tog 6 r2 SURFACE APPLIED FALSE HUNTINS OPTIONAL io FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as complying 1 do I1kkl r1da Building Acceptance No — .A4bmi Dacia Pro 'FEB 2` NV. Control co CO .) U 0 O z 8 8 SERIES -238 ALUMINUM c 0 Q U A 4 1 a 0 v 8 0 s a Forst 6 drowing no. W98 -100 SNUBBER AT IMPACT WINDOWS ONLY GENERAL WINDOW SECTIONS EQUAL LEG FRAME, a a= W M 0 WINDOW WIDTH VENT WIDTH WW-1 1/2° D.L. OPG. WW- fi 1/2" 8° MAX. TYP. HEAD /SILL CORNERS 8 1. ° CAM LOCKS 2 LOCK POINTS ALL SIZES J VENT WIDTH WINDOW WIDTH EXTERIOR J FOR GLASS TYPES, REFER TO SHEETS 3 AND 4, II .t 0.1_ OPG. 2 1/2° VENT WIDTH 3/4° WINDOW WIDTH MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 42° 2 133° 3 84° 4 o to \ SURFACE APPLIED FALSE MUNTINS OPTIONAL 124° MAX. TYP. AT HEAD /SILL TYPICAL ELEVATION (EQUAL LEG FRAME) .ti pr. AwAD'. mika t'REVISED CiV(i a9 RODUCT ,onihlying with do Flotlde PM PE 6 70P2 . ' 4n#t$ns Code �., • GA.N.t3538 At sinnceNo ► eta %iLare. I- EU22ZO1z to U 2 r 0 a 200$ 6 Ii I� 1 YI 0 N 4 6 drawing no. W98 -100 sheet 1.10f 7 sheet 2 of 7 ) ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUN. CORNER KEY .060 THICK ST. STEEL 0 03 3 0 8 U CORNER KEY .062 THICK ALUMINUM FLANGE FRAME VENT (5/16" LAM. GLASS) EQUAL LEG FRAME VENT (INSUL. LAM. GLASS) ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE. /SUPPLIER/REMARKS 1 CM-373 4 FLANGE FRAME 6083 -T6 INDALEX OR EQUIV. IA COI -397 4 EQUAL LEG FRAME 6063 -T6 INDALEX OR EQUN. 2 CM-378 4 VENT (8/16" LAM. GLASS) 6083 -T6 INDALEX OR EQUIV. 28 CO-381 4 VENT (INSUL LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. 2C CM -385 4 VENT (7/16" LAM. GLASS) 6063 -T8 INDALEX OR EQUAL 3 CGI -375 4 OGEE GLAZING BEAD 6063 -75 INOALEX OR EQUN. 3A CGI-398 4 SQUARE GLAZING BEAD 6083 -T5 INDALEX OR EQUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. DILtL ^ 6 AP -425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0200 X190 AS REOD. VENT WEATHERSTRIPPING - SCHLEGEL Q -LON 8 35 -10- 00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS 9 24 -13- 00-202 2/ VENT FACE MOUNT LOCK SII±L TRUTH, ATTACHED W/ (2) r8 X 3/8" SMS 9A - 2/ VENT MULTI POINT LOCK - - 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CM, ATTACHED W/ (2) #10 X 3/8" SS SMS 11 23 -20-00 -101 1 OPERATOR HANDLE STEEL TRUTH, ATTACHED W/ (2) /8 X 3/8" SS SMS 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1 -1/4" SS SMS VENT (7/16" LAM. GLASS) CGI -375: OGEE GLAZING STOP .753 .808 .830 .617 ,pm-396: SQUARE GLAZING STOP • PRODUCT REVISED I:a aomplyiug with the Florida • ITtd'LdingCede 10. Akiceptence No s. Dade ' , duct Fe 2 2 2412 8 8 Z f t7i c 216 50 .0 O 0 0 U n • 5 5 W drawing no. W98 -100 (sheet 3of 7 ) 1/8" ANN. GLASS .090 INTERLAYER SAFLEX PVB BY 'SOLUTIA' 1/8" ANN. GLASS SILICONE GE-1200 DOW '995 DOW 999 6/16" NOMINAL GLASS TYPE '2' 3/16" ANN. GLASS - .090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS - .075 VANCEVA STORMGLASS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' 3/16° ANN. GLASS SILICONE GE -1200" DOW 995 DIN 899 7/18" NOMINAL GLASS TYPE '3' 3/16" HEAT STREN'D GLASS - .090 SAFLEx PVB BY 'SOLUTIA' INTERLAYERS - .075 VANCEVA STORMGLASS BY 'SOULTIA' --- .090 SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS 7/16" NOMINAL GLASS TYPE '6' SILICONE GE -1200 DEW 995 DOW 899 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THEN! 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES 01? IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. ( -) EXT. (+) t NT. ( -) WIDTH HEIGHT EXT. (+) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1 NT. ( -) 20° 24" 28° 30° 32" 35° 40" 42° 38" 110.0 194.3 110.0 195.0 110.0 195.0 20" 24" 28" 30° 32° 68" 86.7 8B.7 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 64.2 84.2 110.0 120.0 110.0 120.0 110.0 129.5 110.0 195.0 110.0 195.0 60.6 60.6 110.0 120.0 110.0 120.0 110.0 121.4 110.0 195.0 110.0 195.0 57.5 57.5 110.0 120.0 110.0 120.0 107.9 107.9 110.0 195.0 110.0 195.0 20" 24" 28" 30" 32" 72° 66.4 86.4 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 - - 48.9 48.9 110.0 120.0 110.0 120.0 20" 24" 28° 30" 32° 38" 40° 42° 42" 110.0 186.5 110.0 195.0 110.0 195.0 46.0 46.0 110.0 120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 43.6 43.6 110.0 120.0 110.0 120.0 110.0 118.9 110.0 195.0 110.0 195.0 20° 24" 28" 30° 7E1" 52.0 52.0 110.0 120.0 110.0 120.0 110.0 111.0 110.0 195.0 110.0 195.0 43,8 43.8 110.0 120.0 110.0 120.0 104.1 104.1 110.0 195.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 - - 110.0 120.0 - - 83.3 83.3 110.0 120.0 110.0 120.0 20" 24" 28° 84" 41.5 41.5 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 - - 34.9 34.9 110.0 120.0 110.0 120.0 20" 24" 28" 30° 32" 36" 40" 42° a" 110.0 145.7 110.0 195.0 110.0 195.0 - - 110.0 120.0 - - 110.0 121.4 110.0 195.0 110.0 195.0 19-1/8" 26 -1/2" 37° 42° 28" 110.0 195.0 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 110.0 195.0 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 110.0 145.4 110.0 195.0 110.0 195.0 91.1 91.1 110.0 120.0 110.0 120.0 110.0 128.1 110.0 195.0 110.0 195.0 80.9 80.9 110.0 120.0 110.0 120.0 19 -1 /8" 26- 1/2 " 37° 42" -3/8" 110.0 190.6 110.0 195.0 110.0 195.0 72.8 72.8 110.0 120.0 110.0 120.0 110.0 137.5 110.0 195.0 110.0 195.0 69.4 69.4 110.0 120.0 - - 98.5 98.5 110.0 194.5 110.0 120.0 20" 24° 28" 30 "" 32" 36" 40" 42" 110.0 129.5 110.0 195.0 110.0 195.0 86.8 86,8 110.0 120.0 110.0 120.0 98.0 107.9 110.0 195.0 110.0 195.0 19 -1/8" 26 -1/2" 37° 42° 50 -5/8" 110.0 144.5 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 99.7 104.3 110.0 195.0 110.0 195.0 84.4 86.3 110.0 120.0 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120,0 110.0 120.0 19 -1/8" 26 -1/2" 37° 63° 96.7 104.2 110.0 195.0 110.0 195.0 64.8 64.8 110.0 120.0 110.0 120.0 74.9 77.9 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 - - 60.0 60.0 110.0 120.0 110.0 120.0 ' 20" 24" 28° 30° 32° 38" 60" 98.8 112.6 110.0 195.0 110.0 195.0 19 -1/8" 26 -1/2" 74 --1/4" 83.0 63.0 110.0 195.0 110.0 120.0 85.8 95.4 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 76.7 63.3 110.0 120.0 110.0 120.0 NOTE: LOAD /AREA LIMITS FOR + 110.0, +110.0, -120.0 PSF = 16.34 SQ. FT. -195.0 PSF = 10.00 SO. FT. 73.2 77.7 110.0 120.0 110.0 120.0 70.2 72.8 110.0 120.0 1 10.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC --219 1E 0 •UkrittF tMAD. PRODUCFREVTS2D D CYIode the Florida ,,4%.14:41173.°957, 1p • r ,, .Aieot{ Dad cI Control FEB %92 a a 8 O a z 2 Ow cI ,o et V 1 o Zola Scala 1/2• a l" drawing no. W98 -100 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS 1/8° TEMP. GLASS AIR SPACE 1 /8" TEMP. GLASS .090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS C .075 VANCEVA STORMGLASS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' 1/8" ANN. GLASS 3/4" INSULATED GLASS TYPE '211' SILICONE GE -1200 DOW 995 DOW 899 .090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS .075 VANCEVA STORMGLASS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' /8" TEMP. GLASS SILICONE GE -1200 DOW 995 DOW 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. (+) 1NT. ( -) 20" 24" 28" 30" 32" 36" 40" 42" 36" 110.0 194.3 110.0 195.0 20° 24° 28" 30° 32" 66° 86.7 86.7 110.0 169.0 110.0 161.9 110.0 195.0 73.4 73.4 110.0 120.0 110.0 138.8 110.0 195.0 64.2 64.2 110.0 120.0 110.0 129.5 110.0 195.0 60.6 80.6 110.0 118.2 110.0 121.4 110.0 195.0 57.5 57.5 110.0 112.2 107.9 107.9 110.0 195.0 20" 24" 28" 30" 32" 72" 66.4 66.4 110.0 120.0 97.1 97.1 110.0 120.0 58.1 56.1 109.3 109.3 92.5 92.5 110.0 120.0 48.9 48.9 95.3 95.3 20" 24" 28" 30° 32° 36" 40° 42" 42" 110.0 188.5 110.0 195.0 48.0 46.0 89.8 89.8 110.0 138.8 110.0 195.0 43.6 43.6 85.0 85.0 110.0 118.9 110.0 195.0 20" 24" 28° 78" 52.0 52.0 101.3 101.3 110.0 111.0 110.0 195.0 43.8 43.8 85.4 85.4 104.1 104.1 110.0 120.0 38.1 38.1 74.3 74.3 92.5 92.5 110.0 120.0 20° 24" ° 41.5 41.5 80.8 80.8 83.3 83.3 110.0 120.0 34.9 34.9 88.0 68.0 79.3 79.3 110.0 120.0 19 -1/8" 26 -1/2° 37" 42" 26" 110.0 195.0 110.0 195.0 20" 24° 28° 30" 32" 36" 40" 42° 48° 110.0 145.7 110.0 195.0 110.0 203.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 145.4 110.0 195.0 104.1 104.1 110.0 120.0 110.0 128.1 110.0 195.0 97.1 97.1 110.0 120.0 19 -1/8° 26 -1/2" 37" 42° 38 -3/8" 110.0 190.6 110.0 195.0 91.1 91.1 110.0 120.0 110.0 137.5 110.0 195.0 80.9 80.9 110.0 120.0 98.5 98.5 110.0 120.0 72.8 72.8 110.0 120.0 86.8 86.8 110.0 120.0 69.4 69.4 110.0 120.0 19 -1/8" 28 -1/2" 37° 42" 50 -5/8" 110.0 144.5 110.0 195.0 20° 24" 28" 30° 32" 36" 40" 42" 54" 110.0 129.5 110.0 195.0 99.7 104.3 110.0 195.0 98.0 107.9 110.0 195.0 74.7 74.7 110.0 120.0 92.5 92.5 110.0 120.0 65.8 65.8 110.0 120.0 84.4 86.3 110.0 120.0 19 -1/8° 28 -1/2" 37" 63" 96.7 104.2 110.0 195.0 80.9 80.9 110.0 120.0 74.9 77.9 110.0 120.0 71.9 71.9 110.0 120.0 60.0 60.0 110.0 117.0 64.8 64.8 110.0 120.0 19 -1/8" 26 -1/2" 74 -1/4" 63.0 63.0 110.0 120.0 61.7 61.7 110.0 120.0 46.8 48.6 90.9 90.9 20" 24" 28" 30" 32" 36" so 98.8 112.6 110.0 195.0 NOTE: LOAD /AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SO. FT. 85.8 95.4 110.0 120.0 76.7 83.3 110.0 120.0 73.2 77.7 110.0 120.0 70.2 72.8 110.0 120.0 64.8 64.8 110.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY 6:CATEMENT DCA05- DEC -219 •, ., ; RODUCTREVISED JAVpq�AyMAO,, q ypIy�� j Florida G�, FL)4'PEECM11Q_77,,0-592 ceding COdS �,w i C.A.N. ,�4+7P:" AetopRLnceNO z ;6 g gi 0 IL Rg paaoa� oorie 0 037 0. O 8 0 z z z g lA 0 0 n 0 S 00 0 0 0 a 0 0 0 W 4 DEB2Sal?. .11 drawing no. W98 -100 (sheet 4 of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 -1/2° MIN. INSTALLATION TYPE '1' 1 3/8" ••••..v '1 2 1/8" I WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 -1/2" MIN. INSTALLATION TYPE '2' 2 1/8° MIN. WOOD BUCK TYPE '2' •MAJERIA,: PRESSURE TREATED TYPICAL INSTALLATION DEJAIL ON ALL FOUR SIDES /USING WOOD SEALANT TYPICAL. ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION •o BUCK INSTAL ATION BY OTHERS N r INSTALLATION TYPE '3' 1 3/8" 2 7/8" WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD ALUM CHANNEL 3/4" X 1" X 3/4" X 1/8" 2 -1/2° LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION • • .Q' . ,G q BOCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8° MIN. WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TY ICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD ALT. ANCHOR LOCATION WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS i `• PRQ)JtiC7 RRWSED �.:ngr. JAVAO AH D as eumpl rIn with L6e F�knda FLAt, RE0582 : A,:cep� �� Product Cam: t' >;EB %9zovi J Ri O u. o V og 0 0 O 0 0 z S -238 ALUMINUM o 0 0 n O 0 R 8 0 tG 0 8 O a W N 4 LL 1 drawing no. W98 —loo (sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRPTION 2 -1/2" MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' .6IATEBIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAII,. ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION th 4 vV 4 • BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1� 2 7/8" WOOD BUCK TYPE '3' .MATERIAL: PRESSURE TREATED IYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL, ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 4 :vG 1" MIN. 2 -1/2" MIN. INSTALLATION TYPE '2' 2 1/8" MIN. WOOD BUCK TYPE '2' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 4 • 1" MIN. 4 • 2 1/6° I MIN. BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MADERA,: PRESSURE TREATED TYPICAL INSTALLATION_ DETAIL. ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Ate, fACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING IFUSEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS End ,Y \`FLA. PE 9;4408662. ' r. PRODUCT REVISED as complying wile tiw Florida •. s�n'ldiag Ccda �wA.?Z AcceptanceNo• My Miami Product Comm' FEB 2 2012. 8 rz 0. Lr. 1. 8t d o lisgulas h 1 N N. 8 co Z ow csj O .N z ZjL:: _ O CD g description 2 .o m o c W 1a. g• r— drawing no. W98 -100 (sheet 5.1 of 7 v (sheet 6 of 7 ) PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS '6 /0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10" 0.C. AT 17° 0.C. AT 10° 0.C. WIDTH HEIGHT EXT.( +) /INT.( -) EXT.( +) /INT.( -) EXT.(+) /INT.(-) EXT.( +)/INT.(-) 20" 24° 28" 30° 32° 38" 40° 42" 36" 195.0 195.0 192.0 195.0 195.0 195.0 160.0 195.0 192.9. 195.0 137.1 182.9 180.0 195.0 128.0 170.7 168.8 195.0 120.0 160.0 150.0 195.0 106.7 142.2 135.0 180.0 96.0 128.0 128.6 171.4 91,4 121.9 20° 24" 28" 30" 32° 36" 40" 42° 42° 195.0 195.0 164.6 195.0 192.9 195.0 137.1 182.9 165.3 195.0 117.6 156.7 154.3 195.0 109.7 146.3 144.6 192.9 102.9 137.1 128.6 171.4 91.4 121.9 115.7 154.3 82.3 109.7 110.2 146.9 78.4 104.5 20" 24" 28" 30 "" 32" 38° 40° 42° 195.0 195.0 192.0 195.0 195.0 195.0 160.0 195.0 192.9 195.0 137.1 171.4 180.0 195.0 128.0 180.0 188.8 195.0 120.0 150.0 150.0 187.5 108.7 133.3 135.0 168.8 96.0 120.0 128.6 160.7 91.4 114.3 20" 24" 28" 30° 32° 36° 40" 42" ° 195.0 195.0 170.7 195.0 195.0 195.0 142.2 195.0 171.4 195.0 121.9 182.9 160.0 195.0 113.8 170.7 150.0 195.0 106.7 160.0 133.3 195.0 94.8 142.2 120.0 180.0 85.3 128.0 114.3 171.4 81.3 121.9 20° 24" 28" 30° 32" 36" 60 195.0 195.0 153.8 195.0 180.0 195.0 128.0 192.0 154.3 195.0 109.7 184.8 144.0 195.0 102.4 153.6 135.0 195.0 96.0 144.0 120.0 180.0 85.3 128.0 20° 24" 28" 30" 32° 66" 195.0 195.0 174.5 195.0 195.0 195.0 145.5 195.0 175.3 195.0 124.7 174.5 163.6 195.0 116.4 162.9 153.4 195.0 109.1 152.7 20" 24° 28" 30" 32" 72° 195.0 195.0 160.0 195.0 187.5 195.0 133.3 186.7 160.7 195.0 114.3 160.0 150.0 195.0 106.7 149.3 140.8 195.0 100.0 140.0 20° 24" 28° 30° ?8" 195.0 195.0 147.7 195.0 173.1 195.0 123.1 195.0 148.4 195,0 105.5 168.8 138.5 195.0 98.5 157.5 20° 24" 28" 84" 195.0 195.0 164.6 195.0 195.0 195.0 137.1 195.0 165.3 195.0 117.6 176.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.0. AT 10" 0.0. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.( +) /INT.(-) 19-1/8" 26-1/2" 37 ". 26° 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0. 195.0 143.7 143.7 19-1/8" 26-1/2" 37° 38 -3/8° 195.0 195.0 188.4 195.0 191.2 195.0 135.9 181.3 136.9 182.6 97.4 129.8 19 -1/8" 26-1/2" 37° 50 -5/8" 195.0 195.0 190.4 195.0 193.2 195.0 137.4 171.7 138.4 173.0 98.4 123.0 19 -1/8° 26-1/2" 37° 6.3" 195.0 195.0 153.0 195.0 155.3 195.0 110.4 193.2 111.2 194.6 79.1 138.4 19 -1/8° 26-1/2* 74 -1/4" 195.0 195.0 152.2 195.0 164.7 195.0 117.1 187.4 ANCHORS W/0 S : CLIP ANCHORS WITH SHEAR CLIP TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. KWIK -CON 11 BY 'HILT]' (Fe =183 KSI, Fy".157 KM) 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY i14 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f "c = 3Q00' 1.41$: MASONRY f'm m 1500" (':&41N.` • ',1Engr JAVA0,AHt At) , \‘' \11:C 1 Y& 70592 r r PRODUCT REVISED as complying with the Florida Building Code M., Acceptance No 1.4. AV'. Miami Dade Product Contra F537, %Nvi- 21,13 Z w 0 0 8 2 fh�i 0 3 M s N z „ to S" cn c 0 g. c 0 9 a 8 0 8 8 0 8 8 N 0 0 0 0 w 4 1 drawing no. W98 -100 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. p0, ( +) INT. ( -) WIDTH HEIGHT 20" 19 -1/8" 195.0 24° 26 -1/2° 195.0 28" 37" 195.0 30" 19 -1/8" 194.4 32° 36" 182.3 36" 37" 162.0 40" 19 -118" 120.0 42" 28 -1/2° 120.0 20" 37" 195.0 24° 19 -1/8" 195.0 28° 26 -1/2° 178.5 30° 37" 168.6 32° 42" 120.0 36° 120.0 40" 26 -1/2° 120.0 42° 119.0 20" 195.0 24° 195.0 28" 120.0 30" 120.0 32" 48" 120.0 38" 120.0 40" 120.0 42" 120.0 20" 195.0 24" 195.0 28° 120.0 30" 120.0 32° 54" 120.0 36" 120.0 40" 120.0 42° 120.0 20° 195.0 24° 120.0 28" 120.0 30" ao° 120.0 32" 120.0 36" 120.0 20" 169.0 24" 120.0 28" 66" 120.0 30° 118.2 32" 112.2 20" 120.0 24" 109.3 28" 72" 95.3 30' 89.8 32" 85.0 20" 101.3 24° 78° 85.4 28° 74.3 20 "" 84 80.8 68.0 24" PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT. ( +) WIDTH HEIGHT INT. ( -) 19 -1/8" 195.0 26 -1/2° 26" 195.0 37" 195.0 19 -1/8" 195.0 26 -1/2° 38 -3/8" 195.0 37" 120.0 19 -118" 195.0 28 -1/2° 50 -5/8° 195.0 37" 120.0 19 -1/8" 195.0 26 -1/2° 63" 120.0 37" 117.0 19 -1/8° 120.0 74 -1/4" 90.9 26 -1/2° ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 8 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. #14 SMS AT 6° FROM ENDS 17" 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD /SILL A 1 /4" DIA. KWIK- CON /ULTRACON 1 -1/4" MIN. CONC. EMBED AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS ` 24" 0.C. MAX. AT HEAD /SILL INSTALLATION TYPE '5' ALUMINUM BUCK 6063 -76 #14 SMS AT 8" FROM ENDS 17° 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD /SILL 1" MIN. INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEM OPTIONAL COVER 6063-16 #14 SMS 1 -1/2" MIN. WOOD EMBED AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL PRODUCT REVISED as aomplyingwIb the Florida Building Cade i. Acaephum No 1,4 a, • Miami Pro • uct Contro va u e 8 0 a a a o m g4- ; oho 0 0w • 1 8 drawing no. W98 -loo (sheet 7of 7 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 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 "238" Aluminum Project —Out Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W99 -04, titled "Series 238 Alum. Project Out Window ", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 01/21/99, prepared by Al Farooq Corporation, with the latest revision "F" dated 01/26/12, signed and sealed by Javad Ahmed, 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. LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per FBC requirements. 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. 08- 1010.03 and consists of this page 1, evidence pages 11, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.govIperat MIAMIOADE COUNTY APPROVED SHOP DRAWING REVIEW NOA No. 12-0214.05 p Expiration Date: October 31 2013 Nejaclett Revise' and Resubmit Not Review ij Approval Date: May 03 2012 tic ;g is ilmiucr;] to potu.v fiesivi concepts and (octal ct Page 1 I ci !Maas anri /or project intended to be with Information P �e specifications only, and Is not intended to be a ve:ifi:afton of hi-AU rsyuired or that ail items required or shown;. reri;iar shad not relieve His ? ac�xr fburn the resosnslbillty ct detbils of design, dimensions. jet conditions, canstrectiort and mathuds, coordination with other trades, or any other regeireaente of the (.fans. ' : !citicatiors ur eonhsct. kny notations on this shop drawing Made by Mark E. P.EZrglen, Inc. ;tiia7 nth ha construed to authorize additional week cost. per +itrrr of design calculie;ons and drawings prepared by Specialty Engineers Is limited to design inient and does not constitute a detailou check of calculations. no 401E it Nitwit rr,s Specialty Engineers from the responsibility of the detailing of the specialty component or system. fiat E. krarlon, ins. By Pre»ct f9iene /Ur fro. CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.'s 96-0717.04, 99- 0329.02, 06-1010.01 and 08- 1010.03) Drawing No. W99 -04, titled "Series --238 Alum. Project-Out Window ", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 01/21/99, prepared by A1- Farooq Corporation, with the latest revision "F ", dated 01/26/12, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, Type "B-A" hinged window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL-0080- 0301 -07 and HTL- 0080 - 0905 -07, dated 08/08/08, all signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No 08- 1010.03) 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 project- out window, prepared by Hurricane Engineering & Testing, Inc. Reports No.'s HETI -0$ 2143, HETI -08- -2144, HETI -07 -4298 and HETI --07 -4287, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA No. 08-1010.03) 3. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, Type "B-A" hinged window, Grade 10, per SFBC 2411 3.2.1, PA 202 -94, per ASTM F 588-94 and per AAMA 1302.5 -76 Test "A" 3.1.1 through 3.1.3 Test "C" along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -1055 and FTL_1019, dated 10/18/94, signed and sealed by Yamil Kuri, P. E. (Submitted under previous NOA No. 96- 0717.04) E--1 Jaime D. Gascon . E. Product Control Section Supervisor NOA No. 12- 0214.05 Expiration Date: October 31, 2013 Approval Date: May 03, 2012 CGI Windows & Doors NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201 -94, 2) Cyclic Wind Pressure Loading per SFBC, PA 203-94, along with marked -up drawings and installation diagram of an aluminum casement Window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL- 0080 - 0303 --96 and HTL- 0080 - 1107 -98, dated 09/08/96 and 12/23/98, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA's No.'s 96-0717.04 and 99-- 0329.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/01/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0520.08 issued to Solutia, Inc. for their "Vanceva Composites Glass Interlayer" dated 07/17/08, expiring on 12//11/13. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 3. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass @ Interlayer" dated 05/26/2010, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010; dated 01/23/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Reports No.'s HTL- 0080 - 0301-07 and HTL-0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08, all signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08- 1010.03) 3. Laboratory compliance letters for Test Reports No.'s HETI - 082143, HETI-08-2144, HETI -07 -4298 and HETI -07 -4287, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 1010:03) E -2 Jaime D. Ca con, P. E. Product Control Section Supervisor NOA No. 12-0214.05 Expiration Date: October 31, 2013 Approval Date: May 03, 2012 CGI Windows & Doors .NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letters for Test Reports No.'s FTL -1055 and FTL -1019, issued by Fenestration Testing Laboratory, Inc., dated 10/18/94, signed and sealed by Yamil Kuri, P. E. (Submitted under previous NOA No. 96- 0717.04) Laboratory compliance letters for Test Reports No.'s HTL- -0080- 0303 -96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 09/08/96 and 12/23/98, all signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA's No.'s 96- 0717,04 and 99-0329.02) G. OTHERS 1. Notice of Acceptance No. 08- 1010.03, issued to CGI Windows & Doors for their "Series 238 Aluminum Project-Out Window - L.M.I. ", approved on 12/11/08 and expiring on 10/31/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12 -0214.05 Expiration Date: October 31, 2013 Approval Date: May 03, 2012 E-3 GENERAL WINDOW SECTION FLANGE FRAME INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 6" MAX. TYP. HEAD /SILL CORNERS FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. QCAM LOCKS Q 2 LOCK POINTS ALL SIZES DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. WINDOW WIDTH VENT WIDTH WW -2" O.L. OPG. WW -7" II IA " 11 f1 H . 1I iii 11 \i I II % U 'r Ti R -- Tai II II 11 II 11 11 II n n n u 11 11\ MAXIM MULTI POINT LOCK BY 'TRUTH' ALL TO CAM LOCKS MAX. WDW. WIDTH LOCK POINTS 42" 2 63" 3 84" 4 NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. f 14 1/2" ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL DE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 20018.4. MAX. 10" OR 17" SEE SHEET 6 FOR CAPACITY N. itchau SURFACE APPLIED —FALSE MUNTINS OPTIONAL TYPICAL ELEVATION (FLANGE FRAME) FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr JAVAA} 4MAD 'FLA. PE # 70592 C.A.N. 3539 PRODUCT REVISED :as complying with *a Florida Buikting /t ce Xanc t No t • I • Exp .;,;,,;, PrLc71t'.• wDam' z 0 Lai 8 n 2 o '.4 o V o W C N m 0 4 f 1 N 1 0 0 38 .4 drawing no. W99 -04 (sheet 1 of 7 (sheet. l .1 of 7 ) 0 3/4° VENT WIDTH WINDOW WIDTH EXTERIOR GENERAL WINDOW SECTIONS EQUAL LEG FRAME 0 M 1 0 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. VENT WIDTH 3/4° WINDOW WIDTH ®CAM LOCKS 2 LOCK POINTS ALL SIZES WINDOW WIDTH 6° MAX. TYP. HEAD /SILL CORNERS MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WOW. WIDTH LOCK POINTS 42° 2 63° 3 84" 4 VENT WIDTH WW -1 1/2" D.L OPG. WW -6 1/2° it ;'I/ \t ti /I{ \ II ii ti it it ii // ,/ ti \ \ipWi� // II 11 11 11 \\ / 14 1/2" MAX. 10° OR 17° SEE SHEET 6 FOR CAPACITY TYPICAL ELEVATION (EOUAL LEG FRAME) F;rigr. JAVA) AHMAD CM•'' FLA.• PE 70592 • Cam. 3333538 SURFACE APPLIED —FALSE NUNTINS OPTIONAL O a. 8 ALUM PROJECT OUT WIND toal Ow mini-- fa 3C'4 o m to A 3 M Z_Z�,a�a�ti c i c 0 PRODUCT REVISED .ita Complying with tire F1w1d4 3uildingCode I9...mi ,05.z Acceptance No ExpAiii i, I'.C71X / B9 • —d,__ Miami Dade Product Co , r 8 N 0 W 1 drawing no. W99 ---04 VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. CORNER KEY .060 THICK ST. STEEL 0 m CORNER KEY .062 THICK ALUMINUM FLANGE FRAME VENT (5/16° LAM. GLASS) EQUAL LEG FRAME ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE/SUPPLIER/REMARKS 1 CG1 -373 4 FLANGE FRAME 8063 —T6 INDALEX OR EQUIV. 1A C01 -397 4 EQUAL LEG FRAME 8083 —T8 INDALEX OR EQUIV. 2 001 -378 4 VENT (5/16" LAM. GLASS) 8063 —T8 INDALEX OR EQUIV. 2B 001 -381 4 VENT (INSUL. LAM. GLASS) 6083 -76 INDALEX OR EQUP/. 2C CG1 -385 4 VENT (7/16" LAM. GLASS) 8083 —T6 INDALEX OR EQUIV. 3 CGI -375 4 OGEE GLAZING BEAD 6063 —T5 INDALEX OR EQUIV. 3A CGI -396 4 SQUARE GLAZING BEAD 8063 -75 INDALEX OR EQUIV. 4 — 4 .080 THICK CORNER KEY ALUMINUM — 5 — 8 .060 THICK CORNER KEY ST. Situ — 8 AP -425 AS REQD. FRAM WEATHERSTRIPPING — SCHLEGEL APTUS 7 Q200 X190 AS READ. VENT WEATHERSTRIPPING — SCHLEGEL Q —LON 8 35 -10 -00 -101 2/ VENT 4 BAR HINGE, AT JAMBS STEEL TRUTH. ATTACHED W/ (5) #8 X 3/8" SS SMS 9 24 -13- 00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH. ATTACHED W/ (2) #8 X 3/8" SMS 9A — 2/ VENT MULTI POINT LACK — — 10 — 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL COL ATTACHED W/ (2) #10 X 3/8" 5S SMS 11 — 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS — #10 X 1 -1/4" SS SMS VENT (1NSUL. LAM. GLASS) VENT (7/16° LAM. GLASS) ALUM PROJECT OUT WINDOW 0 0. 0 c 0 8 CGI -375: OGEE GLAZING STOP .753 .o 2 .808 .6171 --- CGI.396: SQUARE GLAZING STOP Engr. JAVAD AHMAD . CMI, FLA. ;PE I['7O592 C.A.N. 3536 FRAME CORNER • • • • PROD»CTRRVISED Plyin$with the Florida �+ w izj r -o2k4, QCs &Owl f ► 1?!�c�,ry 13 v0 u O W c N 0 VGant "> Product Control n 9 drawing no. W99 -04 (sheet 2 of 7 ) 1/8" ANN. GLASS .090 INTERLAYER SAFLEX PVB BY 'SOLUTIA' 1/8" ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 5/18" NOMINAL GLASS TYPE '2' 3/18" ANN. GLASS (-�090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS -I- .075 VANCEVA STORMGLASS BY 'SOLUTIA' LL .090 SENTRYGLAS BY ' DUPONT' 3/16" ANN. GLASS 7/18" NOMINAL GLASS TYPE '3' SILICONE. GE -1200 DOW 995 DOW 899 3/16" HEAT STREN'D GLASS .090 SAFLEX PVB BY 'SOLUTIA' • INTERLAYERS .075 VANCEVA STORMGLASS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' z 3/16° HEAT STREN'D GLASS SILICONE GE -1200 DOW 995 DOW 899 7/18" NOMINAL GLASS TYPE '8' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 110 SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR tt4STAU.AT10N DETAILS WINDOW DIMS. GLASS TYPE "2' GLASS TYPE '3' GLASS TYPE '8' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. (4) 1NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. (+) 1NT. ( -) EXT. (4) 1NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. (4) 24° 24° 28" 30° 36° 42" 48° 54° 60" 66" 72" 78" 84" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 48" 24" 28" 30" 36" 42" 48" 110.0 121.4 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 69.4 89.4 110.0 120.0 110.0 120.0 19 -1/8" 26" 38 -3/8" 50 -5/8° 83° 74 -1/4" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 190.6 110.0 195.0 110.0 195.0 110.0 144.5 110.0 110.0 195.0 104.2 104.2 110.0 195.0 110.0 195.0 63.0 63.0 110.0 195.0 110.0 120.0 60.7 60.7 110.0 120.0 110.0 120.0 107.9 107.9 110.0 195.0 110.0 195.0 95.4 95.4 110.0 195.0 110.0 120.0 73.4 73.4 110.0 120.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 54" 24" 28° 30° 36" 42" 107.9 107.9 110.0 195.0 110.0 195.0 92.5 92.6 110.0 120.0 110.0 120.0 88.3 86.3 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 26 -1/2" 26" 38 -3/8" 50 -5/8" 63" 74-1/4' 110.0 195.0 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 104.3 104.3 110.0 195.0 110.0 195.0 77.9 77.9 110.0 120.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 110.0 120.0 34.9 34.9 110.0 120.0 110.0 120.0 30° 24" 28° 30" 36° 42° 48" 54° 60" 68" 72" 78" 110.0 194.3 110.0 195.0 110.0 195.0 110.0 186.5 110.0 195.0 110.0 195.0 110.0 155.4 110.0 195.0 110.0 195.0 60" 24° 28" 30" 36" 95.4 95.4 110.0 195.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 77.7 77.7 110.0 120.0 110.0 120.0 37" 26" 38 -3/8" 50 -5/8" 63" 110.0 145.4 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 60.0 80.0 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 66" 24" 28" 30" 73.4 73.4 110.0 120.0 110.0 120.0 64.2 64.2 110.0 120.0 110.0 120.0 42" 26° 38 -3/8" 50 -5/8" 110.0 128.1 110.0 195.0 110.0 195.0 86.8 86.8 110.0 120.0 110.0 120.0 65.8 65.8 120.0 110.0 120.0 60.6 60.6 110.0 120.0 110.0 120.0 86.3 86.3 110.0 120.0 110.0 120.0 77.7 77.7 110.0 120.0 110.0 120.0 60.6 80.8 110.0 t 20.0 110.0 120.0 72° 24" 28" 30" 56.1 56.1 110.0 120.0 110.0 120.0 53 -1/8" 26° 38 -3/8" 101.3 101.3 110.0 195.0 110.0 120.0 68.6 68.6 110.0 120.0 110.0 120.0 48.9 48.9 110.0 120.0 110.0 120.0 48.0 46.0 110.0 120.0 110.0 120.0 48.0 46.0 110.0 120.0 110.0 120.0 110.0 120.0 36° 24" 28" 30" 36" 42° 48" 54" 60° 110.0 161.9 110.0 195.0 110.0 195.0 78" 24" 28" 30" 43.8 43.8 110.0 120.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 84" 24" 28" 34.9 34.9 110.0 120.0 110.0 120.0 110.0 120.0 107.9 107.9 110.0 195.0 110.0 195.0 92.5 92.5 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 42° 24" 28" 30" 36° 42" 48° 54" 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 92.5 92.5 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 110.0 120.0 NOTE: LOAD /AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 1 0.00 SO. FT. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIOA. BUILDING COMMISSION DECLARATORY 'STATEMENT DCA05-DEC-219 Engr: JAM AMMO CAN. 3538 rgoDucT REVISED .as comp1ying with the Florida amilding Code AcoaptancoNo- 400T - Miami sdoProductcontro it 1"U cca ot og 010/ OcareE SERIES -238 ALUM PROJECT OUT WINDOW 0 La C21 g tn ca 3,1 1 o 0 1 0 drawing no. W99-04 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS 1/8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS .090 SAFLEX PVB BY 'SOLUTIA' .090 SAFLEX PV$ BY 'SOLUTIA' INTERIAYERS f .075 VANCEVA STORMGLASS BY 'SOLUTIA' INTERLAYERS .075 VANCEVA STORMGLASS BY 'SOLUTIA' .090 SENTRYGLJS BY 'DUPONT' C .090 SENTRYGIAS BY 'DUPONT' /8° ANN GLASS 3/4" INSULATED GLASS TYPE '2A' SILICONE GE -1200 DOW 995 DOW 899 1/8" TEMP. GLASS 11' I. 3/4" INSULATED GLASS TYPE '3A' SILICONE GE -1200 DOW 995 DOW 899 ,AIR _SPACE CONSISTING 02'; SPACER: METAL SPACER AROUND THE PERIMETER OF THE GLASS. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS S THRU 7 FOR INSTALLATION MAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALIATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REOUIREO REFER TO SHEETS 5 THRU 7 FOR INSTAUATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DINS. GLASS TYPE '2A' GLASS TYPE '3A" WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. CO 1NT. ( -) WIDTH HEIt#1T EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) 1NT. ( -) 24° 24" 28" 30° 36° 42" 48° 54" 60" 66° 72° 78" 84° 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 194.3 110.0 195.0 110.0 161.9 110.0 195.0 110.0 138.8 110.0 195.0 110.0 121.4 110.0 195.0 48° 24" 28" 30" 36" 42° 48" 110.0 121.4 110.0 195.0 104.1 104.1 110.0 120.0 97.1 97.1 110.0 120.0 80.9 80.9 110.0 120.0 69.4 69.4 110.0 120.0 19 -1/8" 26° 38 -3/8" 50 -5/8" 83° 74 -1/4" 110.0 195.0 110.0 195.0 110.0 190.6 110.0 195.0 110.0 144.5 110.0 195.0 104.2 104.2 110.0 195.0 63.0 63.0 110.0 120.0 80.7 80.7 110.0 118.4 107.9 107.9 110.0 195.0 95.4 95.4 110.0 120.0 73.4 73.4 110.0 120.0 56.1 56.1 109.3 109.3 43.8 43.8 85.4 85.4 54" 24" 28" 30" 36" 42° 107.9 107.9 110.0 195.0 92.5 92.5 110.0 120.0 86.3 86.3 110.0 120.0 71.9 71.9 110.0 120.0 26 -1/2" 28" 38 -3/8° 50 -5/8" 63" 74 -1/4" 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 104.3 104.3 110.0 195.0 77.9 77.9 110.0 120.0 46.6 46.6 90.9 90.9 61.7 61.7 110.0 120.0 34.9 34.9 68.0 68.0 30° 24" 28° 30" 36" 42° 48° 54" 60° 66" 72" 78" 110.0 194.3 110.0 195.0 110.0 166.5 110.0 195.0 110.0 155.4 110.0 195.0 60° 24" 28" 30" 36" 95.4 95.4 110.0 120.0 83.3 83.3 110.0 120.0 77.7 77.7 110.0 120.0 37" 26" 38 -3/8" 50 -5/8" 63" 110.0 145.4 110.0 195.0 98.5 98.5 110.0 120.0 74.7 74.7 110.0 120.0 60.0 60.0 110.0 117.0 64.8 64.8 110.0 120.0 110.0 129.5 110.0 195.0 110.0 111.0 110.0 195.0 97.1 97.1 110.0 120.0 66" 24" 28" 30° 73.4 73.4 110.0 120.0 64.2 64.2 110.0 120.0 42" 26" 38 -3/8" 50 -5/8° 110.0 128.1 110.0 195.0 86.8 86.8 110.0 120.0 65.8 65.8 110.0 120.0 60.6 60.6 110.0 118.2 88.3 86.3 110.0 120.0 77.7 77.7 110.0 120.0 60.6 60.6 110.0 118.2 72° 24" 28" 30" 56.1 56.1 109.3 109.3 53 -1/8° 26" 38 -3/8" 101.3 101.3 110.0 120.0 68.6 68.6 110.0 120.0 48.9 48.9 95.3 95.3 46.0 46.0 89.8 89.8 46.0 46.0 89.8 89.8 78" 24" 28' 43.8 43.8 85.4 85.4 38.1 38.1 74.3 74.3 36" 24" 28" 30° 36" 42" 48" 54° 60" 110.0 161.9 110.0 195.0 84° 24" 34.9 34.9 68.0 68.0 110.0 138.8 110.0 195.0 110.0 129.5 110.0 195.0 107.9 107.9 110.0 195.0 92.5 92.5 1 10.0 120.0 80.9 80.9 110.0 120.0 71.9 71.9 110.0 120.0 84.8 64.8 110.0 120.0 42" 24° 28° 30" 36" 42" 48" 54" 110.0 138.8 110.0 195.0 110.0 118.9 110.0 195.0 110.0 111.0 110.0 195.0 923 92.5 110.0 120.0 79.3 79.3 110.0 120.0 69.4 69.4 110.0 120.0 61.7 61.7 110.0 120.0 NOTE: LOAD /AREA OMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA ,BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Frtgr. JAVAD AMMO FLA.. PE 92 C.A.N. O �¢1 PE iij TL ¢°' u r d g MM 5 • c4 O 0.<4 OUT WINDOW] . :SERIES -238 ALUM PROJEC 0 0 a 8! rns ow ►° ; t Q .rM §Q U °� 5 .8 03 0 v 8 4 h 0 4 8 N 0 0 0 0 W W �0 n c PROpuCTREVISED ' • $ 1 ' Js sompiyingwith ing Code t 8W -PloFida wdzd?r 0201 06 Acceptance NA t 1 • :,i,4 Dodo Product Control drawing no. W99 -04 sheet 4of 7 SEALANT INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET S TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION p e r , .4 c 1" MIN. 2 -1/2° MIN. INSTALLATION TYPE '1' 11 l 2 1/8" I WOOD BUCKS TYPE '1 MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DFT II ON ALL FOUR SIDES /USING WOOD SEALANT I!_ MERIMAI 1 C vV .. v o .1° MN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 -1/2° MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTAU.ATION DETAIL ON ALL FOUR SIDES /USING WOOD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION o• '4 SUCK INSTALLATION BY OTHERS 1° MIN. INSTALLATION TYPE '3' 11 3/8" I 2 7/8° WOOD BUCK TYPE '3' MEWL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL, ON ALL FOUR SIDES /USING WOOD ALUM CHANNEL 3/4° X 1° X 3/4" X 1/8" 2 -1/2° LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGl CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 1/8" MN. INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD ALT. ANCHOR LOCATION WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS Engr. JIVAD AHMAD . CM.: FLA.:PE #._70592. C.A.N. 3355338 0 o> a 0 U 0 0 9 X `o S S C V Q 11'i —lar p N c t4 0 .pRopiicr REVISED $ _ere complyhlgwith the Florida 1 ,! .' Acceptance No 12- 0214.06 , I i 1, air MAP • a drawing no. 13yrr►ir t. b W99 -04 lvliami t ,.a W 4 Product Contra sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS, SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '1' 1 2 1/8" WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD TYPICAL. ANCHORS. SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 -1/2" MIN. 2 1/8" MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' WEEK: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 2 7/8° WOOD BUCK TYPE '3' 1,161061,.: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOQ WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 4 d 1" MIN. 4•"Y BUCK INSTAUATION BY OTHERS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '4' 2 1/8" 1 MIN. -il WOOD BUCK TYPE '4' .MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOQ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS Engr: 'JAVA—C; AHMAD CIVIL • PIA PE CAA. 3538 .. ?RODUCTREIVISBD ly a with the Florida �y BaildingZ O2i4 ceP4anceN47:7"747;11.;3"1 Miaun Dada act Contro feksu a. v SERIES -238 ALUM PROJEC • • 1 4 drowing no. W99-04 (sheet 5.1 of 7 (sheet 6 of 7 ) PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.0. AT 10 "0.C. AT 17" 0.0. AT 10" 0.C. WINDOW DIMS. ANCHORS 7/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10" 0.C. AT 17" 0.0. AT 10" 0.0. WIDTH HEIGHT EXT.(+) /INT.( -) EXT.(+) /1NT,( -) EXT.(+) /INT.(-) EXT.(+) /INT.(-) WIDTH HEIGHT EXT.(+) /INT.( -) EXT.( +)/INT.( -) EXT.(+) /INT.( -) EXT.(+) /WT.( -) 24" 24" 28" 30" 38" 42" 48" 54" 80" 86" 72" 78" 84" 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 .195:0 - - 195.0 195.0 195.0 195.0 195.0 195.0 195.0 182.9 195.0 195.0 195.0 160.0 195.0 24" 28° 30" 36" 42" 48" 195.0 195.0 160.0 195.0 192.9 195.0 137.1 171.4 180.0 195.0 128:0 160.0 150.0 106.7 133.3 128.6 160.7 91.4 114.3 112.5 140.6 80.0 100.0 195.0 195.0 142.2 177.8 180.0 195.0 128.0 160.0 183.8 195.0 118.4 145.5 150.0 187.5 106.7 133.3 138,5 173.1 98.5 123.1 54" 24" 28° 30" 36° 42° 195.0 195.0 142.2 195.0 171.4 195.0 121.9 182.9 160.0 185.0 113.8 170.7 133.3 195.0 94.8 142.2 114.3 171.4 81.3 121.9 128.6 160.7 91.4 114.3 28" 24" 28" 30" 36" 42" 48" 54" 60" 66° 72" 78" 84" 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 60" 24° 28" 30° 36" 180.0 195.0 128.0 192.0 154.3 195.0 109.7 164.6 144.0 195.0 102.4 153.6 120.0 180.0 85.3 128.0 195.0 195.0 182.9 195.0 195.0 195.0 158.7 195.0 192.9 195.0 137.1 171.4 66" 24" 28" 30" 195.0 195.0 145.5 195.0 175.3 195.0 124.7 174.5 163.6 195.0 116.4 162.9 171.4 195.0 121.9 152.4 154.3 192.9 109.7 137.1 140.3 175.3 99.7 124.7 72° 24" 28° 30" 187.5 195.0 133.3 188.7 180.7 195.0 114.3 160.0 150.0 195.0 106.7 149.3 128.6 160.7 91.4 114.3 118.7 148.4 84.4. 105.5 110.2 137.8 78.4 98.0 78" 24" 28" 30" 173.1 195.0 123.1 195.0 148.4 195.0 105.5 168.8 138.5 195.0 98.5 157.5 30" 24" 28" 30° 36° 42" 48" 54" 60" 66" 72" 78° 195.0 195.0 185.0 195.0 195.0 195.0 195.0 195.0 84" 24" 28" 192.9 195.0 137.1 195.0 185.3 195.0 117.6 176.3 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195,0 195.0 195.0 182.9 182.9 195.0 195.0 160.0 160.0 195.0 195.0 142.2 142.2 180.0 180.0 128.0 128.0 163.6 183.6 116.4 116.4 150.0 150.0 108.7 106.7 138.5 138.5 98.5 98.5 36" 24" 28" 30" 36" 42" 48" 54" 60" 195.0 195.0 195,0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 177.8 195.0 195.0 195.0 152.4 182.9 187.5 195.0 133.3 160.0 166.7 195.0 118.5 142.2 150.0 180.0 106.7 128.0 42° 24° 28° 30" 36° 42" 48" 54" 192.9 195.0 137.1 182.9 165.3 195.0 117.6 158.7 154.3 195.0 109.7 148.3 128.6 171.4 91.4 121.9 110.2 146.9 78.4 104.5 96.4 128.6 68.6 91.4 85.7 114.3 61.0 81.3 ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR_ CLIP PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17° 0.C. AT 10° 0.C. AT 17° 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.( +) /INT.( -) EXT.(+) /INT.( -) EXT.( +)/INT.( -) EXT.(+) /INT.( -) 19-1/8" 26" 38-3/8° 50 -5/8" 63° 74-1/4" 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195;0 1950 190:4' ' ` "" 190.4" 195.0 195.0 153.0 153.0 182.5 182.5 129.8 129.8 26-1/2" 25° 38 -3/8" 50 -5/8" 63" 74-1/4° 195.0 195.0 195.0 195.0 195.0 195.0 181.3 195.0 193.2 195.0 137.4 171.7 155.3 194.1 110.4 138.0 131.7 164.7 93.7 117.1 37° 26" 38 -3/8" 50 -5 /8" 63" 195.0 195.0 143.7 191.6 136.9 182.6 97.4 129.8 103.8 138.4 73.8 98.4 83.4 111.2 59.3 79.1 53-1/8" 28" 38 -3/8° 187.7 195.0 133.4 195.0 127.1 190.7 90.4 135.6 TYPICAL ANCHORS: sEE ELEV. FOR SPACING 1/4" DIA. MK-CON II BY 'HILT'' (Fu -163 KSt. Fy =157 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KS1. Fy =155 Ks1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREW$ (GRADE 2 ails) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSl MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM ID BE PLATED OR PAINTED) TYPICAL . EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c . 3000 PSI MIN. MASONRY f'm .. 1500 PSI MIN. Eng: JAV4D CM FLA..PE AHMAD ' 70592 • PRODUCT REVISED Cniplying with the Florida t��. kcce cesNo i2.-0214 .QC�' U z g‘ rg o ti Rio p3 6 � Z iS o w Ow F. 0 ev N 4 N "- M 04 o3M Eth 3 � v 11 1 2 w 0 O C 0 0 0 8 8 W n A 0 0 drawing no. W99 -04 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. 1/4" ANCHORS INTO MASONRY 1/4" ANCHORS INTO W00D WIDTH HEIGHT EXT.( +)/INT.(-) EXT.(+) /INT.( -) HEIGHT 24" 195.0 195.0 24" 28" 195.0 195.0 28" 30" .._. ; ,, 195.0 195.0 38° 195.0 195.0 38" 42° 195.0 169.1 24" 48" 195.0 148.0 195.0 131.8 74.0 54" 24° 60° 177.6 118.4 28" 66" 161.5 107.6 30° 72° 148.0 98.7 38° 78° 138.6 91.1 42" 84" 128.9 84.8 24" 24° 195.0 195.0 28" 28" 195.0 195.0 94.7 30" 195.0 195.0 36° 36° 195.0 169.1 24" 42" 195.0 145.0 28° 48" 190.3 126.9 169.1 112.8 107.6 54° 24° 60° 152.2 101.5 28" 66" 138.4 92.3 30" 72° 126.9 84.6 24" 78" 117.1 78.1 28" 84° 108.7 72.5 30" 24" 195.0 195.0 24" 28" 195.0 195.0 108.7 30° 195.0 189.4 26" 36" 195.0 157.9 38 -3/8" 42" 195.0 135.3 30" 46" 195.0 118.4 63" 54" 195.0 105.2 74 -1/4° 80" 177.8 94.7 26" 86" 181.5 88.1 38 -3/8" 72° 148.0 78.9 50 -5/8° 78° 135.6 72.9 63" 24" 195.0 195.0 74 -1/4" 28" 195.0 169.1 26" 30" 195.0 157.9 " 36" 195.0 131.6 91.0 42" 195.0 112.8 63" 48" 185.0 98.7 26" 54° 164.4 87.7 83.6 60" 148.0 78.9 24" 190.3 169.1 28° 183.1 145.0 30° 152.2 135.3 42" 36" 128.9 112.8 42" 108.7 96.7 48° 95.1 84.6 54° 84.6 75.2 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS 1/4" ANCHORS 1/4" ANCHORS WINDOW DIMS. INTO MASONRY INTO WOOD WIDTH HEIGHT EXT.(+)/INT.( -) EXI.(+) /INT.( -) 24" 195.0 148.0 28" 190.3 126.9 177.6 _ , . 118.4' ,' _. 38" 148.0 98.7 42" 126.9 84.6 48" 111.0 74.0 24° 195.0 131.6 28" 169.1 112.8 54° 30° 157.9 105.2 38° 131.6 87.7 42" 1 12.8 75.2 24" 177.8 118.4 60" 28" 152.2 101.5 142.1 94.7 30" 36° 118.4 78.9 24" 195.0 134.5 66" 28" 173.0 115.3 30" 161.5 107.6 24° 185.0 123.3 72" 28" 158.6 105.7 30" 146.0 98.7 24" 170.8 113.8 78" 28" 146.4 97.6 30" 136.6 91.1 84° 24" 190.3 126.9 163.1 108.7 28" 26" 195.0 195.0 38 -3/8" 195.0 195.0 19 -1 /8" 50 -5/8" 195.0 176.1 63" 195.0 141.5 74 -1/4° 180.1 120.1 26" 195.0 195.0 38 -3/8" 195.0 167.7 26 -1/2° 50 -5/8° 190.6 127.1 63" 153.2 102.1 74 -1/4" 130.0 86.7 26" 195.0 177.2 37" 38 -3/8" 135.1 120.1 102.4 91.0 50 -5/8" 63" 82.3 73.1 53-1/8. 26" 185.2 123.4 125.4 83.6 38 -3/8" ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPUCABLE VALUES. NOTE: ALUM BUCK ANCHORS TO BE INTO CONCRETE AT HEAD & SILL MAY BE INTO FILLED CMU AT JAMBS. #14 SMS AT 6° FROM ENDS 24" O.C. MAX. AT JAMBS 17" 0.C. MAX. AT HEAD /SILL a6 n 1/4° DIA. KWIK- CON /ULTRACON 1 -3/8° MIN. CONC. EMBED AT 6" FROM ENOS AND 24" 0.C. MAX. AT JAMBS 17° 0.0. MAX. AT HEAD /SILL INSTALLATION TYPE '5' INTO MASONRY #14 SMS AT 6° FROM ENDS 24° 0.C. MAX. AT JAMBS 17" O.C. MAX. AT HEAD /SILL 1" MIN. INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEM ALUMINUM BUCK 6063 -T6 OPTIONAL COVER 6063 -T6 Engr: JAVAD AHMAO '. CN1L FIAA. PE D 70592 C.A.N. 3538 ;#14 SMS 1 -1/2" MIN. WOOD EMBED AT 6" FROM ENDS AND 24" 0.0. MAX. AT JAMBS 17" O.G. MAX. AT HEAD /SILL V i 0 rn FAX. (305) 593 -6592 c 0 a 0 0 v 1 3 0 C 0 0 '0 PRODUCT REVISBD s complyingwiith the Florida Building cc Acceptance Code 12..0234.i* �cceptancelto %� 0 88N 0 W u. 1 30 droving no. W99 --04 sheet 70f 7 MIAMIDADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25th Street Miami, FL 33172 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 "Sentinel" Unclipped Extruded Aluminum Tube Mullion -- L.M.I. APPROVAL DOCUMENT: Drawing No. M10 -01, titled "Series Sentinel Unclipped Alum. Mullions ", sheets 1 through 7 of 7, dated 04/02/10 with revision A dated 10/10/11, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, 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 # 11- 0330.22 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 Manuel Perez, P.E. 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.miatnidade.gov/perat 1' •E •UNTV APPROVED _ NOA No. 114031.07 eD41©i3 DRAWING REVIEW Expi ation Date: September 22, 2015 t a Rrkitted; Retviii iii.d 149,iii,ibif Approval Date: January 12, 2012 C-,1 Not Reviewed Page 1 ■ , nv.150&; 4 .'Tani des hp vonceple aid ygchernI oniai iirr i hlYi l i iiili ti. Jrl ,o the pro s1 p (i p @ specifications' oal . arin is nor intunderl to he a veieftrat+ n of (t ist„t P3,7 .?Ai reguliai or iil:ra all brims rewired are shown, this meow shall r4,1 ieh ve Int M Willi -'4sv atom the resmi ibillty of derails of design, dltnatieiens, len chnGitirnt;, construction k mean. j .rid tnaittoos, coordination with other babas, or 2ny oboe. inivIram•.ntt et OA ohms, C s.tdiS . ,Bill;: 07 coolies!. An motions on this shop or+wfop mile I y M1u.A t. iioardstri, Inc. OaN /lrii bb construed to aUtiutilt+ nfl6tionral warts, cost. Retrieve of dssit n cOctihs•ons and drawings Prepared by udr:i2iti` r5ifloer5 it t ti d'd+f b9 4ativn Rite-)) and does net coot: Mule a detailed check et Calrulatilnt, rd.ii Ape, ii ,i1;4 /r, l .; : I:vcialty Engineers from tha :esponsthltit, of the detelliny of the specially 600iFn404 yi system. n —� _ apt 1 H nsr�r Na;�e;rr fin. 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M10 -01, titled Series "Sentinel Aluminum Unclipped Mullion ", sheets 1 through 7 of 7, dated 04/02/10 with revision A dated 10 /10111, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E 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 along with marked —up drawings and installation diagram of mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL- 0080 - 0303 -11, dated March 24, 2011, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.11- 0330.22) 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,FBG, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL 0080 -- 0301 -10, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10- 0510.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by Al Farooq Corporation, dated 05/06/10 and updated on 10 /06 /11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALIT Y ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -1 Manuel P :r , P.E. Product Control . miner NOA No. 11- 1031.07 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1.. Statement letter of conformance, complying with FBC -2007 and FBC -2010 and of no financial interest dated 10/06/11, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance Letter for Test Report No. HTL -0080- 0303 -11, issued by Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.11- 0330.22) Laboratory compliance letter for Test Report No. HTL -0080- 0301 -10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA N ©.10 — 0510.14) 4. Proposal No. 09 -1942 issued by BCCO, dated November 05, 2009, signed by Manuel Perez, P.E.. (Submitted under previous NOA No.10 — 0510.14) G. OTHERS 1 ; Notice of Acceptance No. 11- 0330.22, issued to CGI Windows and Doors, Inc. for their Series "Sentinel" Aluminum Unclipped Mullion — L.M.I. approved on 05/12/11 and expiring on 09/22/15. E-2 Manuel Pe { P.E. Product Control finer NOA No. 11-1031.07 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 -d( 1.000 f .125 1 X 1.000 it000r 4.000 3.000 TUBE 2.500 .125 TYP. --.. 1 X 2 -1/2 I— STD. TUBE TYP. 3 STD. .125 TYP.] 1 X 4 STD. TUBE 6063-T8 8083 48 6083 -48 SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS WINDOW FRAME MEMBER INCLUDED IN PROPERTIES THESE MULUONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 120 SENTINEL HORIZ. SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MUWON CHARTS WILL APPLY TO ENTIRE SYSTEM. NOTES; THIS PRODUCT HAS BEEN DESIGNED AND It.sTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, 11LE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT INSTRUCTION$; USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE CONNECTION OF WINDOWS TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION TYPE AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. CAPACITY OF SELECTED CGI'S WINDOWS AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. Engi: JAVAD AHMAI�. FA.4 C.A.N. '42012 PRODUCT REVISED as complying with the Florida Dundlhg Code Acceptance No Espiiatlon Date v 0 0 3 2 0. of to M z z 30 c i 0 •c a .c i? a 5 0 4, 0 a 0 0 drawing no. M 10 -01 (shoat 1 of 7 1 OR 2 ANCHORS AT EACH SIDE OF MUWON (AT WINDOW FRAME) TYPICAL SEE CHART 'A' FOR CAPACITY pew I I EXTERIOR FIXED TO FIXED SEE CHART 'A' FOR CAPACITY z /. ./ ./ t ,/ on i :i W2 FIXED TO S.H. SEE CHART 'B' FOR CAPACITY SEE CHART 'A' FOR CAPACITY S.H. TO S.H. SEE CHART 'A' FOR CAPACITY FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL MUWON COMBINATIONS. •. 1 ,/ / '/ '/ WI W2 S.H. TO S.H. SEE CHART 'A' FOR CAPACITY FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL MUWON COMBINATIONS. W1 W2 FIXED TO H.R. L Ii -I W1 I W2 FRAMES MAY BE FLANGE OR EQUAL LEO TYPE SEE SHEET 7 FOR FRAME DETAILS SEE CHART 'A' FOR CAPACITY z H.R. TO H.R. EXTERIOR WIDTH (W) = W1 t W2 2 I 1 1 / / '/ '/ It if 11 r 1 W1 W2 FIXED TO H.R. L Ii -I W1 I W2 FRAMES MAY BE FLANGE OR EQUAL LEO TYPE SEE SHEET 7 FOR FRAME DETAILS SEE CHART 'A' FOR CAPACITY z H.R. TO H.R. EXTERIOR WIDTH (W) = W1 t W2 2 1 l I I / / '/ '/ It if W1 W2 FIXED TO H.R. L Ii -I W1 I W2 FRAMES MAY BE FLANGE OR EQUAL LEO TYPE SEE SHEET 7 FOR FRAME DETAILS SEE CHART 'A' FOR CAPACITY z H.R. TO H.R. EXTERIOR WIDTH (W) = W1 t W2 2 S.H. TO H.R, 'RODUQT REVISED s compIyM whit the Flor*Ta liuildmg Cade Acceptance No / • V7IPI I Ji ., Date �' .t ::'7./ZJK,' . EXTERN) By Own :IAVAD,AHM/51Y CMIS. ' • • FLA., I'E #, 70582 CAN. 13 • to o Q W F O� a m O o<Q o "� a 0. Li, zu) • K a6 10 0 0 3 CUPPED ALUM MUW O S O Q U ro v 0 0 D 11 s drawing no. M10 --01 (sheet 2 of 7 ./ / // S.H. TO H.R, 'RODUQT REVISED s compIyM whit the Flor*Ta liuildmg Cade Acceptance No / • V7IPI I Ji ., Date �' .t ::'7./ZJK,' . EXTERN) By Own :IAVAD,AHM/51Y CMIS. ' • • FLA., I'E #, 70582 CAN. 13 • to o Q W F O� a m O o<Q o "� a 0. Li, zu) • K a6 10 0 0 3 CUPPED ALUM MUW O S O Q U ro v 0 0 D 11 s drawing no. M10 --01 (sheet 2 of 7 0 O CHART 'A' IESIGN LOAD CAPACITY - PSF MULLION WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULUON 2 ANCHORS AT EACH SIDE OF MULLON WIDTH (W) MULL SPAN MULL TUBE 1 X 2 -1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2 -1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 19 -1 /8° 26-1/2" 37° 49" 53 -1/8" 50 -5/8" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0. 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 90.0 90.0 90.0 85.0 85.0 85.0 90.0 90.0 90.0 19 -1/8" 26 -1/2" 37" 49" 53 -1/8" 83" 90.0 90.0 90.0 90.0 90.0 90.0 82.6 82.6 82.6 90.0 90.0 90.0 86.1 66.1 66.1 82.5 90.0 90.0 57.7 57.7 57.7 70.0 90.0 90.0 56.2 56.2 58.2 67.8 90.0 90.0 19 -1/6" 26 -1/2" 37" 49" 53 -1/8" 76" 80.7 85.7 85.7 80.7 90.0 90.0 59.6 65.5 65.5 59.6 79.5 90.0 44.8 51.2 51.2 44.8 59.8 90.0 36.8 43.1 43.1 36.6 48.8 85.8 34.9 41.5 41.5 34.9 46.5 81.7 19 -1/8" 28 -1/2" 37° 49° 53 -1/8" 85" 57.4 75.5 75.5 57.4 78.5 90.0 42.2 58.3 57.3 42.2 58.3 90.0 31.4 41.9 44.2 31.4 41.9 73.6 25.2 33.6 38.7 25.2 33.8 59.1 23.9 31.8 35.1 23.9 31.8 55.9 19 -1/8" 26 -1/2" 37" 49° 90° 48.2 64.3 70.8 48.2 64.3 90.0 35.4 47.2 53.5 35.4 47.2 82.9 26.2 35.0 41.2 26.2 35.0 61.4 20.9 27.9 33.9 20.9 27.9 49.0 19 -1/8" 26 -1/2" 37" 98" 39.8 52.9 85.9 39.6 52.9 90.0 29.0 38.7 49.8 29.0 38.7 68.0 21.4 28.6 38.0 21.4 28.8 50.2 NOTE: MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION OF FIXED, SINGLE HUNG OR HORIZ. SUDING WINDOWS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN v.) 0 3 2 W1 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS W2 i I i.=, ANCHOR AT EACH SIDE OF MULLION z. WIDTH ( •/ v.) 0 3 2 W1 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS W2 i I i.=, 1 WIDTH (W) = W1 + W2 2 FLANGE OR FLUSH FRAMES CHART 'A' DESIGN LOAD CAPACITY -- PSF MULLION WITH ANY COMBINATION OF SERIES SENTINEL FOXED, HORIZONTAL SUDING OR SINGLE HUNG WINDOWS WINDOW DIMS. ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH ( MULL MULL TUBE 1X2 -1/2 MULL TUBE 1X3 MULL TUBE 1 X4 MULL TUBE 1X2 -1/2 MULL TUBE 1X3 MULL TUBE 1 X 4 24" 30" 36" 42" 48" 54° 60" 48" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 24" 30" 36" 42" 48" 54" 60° 60" 90.0 90.0 90.0 90.0 90.0 90.0 80.6 60.6 80.6 90.0 90.0 90.0 72.0 72.0 72.0 90.0 90.0 90.0 88.5 68.5 66.5 89.7 90.0 90.0 63.0 63.0 63.0 84.1 90.0 90.0 81.1 81.1 61.1 80.9 90.0 90.0 60.5 80.5 80.5 79.8 90.0 90.0 24" 30" 36" 42° 48" 54" 60" t. 72" 75.6 75.5 75.6 77.1 90.0 90.0 63.3 63.7 83.7 63.3 84.4 90.0 54.5 56.0 58.0 54.5 72.7 90.0 48.8 50.8 50.8 48.8 64.8 90.0 44.5 47.3 47.3 44.5 59.4 90.0 41.7 44.8 44.8 41.7 55.7 90.0 39.9 4.3.2 43.2 39.9 53.3 90.0 24° 30" 36" 42" 48" 54" 84" 47.9 83.0 83.0 47.9 64.0 90.0 39.1 52.1 52.6 39.1 52.1 90.0 33.3 44.5 45.8 33.3 44.5 78.1 29.4 39.2 41.1 29.4 39.2 68.9 28.6 35.5 37.8 26.6 35.5 62.3 24.8 32.8 35.4 24.8 32.8 57.6 24" 30" 36" 42" 48" 96" 31.9 42.5 54.0 31.9 42.5 74.7 25.9 34.5 44.8 25.9 34.5 80.8 21.9 29.3 38.8 21.9 29.3 51.4 - 25.8 34.6 - 25.8 45.0 - 23.0 31.5 - 23.0 40.4 MUWON SPAN 1 r% 3 1 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS WIDTH (W) = W1 2 + W2 FIN FRAMES NOTE: REFER TO PAOF 2. FOR OTHER COMBINATIONS. t "� C pIt)DUCYREVISED FLA. PE # `/0592 '. as kansplying with the Florida C.A.N. 3538 ' ', '. Building Code Acceptance No n Data z g 0. 0 G. a M z O Ot a oc' 1- 0&Q 0 iaf IL us� a6 NP EL UNCUPPED ALUM MUUJONS 0 0 a .0 0 O w0 0 0 0 drawing no. M10 -01 (sheet 3 of 7 0 /O 0 Z 3 x (sheet 4 of 7 ) NOTE: MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN CHART 'B' DESIGN LOAD CAPACITY - PSF MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM WINDOW DIMS. ANCHOR AT EACH SIDE OF MUWON 2 ANCHORS AT EACH SIDE OF MUWON WIDTH (W) MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X3 MULL TUBE 1 X4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X3 MULL TUBE 1 X4 19 -1/8° 26 -1/2" 37° 49" 53 -1/8" 50 -5/8" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 , , 90.0 90.0 90,0 90.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 90.0 90.0 90.0 85.0 85.0 85.0 90.0 90.0 90.0 19 -1/8" 28 -1/2° 37" 49" 53-1/8" 63" 90.0 90.0 90.0 90.0 90.0 90.0 82.6 82.6 82.6 90.0 90.0 90.0 86.1 66.1 88.1 90.0 90.0 90.0 57,7 57.7 57.7 90.0 90.0 90.0 58.2 56.2 56.2 88.5 90.0 90.0 19 -1/8° 26 -1/2° 37" 49" 53 -1/8" 76" 85.7 85.7 85.7 90.0 90.0 90.0 65.5 65.5 65.5 77.7 90.0 90.0 51.2 51.2 51.2 58.5 73.4 90.0 43.1 43.1 43.1 47.7 60.0 86.3 41.5 41.5 41.5 45.5 57.2 82.9 19 -1/8" 26 -1/2" 37" 49" 53 -1 /8" 85" 74.8 75.5 75.5 74.8 90.0 90.0 55.0 57.3 87.3 55.0 69.1 90.0 40.9 44.2 44.2 40.9 81.4 83.1 32.9 36.7 36.7 32.9 41.3 66.8 31.1 35.1 36.1 31.1 39.1 83.2 19 -1/8° 26 -1/2" 37" 49" 90" 62.9 70.8 70.8 62.9 79.0 90.0 46.2 53.5 53.5 46.2 58.0 90.0 34.2 41.2 41.2 34.2 43.0 69.4 27.3 33.9 33.9 27.3 34.3 55.4 19 -1/8" 26 -1/2" 37" 98" 51.7 65.0 65.9 51.7 65.0 90.0 37.9 47.6 49.6 37.8 47.6 76.9 40.3 27.9 35.1 38.0 27.9 35.1 58.7 NOTE: MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS WIDTH (W) _ W1 + W2 2 Emir: AO ; • FL A. PE ' 70592 C,A.N. 3538 (. 3 2012 'rRODUCT REVISED complying with the Florida 3ailding Code Acceptance No ;;Xil/fUi/ By ! /�.... Mime' • sdeProdact z o ; P d 0 a a g ir o G � a' C• ade CC °� Q .5a Q6IF 0 • • 1 drawing no. M10 -01 CHART 'H' DESIGN -CAI) CAPACITY - PSF MUWON WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM WINDOW DIMS. ANCHOR AT EACH SIDE OF MUWON 2 ANCHORS AT EACH SIDE OF MUWON WIDTH (W) MULL SPAN MULL TUBE 1 X 2 -1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2 -1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 24" 30" 36 ° 42" 48° 54" 60" _ 48° 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0. - , 90.0 90.0 '90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 24° 30° 36" 42° 48" 54" 60" 60° 90.0 90.0 90.0 90.0 90.0 90.0 80.6 80.6 80.6 90.0 90.0 90.0 72.0 72.0 72.0 90.0 90.0 90.0 68.5 66.5 66,5 90.0 90.0 90.0 63.0 63.0 63.0 90.0 90.0 90.0 61.1 81.1 61.1 90.0 90.0 90.0 60.5 60.8 60.5 90.0 90.0 90.0 24" 30" 36" 42° 48" 54" 60' 72" 75.6 75.6 75.6 90.0 90.0 90.0 63.7 631 63.7 82.5 90.0 90.0 56.0 58.0 56.0 71.1 89.3 90.0 50.8 50.8 50.8 63.4 79.6 90.0 47.3 47.3 47.3 58.1 72.9 90.0 44.8 44.8 44.8 54.4 68.4 89.6 43.2 43.2 43.2 52.1 65.4 85.4 24" 30" 36" 42" 48" 54° ea" 62.6 63.0 63.0 62.6 78.6 90.0 51.0 52.6 52.6 51.0 64.1 90.0 43.5 45.8 48.8 43.5 54.6 88.3 38.4 41.1 41.1 38.4 48.2 77.9 34.7 37.8 37.8 34.7 43.6 70.4 32.1 35.4 35.4 32.1 40.3 65.1 24" 30" 38" 42" 48° 96" 41.8 62.2 54.0 41.6 52.2 84.4 33.7 42.4 44.8 33.7 42.4 68.5 28.6 36.0 38.8 28.8 36.0 58.1 25.1 31.5 34.8 25.1 31.5 50.9 22.5 28.2 31.5 22.5 28.2 45.6 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS WIDTH (W) _ W1 + W2 2 Emir: AO ; • FL A. PE ' 70592 C,A.N. 3538 (. 3 2012 'rRODUCT REVISED complying with the Florida 3ailding Code Acceptance No ;;Xil/fUi/ By ! /�.... Mime' • sdeProdact z o ; P d 0 a a g ir o G � a' C• ade CC °� Q .5a Q6IF 0 • • 1 drawing no. M10 -01 CHART 'C' DESIGN LOAD CAPACITY - PST HORIZONTAL MULLION WITH COMBINATION OF SERBS SENTINEL FIXED OVER HORIZ. SLIDING WINDOW WINDOW DIMS. ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WINDOW WIDTH WINDOW HEIGHT TRANSOM HEIGHT MULL TUBE 1 X 2 -1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 52 -1/8° MULL TUBE 1 X 3 12° 90.0 90.0 90.0 90.0 90.0 18° 90.0 - 90.0 ,., . 90» , 90.0 90.0 24 " 90.0 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 90.0 73° 25" 12" 90.0 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 90.0 30° 82.1 82.1 82.1 90.0 90.0 36" 75.3 75.3 75.3 90.0 90.0 42" 70.3 70.3 70.3 90.0 90.0 48" 66.7 86.7 86.7 88.9 90.0 52 -1/8" 37 -3/8" 12" 90.0 90.0 • 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 90.0 38" 90.0 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 90.0 48" 80.0 90.0 90.0 90.0 90.0 73" 12" 90.0 90.0 90.0 90.0 90.0 18" 85.9 86.5 86.5 90.0 90.0 - 24° 77.0 77.0 77.0 90.0 90.0 30" 70.1 70.1 70.1 90.0 90.0 36° 65.1 65.1 85.1 83.4 90.0 42" 81.3 61.4 61.4 78.4 90.0 48° 58.3 58.8 58.6 74.8 90.0 38" 49 -6/8" 12" 90.0 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 80.0 24" 90.0 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 90.0 52 -1/8" 12" 90.0 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 90.0 30• 90.0 90.0 90.0 90.0 90.0 36" 76.3 86.3 86.3 90.0 90.0 42° 83.7 83.7 83.7 90.0 90.0 48" 82.4 82.4 82.4 90.0 90.0 73" 12" - 79.1 83.3 83.3 90.0 90.0 18" 71.2 73.5 73.5 90.0 90.0 24" 65.0 66.5 86.5 83.2 90.0 30" 60.2 61.3 61.3 77.0 90.0 36" 58.4 57.4 57.4 72.1 90.0 42" 53.4 54.5 54.5 68.3 90.0 48" 51.2 52.3 52.3 65.4 90.0 HORIZONTAL CHART 'C' DESIGN LOAD CAPACITY - PSF / ~�\ MULLION WITH COMBINATION OF SERIES SENTINEL RIXED OVER HORIZ. SLIDING WINDOW WINDOW DIMS. ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WINDOW WIDTH WINDOW HEIGHT TRANSOM HEIGHT MULL TUBE 1 X 2 -1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 38° 62" 12" 90.0 90.0 90.0 90.0 90.0 18" ' 90.0 , 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 90.0 38" 90.0 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 90.0 52 -1/8° 12" 90.0 90.0 90.0 90.0 90.0 18° 90.0 90.0 90.0 90.0 90.0 24" 84.4 84.4 84.4 90.0 90.0 30" 79.8 79.8 79.8 90.0 90.0 36" 78.5 76.5 76.5 90.0 90.0 42" 74.5 74.5 74.5 90.0 90.0 48" 73.4 73.4 73.4 90.0 90.0 73" 12" 68.3 71.0 71.0 84.8 90.0 18" 60.7 63.8 83.8 77.8 90.0 24° 58.2 58.4 58.4 71.8 90.0 30" 52.5 54.4 54.4 67.2 90.0 38" 49.6 51.3 81.3 63.4 90.0 42" 47.3 49.0 49.0 80.5 89.3 48" 45.5 47.2 47.2 58.2 86.1 1 OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL SEE CHART FOR CAPACITY WINDOW WIDTH FIXED OVER H.R. . J.. • . Engr. JAVAD AHMAD r, ••CML , FLA. PE '7&92 C.A.N. 3538 PitODUCTIVISED as complYingwit' tit° Florida ling Code ldo jl�� r12s1o" /LY �l P it 1611 Mill-LAM \Mi U -V1(; W NEL UNCUIPPED ALUM MU 3 6 0 O 0 Q o -o o 0 < c 0 1 b drawing no. M10-01 (sheet 5 of 7 / ~�\ ` . /. // WINDOW WIDTH FIXED OVER H.R. . J.. • . Engr. JAVAD AHMAD r, ••CML , FLA. PE '7&92 C.A.N. 3538 PitODUCTIVISED as complYingwit' tit° Florida ling Code ldo jl�� r12s1o" /LY �l P it 1611 Mill-LAM \Mi U -V1(; W NEL UNCUIPPED ALUM MU 3 6 0 O 0 Q o -o o 0 < c 0 1 b drawing no. M10-01 (sheet 5 of 7 1BY WOOD BUCK 4 • a' . .4e ° 4 q... TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL(AT WINDOW FRAME) SEE SHEET 3 & 4 FQR CAPACITY 1 g tt METAL STRUCTURE #8 SMS 1 -1/4° MIN. WOOD EMBED 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY 2BY WOOD BUCK OR WOOD STRUCTURE TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL ANCHORAGE CONDITIONS. 5 2 3/8° MIN. ti W WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2% ". THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMITTED. • 4 A. TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING ST,lt_M AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DIA. TAPCON BY 'I1W (Fu =120 KSI, Fy=82 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu.'177 K51. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (SILa IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW /FlU,EU IILQC1V AY ,JAMBS f'm = 2000 PSI MIN. FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. ALSO APPLICABLE TO SINGLE HUNG AND HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, EQUAL LEG OR FIN FRAME CONFIGURATIONS. Engr. J{ V4AQ. AHMAD • • . CM. FLA. PE 7002 CLAN. 38• s g9 comply ' with the Florida . •ffi complying luilding Code ticoeptauoe Alo tton Date 3 2012 drawing no. M 10 -01 SERIES 130 SENTINEL FIX. WDW. FLA E FRAME 001 -118 .500 1.301 2.440 .065 TYP. 1.015 al .745 2.846 H.R. WDW. FLANGE FRAME HEAD S.N. WDW. FLANGE FRAME JAMIE CGI -136 1.745 2.505 .745 .065 TYP. 1.015 H.R. WDW. FLANGE FRAME JAMB S.H. WDW. FLANGE FRAME HEAD C01 -135 .065 3.675 1.429 1.000 3.175 2.505 SERIES 110 SENTINEL S.H. WDW. F� ANGE_ FRAME SILL 001 -137 .500 2.505 2.737 2.613 1.000 .991 3.237 SERIES 120 SENTINEL H.R. WDW. FLANGE FRAME JAMB CGI -139 1.450 .550 FLANGE ADAPTOR CGI -109 .180 SERIES 130 SENTINEL FIX. WDW. FLUSH FRAME CGI -119 2.440 H.R. WDW. FLUSH FRAME H AD S.H. WDW. FLUSH FRAME JAM CGI -102 H.R. WOW. FLUSH FRAME JAMD S.W. WOW. FLUSH FRAME HEAD 001 -100 1.429 2.505 SERIES 110 SENTINEL S.H. WDW. FLUSH FRAME 5111, CGI -101 2.505 2.737 2.613 .991 2.737 SERIES 120 SENTINEL H.R. WOW. FLUSH FRAME JAM$ COI -116 FIN ADAPTOR CO1 -110 4.430 3.685 2.885 SERIES 120 SENTINEL H.R. WDW. FLANGE FRAME SILL CGI -138 1.015 3.930 3.185 1.140 2.440 SERIES 120 SENTINEL H.R. WDW. FLUSH FRAME SIIL 001 -113 2.885 End; JAYAO LiiMA0 FLA. PE # 38 411 5 3 2012 RODUCT REVISED ',s complying Florida .luildibg Code Acceptance No pifideZ Expiration Tate 0 1 1 MULLION \M10 -01CGI a 1 as 0 0 - v °d O q c drawing no. M1 0-0 1 (sheet 7 of 7 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 N.W. 25 Street Miami, FL 33172 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 "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10 -18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.) ", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision "B ", dated 10/10/11, prepared by A1— Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, 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 No. 10- 0510.12 and consists of this page 1, evidence pages E--1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA, PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315 -2599 www.miarnidade,gov /pera/ NOA No. 11- 1Q31.04 %1�1, ‘ S DR i 13°6 '�; ��' tpiration Date: September 22, 2015 r==-----; R v 6 Re�Mt: f I r Ica rsas.n,i `� Not �Q�7�,d Approval Date: January 12, 2012 :.. attar a Page 1 r.4�rJdr of t1x3 &e�„ � 17e I. to row* �� C4flLintJ' grill h6Gii7ii! CJ6ii7�xL��CS: Wit li'GiQI'irfa'Ii01! ,i th5 void yltlrrs rinetior Fro�ect specifications pray', and is rmt intended to lia >< vefiiicatlon 01 trial material required or that ail trams rseuired arc Islam'. This miaow snail not relieve the '. Contractor tram the responsibility of details of design 9lrrrerritertr N4 ceeivittiOns, c.(inshuction insane, and methods, cozo'tflrratinn with other trades, oe errs, r, wide gn',rkt uric; of Ow Pl ns. a specifications or contrael. kn notations 00 this nap droving Y i1 gill not be construed Is authorize additional work cast. ` Re are of design calculations a x drawings prepared by Sr,y . sity� En,im'ar5 i limited tar design intent tides nt check c l, ninee fromhe responsibility of the detailing of the specially component or system. 7 ?Mach L Retrie 1, ds•e, by Fete ?_1 Point CGI Windows & Doors • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10 0510.12) 2. Drawing No. W10 --18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.) ", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. "B ", dated 10/10/2011, prepared by Al— Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, 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 horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL -0080 - 0102 -10, dated 06/04/2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) C. CALCULATIONS 1. ` Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al— Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahrnad, P. E. (Submitted under previous 1•1OA No 10-0510.12) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass' Interlayer" dated 05/26/10, expiring on 01/14/17. 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. 3.. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 7/17/2008, expiring on 12/11/2013. aime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11- 1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E -1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2010, dated October 06, 2011, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC -2007, dated May 05, 2010, signed' and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10 --051 0.12) Laboratory compliance letter for Test Report No. HTL- 0080 -- 0102 --10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) Proposal No. 09-0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez, P. E. (Submitted under previous NOA No. 1 0. 0510.12) G. OTHERS 1. Notice of Acceptance No. 10-0510.12, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.L ", approved on 09/22/2010 and expiring on 09/22/2015. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 TYPICAL ELEVATION 60 MAX. HEAD /SILL 63 111" r FLANGE WIDTH 10° MAX. MTG. STILES CP 5 "II I 26 5/8" MAX. HEAD /SILL FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 5 1/2° MAX. HEAD/SILL FALSE MUNTINS (SURFACE APPLIED) OP'ONAL 32 7/8° D.L OPG. 36 3/8" VENT WIDTH 32 7/8° D.L OPG. tsl ADOL ANCHORS AT CENTER OF LITES & MTG. STILES AT HEAD /SILL SEE NOTE ( *) ON SHEET 2 FLANGE & FLANGE ADAPTOR FRAME 110° 5" MAX. MTG. STILES BUCK WIDTH 5" MAX. MTG. STILES 13 5/16" MAX. HEAD/SILL ..• • • • • • II Io II II II ^ II A y + R I I ° I II II II H ° c2) I1 .o, C� /• % FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 5 1/2° MAX. HEAD/SILL FALSE MUNTINS (SURFACE APPLIED) OP'ONAL 32 7/8° D.L OPG. 36 3/8" VENT WIDTH 32 7/8° D.L OPG. tsl ADOL ANCHORS AT CENTER OF LITES & MTG. STILES AT HEAD /SILL SEE NOTE ( *) ON SHEET 2 FLANGE & FLANGE ADAPTOR FRAME 110° 5" MAX. MTG. STILES BUCK WIDTH 5" MAX. MTG. STILES 13 5/16" MAX. HEAD/SILL ..• • • • • • I" • II II ^ II II It H N. II II II II 11 II II II 11 II • • • . • II 0 I1! I L / N. = - I I I 1 I /• % /4/ II if 71 • • • ••• • • 32 7/8° D.L OPG. 36 3/8" VENT WIDTH 32 7/8" D.L OPG. FIN FRAME 5 1/2" MAX. HEAD /SILL 110° BUCK WIDTH 10" MAX. MTG. STILES 5" 26 5/8" MAX. HEAD /SILL m o 2 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 32 7/8" D.L OPG. 36 3/8" VENT WIDTH 32 7/8" D.L OPG. EQUAL LEG FRAME SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI —DADE COUNTY APPROVED WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY Wff-I THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY iS HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. A ADDL ANCHORS AT CENTER OF LITES & MTG. STILES AT HEAD /SILL SEE NOTE ( *) ON SHEET 2 PRODUC r REVISFA °Ompl cedeying with the Florida Acce taaceNo l{ -10 .oq hate. Cost LAMINATED GLASS INSULATING LAM. GLASS SMALL MISSILZ ..IMFACT LARGE MISIILE IMPACT l O 0 O. 0 U 0 a 0 A P S .0 0 c 0 0 E.' O 0 m 6 51 , s r V drawing no. W10 -18 (sheet 1 of 1 1 ) I tl II 11 II 1I I I H II fir• H N. II II II II 11 II II II 11 II i j\ D.L. OPG. r ■4110. 1I II u B) FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 32 7/8" D.L OPG. 36 3/8" VENT WIDTH 32 7/8" D.L OPG. EQUAL LEG FRAME SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI —DADE COUNTY APPROVED WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY Wff-I THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY iS HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. A ADDL ANCHORS AT CENTER OF LITES & MTG. STILES AT HEAD /SILL SEE NOTE ( *) ON SHEET 2 PRODUC r REVISFA °Ompl cedeying with the Florida Acce taaceNo l{ -10 .oq hate. Cost LAMINATED GLASS INSULATING LAM. GLASS SMALL MISSILZ ..IMFACT LARGE MISIILE IMPACT l O 0 O. 0 U 0 a 0 A P S .0 0 c 0 0 E.' O 0 m 6 51 , s r V drawing no. W10 -18 (sheet 1 of 1 1 ) - DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A' &'Al' GLASS TYPES 'B' &'BY WIDTH HEIGHT WIDTH HEIGHT EXT.( +) INT.( -) EXT.(+) INT.( -) 26 -1/2" 25 -1/2" 65.0 65.0 80.0 90.0 37" 26" 36" 25" 65.0 65.0 80.0 90.0 53-1/8" 26" 52 -1/8" 2b" 85.0 65.0 80.0 90.0 74° 73" 85.0 65.0 80.0 90.0 26 -1/2" 38 -3/8" 25 -1/2" 37 -3/8° 65.0 65.0 80.0 90.0 37" 38 -3/8" 36" 37 -3/8" 85.0 65.0 80.0 90.0 53 -1/8" 50 -5/8" 52 -1/8" 49 -5/8" 65.0 65.0 80.0 90.0 74" 50 -5/6" 73" 49 -5/8" 65.0 65.0 80.0 90.0 26 -1/2" 25 -1/2° 65.0 85.0 80.0 90.0 37" 50 -5/8" 36" 49 -5/8° 65.0 85.0 80.0 90.0 65.0 65.0 80.0 90.0 53 -1/8" 61.6 52 -1/8° 78.2 74" 73" 65.0 65.0 80.0 90.0 26 -1/2° 25 -1/2" 65.0 65.0 80.0 90.0 37° 63" 36" 62 65.0 65.0 80.0 90.0 53 -1 /8" 63" 52 -1/8° 82" 65.0 65.0 80.0 90.0 74" 73" 60.2 60.2 74.3 74.3 74" 83" 73" 62" - - 80.0 90.0 * DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A' &'A1' GLASS TYPES 'B' &`B1' WIDTH HEIGHT WIDTH HEIGHT EXT.( +) INT.( -) EXT.(+) DIT.( -) 74" 73" 65.0 65.0 80.0 90.0 106 -1/4" 26" 105 -1/4" 25" 65.0 65.0 80.0 90.0 111" 110" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 106 -1/4" 38 -3/8" 105 -1/4° 37 -3/8° 85.0 65.0 80.0 90.0 111" 110" 65.0 65.0 80.0 90.0 74" 50 -5/8" 73" 49 -5/8" 65.0 65.0 80.0 90.0 108 -1/4" 50 -5/6" 105 -1/4" 49 -5/8" 65.0 65.0 80.0 90.0 111" 110° 65.0 85.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 106 -1/4" 63° 105 -1/4" 62" 61.6 61.6 78.2 78.2 111" 110" 60.0 60.0 76.4 76.4 106 -1/4" 105 -1/4" - - 804 90.0 * 111° 63" 110" 62 - - 80.0 90.0 * *ADDL. ANCHORS REQUIRED AT CENTER OF LTTES AND MTG. STILE ENDS. O OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' Xt" BUCK DIMS Tit" 1YP. FLANGE FRAME FLANGE DIMS (1/3W) 1 i (1/3w), 1 ice/' a GLASS TYPES A &'Al' GLASS TYPES 'B' &'B1' WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BUCK DIMS EQUAL LEG FRAME DESIGN LOAD CAPACITY - PSF ()COX SIZES) FLANGE DIMS. BUCK DIMS. GLASS TYPES A &'Al' GLASS TYPES 'B' &'B1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.( -) EXT.(+) INT.( -) 74° 73" 65.0 65.0 80.0 90.0 106 -1/4" 26" 105 -1/4" 25" 65.0 65.0 80.0 90.0 111 ° 110" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 106 -1/4" 38 -3/8" 105 -1/4" 37 -3/8" 65.0 65.0 80.0 90.0 111 ° 110" 65.0 65.0 80.0 90.0 74" 50 -5/8" 73° 49 -5/8" 65.0 65.0 80.0 90.0 74" 83" 73" 62" 65.0 65.0 80.0 90.0 (1 /4w) (1/2W) (1/4w) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH STD. MTG. RAIL: LIMIT MAX. LOAD TO ±65.0 PSF H.D. MTG. RAIL LIMIT MAX. LOAD TO +80.0 -90.0 PSF 'X0X` PRODUCT' REVISED es complying with the Florida Budding Curls Acceptance No I- 03.0 t Ex Date z 0 a Q N IL Z re a a p o- � C H ca .I 0 is 0 1 g4 0 b a 8 9' 0 O FLANGE & FLANGE ADAPTO Z. 'R • EQUAL LEG FRAME En�ix �avAD �IAAq „ NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 'JAN DECLARATORY STATEMENT DCA05- DEC -219 2012 0 8 -a drawing no. W10 -18 (sheet 2 of 11 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. GLASS TYPES 'A' &`Ai' GLASS TYPES 'B'&`Bl' WIDTH HEIGM EXT.( +) INT.( -) EXT.( +) INT.( -) 25 -1/2" 65.0 65.0 80.0 80.0 36' 25" 65.0 65.0 80.0 80.0 52 -1/8° _.. ._., .._._65.0_. 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 25 -1/2" 37 -3/8" 65.0 65.0 80.0 80.0 36" 37 -3/8° 65.0 65.0 80.0 80.0 52 -1/8" 49 -5/8' 65.0 85.0 80.0 80.0 73° 49 -5/8" 65.0 65.0 80.0 80.0 25 -1/2° 36' 49 -5/8° 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 52 -1/8" 80.0 65.0 65.0 80.0 80.0 73" 80.0 65.0 65.0 80.0 80.0 25 -1/2" 80.0 65.0 65.0 80.0 80.0 36° 62" 65.0 65.0 80.0 80.0 52 -1/8" 65.0 65.0 80.0 80.0 73° 60.2 80.2 80.0 80.0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (X0X SIZES) BUCK DIMS. GLASS TYPES 'A' &`A1' GLASS TYPES '8' &'B1' WIDTH HEIGHT EXT.(+) INT.( -) EXT.( +) INT.( -) 73° 65.0 65.0 80.0 80.0 105 -1/4" 25" 65.0 65.0 80.0 80.0 110" _.. ._., .._._65.0_. 65.0 65.0 80.0 80.0. 73" 65.0 65.0 80.0 80.0 105 -1/4" 37 -3/8" 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73" 49 -5/8' 65.0 65.0 80.0 80.0 105 -1/4" 49 -5/8" 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73° 85.0 65.0 80.0 80.0 105 -1/4" 82" 61.6 61.6 80.0 80.0 110" 60.0 60.0 80.0 80.0 (1 /3W) t (1/3W) 4 (1/3W) i OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' STD. MTG. RAIL H.D. MTG. RAIL: LIMIT MAX. LOAD TO ±65.0 PSF OMIT MAX. LOAD TO ±80.0 PSF DESIGN LOAD CAPACITY - PS? (XOX SIZES) BUCK DIMS. GLASS TYPES `A' &'Ai' GLASS TYPES `B' &'81' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 73° 65.0 65.0 80.0 80.0 105 -1/4' 25° 65.0 85.0 80.0 80.0 110 ". _.. ._., .._._65.0_. 15.o... _ .80.0 ._ . 80.0 73" 65.0 65.0 80.0 80.0 105-1/4» 37 -3/8" 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73" 49 -5/8' 65.0 65.0 80.0 80.0 73" 62° 65.0 65.0 80.0 80.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUC r REVISED p complying with the Florida AAcepptan eeNNo 11- I u31.04 Nap : << 'al Product Control FIN FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 0 2 0 c O R 0 0 0 O m ti drawing no. w10 -18 sheet 3 of 11 1/8° ANN. GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090° PVB INTERLAYER SAFLEX 1110 BY 'SOLUTUA' OR .090° SOP INTERLAYER BY 'DUPONT' 0 it 1/4" AIR SPACE 1/8° ANN. GLASS 1/8° ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'A' 5/16" NOMINAL LAM. GLASS 1/8° ANN. GLASS .075° PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090° PVB INTERLAYER SAFLEX 1110 BY 'SOLUTIA' OR .090° SGP INTERLAYER BY ' DUPONT' 1/8° ANN. GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'Al' 0.70° OVERALL INSUL LAM. GLASS 1/8" HEAT STREN'D GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090° PVB INTERLAYER SAFLEX 110 BY 'SOLUTIA' OR .090" SGP INTERLAYER BY 'DUPONT' SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 GLASS TYPE 'B' 5/16° NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS z 6 1/8° HEAT STREN'D GLASS .075° PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090° PVB INTERLAYER SAFLEX 1110 BY `SOLUTIA' OR .090° SGP INTERLAYER BY ' DUPONT' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 0 GLASS TYPE 'B1' 0.70° OVERALL INSUL LAM. GLASS NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED. PRODUC 1' REVISED its �dmng with the Florida Cede Acceptance No 1 - to�l•o►{ '1111.!1 z o ' " Q a ego Q t vC Oaa 14 O 8 o ' t- t W Wisp 8 0 ZJ a 8 i 0 a 0 II O d O C 0 0 Id g drawing no. W10 --18 (sheet 4 of 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23C. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. jr _rt i I MIAMI —DADS COUNTY APPROVED 1 I MULLION & MUWON ANCHORS I II SEE SEPARATE NOA 1"lit" rtt TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fua.120 KSI, Fy=92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK.= .090 ") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCKNr. „JAMBS f m = 2000 PSI MIN. P 4 ,v TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W10-18 FLANGE & FLANGE ADAPTOR FRAME 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH 1/4° MAX. VENT WIDTH FLANGE ADAPTOR FRAME SCREENS OPTIONAL WOOD B K WOOD STRUCTU' +' BY WOOD BUCKS XOX LAYOUT EXTERIOR D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING F. METAL STRUCTURE INTALLATIOjd. DETAILS SHOWN ON PAGES 5 AID' b. APPLY'TO. BOTH FLANGE FRAME AND FLANGE ',ArW'toR *FRAMES. — SCREENS OPTIONAL EXTERIOR .1 BY • WOOD BUCKS XO LAYOUT D.L. OPG. N,, 1,3 2012 PRODUCT REVISED 0 complying with the nitride Acceptance No 1t— tO31.O 11�tt , • drawing no. W10 --18 TYPICAL. ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EQUAL LEG FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. BUCK WIDTH 2 3/8" MIN. 2 -3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2 ". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W10 -18 ILLUSTRATIVE OILS. ONLY EXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD STRUCTURE NOT BY COI FIN FRAME TYPICAL ANCHORS: SEE. ELEV. FOR SPACING #5 SMS (GRADE 2 cRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1 /2° MIN. PENETRATION INTO WOOD EXTERIOR PRODUC C REVISED complying with the Florida tding Cmlo Acccpteaso Ne — (O , •U4 a gt me t 0. O$ � V Q 01,22 4 g z::00) a et IN 0 0 0 V ` <m drawing no. W10 -18 (sheet 8 of 11) ITEM PART # QUANTITY DESCRIPTIOAI MATERIAL MANF. /SUPPLIER/REMARKS E1 C01 -100 - FRAME JAMB 0 FIXED GLASS 6063 -T8 CO1 EXTRUDER E2 CGI -113 - FRAME SILL 6063 -T6 CGI EXTRUDER E3 001 -102 - FRAME HEAD 6063 -T6 CGI EXTRUDER E4 C01 -103 - MEETING RAIL 6063 -T8 CGI EXTRUDER E5 CGI -104 - LOCK RAIL 6063 -T6 CGI EXTRUDER E6 CGI -105 - HANDLE RAIL 6063 -T6 CGI EXTRUDER E7 CGI -106 - SASH RAIL 6063 -T6 CGI EXTRUDER E8 CGI -107 - 5/16" GLAZING BEAD 60633 -T5 CG1 EXTRUDER E9 CGI -108 - 0.700" GLAZING BEAD 6063 -T5 C01 EXTRUDER El0 CG1 -109 - FRONT FLANGE ADAPTOR 6063 -T6 CGI EXTRUDER El 1 CGI -110 - NAIL FIN ADAPTOR 6063 -76 CGI EXTRUDER E12 C01 -135 - TF FRAME JAMB D FIXED GLASS 6083 -78 CGI EXTRUDER E13 C01 -136 - TF FRAME HEAD 6063 -78 CGI EXTRUDER E14 CGI -139 - TF FRAME JAMB 8083 -T6 CGI EXTRUDER E15 CG1 -140 - 1" MUNTIN 6083 -T5 CGI EXTRUDER E1B COI -141 - 2.5" MULLION 8083 -T6 CGI EXTRUDER El 7 CGI -605 - SCREEN FRAME 6083 -75 CGI EXTRUDER E16 CGI -114 - SILL SNAP IN 8083 -T6 CGI EXTRUDER El 9 CGI -115 - SILL FILLER 8083 -T6 CG1 EXTRUDER E20 601 -116 - FRAME JAMB 6063-76 CGI EXTRUDER E2I 601 -117 - HD LOCK RAIL 6053-10 CGI EXTRUDER E22 CGI -138 - TF FRAME SILL 606376 COI EXTRUDER E23 CGI -109 - FRONT FLANGE ADAPTOR 8063-T8 CGI EXTRUDER M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 C0I -111 - SCREW COVER (OPTIONAL) PVC - M3 C01 -112 3" 0 ANCHORS EQUAL LEG COVER /SHIM PVC - M4 - 0.700" X 0.040" BEAD 0E1200 SILICONE SILICONE GE 145 - 0.700" X 0.040" BEAD DOW 995 SIUCONE DOW M8 - 0.700" X 0.040" BEAD DOW 899 SIUCONE DOW M7 M7 - 2/ LITE SETTING BLOCK EPOM - - - PETTING O WRAP WATERPROOFING OR EQUN. - - 149 684 - ROLLER TRACK PVC - M10 CGI -128 2 PER SASH ROLLER HOUSING NYLON - M11 W23201NG -- PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -129 1 PER SASH EGRESS LOCK ALUM. SUWVAN M13 CGI -131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391 -N 1 PER SASH ANTILIFT BLOCK NYLON M &M 1415 - OPTIONAL RETICULATED FOAM 30 PPI - - M18 C01 -134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401 -32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. M18 C01 -132 2PER WO. 2" SASH STOP PVC PROTOTYPE M19 C01 -111 0 FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI -125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M M22 - VARIES Ht -FLO WEEP COVERS PVC AMESBURY OR EQUIV S2 - 2 OR 3 PER CORNER # 10 X 1 1/4" LG. PHL PH. SMS. ST /ST. ASSEMBLY SCREW - - S3 - 1 1/4" EMBED. # 8 X 1 1/2" LG. PHL PH. SMS. FIN ANCHOR SCREW - - S4 - 4 PER WD. a 8 X 1/2" PH. SMS. ST /ST BALANCE BRACKET SCREW - - S5 2 PER WD. # 8 X 1" LG. FH. SMS. ST /ST. SPIRAL B. ASSEMBLY - - S6 - - # 6 X 1/2" LG. FH. SMS. 0 CGI -133 & CAM LOCK - - S8 - 4 014. RAIL # 10 X 4" LG. PHL. PH. SMS. ST /ST. ASSEMBLY MEETING RAIL - - S9 - 2 PER ANT1LIFf # 10 X 5/8" LG. PHL PH. SMS. ST /ST. ANTIUFT SCREW - - et • Engr' JAy MAD • ' OVAL FLA. PE 70592, • V. 012 PRODUC P REVISED emptying with the Florids Cede Acceptance % I- 10514:N Are 8 0 5 z c 0 0 v 0 g O 0 0 0 drawing no. W10 -18 (sheet 9 of11) 2.113 / [� 2.440 2.440 1.015 r .085 .720 tr y t�,yi 2 149 1.680 7a5 5 ` -..I .050 iYP. 411 .705 ail Co 2.348 .050 7YP. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 'IEt- (305) 264$100 PAX. (305) 262- 6978 ' a � c0i 085 TYP. 1.155 085 TY'• 1.854 .884 .884 2.846 1.301 1.601 1.301 1.220 d I1.007 .745 - a50 E8 5/16" GLAZING BEAD ( '� � �./. .700" GLAZING BEAD 1 .155 E4 .065 TYP. 1.388 - MEETING RAIL 1.395 ® NAIL FIN ADAPTER 1.395 '{ f.180 1.449 ® FLANGE 1.015 FRAME HEAD O FLUSH 1.015 FRAME HEAD 293 1.496 050 0 .065 M3 FLUSH FRAME COVER O .086 I I� -1.413 a 1.015 -.• 1.015 1.788 TYP • 2.264 4.430 1.140 3.930 11.140,. 1.255 O SCREW COVER 1.220 3.185 - 1.015 D • 080 1YP. 2.885 f -- RI M {` CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593 -6590 FAX. (305) 593 -8592 065 U TYP. 085 • C 8 Q LOCK 4D SILL FILLER 3.685 2.885 1.043 RAIL •550 1.450 .180 Jr F y - 1.788 _/ O E22 .050 FLANGE 2.440 FRAME SILL ,' FLUSH --- 2.440 FRAME SILL -.. o FLANGE ADAPTOR 1 015 085 7Yp• 2.310 1.220 2 737 2737 E21 ALT. 1.043 LOCK RAIL 065 TYp. 2.505 .065 TYP. i > oc X far1.000 0 t 2 R 2 2.505 2.813 2.813 1.892 065 fYP. 2.185 .991. .500 .991 1.015 9 3.237 40 FLANGE FRAME JAMB (MOVING) E20 2.737 a FLUSH FRAME JAMB (MOVING) E8 0 1.043 .811 .811 c ooti S 4 a o 2.505 .065 NP. 2 545 HANDLE RAIL 085 TM. 0 1.025 �i , . •• 0 �i g r 9 v. - Png. _ JAVAD AMMO FW1, PE pp 7W92 A 1: j!t`�' 2012 PRODUC l• REVISED EiiOrkI& tt-ca3..y, Y�w',ate ' !{� s 1r; 'r , ; �,�, 1.015 065 1.396 FLANGE FRAME E1 FLUSH FRAME .500 1.245 JAMB .- (FIXED) 1.000 1.745 JAMB (FIXED) 1.015 SASH RAIL drawing no. iN10 -18 (sheet 10 of 1 1 ) FRAME BOTTOM CORNER drawing no. ' W10 -18 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA CGI Windows & Doors 10100 NW 25th Street Miami, FL 33172 SCOPE: MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 ‘vww.miamidade.gov/pera/ 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 "130 Sentinel " Aluminum Fixed Window L.M.I. APPROVAL DOCUMENT: Drawing No. W10 -02, titled "Series 130 Sentinel Alum Fixed Window (S.M.I.) (L.M.I.)", sheets 1, 1.1, 2, 3, 4, Sand 6 of 6, dated 01/30/10, with revision D, dated 10/10/11, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, 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 # 11- 0303.03 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 Manuel Perez, P.E. MIAMI.DADE • UNTY r APPROVED NOA No. 11-1031.06 HAWING REVIEW Expiration Date: September 22, 2015 Approval Date: January 12, 2012 Page 1 0 Rejected; Revise and Resubmit Aprovrei as No ©I Not Re>i c ( this frawir T thilt to I t a� design wocepts and ges ra! compliance with inforrrcrtton �,< v project plans Adtor project specifications only, and Is not intendrd to be a verification nt rata! material required or that MI items required are shown. This review shall not relieve the cattrarlor Rein title responsibility of details of Assign, dimensions, job conditions, construction moans and methods, ccordlnattun with other trades. or any other requiremente of the plans, specification Or contract. Any notations cn tiles shop drawing cnsds by Murk E. Reardon. Inc. shalt not ire construed to authorize additional work cOIt. Review of design taicuiatIons and drawings prepared by Specialty Cnginar:rs i . ilrniled to de:.ign Wont and dons not constitute a detailed smack of calculations, no does it relieve the Specialty Enginbers from the responsibility of detailing of the zpeciaity dumponent or system. lark c. km*" ! Naiad ct Nameior t!s. CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10 -02, titled Series 130 Sentinel Alum Fixed Window (S.M.I.) (L.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision D, dated 10/10/11, prepared by AI-- Farooq Corporation, signed and sealed by Javad Ahmad, 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 along with marked —up drawings and installation diagram of mullion, prepared by Hurricane test Laboratory, LLQ, Test Report No. HTL-- 0080. 0103 --10, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10 — 0510.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC -2010, prepared by Al— Farooq Corporation, dated 02/28/11 and updated on 10/10/11, signed and sealed by Javad Ain/lad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas6 Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 3. Notice of Acceptance No. 08- 1224.04 issued to Solutia, Inc. for their."Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. LJ %11 llJ 1 Manuel - , P.E. Product'Contr sfigirT finer NOA No. 11- 1031.06 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E -1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2007 and FBC -2010 and of no financial interest dated 10/06/11, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL- 0080 - 0103 -10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10 - 0510.13) Proposal No. 09 -0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under previous NOA No.10 - 0510.13) G. OTHERS 1. Notice of Acceptance No. 11- 0303.03, issued to CGI Windows and Doors, Inc. for their Series "130 Sentinel" Aluminum Fixed Window - L.M.I. approved on 03/21/11 and expiring on 09/22/15. mantle ' er z, P.E. Product Contr, E : miner NOA No. 11-1031.06 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E -2 a zJ a O rn 49" 6" MAX. FLANGE WIDTH – D.L OPG. m 18" MAX. HEAD /SILL CORNERS a (� 0 ®3 SHORTER , SIDES 6 — — it n I1 II II n 11 0 II II L 11 - I I 1 i 1 11 II 11 II 0 - __ -JL__Z –� 11 11 11 II II 0 11 11 II `- 'I , �,, ©@--)I' II 11 11 U 11 _1_ __ - - - n- - - -- n 11 0 II II 11 1I It 11 -U.- 1 _ t FLANGE & FLANGE ADAPTOR FRAME i0 rn a 48" BUCK WIDTH D.L. OPG. 18e b • II II I I II II /%n 11 11 II 11 -n 0 II II to "o FALSE MUNJNS (SURFACE APPUED) OPTIONAL SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX. /FIX. OR FIX. WDW. WITH OTHER MIAMI –DADE COUNTY APPROVED WINDOWS USING MIAMI –DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND I ES I ED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. I. 8" MAX SHORTER SIDES EQUAL LEG FRAME zQ 1. 6" MAX. HEAD /SILL CORNERS 49° FLANGE WIDTH D.L. OPG. ii 11 I I I I _ __ 1L i n I II II tr II 11 I I -rr-' u n n CO to 9 18° MAX..] SHORTER SIDES CO O J 0 B" MAX. CORNERS TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. PRODUCT RFiVISED as complying with the Fi bd tb Building Code AFl;r n cceptance DN r "'^ (V. 2b)15 b 96" BUCK HEIGHT D.L. OPG. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. DAYUTE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT – 3.00" D.L.O. WIDTH = BUCK WIDTH – 3.00" Engri, 41WAU} % ' FLA. PClM ` 752 C 17" MAX. STRAIGHT SIDES LAM. GLASS INSULATING LAM.GLASS `S�`MALL MISSILE IMPACT AttrARGE MISSILE IMPACT y.0 w w 0 g Ito a • et op, e1 LL 0103 8 o ' '- U) Q. p (N� W(4 Jpa awN2 d 1 3 to c 0 Z Oy ; o IK "� °cal • Iyoo 4% • a < 0 U G drawing no. W10-02 sheet 1 of 6 6° MAX HEAD /SILL CORNERS 48" BUCK WIDTH D.L OPG. 16" MAX. STRAIGHT SIDES FALSE MUNTINS (SURFACE OPTIONAL I. 16" MAX. STRAIGHT SIDES m 8" MAX. HEAD /SILL CORNERS FIN FRAMES 48" BUCK WIDTH D.L. OPG. II II II 11 1- L16» 11 II 11 I I 0._____111 11 n 11 II ii /.� 11 - - -- u '1 u - --11 -1 Il II II II O II 11 11 O 11 L 0. -n II n O II 11 11 11 11 II MAX. STRAIGHT SIDES TYPICAL ELEVATIONS U a 0 0. U 11 U 11 11 1 11 11 11.4 11 11 11 11 °'i 11 11 JL —_ —_ 11 11 II II 11 a II n II ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES Engr. JAVAD A1'M41/40 CML RA PE 1 _ _ 70592 PRODUCT REVISED as complying with Ike Florida Building Code Acceptance No Expiration Bate By Miami n 1. 0 0 m U O drawing no. W10 -02 (sheet 1.1 of 6 ) d II 11 11 II 11 II ___JL 11 11 11 11 11 11 11 II ,. II -� n 11 /� u _u_ - n- - - -- 11 II 11 --- 0. - — r- -- n 0 n H Ir B2 e 11 11 II H 11 - - --11- --11- __ —11- 11 11 11 _ .0 "— —"— 11 II 1 0 II it FALSE MUNTINS (SURFACE OPTIONAL I. 16" MAX. STRAIGHT SIDES m 8" MAX. HEAD /SILL CORNERS FIN FRAMES 48" BUCK WIDTH D.L. OPG. II II II 11 1- L16» 11 II 11 I I 0._____111 11 n 11 II ii /.� 11 - - -- u '1 u - --11 -1 Il II II II O II 11 11 O 11 L 0. -n II n O II 11 11 11 11 II MAX. STRAIGHT SIDES TYPICAL ELEVATIONS U a 0 0. U 11 U 11 11 1 11 11 11.4 11 11 11 11 °'i 11 11 JL —_ —_ 11 11 II II 11 a II n II ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES Engr. JAVAD A1'M41/40 CML RA PE 1 _ _ 70592 PRODUCT REVISED as complying with Ike Florida Building Code Acceptance No Expiration Bate By Miami n 1. 0 0 m U O drawing no. W10 -02 (sheet 1.1 of 6 ) sheet 2of6) DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C&'C1' GLASS TYPES `D' &'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 114T.(-) EXT.(+) 1NT.( -) 24" 23" 80.0 80.0 80.0 80.0 30° 114" 29" 113" 80.0 80.0 80.0 80.0 36" 26" 35° 25" 80.0 80.0 80.0 80.0 42" 36» 41" 36» 80.0 80.0 80.0 80.0 48" 47" 80.0 80.0 80.0 80.0 54" 120" 53" 119" 80.0 80.0 80.0 80.0 60" 59" 80.0 80.0 80.0 80.0 61" 60" 80.0 80.0 80.0 80.0 24° 38 -3/8° 23" 37 -3/8° 80.0 80.0 80.0 80.0 30" 121" 29" 120" 80.0 80.0 80.0 80.0 36" 35" 80.0 80.0 80.0 80.0 42 "° 41 ° 4,7» 70.2 70.2 80.0 80.0 48° 47" 61.3 61.3 80.0 80.0 54" 53" 61.3 " 81.3 80.0 80.0 80" 50 -5/8° 59° 61.3 61.3 80.0 80.0 61° 600 -6 /B° 61.3 81.3 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36" 35" 80.0 80.0 80.0 80.0 42" 80" 41" 59" 70.2 70.2 80.0 80.0 48" 47" 61.3 61.3 80.0 80.0 54" 53° 54.3 54.3 72.5 72.5 60° 59" B2" 48.8 48.8 65.1 65.1 61" 60" 48.8 48.8 65.1 65.1 24" 23" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36" 35" 80.0 80.0 80.0 80.0 42" 72" 41" 71" 70.2 702 80.0 80.0 48" 47° 61.3 61.3 80.0 80.0 54" 78" 53" 75" 54.3 54.3 72.5 72.5 60" 59" 48.8 48.8 85.1 65.1 81" 60" 48.0 48.0 64.0 64.0 24" 23" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36° 35" 782 78.2 80.0 80.0 42" 84" 41" 63" 70.0 70.0 80.0 80.0 48° 47° 81.3 61.3 80.0 80.0 54" 53" 54.3 54.3 72.5 72.5 56" 55° 52.4 52.4 89.8 69.8 24" 23" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36" 970 35" 96" 75.6 75.6 80.0 80.0 42" 41" 65.2 65.2 80.0 80.0 48° 47" 60.8 80.6 80.0 80.0 49° 48" 59.6 59.6 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36" 102" 35° 101" 74.8 74.6 80.0 80.0 420 41" 65.7 65.7 80.0 80.0 46" 45" 59.3 59.3 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 30" 29° 80.0 80.0 80.0 80.0 36" 108" 35" 107" 73.8 73.8 80.0 80.0 42" 41" 62.4 62.4 80.0 80.0 44" 43° 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FIANCE DIMS. BUCK MS. GLASS TYPES 'C' &'CI' GLASS TYPES 'D' &'DI' WIDTH (W) LENGTH (1) WIDTH (W) LENGTH (L) EXT.( +) 1NT.(-) EXT.(+) 1NT.( -) 24" 23" 80.0 80.0 80.0 80.0 30" 114" 29" 113" 80.0 80.0 80.0 80.0 36" 26" 35" 25" 73.0 73.0 80.0 80.0 41" 40" 61.4 61.4 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 30" 120" 29° 119" 80.0 80.0 80.0 80.0 36" 35" 72.4 72.4 80.0 80.0 39° 38° 65.9 65.9 80.0 80.0 24" 38 -3/8° 23" 37 -3/8° 80.0 80.0 80.0 80.0 30" 121" 29° 120" 80.0 80.0 80.0 80.0 36° 35° 72.3 72.3 80.0 80.0 39" 38" 85.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C' &'C1' GLASS TYPES 'D' &`D1' WIDTH (W) LENGTH (1.) WIDTH (W) LENGTH (L) EXT.( +) TNT.( -) EXT.(+) 1NT.( -) 19 -1 /8° 18 -1 /8° 80.0 80.0 80.0 80.0 26 -1/2" 25 -1/2" 80.0 80.0 80.0 80.0 37" 26" 36" 25" 80.0 80.0 80.0 80.0 48" 47" 80.0 80.0 80.0 80.0 53 -1/8° 52 -1/8" 80.0 80.0 80.0 80.0 61" 60" 80.0 80.0 80.0 80.0 19 -1/8" 18 -1/8" 80.0 80.0 80.0 80.0 26 -1/2" 25-1/2" 80.0 80.0 80.0 80.0 37" 38 -3/8° 36" 37 -3/8° 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 48" 47" 53 -1/8" 52-1/8" 77.1 77.1 80.0 80.0 61" 80" 77.1 77.1 80.0 80.0 19 -1/8" 18-1/80 80.0 80.0 80.0 80.0 26 -1/2" 25 -1/2° 80.0 80.0 60.0 80.0 37° 50 -5/8° 36° 80.0 80.0 80.0 80.0 48° 47° -6 /B° 61.3 61.3 80.0 80.0 53 -1/8" 52 -1/8" 58.0 58.0 77.4 77.4 61" 60" 58.0 58.0 77.4 77.4 75 -1/4" 74 -1/4" 58.0 58.0 77.4 77.4 93 -3/4" 92 -3/4" 58.0 58.0 78.5 76.5 19 -1/8" 18 -1/5" 80.0 80.0 80.0 80.0 28 -1/2" 25 -1/2" 80.0 80.0 80.0 80.0 37 "° 38" B2" 80.0 80.0 80.0 80.0 48" 47" 61.3 61.3 80.0 80.0 53 -1/8" 52 -1/8° 55.3 55.3 73.7 73.7 81" 600 48.0 48.0 84.0 64.0 75 -1/4° 74 -1/4° 46.5 46.5 61.9 81.9 19 -1/8° 18-1/8° 80.0 80.0 80.0 80.0 26-1 /2" 25 -1/2" 80.0 80.0 80.0 80.0 37" 78" 36" 75" 78.9 78.9 80.0 80.0 480 47" 61.3 61.3 80.0 80.0 53 -1/8° 52 -1/8" 55.3 55.3 73.7 73.7 61" 60" 48.0 48.0 64.0 84.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 L i 0,7, J W ,�ILZZEi WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORFZONTALLY AS SHOWN ABOVE. BUCK DIMS EGUAL LEG FRAME BUCK DIMS FJN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS Emgr: JAdAD AAMAD CIVIL F C.A:N. 35382 PRODUCT REVISED" es Boildfn Yntde the Honda Acs cptan a No on Date 8 8. 0. ci° 0 f a Cco a ot d patio 0 °a ti IY 0 0. O u J d a4i O i-3 a 0 0 2 .4 "O 0 0 E oc 0 m 0 0 drawing no. W10 -02 3/16" ANN. GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY `SOLUTIA` OR .090" PVB INTERLAYER SAFLEX MG BY 'SOLUTIA' OR .090" SGP INTERLAYER BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 a 0 GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .075° PV8 INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090° PVB INTERIAYER SAFLEX 111G BY 'SOLUTIA' OR .090" SGP INTERLAYER BY 'DUPONT' 3/16" HEAT STREN'D GLASS N SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 (L.M.I. & S.M.I.) M 0 GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS 3/16" ANN. GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUT14' OR .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' OR .090" SGP INTERLAYER BY ' DUPONT' 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 M GLASS TYPE 'Cr 1" OVERALL INSUL.. LAM. GLASS (L. M.I. ONLY) z a 3/16" HEAT STREN'D GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090° PVB INTERLAYER SAFLEX RIG BY `SOLUTIA' OR .090" SGP INTERLAYER BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 w GLASS TYPE `D1' 1" OVERALL INSUL LAM. GLASS (S.M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Cl' & `01' MUST BE TEMPERED. SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 • OPTIONAL GrLAZING DETAIL GLASS TYPES 'G1'• at 'D1' Engr AVM AHMAD FLAG PE ! 538 70592 .A.N. ' PRODUCT REVISED es complying with the Florida BuildmgCode Acceptance No Exphation Date g z a cco • d 0 r o R U O 1 1 0 U ce 4 NM 2 C3MJ) Zzc', 00_A • 8 0 0 'C . 2 0 Cs' m o 0 5 0 S 4 m 0 v` drawing no. W10 -02 sheet 3 of 6 TYPICAL EDGE_DISTANCE CONCRETE AT HEAD, SILL OR JAMBS f'o Q 3000 PSI MIN C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. , %hiN° ` , 4 o TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW = 2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. 2J a 4 62 INSTALLATION DETAILS THRU 1x WOOD BUCKS INTO CONCRETE FLANGE, - INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE TYPICAL ANCHORS INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE 1/4" MAX. INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULUONS FLANGE SEE ELEV. 28Y WOOD BUCK FOR SPACING OR WOOD STRUCTUR ® .SHIMS METAL STRUCTURE TYPICAL ANCHORS • o FoR SPACE tNG v v, `Q G` D ��ufi�IN � E ANCHORS SEE FOR SPACING @ IE .11 pLwr, e :Ito iiium �1 �� qtr 0 ,• _._- _.,_- ____.r g P ti oN a re >S MIN.. ° . NMI In% WOOD • .- • °, BUCK p . TYPICAL APPCHORS SEE ELEV. x FOR SPACING Q ,� © ` EQUAL LEG EQUAL LEG 1/4" MAX. . • EQUAL LEG SHIMS . EQUAL LEG . ; ' . © 2BY WOOD BUCK OR WOOD STRUCTURE A CD ® © ,� METAL STRUCTURE C j • NM i. _ . 1© s a. T1!1L -• �.._.._.J v ' :_ 4,.. --:l � ® *O IN 1 ._. �+ u v b2222 I f/i u iTi r wriiiii SEE YANCHORS v FOR SPACING A• • irr ® ® TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD '' ° 1 CY BUCK TYPICAL ANCHORS SEE ELEV. ` FOR SPACING kie t I x © 't ® 1111 n m M v � Ml ^ � CJ TYPICAL ANCHORS: SEE ELEV. FOR SPACING 014 SMS OR SELF DRILLING SCREWS WOOD BUCKS BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMROS D BY GLAZING SYSTEM ,� cam „ o (GRADE 2 cis) AND TRANSFER THo To ::THE. 'BUILDING STRUCTURE. 1/4" DIA. TAPCION BY 'MN' (Fu=120 KSI, Fy =92 KSI) INTO METAL STRUCTURES .-. , S -.:, ,—; ,„ 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy =1� Kst) . STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ° u N r B � '� .t f) "�; ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) THRU 1BY BUCKS INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Engl.: JAVAD AHMA11•• cL :T C 0592 ' ! �� c�4�. . , PRODUCT ascoingcog with theFMdda Building No No I'1G 1 i ExpiratioalT�_:�� o 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI —DADS COUNTY APPROVED MULLIONS (MIN. THK. a .090"} DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY -,,• badaYmdttct 1" c" drawing no X11 0 -02 (sheet 4 of 6 TYPICAL INSTALLATION DETAILS l \ , COMP— ANL \W10 -02CGi THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW r AL- FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT 5.235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264 -8100 PAX (305) 262.6973 INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR INSTAUAT1ON DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR TYPICAL ANCHORS SEE ELEV. 2BY WOOD BUCK FOR SPACING OR WOOD STRUCTURE 1/4" MAX. STRUCTURE © B3 ,1 I SHIMS • Q TYPICAL ANCHORS v f SPACE NG • > © A3 TYPICAL ANCHORS SEE ELEV. FOR SPACING LEL 110-Mill ° 1, sn�itlgh�r G m Q �� (.11 O / SERIES 130 SENTINEL ALUM FIXED WINDOW (S.14.I)(LM.11 CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593 -6590 FM. (305) 593 -6592 Ili ! p D b V t. o TYPICAIz Ai bHORS FOR ELEV. ; FOR SPACING r�1 -- t 1 4 0: jtLi' WOOD fl I © ©r 4 • v b v I to D .. ?' p 1 BY BUCK i If, ,� . co 2 3/8" MIN. 1/4" MAX. BUCK HEIGHT 1/4" MAX. WOOD STRUCTURE NOT BY COI GAP GAP — <` ■ `■ 1/2° MIN. 1/2" MIN. BACKBED 2 3/8" MIN. I . ``\`\`` ` FIN FRAME — ... TYPICAL ANCHORS: SEE ELEV. FOR SPACING CAULKING la--1 111 , i ' c , description REV. PER BCCO COMMENTS i i g R N N z °z g III z 18 SM GRADE 2 CRS) . C, Lei II —��- WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2 °. THE USE OF DEEPER OR PERMITTED. IS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �Ql— 1 -1/4" MIN. PENETRATION INTO WOOD �! - HOUSE WRAP I 0 EXTERIOR BUCK WIDTH BUCK WIDTH a _ r_ _i I 1 I L —._J _ fr -11 MIAMI -DADE COUNTY 1 MAMI -DADE COUNTY APPROVED !I - - 1 ". APPROVED MULLION 1 MULLION & MULLION ANCHORS 1 i . N c o 0 0- v $ b 0 . ri 24 d - —° . m v Ji L - `r'i�ir�i'I Jii & MULLION ANCHORS SEE SEPARATE NOA I SEE SEPARATE NOA I Ii 1 � 1 :�. • a o • N. 18 `� l' v J-I 'l1.i t�� EngniJAVAD AHMAD PIA. PEM�L I7l�l� iibl2 CAN. 3536 \� -' - t . P-- -iDUCT REVISED ds complying with the Florida ,,tgildittg Code Acooptanos No I/ ' A, 14><p/rBtION Date -,,:x1 tjrj J BY /`: ` Miami:.•.. .,...'Congo + Y._..__.- i I �!! i 1 �r �i L TYPICAL ANCHORS SEE ELEV. FOR SPACING #14x, °sMS. drawing no W10 -02 (sheet 5 of 6 2.505 1.995 FLANGE FRAME ITEM PART QUANTITY DESCRIPTION MATERIAL MANP. /SUPPLIER/REMARXS El CGI -118 4/ WDW. FIANCE FRAME 6063 -T6 E2 001 -119 4/ WDW. FLUSH FRAME /FIN FRAME 6063 -T5 - E3 061 -121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6083 -T6 - E4 CGI -123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063 -T6 - E5 CGI -110 4/ WDW. NAIL. FlN ADAPTOR 6063 -T6 - E6 001 -109 4/ WDW. FRONT FLANGE ADAPTOR 6063 -T6 - MI 001 -382V AS READ. GLAZING BULB VINYL PVC DUROMEFER 75-80 SHORE A M2 061 -124 AS READ. SCREW COVER- OPTIONAL PVC - M3 061 -112 AS READ. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8"} 8063 -T5 - S2 #10 X 1 -1/4" 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST /ST - 1.495 .065 .995 TYP. O FLUSH FRAME /AN FRAME .675 .995F1 875 - 1.184 WELDED JOINT AT ENDS GLAZING BEAD (LAM. GLASS) E4 GLAZING BEAD (LAM. INSUL.. GLASS) 1.130 -I1 —.065 GLAZING ANGLE (LAM. INSUL_ GLASS CIRCULAR WINDOWS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS NAIL FIN ADAPTER E6 FLANGE ADAPTOR 1.119 FLUSH FRAME COVER SCREW COVER drawing no. W10 -02 (sheet 6 of 6 ) s PAINT COLOR APPROVAL AND AGREEMENT All elements on the site must be listed and indicate the color to be painted DIRECTIONS: Please circle corresponding number to appropriate color sample. Walls: 1 (34 3 4 Fascia: 1 V 3 4 Drip edge: 1 2 3 4 Soffit: 1 6 3 4 Roof: 1 2 3 4 Flower Bins: 1 (./ 3 4 Shutters: 1 2 3 4 Awnings. 1 2 3 4 Chimney: 1 2 3 4 Doors & Jambs:1 0 3 4 Garage Doors: 1 2 3 4 Railings: 1 2 3 4 Fences: 1 2 3 4 All Brick: 6r (9 3 4 Stucco Bands: 1 2 3 4 Other Stucco Feature: 1 2 3 4 Accessory Bldg: 1 OWNER'S AFFIDA applicable laws regula Signature: Attach color sample with name and number 1. 2. 3. 4. e foregoing information is accurate and that all work will be done in compliance with all onmg. Signature: or Agent Contrac o The forego s, instrument was acknowledged before me this 22P foregoing instrument was acknowledged before me this Vied day of /UPI' , 20 , by `2 4C"c✓ ,ve,0aaik who is ersonally known o me or who has produced .t) /A As identification and who did take an oath. NOTARY PUBLIC: Bonded Tin Notary Public Unan5ers My Commission Expires: ' wy My Commission Expires: /Hare4 i7, 2d /� !1'joirch 17, 201 a ************************************** ** * * * *** * * * * * * * *** * ** * ** * * * **** ** **** ** ** * * * * * * ** * * * * * * ** * * * * * ** APPROVED BY: Code Official $41241 41. Preservation Board day of demi cr , 20 )2., by et/41�j2 &Aft— who is ersonally known o me or who has produced W/4 as identification and who did take an oath. NOTARY PUBLIC: f• PERMIT # I 4 1 CONTRACTOR: m co\c-672u7tt SUBMITTAL DATE: 7 ADDRESS: NAME: "PO 014\11 , ciSr400C- RESUBMITAL DATES: PROJECT TYPE: NG FIRE 110k i 11, ve '• -u URAL 111( 130(fAr4DIMPACT FEES ELECTRICAL HRSIDERM PLUMBING MECHANICAL 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 gUII. ING • PERMIT APPLiCATION FBC 20 Permit No. l 641 r/ Master Permit No. - 9 .Z - Liv7 Permit Type: BUILDING ROOFING JOB ADDRESS: 9259 N Bayshore Dr. City: Miami Shores County: Miami Dade Zip: 33138 F.oliolParcel#: NO X Flood Zone: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): David Puyanic phone#.; 786 -295 -2600 Address: 9259 N. Bayshore Drive s City: Miami Shores Tenant/Lessee Name: Finaii• Stare: Fl Zip: 33138 Phone#: CONTRACTOR: Company Name: Derr onstruction Group phone#: 954372 -6623 Address: 3180 NW 97th Way City: Sunrise Qualifier Name: E S Fl Zip: 33351 Phone#: 786 -288 -1198 C1519531 Certificate of Competency #: • Email Address: Eciark @DenmarConstructiongroup.com Phone#: Valve of Work for this Permit: $ Square/Linear Footage of Work: )) Type of Work: DAddition . DAlteration ONew Ilkepair/Replace Description of Work: 7 "-k 1 /t y,°4 f' } 10 /1 ¢0 Cvn Demolition 'a Color thru tile: * * ** * * * * ****** * ***** **** ***,tom *** *** ****Fe *** �* / * * * **** * * * * * *** *** *** *** **** Submittal Fee $ Permit Fee $ /..S��J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ 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 ° , e of commencement and construction lien law brochure will be delivered to the person whose property Ls subject %a hment. fi o, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection occurs, en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b appr einspection fee will be charged or Agent The foregoing instrument was acknowledged before me this 21 day of who is p NOV ,20t2 ,by Day id , y known to me or . �� s - produced As identificatton d filiagistan oath. 'x ^.'ohim SON #DO850706 . ` tWIR .S, JAN.11, 2013 ® °A ® ®a,, a►i WWW.AM0NN0TARY.c0m NOTARY PUBLIC: Sign: Print essico Nvoloticurpl My Commission Expires: APPROVED BY Contractor The f=going instrument was acknowledged before me this Z day of NOV ,20 Z by EdWttle Oar 14-, who is p • fri y known to me or w. • has produced as identification and yh% ci path. NOTARY PUBLIC ° °`�� p.P�'t -.: ryr,JoMMisSioM#DD850706 EXPIRES: J01.11,2013 AARONNOTARY.e°81 Sign: Print iLSS %Ca Pytra,n6Liaireui My Commission Expires: jri Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10 /0 (Revised 06/10/2009)(Revised 3/15/09) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. I2_11 Job Name Date 7— 2-6 STRUCTURAL CRITIQUE SHEET CC..0I)D j oquMlYE(L t) 9/l t2V1'Si'prJS - PAL/Co & A- El 41 L f) I Zv, D N J j1 %1( vE rrf ' Vr oly.5 - c.., — f/t /t 3 :C Ail so 12--•{ 6 v-r S. c, '407- v' g R. `v-rA'r r J bbl' t3 lag 6 N .2 Tt-t 4- g-6 vv s4-0 N. P t cs-ers GJ �-i2RA -�5 b -Fa 2 4 I1 EoTI'oJS wit{ 1 N6-Gp. � 2t: co2fl -Pale 4 S'V)W .1 \11. w . ece ok's c 1, ei'r1 S 'Ng- s( ( A PPavED rf iA s 'Tag- PERiti• CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as'those excluded is attached for your reference. (A Copy off the Contract must be attached) PROPERTY OWNER: ✓r^111 " leyAA IG PERMIT # 1Z_ 2141.7 ADDRESS: 9?5% / v e J -xsA /e 0(1\,(.//11,,,y FOLIO NUMBER: 5I o <Pil GG 33/3 FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): . MONTHS): 3 2 01 j 577.5 d COST OF PROPOSED IMPROVEMENTS: $ 1, '( S 0 (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 2 0 3,02 7. $ VALUE OF PRINCIPAL STRUC ) i ' (, : ch appr OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 1:= N 14\AAF=R. CONSTRUCTION G R ®U P FORM OF CHANGE ORDER CHANGE ORDER PROJECT: Puyanic Residence TO CONTRACTOR: Denmar Construction, Group. 3180 NW 97th Way Sunrise, FL 33351 CONTRACT: FY12 -001 CHANGE ORDER NUMBER: 002 DATE: December 26, 2012 ARCHITECT'S PROJECT NO: CONTRACT DATE: October 20, 2012 The Contract is hereby revised as set forth below: Change Order 002 encompasses all of the following work: Change Order — Scope of work as detailed hi Revised Si, S2, & S3 Drawing. C- Channel Credit ($2,000) Wood SoffitslVents ($800) Roof ($500) Front Entrance Structure ($1,000) Total ($4,300) Reconstruction of Front Eves & Soffits (New Layout) $1,000 Additional Rebar and fill cells at window opening $1,100 Steel anchors @ NE corner of rear wall installation at rear wall $1,300 Step detail modification (Front Foyer) $1,100 Structural 2x4 wall (Master Bedroom) $1,250 Total $5,750 Net Total •li, This Change Order incorporates all documents and the work and services required by those documents as listed above. The following are specific exceptions and are not settled by this Change Order: No exceptions. Authorized: G -1 ®N IN,A.AI=Z C®IN7S II RUCTI ®N GR ®UR Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. The original (Contract Sum) (Guaranteed Maximum Price) was $203,289.51 Net change by previously authorized Change Orders ($ 1,712.00) The (Contract Sum) (Guaranteed Maximum Price) prior to this Change Order was $201,577.51 The (Contract Sum (Guaranteed Maximum Price) will be (increased/decreased) by this Change Order in the amount of $1,450 The new (Contract Sum) (Guaranteed Maximum Price) including this Change Order will be $ 203,027.51 The Contract Time will be (increased) (decreased) by (0) Days The Date of Substantial Completion as of the date of this Change Order is February 23, 2013, AUTHORIZED. (Company) MMI/. (Com • an ' Owner Name) CONTRACTOR . address 1 o r th �oaddress) NM 1/\ BM IIIIIMIIIIIIMIMMIIII w %i' ■ IIIIIMIIIMIIIIIIIPIIIIIIIII 111111111111 II 111111111MIIIMIIIIIMII BY , -_ _' ■ By /u- . DATE : - ei ii DATE /�' _ /h ►'� Mi 51,ore5 1=-4 33/3 Y By DA'Z'E Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. LICENSE NO. CCC058112 ACEBO ROOFING CORP. 4305 E. 10th LANE HIALEAH, FL 33013 PH: (305)685 -2534 FAX:(305 -)687 -5526 TIMATE FOR: DENMAR CONSTRUCTION GROUP 9259 N. BAYSHORE DR MIAMI ESTIMATE DATE : December 3, 2012 P 1510JECT NAME: DENMAR CONSTRUCTION GROUP 9259 N. BAYSHORE DR MIAMI ICE; TI! 1 GRAVEL ROOF REPAIR 1. SCRAPE PERIMETER OF GRAVEL STOP. 2. REPLACE ROTTED SHEATHING BOARDS ON EAVE. WE WILL SPLICE SECTIONS OF 2X10 RAFTER ENDS WHERE NEEDED. 3. INSTALL NEW 2 BY SUBFASCIA AND 1 BY FASCIA AROUND PERIMETER, 4. SEAL METAL WITH 2 STRIPS OF F.G. USING PLASTIC CEMENT. 5. INSTALL 1X6 VJ SOFFIT AROUND PERIMETER. WE WILL GIVE A 5 YEAR GUARANTEE FOR LEAKS CAUSED BYGRAVEL STOP AND OUR SEALING OF. 50% DUE UPON ACCEPTANCE, 50% DUE UPON COMPLETION OF JOB. OUNT DATE /Z�� //� AUTHORIZED SIGNATURE ESTIMATE PRICE $5,244.00 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) c„ PROPERTY OWNER: ,,, " / GG 1t tG PERMIT # ADDRESS: ray 1 N, &75A0,e- 0(1\ 510<e) /=G 33/32 FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): 3 20 577. S ( COST OF PROPOSED IMPROVEMENTS: $ I,, Y 0 (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 2 0 3 /d Z 7• $1 VALUE OF PRINCIPAL STRUC ach apprai OWNERS SIGNATURE: / ✓V- DATE: toy / PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 )" CCD N5-I-R UCTION GROUP FORM OF CHANGE ORDER CHANGE ORDER PROJECT: Puyanic Residence CHANGE ORDER NUMBER: 002 DATE: December 26, 2012 TO CONTRACTOR: Denmar Construction, Group. ARCHJ1ECT'S PROJECT NO: 3180 NW 971 Way Sunrise, FL 33351 CONTRACT: FY12 -001 CONTRACT DATE: October 20, 2012 The Contract is hereby revised as set forth below: Change Order 002 encompasses all of the following work: Change Order — Scope of work as detailed in Revised Si, S2, & S3 Drawing. C- Channel Credit ($2,000) Wood Soffits/Vents ($800) Roof ($500) Front Entrance Structure ($1,000) Total ($4,300) Reconstruction of Front Eves & Soffits (New Layout) $1,000 Additional Reber and fill cells at window opening $1,100 Steel anchors @ NE corner of rear wall installation at rear wall $1,300 Step detail modification (Front Foyer) $1,100 Structural 2x4 wall (Master Bedroom) $1,250 Total $5,750 Net Total $ This Change Order incorporates all documents and the work and services required by those documents as listed above. The following are specific exceptions and are not settled by this Change Order: No exceptions. Authorized: G -1 ONSTRUCTI N GRouR Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. The original (Contract Sum) (Guaranteed Maximum Price) was $203,289.51 Net change by previously authorized Change Orders ($1,71 2.00) The (Contract Sum) (Guaranteed Maximum Price) prior to this Change Order was $201,577.51 The (Contract Sum (Guaranteed Maximum Price) will be (increased/decreased) by this Change Order in the amount of $1,450 The new (Contract Sum) (Guaranteed Maximum Price) including this Change Order will be $ 203,027.51 The Contract Time will be (increased) (decreased) by The Date of Substantial Completion as of the date of this Change Order is February 23.2013. (0) Days AUTHORIZED: Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. CHANGE OF Permit N. ci2 -44-1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Title Holder): r) eft o, e•ey f - a, to ( Phone #: 7 C (° Z k C - 2 4, 6 Owner's Address: ei 7 59 Ai !al Ay el-h „, ,6 D f, v e City: iii, ,b, c I, g ,i 5 State : FL_ Zip Code: 3 lo lc 1)ri vt Job Address (Of where work is being done): (? 1 5 di City: Miami Shores State: Florida Zip Code: -7 111 6 Contractor's Company Name: I,) e„ er,ar C of 4 Q tr f, /d 'v� 64d1, Phone #: C S Qa e 3 72 4,47. 3 Address: 1 o gi a iv kif ei 7 W6 y City: g rt,� r , g State: TL, Zip Code: 1'sic Qualifier's Name : E.,4,,,,, ,',5,t 2 0.r k Lic. Number: C CG C o c fl q5-31 Architect/ Engineer of Record Name: r % �- one #:( Address: fb �( 9) p__7-742- k City: U.. 4-j. ( State: rt, Zip Code: ; '( 44- Describe Work: ('' r --P' CLJ71 Ne '1V-irrenig. K-* L I hereby certify that the work has been abandoned and/or the contractorlarchitect is unable or unwilling to c , piete the contract. I hold the = '!ding Official and the ores harmless for all legal inv ent. Signature 1 r Agent The forego •. instrument was aknowledgedbefore me thisa day of ,2041,by 001 (ot 6 1A Qnt Who is known to me who has produced as indentification. Notary P blic: Sign: Seal: ,,.•rP°°,, 3, l?arandlaran oR: 0706 9' , exPiRES:. JAN. 11, 2013 ° °° °;° yyWW.AARUNNOTARY.com Signature The fore oing in this t9U day of v�gh is p Notary Sign: Seal: ontractor or Architect ent wa- ak ledged before me 2dab nally known to m or who has 02ZO •r• • ced •r i entification. f. CLAUDIA V. CUBI-LLOS Notary Public - State of Florida • i My Comm Expires Sep 23, 2015 .,,ell op Commission # EE 128810 ''''' ''� Bonded Through National Notary Assn. Tes Manuel E. Siques, P.E. 8331 SW 12 Terrace, Miami Fl 33144 December 20, 2012 Fredy Tain, P.E Tain- Ramirez, Inc. 6850 SW 24 ST Suite 207 Miami, FL 33155 ph: (305) 740 -0908 RE: Puyanic Residence 9259 N Bayshote Drive Miami Shores, FL 33138 Dear Mr. Taira, Following the requirements of the Florida Statutes, this letter serves the purpose of informing you that I will be your successor for the above- referenced project as Engineer of Record. I have been retained by David Puyanic (Owner) in order to assist in the redesign the entire project. Consequently, I will be transferring all the duties for the remaining Building Department comments, calculations, and structural drawings requiring a signature and seal to myself. In doing so, I assume full responsibility for the work related with the above referenced project. Consequently, your responsibility has been transferred entirely to me. Kindly indicate you acceptance of the above by signing the attached acceptance statement and returning it to me. If you have any questions or comments, please feel free to contact me directly at (305) 586 -4776 Sincerely, Manuel E. Siques, P.E. Cc: File YOUR LOGO HERE ACCEPTANCE STATEMENT FOR TRANSFERRING OF DUTIES AS ENGINEER OF RECORD. I, Manuel E. Siques , Florida PE # 20233 , do hereby officially undertake the duty of Engineer of Record for Puyanic Residence 9259 N Bayshore Drive Miami Shores, FL 33138 Relieving Fredy Tain, Florida P.E. # 61011, of all responsibilities related this project as of this date. Signature: i 'v Manuel E. Siques, P.E. - - a- - - - - 1 1-- 7— r d Li (f) LLJ LL .4z - - r • NMI M 111 i Ea ikrdi • E •1 •II NI 11 . 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