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RC-08-110Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 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: Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC -1-08 -110 r_ Owner JOHN BUSTA Contractor HEREUS CONSTRUCTION Subdivision/Project NONE Date Issued 1/22/2013 Occupancy Construction Type R-3 Load N/A Square Footage Q FT Type Occupancy SINGLE FAMILY HOME Description of INTERIOR REMODEL & ADDITION Work 300 NE 91 ST Miami Shores FL 33138 - Location /f6 Building Pals Approval Norman Bruhn, C 0 Not Transferable POST IN A CONSPICUOUS PLACE 0 s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -72484 Permit Number: RC- 1- 08-110 Scheduled Inspection Date: January 22, 2013 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132060190260 Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc REVISION TO CHANGE ARCH /ENG. & STRUCTURAL AND ENERGY CALC. passeda:/(5 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments C. January 18, 2013 For Inspections please call: (305)762 -4949 Page 27 of 27 499 rtko (tie) le6.° p/t331,7 \-1 Oaf Sx(M &/s%2 5 60 AY Q /s7, jai /V /Arne ir, .33/39 iami Shores Vtiiage 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 ■Bth •'n• permit . card.' X — Surveys (2 copies), Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. (Sealed by surveyor). Expiration date required on the formC- - --a►-' ate-----4. Certificate of Insulation: TYPE — 141,44r r - "). ook ..,----ls% Certificate of Soil Treatment (Final treatment - originate -' 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 aw as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private waterteRglcrr.- Law If the house is on septic tank, approval letter is required from Health Opt. �A Final-certification letter from the Enginee j rcfiite¢ on masonry, trusses, special structure, etc) 8/� ei Cerlificate 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 :0.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 May 25, 2012 Miami Shores Building Department Mr. Norm Bruhn 1000 NE 2ND Ave Miami Shores, FL 33138 RE: Master Permit No. RC 1 -08 -10 John & Sandra Busta Dear Norm, Please be advised, we will be using the termite bait system for a complete treatment for the prevention of subterranean termites. The bait stations will be installed at seven -foot intervals, three feet from masonry walls. These bait cartridges will be monitored on a quarterly basis. Sincerely , John Busta Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174851 Permit Number: RC -1 -08 -110 Inspection Date: June 14, 2012 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1132060190260 Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc REVISION TO CHANGE ARCH /ENG. & STRUCTURAL AND ENERGY CALC. atJ j j,'r/( Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until June 14, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 • SECOND STORY BALCONY ,,, CONC. 25.95' L duaa // HON €€ W O 60.00' TOTAL R/W CERTIFIED TO: JOHN R. BUSTA AND SANDRA A. BUSTA. FLOOD ZONE: X MAP & PANEL= 12086C0302 COMMUNITY No.: 120652 SUFFIX: L DATE OF FIRM: 9 -11-09 BASE ELEV.= N/A • PROPERTY OF: JOHN R. BUSTA AND SANDRA A. BUSTA 300 NORTHEAST 91st STREET MIAMI SHORES, FLORIDA 33138 L.F. ELEV. = 10.13 NOTES LOWEST HABITABLE FLOOR ELEVATION. ELEVATIONS SHOWN REFER TO N.G.V.D. 1929. LOWEST ADJACENT GRADE = 8.90 B.M. # GS -3 -RA ELEV. = 5.87 (MIAMI -DADE COUNTY) GARAGE ELEV.= 9.06 E.R.P.= 8.53 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OFA FLORIDA LICENSED SURVEYOR AND MAPPER. ZONING DEPT BLDG DEPT ) ; ' ;! 1 C 111N I Y I III! I -S AND RI-GULATIONS A BOUNDARY SURVEY WE HEREBY CERTIFY THAT THIS SURVEY CONFORMS TO THE MINIMUM TECHNICAL STANDARDS LAND SURVEYING IN THE STATE OF FLORIDA, AS OUTUNED IN RULES 5J-17, (R"OR/DA ADMINISTRATIVE CODE), AS ADOPTED BY THE DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN SEPTEMBER 1981, AS AMENDED, PURSUANT TO CHAPTER 472.027 OF THE FLORIDA STATUTES, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. FRANCISCO F. FAJARDO #4767 FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REG. NO. 4767. LOCATION SKETCH NOT TO SCALE m ALK JEW NM= �00� 1A�do1a000 • -Y BOLLEVARD 41111111111110 �' - LEGAL DESCRIPTION: LOTS 10, 11 AND 12, BLOCK 2, "EL PORTAL ", I LAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE 101, gl U C R RDS OF MIAMI -DADE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1) NOT VALID UNLESS SIGNATURE IS EMBOSSED {iiiif `; "VEYOR'S SEAL 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) PROPERTIES SHOWN HEREON WERE NOT ABS :'" OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTY 4) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS, IF ANY, WERE NOT LOCATED. 6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODETIC VER77CAL DATUM 1929. 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE. 9) WALL MEASUREMENTS ARE TO/FROM FACE OF WALL. 10) DRAWING DISTANCE BETWEEN WALLS AND /OR FENCES AND PROPERTY UNES MAYBE EXAGGERATED FOR CLARITY 11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INFORMATION RATE MAPS 12) BEARINGS IF ANY SHOWN ARE BASED ON ASSUMED MERIDIAN AT: SOUTH R/W NE 91st STREET = N90°00 00'E LEGEND ar?ta tZAWC1 FOB: POC: (1?) D.U.E: U"E: PRM: PCP: FND: CL" (C) W.U.P. INDICATES CONCRETE INDICATES OVERHEAD LINES INDICATES WIREFENCE INDICATES WOOD FENCE INDICATES PROPERTY CORNER INDICATES POINT OF BEGINNING INDICATES POINT OF COMMENCEMENT INDICATES PROPERTY LAW INDICATES RECORD MEASUREMENT INDICATES DRAINAGE& U77U7YEASEMENT INDICATES UT IUTYEASEMENT INDICATES PERMANENT REFERENCE' MONUMENT INDICATES PERMANENT CONTROL POINT INDICATES FOUND INDICATES CLEAR INDICATES MEASURED CALCULATED INDICATES WOOD UTILITY POLE LM. INDICATES LAKE MAINTENANCE CL: INDICATES CLEAR ENCR: INDICATES ENCROACHMENT FIP: INDICATES FOUND IRON PIPE F.I.R: INDICATES FOUND IRON ROD SRB: INDICATES SET 1/2°DIAMETER REBAR TYP": INDICATES TYPICAL RAN: INDICATES RIGHT -OF -WAY ORB: INDICATES OFFICIAL RECORD BOOK t INDICATES MORE OR LESS F.F. ELEV.: INDICATES FINISHED FLOOR ELEVATION N.T.S.: INDICATES NOT TO SCALE N INDICATES NORTH S INDICATES SOUTH INDICATES CENTERLINE (M) INDICATES FIELD MEASUREMENTS CONC.: INDICATES CONCRETE ON/PL: INDICATES ON PROPERTY LINE O U.L INDICATES OVERHEAD UTTUTYLINES PROFESSIONAL SURVEYING AND MAPPING LANNES & GARCIA, INC. LB # 2098 FRANCISCO F. FAJARDO PSM # 4767 (QUALIFIER) 385 ALHAMBRA CIRCLE - SUITE C, CORAL GABLES, FLORIDA 33134 PH (305) 666 -7909 FAX (305) 559 -3002 FIELD DATE:05-22-2012I SCALE: 1" = 30' I DRAWN BY: M. P10 DWG. No.: 222926 PIIIIIIIMI BOLLEVARD 41111111111110 �' - LEGAL DESCRIPTION: LOTS 10, 11 AND 12, BLOCK 2, "EL PORTAL ", I LAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE 101, gl U C R RDS OF MIAMI -DADE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1) NOT VALID UNLESS SIGNATURE IS EMBOSSED {iiiif `; "VEYOR'S SEAL 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) PROPERTIES SHOWN HEREON WERE NOT ABS :'" OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTY 4) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS, IF ANY, WERE NOT LOCATED. 6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODETIC VER77CAL DATUM 1929. 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE. 9) WALL MEASUREMENTS ARE TO/FROM FACE OF WALL. 10) DRAWING DISTANCE BETWEEN WALLS AND /OR FENCES AND PROPERTY UNES MAYBE EXAGGERATED FOR CLARITY 11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INFORMATION RATE MAPS 12) BEARINGS IF ANY SHOWN ARE BASED ON ASSUMED MERIDIAN AT: SOUTH R/W NE 91st STREET = N90°00 00'E LEGEND ar?ta tZAWC1 FOB: POC: (1?) D.U.E: U"E: PRM: PCP: FND: CL" (C) W.U.P. INDICATES CONCRETE INDICATES OVERHEAD LINES INDICATES WIREFENCE INDICATES WOOD FENCE INDICATES PROPERTY CORNER INDICATES POINT OF BEGINNING INDICATES POINT OF COMMENCEMENT INDICATES PROPERTY LAW INDICATES RECORD MEASUREMENT INDICATES DRAINAGE& U77U7YEASEMENT INDICATES UT IUTYEASEMENT INDICATES PERMANENT REFERENCE' MONUMENT INDICATES PERMANENT CONTROL POINT INDICATES FOUND INDICATES CLEAR INDICATES MEASURED CALCULATED INDICATES WOOD UTILITY POLE LM. INDICATES LAKE MAINTENANCE CL: INDICATES CLEAR ENCR: INDICATES ENCROACHMENT FIP: INDICATES FOUND IRON PIPE F.I.R: INDICATES FOUND IRON ROD SRB: INDICATES SET 1/2°DIAMETER REBAR TYP": INDICATES TYPICAL RAN: INDICATES RIGHT -OF -WAY ORB: INDICATES OFFICIAL RECORD BOOK t INDICATES MORE OR LESS F.F. ELEV.: INDICATES FINISHED FLOOR ELEVATION N.T.S.: INDICATES NOT TO SCALE N INDICATES NORTH S INDICATES SOUTH INDICATES CENTERLINE (M) INDICATES FIELD MEASUREMENTS CONC.: INDICATES CONCRETE ON/PL: INDICATES ON PROPERTY LINE O U.L INDICATES OVERHEAD UTTUTYLINES PROFESSIONAL SURVEYING AND MAPPING LANNES & GARCIA, INC. LB # 2098 FRANCISCO F. FAJARDO PSM # 4767 (QUALIFIER) 385 ALHAMBRA CIRCLE - SUITE C, CORAL GABLES, FLORIDA 33134 PH (305) 666 -7909 FAX (305) 559 -3002 FIELD DATE:05-22-2012I SCALE: 1" = 30' I DRAWN BY: M. P10 DWG. No.: 222926 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE222926 Federal Emergency Management Agency National Rood Insurance Program Important Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A -. PROPERTY INFORMATION Al. JOMT Ri.1 rs BUSTA AND SANDRA A . BUSTA A2. it ng Street Addes_(i ctugiN �L nit, Suite, and/or Bldg. No.) or P.O. Route and Box No. IYAMI SHORES , Florda - - - _ ZiP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 11 & 12 BLOCK 2 EL PORTAL PB.9 PG.101 MIAMI -DADE COUNTY A4. Building Use (e.g., Residential, Non - Residential, Addition, Air; eta) RESIDENTIAL ADDITION A5. Latitude/Longitude: Lat. 0-S- 5, 3/ "� / Long. 84 .)?.. 4J Horizontal Datum: ❑ NAD 1927 All Attach at teas 2 photographsgf the building if the Certificate Is being used to obtain flood insurance. A7. Building Diagram Number AS A8. Fora building with a crawtspace or endosure(s): /9776 a) Square footage of crawlspace or enclosures) sq ft b) No. of permanent flood openings in the crawlspace or 4. enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b (% / 7 sq to d) Engineered flood openings? ❑ Yes ql No . FLORIDA, ® NAD 1983 A9. For a building with an attached garage: �‘ 65 j a) Square footage of attached garage -C sq ft b) No. of permanent flood openings In the attached garage witldn 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b-� -- sq sq in d) Engineered flood openings? 1:1 Yes SECTION B - FLOOD INSURANCE RATE MAP (ARM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name AMI -DADE 83. State Florida B4. Map/Panel Number B5. Suffbc 138. FIRM Index B7. FIRM Panel B8. Flood B9. Base Rood Elevations) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12086C0302 L 9 -11 -09 9 -11 -09 X NOT AVAILABLE B10. Indicate the source of the Base Rood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile IN FIRM Community Determined El Other (Describe) B11. Indicate elevation datum used for BFE in Item 89: ® 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 ® No Designation Date N/A El CBRS CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevates are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction *A new Elevation Certificate wtp be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete items C2.a -h below according to the building diagram specified in Item A7. Use the same detum as the BFE. Benchmark Utilized 3 •° /24 (:v/4-&-1%C Cao.LJ Vertical Datum N . G . V . D 1929 Coversi n/Comments . a) b) c) d) e) >) 9) h) Top of bottom floor (including basement, c rawtspace, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. feet Ei meters (Puerto Rico only) feet meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet feet feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect 'authorized by law to certify elevation information. I 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 /mpconment under 18 U.S Code, Section 1001. Check here If comments are provided on back of form. Were latitude and longitude in Section A rovided by a licensed land surveyor? Yes LI No FRANCISCO F. FAJARDO #4 VIC re Number TWe pany�Name PROFESSIONAL SURVEYOR &m MAPPER Address City State ZIP Code 1R5 AT.AAMBRA CIRCLE, SUITE C, CORAL GABLES. FL. 33134 Signature Date Telephone 5°- 2_2_-2cfa ( 305) 666 -7909 FEMA Form 81 -31, Mar 09 See reverse side for continuation. PLACE SEAL HERE w - ' Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 300 N.E. 91ST STREET c M II .SHORES , . . .. . Floricta e . . 3.313f)P Code 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 c 2 -��= ��c � s, c2ee; •�e ®/ (&1z -- 2?-74 TA c/Jt 44 -/' -13 10.4 rro, / /ef/c- (l..vt u 47 "9,-.4 i�To,v.); ' _ 'i & z`t1,i67�c rf Signahue t 1 z 2 — Date / z ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is — ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor (including basement, cxawispace, or endosure) is — ❑feet ❑meters ❑above or ['below the LAG. . E2. . For Building Diagrams 9-9 with permanent fl nod openings provided In Sectiggit Items 8 ei/or 9 (see ages 8-9 of Instructions), the next higher floor (elevatkm C2.b in the diagrams) of the building is __ ❑ feet [1 meters u above Or U 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 servking 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 floodplaln 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 Sens 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 offidal who is authorized by taw or ordinance to administer the community's fkoodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. 01. ❑ The information In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by taw 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 G5. Date Permit Issued G8. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for. 0 New Construction ❑ Substantial Improvement G8. E levaton of as -built lowest floor (including basement) of the building ❑ feet 0 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 1 Local Officials Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 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- 174850 Permit Number: RC -1 -08 -110 Inspection Date: June 14, 2012 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number Parcel Number 1132060190260 Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc REVISION TO CHANGE ARCH /ENG. & STRUCTURAL AND ENERGY CALC. Pass 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 June 14, 2012 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE 222926 Federal Emergency Management Agency National Flood Insurance Program important: Read the Instructions on pages 1 -9. OMB No. 1660-0008 Expires March 31, 2012 . SECTION A - PROPERTY INFORMATION Al. see Rif ' !A AND SANDRA A . BUSTA gningereA. t!+ddtegslrppkr !lnfl, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1AMI SHORES, FloA spa la 33138 ZIP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 11 & 12 =LOCK 2 EL;41ORTAL PB.9 PG.101 MIAMI —DADE COUNTY FLORIDA. A4. Building Use (e.g., Residential Non- �tesidential, Addition, Y etc.) RESIDENTIAL ADDITION A5. Latitude/Longitude: LaL �- ? i3,® o° !Li Long. e7©` ,,%� ` a Li, !, ec e, Horizontal Datum: 0 NAD 1927 Pg HAD 1983 A8. Attach at least 2 photographs of the building lithe Certificate is being used to obtain flood insurance. A7. Building Diagram Number LO A8. Fora building with a crawispace or enclosure(s): a) Square footage of c rawlspace or enclosure(s) b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b d) Engineered flood openings? 0 Yes al No 0774-.0 sq in A9. For a building with an attached garage: :36 6 a) Square footage of attached garage sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b .F sq lo d) Engineered flood openings? 0 Yes ' + " o SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B4. Map/Panel Number B5. Suffix B8. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevations) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12086C0302 L 9 -11 -09 9 -11 -09 X NOT AVAILABLE B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile IN FIRM Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE In Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12 Is the building located; a Coastal Barrier Resources System (C R CARS OPA the wise Protected Area (OPA)? 0 Yes Date ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Conte Draawings* ❑ Building Under Construction• ® Finished Construction 'A new Elevation Certificate will be required when constriction 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/AI -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 e 3 ° 3-- g /4 (frTf 147— U"f40- .-3 "tar/ er ical Datum N . G . V . D . 1929 Conversion/Commen ,r‹,---------- Ter a) 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 Top of bottom floor (including basement, cxawispace, or enclosure floor) g 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) o meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer. or architect authorized by law to certify elevation information. I certify that the Information on this Certificate represents my best efforts to interpret the data available I understand that any false statement maybe punishable byline or imprisonment under 18 U.S Code, Section 1001. Egi 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 FRANCISCO F. FAJARDO Title PROFESSIONAL SURVEYOR &m MAPPER Address City Signature FEMA Form 81 -31, Mar 09 # 411cre Number State ES L r —2 ZIP Code Date A 4/2 Telephone (3 6 -7909 See reverse side for continuation. PLACE SEAL HERE S--Z. Z ZW Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 300 N.E. 91ST STREET city_ State M .AMI SHORES, Flori a 3313r cede 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 C 2 —c_ /4c 74- /1 %4'' Dc' 2) "7-7^ /AD ak i -Z /4-,_ i .0A/ ? /) //R7 v-vir (7-1/1/1/4) E.M e , Signature S �e Dat 2 _/2 ❑ Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation Is above or below the highest adjacent grade (HAG) and the loowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) Is ❑feet ❑meters Dabove or ['below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) Is _ ❑feet ['meters ['above or ['below the LAG. E2. For Ekdiding Diagrams 6-9 with permanent fknnd opakegs provided in Sectiwet Items 8. n#i/or 9 (see ogee 8-9 of Instructions)..the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet u meters U above or U 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 communitys 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 BFE) or Zone AO must sign here. The statements In Sections A, Q and E are oonect to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Cfty State ZIP Code Signature Date Telephone Comments ❑ Check here If attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used In Items G8 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 02. ❑ 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 I G5. Date Permit Issued GO. Date Certificate Of Compliance/Occupancy Issued 07. 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 0 feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Telephone Date ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. 222926 For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 300 N.E. 91st Street Policy Number City Miami Shores, State ZIP Code Florida 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, following. FRONT VIEW 5 -22 -12 REAR VIEW 5 -22 -12 Permit Number: RC -1 -08 -110 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174852 Inspection Date: June 14, 2012 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number Parcel Number 1132060190260 Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc REVISION TO CHANGE ARCH /ENG. & STRUCTURAL AND ENERGY CALC. 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 June 14, 2012 Page 1 of 1 May 25, 2012 Miami Shores Building Department Mr. Norm Bruhn 1000 NE 2ND Ave Miami Shores, FL 33138 RE: Master Permit No. RC 1 -08 -10 Certificate of Insulation John & Sandra Busta Dear Norm, Please be advised R -19 insulation was installed in the ceiling under attic, R-4 insulation was installed in the interior walls. Sincerely , John Busta Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)7564972 nspection Number: INSP -72461 Permit Number: RC -1 -08 -110 Inspection Date: June 14, 2012 Inspector: Dacquisto, David Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition Phone Number Parcel Number 1132060190260 Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc REVISION TO CHANGE ARCH /ENG. & STRUCTURAL AND ENERGY CALC. 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 June 14, 2012 Page 1 of 1 DOCUMENT COVER PAGE For those documents not providing the required space on the first page, this cover page must be attached It must describe the document in sufficient detail to prohibit its transference to another document An additional recording fee for this page must be remitted Document Title: (Mortgage, Deed, Constructs Lien, Etc.) 111111111111111111111111111111111111111111111 C f= N 2O 12R, e. 2'61620 OR Bk 28099 F'ss 4781 - 4782; (2FSs) RECORDED 05/07/2012 09:48:57 HARVEY RUVIH, CLERK OF COURT MIAMI-DADE C0UNTYs FLORIDA (spacemis ime cedze,$) g Executing Party: Legal Description: (If Applicable) As more sully described in above described document. Return Document To / Prepared By: F.S. 695.26 Requirements for recording instruments affecting real property - (Reievarit excerpts of statute) (1) No ins [i ument by which the title to real property or any interest therein is conveyed, assigned, encumbered, or otherwise disposed of shall be recorded by the clerk of the circuit court unless: (e) A 3 -inch by 3 -inch space at the top right -hand corner on the first page and a 1 -inch by 3 -inch space at the top right -hand comer on each subsequent page are reserved for use by the clerk of the court... CLK/CT 155 Rev. 04/11 PREPARED BY: v 9/1/Vie • b7,4 DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 WHEREAS, the undersigneZl VAJ . SC A W Slum fitcA is /are the fee simple owner(s) of the following described property (Property") situated and being in Miami Shores Village, Florida: Lot(s) /0 — //— /2 Block Z ofa. e €Ze.734 L. (Subdivision), according to the plat thereof, as recorded in the Plat Book 9 Page /0/ of the Public Records of Miami -Dade County, Florida, (address)3 0 A 6 9/S1REF7 MI44( , 3 /fin and WHEREAS, the undersigned owners) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he /she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this 1/4, day of APRIZ- N��91.0/g WIT IF +(GS) 6 "i / Si ��jj� ..� and gnature Pri nt "t•�°�Se --65 e/ Signature and Print di (" d s STATE OF FLORIDA COUNTY OF MIAMI -DADE Signature ` and Print -1o// R • 8 4 • i My Comm. Expires Apr 16, 2014 As Commission # DD 966253 Bonded Through Nation' Kota ^: c— I HEREBY CERTIFY that on this day personally appeared before me �' 1 ` `�. who is personally kno to me has produced (type of identification) as identification and he/she acknowledge that he /she executed the foregoing, freely and voluntarily, for purposes therein expressed. ,�,�� SWORN TO AND SUBSCRIBED before me on this Li day of ) petit. l.X. 20(2. My commission expires: NOTARY PU LIC, STATE OF FLORIDA 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- 183581 Permit Number: RC -1 -08 -110 )1. Inspection Date: December 28, 2012 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number Parcel Number 1132060190260 Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc REVISION TO CHANGE ARCH /ENG. & STRUCTURAL AND ENERGY CALC. Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 72481. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 28, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 DEC 282012 GUILLERMO GONZALEZ / ARCHITECT 9000 S.W.168t Ave., Miami, FL 33196 (305) 484 -8171 og -u0 December 27, 2012 Village of Miami Shores Building Department 10050 N.E. 2nd Ave. Miami Shores, FL.,33138 RE: 300 N.E. 91St. Miami Shores,FL Permit # RC- 108 -110 DEAR BUILDING OFFICIAL: I, Guillermo Gonzalez, having reviewed the approved plans and calculations as well as the final construction of the rear patio addition and columns do hereby attest that the work was done in accordance with the approved plans and do hereby declare that said structure is "Structurally safe and sound ". The inspection was conducted on December 27, 2012 at 2:10 PM. Should you have any questions or need any additional information, please do not hesitate to contact me. Guillermo R.Gonzalez Architect/ AR 13960 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP -72481 Permit Number: RC -1 -08 -110 Inspection Date: June 14, 2012 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number Parcel Number 1132060190260 Phone: (305)386 -4310 Buildine Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc REVISION TO CHANGE ARCH /ENG. & STRUCTURAL AND ENERGY CALC. Passed Inspector Comments de, #j__- Ak- LJ6''!-1 1. 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 June 14, 2012 Page 1 of 1 Permit Number: RC -1 -08 -110 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174853 Inspection Date: June 14, 2012 Inspector: Hernandez, Rafael Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition Phone Number Parcel Number 1132060190260 Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc REVISION TO CHANGE ARCH /ENG. & STRUCTURAL AND ENERGY CALC. 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 June 14, 2012 Page 1 of 1 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL '1I APPLICANT; °� "`' "y r2 J -"' AGENT: F PERMIT NO + DAT ' PAID• FEE I AID RECEIPT #• f PROPERTY ADDRESS: TO !4' .�"`'a'/• LOT:10 BLOCK: 2. SUBDIVISION: CHECKED [X] ITEMS ARE NOT 1 1� COMPLIANCE WITH. STATUTE ('ROPERTYID #•C ® -s - 2-<. OR RULE AND MUST- BE CORRECTED. SETBACKS [27] SURFACE WATER [28] DI CHES [29] PRIVATE WELLS [30] PUBLIC WELLS [31] IRRIGATION WELLS [32] POTABLE WATER LINES [33] BUILDING FOUNDATION [34] PROPERTY LINES '' [35] O HER TANK INSTALLATION ] [01] TANK SIZE [1 ] J2 C7 [21 ] [02] TANK ] [03] OUTL T-15 [ • ] F [a4 MULTI- CIAMBEREDDM% N _¢ : [ 1 [05] OUTLEL E1LTER [ 1 [06] [ 1 [07] WATERTIGHT "rj -�° P [ ] [0817, LEVEL µ (� 1 1 , Q1• DEPTH TO LID DI iAINFIELD.INST- [ ] 10] REA [1], [2J ] ] gDISTRIBUTION BOX HEADER NUMBER OF DRAINLINES' [ RAINLINE SEPARATION IRAINLINE SLOPE D PTH OF COVER / " E EVATION [ABOVE/BELOW] B"M S 'STEM LOCATION - DO$IN 3P. ' S °L AGGREGATE SIZ f ,' '"° GGGRRE- GATEF�C ESSIVE FINES [21] AGGREGATE DEPTH` f FILL / EXCAVATION MATERIAL [ ] [22] FILL AMOUNT, / [ ] [23] FILL TEXTURE ] [24] EXCAVATION DEPTH ] [25] AREA REPLACED ] [26] REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS / REMARKS: [ [ ! 1 FILLED / M UND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS'I� [38] SCOPES [39] STABILIZATION ADDITION4L INFORMATION [40] U�4OBSTRUCTED AREA [41] STORMWATER RUNOFF. [42] ALARMS 1'i [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] F NAL SITE GRADING [47] CONTRACTOR .> [48] OTHER 1 2 2 21 ABANDONENT a 4 [49] T' NK PUMPED` ., I' /71 [501 TANK CRUSHED & FILLED -7 /1 0 %' CONSTRUCTION [[APPROVED/ jISAPPROVED] war FINAL SYSTE = APPROVED)/- ISAPPROVED]: DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number. 5744 - 0024016 -4 HD DATE: , CHD DATE. ' - PT 1: Applicant PT 2: Installer /Contractor PT 3: Building Department PT 4: •Health Department Page 2 of 3 PERMIT NUMBER: APPLICANT: AGENT: MAILING ADDIESS: Permit tracking number assigned by CHD. Property owner's full. name. Property owner's legally authorized representative. Box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION Lot,. Block and Subdivision for lot or PROPERTY ID!: 27 character number for property. (property appraiser ID # or GIS location)', COUNTY HEALTH DEPARTMENT CHECKS [XI ITEMS NOT IN COMPLIANCE WITH CONSTRUCTION PERMIT.AND STATUTE OR RULE. INFORMATION IS COMPLETED BY CHD ON FOLLOWING ITEMS: TANK SIZE (gallons) AS BUILT INSTALLATION SKETCH TANK. MATERIAL (concrete, fiberglass, etc) OUTLET FILTEi (manufacturer, make, model) LEGEND (manufacturer code) DRAINFIELD AFiEA (square feet) DISTRIBUTION {BOX / HEADER (check • NUMBER OF [MAINLINES (number installed) SYSTEM ELEVATION (in relation to ;DM) a DOSI G PUMPS (number installed) SETB, CKS (redord actual setbacks in ft) SETBACKS OTHER (as required) STABILIZATION (date stabilized) • CON RACTOR (contractor installing system) ADDITIONAL INFORMATION (as required) ANDbNMENT TANK PUMPED (date) TANK CRUSHEp AND FILLED (date) EXPLANATION nbE VIOLATIONS: Record item number, explanation of violation, and required CONSTRUCTION. APPROVAL: Circle approved or disapproved, CHD: signalture and date. FINAL'APPROVAL: Circle approved or disapproved. CHD signature and date of approval. Final approval shall not be granted until the CHD has confirmed that building construction and lot grading are in substan compliance with {plans and specifications submitted with the, permit application. il .ELEVATION WORKSHEET ELEVATION OF BENCHMARK. OR REFERENCE POINT. EXISTING GROUND TOP OF AGGREGATE [+J SHOT i_._.,_ ' H.I. H.I. H.I. , 1 [ -] SHOT [ -] SHAT ELEVATION (1)111\ haLLPS ii)iC&mat L . 41i810$ A` t". Miami Shores Village Building Department 110050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Rodin Owner's Name (Fee Simple Titleholder Owner' ddress City .. �" " ; \L.�I L State Tenant/Lessee Name Phone # Eta JUN 2008 V 1 B Y. Permit No. PG OCR " 110 Master Permit No. Phone #/v" -0 'L 1 1666 Zip Job Address (where the work is being dbne) 'TO Nit, on s-s-1. City Miami Sh res;Village County FOLIO / PARCEL # 1132ZXQOI 90 Is Building Historically'IDesignated ,YES NO r 1 Miami -Dade Zip Contractor's Company Name Contrac, toy's Address City �('��+ Qualifier Name State Certificate or Regis ation Noel A S 1 i 1 1 Architect/Engineer's Namne (if applicable) Value of Work For this Permi Zip 5✓) Phone #'� &O• 4510 Certificate of Competency No. Type of Work: �' • • Trion 1:1 - ration Describe Work: • I 041f IC Phone # Square / Linear Footage Of Work: 1 t v ew _ ❑ Repair/Replace ❑ Demolition 440 CO ******** * * * * * * * * * * * * *s * * * * * * * * * * * * * * * ** Fees******* *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $250'0 Permit Fee $ r) &fO • ° CCF $ � � �JCO /CC 1 Notary $ 5c00 Training(Educatiio_n —Fee $ On' CD Technology Fee $ L SLJ Scanning $ 2 /' i Radon $ (o • t1 DPBR $ re lei Bond —41 .CD Code Enforcement $ Double Fee $ Total Fee Now Due $ 5O 1 1O15 Structural Review. $ "F eo fs 9 / 2.b w Zoning $ See Reverse side -4 Bon idng Con Bonding Coml City Mortage Le Mortgage Lett City 7 Application it commenced construction t WELLS, P GO w at no work or installation has dards of all laws regulating ORK, PLUMBING, SIGNS, OWNER'S w 00 �, � , done in compliance with all applicable la w 1-- o N g M tt `WARNIN O PAYING I— — / H Ne CONSULT * U H — J �- 1J \, COMMEN • m w e Notice to Ap w 0 • m w c X t 19 Q ng $2500, the applicant must promise in g 0 V _� a N. CO 1 ii . i ill be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice o commencemen must be posted at the job site for the first inspection which occurs seven (7) days after the bur ecorded notice of commencement must be posted at the job site inspection will not be approved and a reinspection fee will be charge g permit is issued In „ , , , nce of " h posted notice, the MAY RESULT IN YOUR 0 OBTAIN FINANCING, YOUR NOTICE OF Owner or Agent The foregoing instrument was acknowledged before me this .20 _, by e or who has produced As identification and who did to an oath. xF� g,• ti`�a ?..4? �4) NOT PUBLIC: Sig n: �M Print: 1,6 My Commission Expires: �, W Q'g 0 �k+ ktl�iF+ kN�+ If******** �k+ i��kd��k�k +k�1:�k�k+k�k�k�k�k�k�k�k .nN•`SO ****** **** **** APPLICATION APPROVED BY: (Revised 07110/07) Contractor The foregoing instrument was acknowledged beforree me this/4.- Bay of �v , 200i� , by �t9r�2 /tef iiersonally known to moor who has produced as identification and who did take an oath. NOTARY PUBLIC: Brines 3,200 ign: TARY.cogrint My Commission Expires: WO ( 3, 24r°17 /ll r1ildfl Henry E. Marines 4.144:14:.% $ ''*f:" Commission #DD489913 ®o Expires: NOV. 13, 2009 WWW.AARONNOTARY.com VII /0 i`c } ` Plans Examiner --1\ 1-' 1S ktoF cr I etioli),,,,irffiril` Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. O7r~ 10 Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle). Building Roofing Owner's Name (Fee Simple Titleholder) tr/d 9's /uk: '&346,574 Owner's Address 30 Af PAr7• City //I /Aef State 164 JUL 1 7 2008 BY: Tenant/Lessee Name /fib, Phone # 397 7s7. Z c% at- tn. own zip i_g/3g. Phone # Job Address (where the 'work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Contractor's City Qualifier State County Miami -Dade Zip Designated YES NO 4' Contractor's Company Name 4,-614 S 1. J/�% ;I akt% (-Q 4q c rof 252 state E egisitration No. eCil,. /5/3477 Phone # tom ° 3 ,g4' «3/O is Name (if applicable) 424:1476 zip .33/23 Phone # Certificate of Competency No. ork For this Permit $ f Work: ['Addition VOA: • Alteration Phone # 305" 2.57/. 47/ Square / Linear Footage Of Work: ['New ❑ Repair/Replace ❑ Demolition • * * ** * * ** : * * * * * * * * * * * ** * * * * * * * * * * ** * ** * Fees**************** * * * * ** *** ******,x ******** Submittal Fee $ Permit Fee $ Z�j�°✓ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 6 OQ = 01 Z 0 Total Fee Now Due $ See Reverse side -, CCF $ CO /CC Technology Fee $ Zoning $ Bon • Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) #A 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 t Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise17in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the sence of such posted notice, the inspection d n' will not be approved and a reinspection fee will be charged. Signature Sign Owner or Agent Contractor The forgoing instrument was acknowledged before me this /0 The foregoing instrument was acknowledged before me this day of , 20 ©f, by , day of -.fu. 20 0 by by who is who is to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission *****4******* APPLICATION (Revised Ot/ /10/07) LORRAINE KELLER bk Et! ie**StatS ** Ny Commission Expires Apr 16, 2010 nt " „$;• Commission # DD 520486 'g ��`''� Bonded by National Notary Assn. ri<w mJ��li! W 1 • to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Co se ji** k*#*sk**S:****+k****** LORRAINE KELLER 4: uNotary Public - State of Florida missionet 401481 ), Commission # DD 520488 Bonded by National Notary Assn. Plans Examiner A:**+k** Engineer Zoning Miami Shores Village Building Department 1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle ►: Building Owner's Name (Fee Simple Titleholder) Owner's Address 0() 4% City /79e4' Roofing Tan 9y,c, A-2 Uv 2 2008 • BY: _ -- - -- - - - - Permit No. /Pe /0 P/0 Master Permit No. /re /&8 //2 Phone # State Zip 2.1/38 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 0 Contractor's Company Name (1/e /-1171/.-r- (_7e,07 °'X`® `1'T --b7e Phone # Contractor's Address ill fei "5? / ,aP `'�c° ..25:2 City '72" ' State / 6 Zip 33/ ) 3 Qualifier Name G y e ®Cc.' Phone # 2cis - 7)i ''tl5`'- State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Type of Work: Describe Work: ['Alteration -4 Ast of Square / Linear Footage Of Work: ['New ❑ Repair/Replace ❑ Demolition /. Submi Notary $ Scanning $ Bond $ * **** ******** ** :**** * ** Fees ` * **** :* e***** *** * * ** * * * * * * * * **** ******** ** Permit Fee $ • Training/Education Fee $ Radon $ DPBR $ Code Enforcement;$ Double Fee $ CCF $ CO /CC Technology Fee $ Zoning $ Structural Review. $ G 0 •G� Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgae 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, WELLS1 POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNE 'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicab a 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 p operty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the rst inspection which occurs seven (7) days after the building permit is issued. the absence of such posted notice, the inspecti n will not be approved and a reinspection fee will be charged. Signature Signature�^� Owner or Agent The fore oing instrument was acknowledged before me this The foregoing in trument was ackno ledged befo = me this `✓ 1 day of , 20 _, by , day of V t , 2, by • who is personally known to me or who has produced who i`. personally //rrknown to me or who has produ As identification and who did take an oath. Al 1 I l 20 "2VI0identification and who did take an oath. NOTARY PUBLIC: •• 04> ti> .y�y 'f/0 r`Anl Sign: 9 Sign: Print Print: , \S °0 .4) My Co fission Expires: My Commission Expire 4`'„ God'• . Q * * * * * ** ************************************************ �x+ ��x****a��x�x** **�x�x�:�w�x **** 4z ;•.:� **************** APPLIC TION APPROVED BY. 4 /1+j 17/3Z ) 7.4 /.G! -j Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050. NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; Q--C/061, 10 DATE: f" WOK 1 ❑ Contractor ❑ Owner S . ❑ Architect eAJ1Jtk5r) plans an• er) Address: act 14E. . 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 cont Acknowledged by: PERMIT CLEARK INITIAL: e permitting process. RESUBMITTED DATE: a OP oc( PERMIT CLEARK INITIAL: Q0( Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OS-//e) Job Name 01/57A Date ///15708 726 STRUCTURAL CRITIQUE SHEET Whe re oeleid% on Plan five 1-h>e c a/c &fie'har, e',9. for of Sla . r-ef er- ¢a ceplr /nAl o11 s� ( 2 ) 1 0 n SLe c/ Cd/• Sched . mole / 4, co /t• G1rc ‘9\f.A6( C4 ?' 5-Ike z;1 46 J 7" an Plan ay n o i c d erti ca /c. Sly. 18 o (09. ta �� 10 Need a a /viS C&' Mc " (8n P t-v/j)? Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 695-//0 //d Job Name Date /t2 50a- STRUCTURAL CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. Master Permit No. Lot- 110 Permit Type (circle Roofing Owner's Name (Fee Sim le Titleholder) .3--e h 86/‘-3/4 Phone # 30S- -- (Y.-914 Owner's Address ea /1/e 9'7.)" City /-77/..-51.44- State /1-";-C ' _C zip ._Y .?.,j) Tenant/Lessee Name Phone # Job Address (where the work is being done) .%- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # i Is Building Historically Designated YES NO xts E � ere �a#75 -� T 11 1Y � Phone # s_s � 7- �� o Contractor s Company N am e Contractor's Address .3,�/} City ��• State ��io • Zip Qualifier Name Jr-C"/ e. 4- we/ Phone# State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition. Describe Work: :'%r/1 ;o ['Alteration ❑New ❑ Repair/Replace Demolition ********* * * * * * *e * * * * ** * * * * * * * * * * * * * * * * *F ***** ***+ x**** *** **** * ********* * ** ****** * ** ** ea Submittal Fee $ Permit Fee $ r CCF $ comic Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ MoD. h -4 6 0. N► $12-0 . en. Total Fee Now Due $ See Reverse side - eagat Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortge Lender's Name (if applicable) Mortg a 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 OWNS 'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applic le 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, CONSDLT 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 promiselin 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 issu ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signa Owner or Agent The foregoing instrument was acknowledged before me this day of A ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Contractor The fore .ing instrument was ac , day of w Sign: Print: My Commission Expires: b !edged befo me this/ red, to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Via) • 41/43 in4t = $` *+haY+k*****�k+k 4' Plans Examiner + kind, ******b ************d s*******Plcak* *** **+ k***ak*. k****** **+ k******+ k***ikik******+k**#_&*+k+ ******* APPLIC$TION APPROVED BY: (Revised 0'x/10/07) Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): % �% Owner's Name (Fee Simpl:'`i older) v a �' ''�4'S / Phone # ` /f, Permit No. Master Permit No. 0,11-m Owner's Address d ® City p7'e Tenant/Lessee Name Phone # Job Address (where the work is being done) /4-7 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name /i(e/eC/ a°1.5-74-`14 %(9'7 Phone # Contractor's Address '93 `e X'04 re T" 4 3 3-1'*' s -Z S City �% ^ • State r'e Zip ,_.3/ / ?. Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # - Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: 51<klition Describe Work: ❑Alteration ❑New ❑ Repair/Replace ❑' Demolition ************.... ** +N ****... **dc**+N*** *** �k�k�k�kikdeN =da+k�k+k�k�kAa�k�k+N�k�k *�kak+ kakis k�k�k�k +k�k�k%k�k�k�k�k�k�k�kek*** . Fees Submittal Fee $ Permit Fee $ i.) 0° CCF $ CO /CC ` Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ -" Bond $ Code Enforcement $ Double Fee $ Structural Review. $ *64,16 0 • "• Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mort a 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, WELL% 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. "WA G TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYIN 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 p operty 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. - , ,sense ,,°'such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signature i Owner or Agent The foregoing instrument was acknowledged before me this The oregoing instrument was acknowledged before me this dayof ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Contractor dayof ,20_,by Sign: Print: My ComXnission'Expires: My Commission Expires: * * * * * ** ************************************************* ****** *** * *** * * * ** ***:x****** ** : * ***a:** ******* ****** NOTARY PUBLIC: Sign: Print: APPLICATION APPROVED BY: (Revised 07/10/07) )4 $ m-4 /Z /4 /a, Plans Examiner Engineer Zoning HOLD HARMLESS Re: Propeaty located at (address and dal d 0 3D0 NO' 9/dr. U% ,r��'"YP`'a' LORRAINE KELLER (s Notary Public - State of Florida • . . y Commission Expires Apr 16, 2010 :g` Co Bondedmb Nton # DO 520488. ;Vs "'L'P LORRAINE KELLER - 4,4) = Notary Public - State of Florida * • SNy commission Expires Apr 16, 2010 ,,,tarn.." Co. # DD 520488 Bonded by National Notary Assn. V.M. engineering, Inc. Structural Engineering Services 11278 SW 153 LN Miami, FL. 33196 C. of A. No. 27633 Phone: (786) 281 -6968 Fax: (305) 383 -5896 November 4, 2008 Mr. Warren J. Von Werne, F.E. 117 Sunflower St. Royal Palm Beach, FL. 33411 Re: New Engineer of Record for Addition/Remodel At 300 NE 918' St. Miami Shores, Florida 33138 Dear Mr. Von Weme, This letter shall serve as a notification that I will be the new structural engineer of record for the project above mentioned. If you have any additional question please let me know Respectfully HAI / Morgan Vill.l ueva, P.E. Senior Structural Engineer FL. License No. 60292 Threshold Inspector No. 7012720 'e e4 MWARREN J. VON WERNE, P.E., INC. Consultant Structural Engineers November 4, 2008 VM Engineering, Inc. 11278 SW 153 Lane Miami, Florida 33196 Attn: Morgan Villanueva, P.E. Re: Busta Residence 300 NE 91st Street Miami Shores, FL I am in possession of the your letter indicating that you will be the new engineer of record for the above mentioned project. I accept your letter and am no longer the engineer of record. I release all of the rights and responsibilities of t engineer of record to your office. If you have any questions, please contact us. Warren J. Von Weme, P.E. PE # 56989 11388 Okeechobee Blvd., • Suite B -101 • Ph: 561.795.1818 Royal Palm Beach, FL • 33411 Fax: 561.795.1883 � ` 0 b - /10 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. T A X FOLIO NO. I I -3a O f- Ao O 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. 1 1 11111111111 11111 1111111111 1 1111111111111 1111 CFN 200880363060 OR E k 26:58 Ps 3fJ9Y f (i r' ) RECORDED 05/02/2008 12%37:00 HARVEY RUVIHv CLERK. OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1 1. Legal description of property and street/address: E1 P4r+ / PB q - /01 Lay. 10-11=1.1 BILL_ 2. Description of improvement: 30C_112E __-q, S tee/ M;q 41 i_.SiLsy_EJ 33t 3T 3. Owner(s) name and address: JAA'IY) d SAndrA Bush, 5r10 Interest in property: ° Wil e it Name and address of fee simple titleholder. 30/1 d Safi Bus-l-ct 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: A/ /,4 Amount of bond $ kiA / 6. Lender's name and address: //1r�' 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, Name and address: 01 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address: 47,7/ 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d Signature of Own Print Owner's Name Zt O iv Sworn to and subscribed before me this Vic day of , 20 ei% Notary Public Print Notary's Name Prepared by V d n 61.0.1-4 J c My commission expires: Putit,� . e �� s v ` Commissn�n E cn.res Apr 16.2010 Commute() 4 DD 520488 12301 -52 PAGE 4 8402 $ 0.00 ti Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 300 NE 91 Street Miami Shores Village, FL 1132060190260 Block: Lot Expiration: 12/14/2008 Applicant JOHN R BUSTA & &W SANDRA Owner Information Address Phone Cell JOHN R BUSTA & &W SANDRA A 300 NE 91 Street MIAMI SHORES FL 33138 -3130 Contractor(s) HEREUS CONSTRUCTION Phone Cell Phone (305)386 -4310 Valuation: $ 150,000.00 Total Sq Feet 1358 Approved: Yes Comments: Date Approved: 1/25/2008: Yes Date Denied: Type of Construction: Addition Stories: 2 Front Setback: 25 Left Setback: 10 Bedrooms: 5 Plans Submitted: Yes Certificate Date: Bond Retum : Occupancy: Single Family Exterior. Rear Setback: 15 Right Setback: 10 Bathrooms: 4 Certificate Status: Additional Info: Classification: Residential Fees Due Bond Type - Owners Bond CCF CO /CC Fee DBPR Surcharge Education Surcharge Notary Fee Permit Fee - Additions/Alterations Plan Review Fee (Engineer) Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Submittal Fee Technology Fee Total: Amount $300.00 $90.00 $150.00 $8.79 $30.00 $5.00 $4,500.00 $80.00 $80.00 $8.79 $27.00 ($250.00) $112.50 $5,098.08 Total Amt Paid 1 Amt Due $ 0.00 $ 0.00 Payment Type: Git-z404(01 AUG 13 PAID Available Inspections : Inspection Type: Roof Sheathing Window and Door Buck Shutter Final Second Floor Tie Bond Beam Floor Trusses Roof Trusses Drywall Screw Window Door Attachment Rake Beam Fill Cells Columns Shutter Attachment Insulation Termite Letter Framing Footing Spot Survey Stem Wall Footer Wire Lathe Final Building Slab Trusses Plan Submittal Wall Sheathing Density Second Floor Slab Tie Beam Bond Beam Final PE Certification In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 17, 2008 Date Tuesday, June 17, 2008 1 Termite Letter Tie Beam Bond Beam Trusses Plan Submittal Wall Sheathing Window and Door Buck Window Door Attachment Wire Lathe NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT 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 COMMENCEMENT MAY 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 INTENT TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Bill To Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 JOHN BUSTA JOHN R BUSTA & &W SANDRA A 300 91 Street NE MIAMI SHORES, FL 33138 -3130 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 09/09/2008 09/09/2008 09/09/2008 Fee Name Plan Review Fee (Engineer) Plan Review Fee (Engineer) Revision Fee Invoice Number: RC -9 -08 -32833 Invoice Date: September 09, 2008 Permit Number: RC -1 -08 -110 Fee Type Calculated Calculated Calculated Fee Amount $60.00 $60.00 $75.00 Total Fees Due: $195.00 CO 0 7 PAID nn//ll A CX *6iW Q 8 1603 aU 054000 ni i PERM % 9. 00 �i:C� � :G�` ).i�C lr: i�l ?aJ�. J��.��+? c�_��a. , L,s,� �i: _�.C, Tuesday, September 9, 2008 'Return to: Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Bill To JOHN BUSTA JOHN RBUSTA&&WSANDRAA 300 91 Street NE MIAMI SHORES, FL 33138 -3130 Date 11/05/2008 12/05/2008 12/05/2008 12/01/2008 Fee Name Plan Review Fee (Engineer) Revision Fee Scanning Fee Plan Review Fee (Engineer) Invoice Number: Invoice Date: Permit Number: Bond Number: RC -11 -08 -33189 November 05, 2008 RC -1 -08 -110 1714 Description of Work :1 Addition C" 0 5 PAID CC/ 1 Fee Type Calculated Calculated Calculated Calculated lie Fee Amount $60.00 $150.00 $12.00 $60.00 Total Fees Due: $282.00 Friday, December 5, 2008 February 5, 2008 Miami Shores Village Building Department cly COPY 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 08 -110 Job Name: Addition for Busta Res. Page 1 of 2 Building Critique Sheet 1. ovide applications for Electrical, Plumbing, Mechanical, Demolition, Roofing, etc. 0 ",V'rovide Product Approvals for all windows and doors as required by FRC 4410.4 Product Approvals are to be reviewed and approved by e Architect of record before submitting them to Bldg. Dept. ddress comments from Electrical and Structural reviewer. . Architectural plans are to show elevation details for the proposed itt P' tchen and bathrooms. rovide details for proposed railings and safeguards or provide manufacturer shop drawings. Details are to show heights, spacing, method of installation, etc. 6. As per Florida Existing Code 707.5.1 " An engineering evaluation (\/ and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where more than 304 of the total sum of floor and roof areas of the building are structural alteration" ans shall be submitted .o DE' ' HRH for review and approv and t• i./ iami -Dade County . anning & Zonin for payment of pact fees. Provide 2 copies of original survey and 2 copies of the elevation certificate. . Provide Energy Calcs as required by the Florida Energy Code. k� l sCw drlibt" 1.4 • Cp.( of TO44,1 ' *1i dual Bair f 10.Plans and Engineering calculations for the proposed awning are to be submitted on a separate permit application. m 4 e o Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305- 795 -2204 February 3, 2008 FIELD Miami Shores Village C opy Building Department 10050 N.E. 2°4 Avenue Miami Shores, F133138 Tel: 305 - 795 -2201 Fax: 305 - 756.6972 Permit No: RC- 08 -110 Job Name: Addition for Busta Res. Page 1 of 2 Building Critique Sheet 1. Provide applications for Electrical, Plumbing, Mechanical, Demolition, Roofing, etc. — 4 A 'l' !J P 16 .2. Provide Product Approvals for all windows and doors as required by FRC 4410.4 Product Approvals are to be reviewed and approved by the Architect of record before submitting them to Bldg. Dept. — ate 3. Address comments from Electrical and Structural reviewer. -� Architectural plans are to show elevation details for the proposed kitchen and bathrooms. ° A ° ' • 0 a .5: Provide details for proposed railings and safeguards or provide manufacturer shop drawings. Details arm to show heights, spacing, ethod of installation, etc. - 4 fr> - 3.32 . AS per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where more than 30% of the total sum of floor and roof areas of the building are involved in structural alteration" - `� `' e %— 1r . F Plans shall be submitted for review and approval and to Miami -Dade County annmg & Zoning for payment of impact fees. — e cl'AQ4 r 8. Provide 2 copies of original survey and 2 copies of the elevation certificate. — tc-f-r p 9. Provide Energy Calcs as required by the Florida Energy Code. — WI . lb,. i9c4i f �1z. gar -6 10.Plans and Engineering calculations for the proposed awning are to be submitted on a separate permit application. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305- 795 -2204 1r11Q,1111 01101 GJ V lli i C Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. O — l l Ci Job Name ./31/5/A /} Date t42. je STRUCTURAL CRITIQUE SHEET ✓ CP Alf At,'11 n y 6f11t de If, SE', , r.4 p e�- � /' � • ✓ ?�'� Fl �� Roof `ro /e G ft A y'• 9 �� +,.� . s /te L.; 1/4 A Ali epogi Vow el /o ctet lien s- /a ha, 2- �" do eh inir1, ,/ g Mere /P Gio foil epe r f . Ohl, -, kezevy des l e jai cAfi/ 2300° es" rated (-14 y,3 tea/ frec vvv1 • Rzvi3-e ,Ro'yhv/a /ibzi moles l a 2 , Sh. 5e 3 a"). Mywoad 5I4 e ci/h (hq T° be ",�r1/,� CQX — ,�ao%e en 5% OH/ Sec 4/S -� is /a 1 hew f ru s s e s a,—e i be Connected 7C, new learzl /3'/ • Q5.14hh., ii C© pie'e S'f�- c > urea / a n ri/ '4 ,1;7 ca/ % a c.cs;,1C-c4 la / /t7h s • b Pr,* d • /lap %l S . J r .41/ flees p/v 1 s , G/oory e /4. 414,1f hip? /.i / ,' JGi� i�em s apply Ao fly's fob. 13/2008 13:32 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES -VA./U.1111 L.J114,11 t...3 V 1.11a6V, Building Department a 005/007 0050 N.E.2nd Avenue Miami Shores, Florida 33.138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Iiio Job Name t4e/11:j1. Date itsz g' STRUCTURAL CRITIQUE SHEET /J) Alcki Awn/ ;11 ap s- /' - set pEtio;ot• op: EitiV40;iti C t i A • a " : 11611 fle, • I.e. A -5%1 7-7;1,7 • .11...;pio is A:14"e ¢06 pirK S 4/i e, ar r 1 e. 5 is is A Le 77ier'e /1 no SO r eRC 'ea le I- . &Ir, "4.1 / 2,1 frt 2 i o Pe i14,1e1 I a 2. ,„ I -6) Pi,,1410001 -.)41 e b "i7p a COX/ " Asi.c,ohe 07/ (1,41/ fe.c 4/1.5 - e: 14;?i how e...<1;; . Jv45 (+10 I 1 d edetn, . czeiviici/c/d .5.-14.p.44 4.43.1.„ / a pi /41. 4.7 C- la Cidor:s /Vo.)-r, '71114 ,L apy:" i Ea eitio.oree0 ovvvt# Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit -No: Job Name ELECTRICAL CRITIQUE SHEET 5A AL— es, co- y-s,/ '7 e <v'L7lt/L,BG Se%?v'Gt° ,`AWL 9 7 Q IPA A91 L1 tyvA!"a T er''4G�rhS r® a.,02 - ��r z" s,441d24,i vim x ve eWrfred e 11P41 th-Yr ,✓��7 % .% Air eg.- W r'eltr -IP6W ��i7$ 7 ' �3e ' e_ ) p 'i 7 7, 'yv'd 47)0,d - 4% 1-0, ;(7" ,4I 2'--s ri 4 TGI C ePGrN7 P/2- re' /7e gala i°_ % Lim v J 'e 9 MWARREN J. VON WERNE, P.E., INC. Consultant Structural Engineers Date: May 22, 2007 To: The Cate Group, LLC. 490 NE 102nd Street Miami Shores, FL 33138 Attn: William Cate Re: Busta Residence 300 NE 91d Street Miami Shores, Florida The following are responses to building department comments dated January 22, 2008. Comment #3 All epoxy dowel locations to have 2 - #5 dowels min. Response: The only locations where there are less than 245 dowels are at the new vertical wall reinforcing. 145 is required for the jamb and that bar is epoxy doweled into the existing tie beam or footer. At horizontal conditions, epoxy doweled bars match the foundation, slab, or beam reinforcing and are mote than 245. Comment #4 There is no soils report. Eng. May design with 2,000 psf based on visual inspection. Revise foundation notes 1 &2, sheet S -3. Response: Foundation notes have been revised on sheet S-3. Comment #5 Plywood sheathing to be "type Cdx" — note on S -2. Response: Sheet S-2 has been revised to show the plywood note. Comment #6 On sec 4/S -5, detail how exist. Trusses are to be connected to new beam B -1. Response: Detail 41S -5 has been revised to show the existing framing. 11388 Okeechobee Blvd., • Suite B -101 • Ph: 561.795.1818 Royal Palm Beach, FL • 33411 Fax: 561.795.1883 May 22, 2008 Busta Residence Letter Page 2 Comment #7 Submit complete structural and wind load calculations. Response: See attached calculations. If you have any questions or need any additional information, please contact this office. dzA-i,-4-- Warren J. Von Weme, P.E. President Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date STRUCTURAL CRITIQUE SHEET / (0 goal rtuf.ies - ii?dri>idual eri fil cet-fil9 Cheef, not f'L444111 fed, 044 50 is 'G`e etre Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #: OS - 1, ,VA/ R. $,,Sj 49 DATE: 69R_ ® 7 ❑ Contractor oi Owner ❑ Architect Picked up 2, of lans and (other) Address: 3OO, 94f7 , se, 7 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 . : A PERMIT CLEARK INITIAL: 1/ O� ®8 4<saPn7 RESUBMITTED DATE: PERMIT CLEARK INITIAL: 5:10 porl Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; e/ 01(— 110. DATE: 1, Jilin eAl-A . ❑ Contractor Owner ❑ Architect Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: / — RESUBMITTED DATE: PERMIT CLEARK INITIAL: Moue Vow View bldg Dena este 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305 - 756 -8972 www.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET DATE: _ 5113/6/ TO: I`t.%t ti(I,+ . FAX( )1541"- I q11 FROM: MONICA DIAZ FAX (305) 756 -8972 Number of pages including cover: 7 Importance: normal /urgent ; please reply ; review ; recycle MESSAGE: -c JOY �11�� fao. asci, C gS A Z-, S `YVC� A✓• 11) 3TCi `3 °ceos\(\ci c.. 'files& Cat kit& y you 12a1 8 Age- a5s/s7LteL dr1 c lot ( or) 76z- 486 5 . LcA'At cc ) cluslAe o`cc u+ cave') Lot pv't (i ield ems) OlAt of IT iaT coo roamed Regards, MONICA LISSETH DIAZ Bldg Dept Permit Clerk (DIAZM @MIAMISHORESVILLAGE.COM) FAILED To MCIIITECr A5 7EA KR. TWA 'S '7tE4vCT. 04310 tea. TO: Ykstiti . FAX( )154-- I q7 FROM: MONICA DIAZ FAX (305) 756 -8972 Number of pages including cover: Importance: normal /urgent ; please reply ; review ; recycle MESSAGE: i\\0,6 GKMCL Cavutlu cT5 6\k t 5tUal oY K. 11104'3 dt G 600 76z - 45565 . ) f (Teid 11 y, c tiVo c IT 1ituT coos teamed - ul LL)( Com30.0M. f vt Regards, MONICA LISSETH DIAZ Bldg Dept Permit Clerk (DIAZM @MIAMISHORESVILLAGE.COM) HO IlOSHH L J.waS Sd9Vd TT aSf1 dPIZ ZT :£T £T /50 ain 'ZS QI NOILVNIZSHO 'L6Tt5L50£6 SSROO:V JNEIdIOd2I 6902 ON %2I /LL ** *** **** ****** **** ** *** J IOdd2I LL * ** HO NOISSINSNV2LL T o o E SdOIA2IaS Q'IiIA NVOS VIVO 0£5L 599 009 T IVA SZ :£T s00Z /£T /50 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -1 -08 -110 Issue Date: Not Issued ................................. ............................... .................................. ............................... Expires: of issued Folio Number:1132060190260 Owner's Name: Job Address: 300 91 Street NE Miami Shores Village, FL Owner's Phone: Total Square Feet: 1358 Total Job Valuation: $ 150,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 1/25/2008 : Yes Comments: DEVELOPMENT ORDER File Number: PZ -2 -07 -20079 Property Address: 300 NE 91st St Applicant: John & Sandra Busta (Owner) Address: 300 NE 91st St. Miami Shores FL 33138 Agent: William Cate Address: 645 NE 77th St. Suite 1 Miami FL 33138 Whereas, the applicant John & Sandra Busta (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval. Two story addition. Whereas, a public hearing was held on April 26, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Septic system to be replaced and applicant shall secure HRS and DERM approval for the septic system prior to the issuance of a village building permit. 2) Applicant to obtain all required building permits before beginning work and shall secure building permits for any work previously undertaken for which required building permits were not obtained. Page 1 of 2 PZ -2 -07 -20079 3) Awning color to be approved by village staff. 4) Applicant to meet all applicable code provisions at the time of permitting. 5) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 26th day of April, 2007 by the Planning Board as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Yes Date Chairman, Planning and Zoning Board Page 2 of 2 PZ -2 -07 -20079 u Plato feni,41 arr(,ijpl�b BUILD M G Miami. Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT APPLICATIO FBC 2004 Permit Type (circle):, Electrical Permit No.1L OF 110 Master Permit No. Plumbing Mechanical Roofmg Owner's Name (Fee Simple Titleholder V,V c.7/140/• B S7/ Phone # 30g-757-N720 Owner's Address 300 NE 9/ sr c cityfrmini SilezeS State F-/i A4 Zip W3' ° 3/30 Tenant/Lessee Name AttA Phone # /(/ Job Address (where the work is being done) 300 /CE 9/67-, City Miami Shores Village C ounty FOLIO / PARCEL # //7 Z . 0/9 Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Miami -Dade Zip33 /3g° /3 State Certificate or Registrittion No. Phone # Zip 11�P/ r Qualifier Name Phone # Architect/Engineer's Name (if applicable) CATE Certificate of Competency Xo G (ale-c9) Phone # 30.5--7551- 0 Value of Work For this Permit $ /5 ®tea S4uate / Linear Footage Of Work. °' '. 5 ifr Type of Work: Describe Work: tjon Iteration • . f / _ it �' • O. ['New {,; k rs Q` Repair/ft eplace ❑,Demolition awe w *** * *** * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Z - Permit Fee $ Notary $ Scanning $ * * ** Fees*** *, * * * * * * * * * * * * * * * * * ** * * * * * * * * ** cJL) Training/Education Fee $ CCF$ { * * * * * * * ** CO /CC Technology Fee $ Radon $ DPBR $ Zoning $ Double Fee $ Structural Review. $ ®. -w '÷ GD" l 20 Total Fee Now Due $ Bond $ Code Enforcement $ See Reverse side -) Bonding Company's Name (if applicable) WM Bonding 4mpany's Address A/A City /c/./ State /(/WA Zip N/i9 Mortgage sender's Name (if applicable) 0WA Mortgage Lender's Address /VA City A//A State /(/,A Zip N/ Applicatioi 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' 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose pro erty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fir t inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The forego g instrument was acknowledged before me this ( 2 The foregoing instrument was acknowledged before me this day of \ /t: by �( .N �t...,,b,-k -c` , day of , 20 , by r'who has produced who is personally known to me or who has produced as identification and who did take an oath. tification and who did take an oath. NOTARY PUBLIC: �a!� a�p `,. LORRAINE KELLER f$'' e4� Notary Public . State of Florida • '" C..m'. '.n Expires Apr 16,2010 '°�i �,• i ,I.. ❑ . DD 520488 Sign: �� — �T ,._i�� W. . . a ,o Print: My Commission Expires:aV , l (p Ds (J APPLICATION APPROVED BY: (Revised 02/0/06) I NOTARY PUBLIC: Sign: Print: My Commission Expires: 04/15/2010 Mr. Norm Bruhn Miami Shores Village 10050 N.E. 2nd. Ave. Miami Shores, Florida 33138 Dear Mr. Norm Bruhn I am writing to ask you to please grant my wife and I an extension on our permit. The contractor has abandoned the project and we are left with a mess. I assure you this matter will be dealt with in a timely manner. Thank you for taking the time in your busy schedule to meet with me the other day. Hook forward to closing out the few items that remain open. John Busta Ir?sp ctionn Worksheet rtriecrii Shores Village 100E3 N.E.`2nd Avenue Miami Shores, FL Phone: (31V1795-2204 Fax: (305)756 -8972 Inspection Number: INSP -95973 Permit Number: WS -9 -08 -1739 Scheduled Inspection Date: July 30, 2009 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 NE 91 Street Miami Shores, FL Project: <NONE> Contractor: SECURE WINDOWS & DOORS Building Department Comments INSTALLATION OF IMPACT WINDOWS AND DOORS IN EXISTING HOUSE 36 OPENINGS Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060190260 Phone: 305 - 513 -0705 Inspc.P -a r Commments Passed ��j`J ircracof Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 29, 2009 For Inspecrir ns ple: a call: (305)762 -4949 Page 32 of 33 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/09/2008 Inspector: Grande, Claudio Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Footing Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc 1a' 107p6 j'�?/ Passed V / " Inspector Comments cc FOR STAIRS Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, July 9, 2008 Page '1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/23/2008 Inspector: Grande, Claudio Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Fill Cells Columns Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc \ JUL 2 4 200 Passed Inspector Comments STAIR CASE STRUCTURE 4-.(i s ......____ ---- 1\ 7S i Failed pig Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, July 23, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/23/2008 Inspector: Grande, Claudio Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc 00� c 6 2 Passed Inspector Comments STEEL WORK iee6r-a7 sr Cit-d-4) Failed r P,■I Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, July 23, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/14/2008 Inspector: Grande, Claudio Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Fill Cells Columns Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 72464. STAIR CASE STRUCTURE 7/23/08 Not ready for inspection CG ri6v (yip) (O/(J,k,VS iCtief 6A41 S 6-a. (4 L----- V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, August 14, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/14/2008 Inspector: Grande, Claudio Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number Parcel Number 1132060190260 Block: Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc Passed k V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments PATIO Thursday, August 14, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/23/2008 Inspector: Rodriguez, Jorge Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Roof Sheathing Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc 0 Passed Inspector Comments c_ - N. ji 0 a r2-I-2- i9 , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, September 22, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 uI Inspection Date: 09/30/2008 Inspector: Rodriguez, Jorge Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc Passed Inspector Comments (Ci /\ c e (c d ;V®,7- /2eaep, Failed c.Y q Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, September 29, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/08/2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION ..................... >I Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc 1.91 ®9 11% Passed Advbi Inspector Comments CC utl ;.ds Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, October 7, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 • Inspection Date: 10/09/2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Tie Beam Bond Beam Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: PhOne: (305)386-4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc OCT 1 5 20 Passed Inspector Comments . . ..., Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Wednesday, October 8, 2008 Page 1 of 2 Inspection Date: 10/09/2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Roof Trusses Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc 13 tb®® Passed Inspector Comments ,,e/®r- s Failed z----//. - Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, October 8, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/09/2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Roof Sheathing Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc OCT 1. 5 2000 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 95688. NOT READY JR Gc) c- Co JQA S- % Failed` Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, October 8, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/22/2008 Inspector: Rodriguez, Jorge Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Villa • e, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION mbe Permit Type: Residential Construction Inspection Type: Window and Door Buck Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc OCT 2 3 2005 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP 72475. cancelled by JOrge (GC) /12.,.b .,•,e;i6 "2'.d/1‘ /i)eg,•WO7W-"bol) /7—) ri) 114-*11)79) Failed 7 7 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, October 21, 2008 Page 1 of 2 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/27/2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Windows and Doors Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc OCT 2 9 2008 Passed 174 Inspector Comments INSTALLATION 7{(71Tor Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, October 27, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/721/26)8 Inspector: Rodriguez urge / /Of u4 . r)rolf n, Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Window and Door Buck Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc OCT 2 9 2008 Passed ` 7 Inspector Comments CREATED AS REINSPECTION FOR INSP- 97376. CREATED AS FOR INSP - 72475. cancelled by JOrge (GC) PENETRATION INTO MASONRY JR10 /22/08 - L:4-opi , Rost Colt *dam INSPECTION Q1EED MINIMUN -SAS- 9g fr.. �� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, October 23, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ............................... Inspection Date: 10/29/2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc V Passed Inspector Comments its r 4 4_ (pI4J Failed l-2/ ,- Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, October 28, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 . • • * C% Ye:YYr : :: ::iYH:i1► ::iw:�li�:I12 Inspection Date: 10/29/2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc 0 Passed Inspector Comments CC _ /� �o7 Failed / 1 Wiz# ®` Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, October 28, 2008 Page 1 of 2 ti Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756-8972 Orin Inspection Date: 10/29/2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Roof Sheathing Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc o ®� Passed 4j Inspector Comments Failed t� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, October 28, 2008 Page 2of2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/06/2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Pal, Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc l ®®® ® o 0 Passed Inspector Comments CC �e�e� �/ /70(9-2- 04 /-6 Cyu.4= Failed /*//644' Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, November 5, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 cttan Inspection Date: 11/06/2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc Passed Inspector Comments d F70 - ,4- +0 G/; yam 8 Failed iAj `,' Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, November 5, 2008 Page 2 of 2 a. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/13/2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc Passed /Ell _ e/A '.& Inspector Comments CREATED AS REINSPECTION FOR INSP- 72479. cc Second floor only ok to drywall. NB Q// ed etc.., ,i3' o 'i � et/ac� �Cg�'+ Failad Correction Needed Re- 'Inspection Fee ($75) No it, '...J Ilona! Inspections can be scheduled re- inspection fee is paid. until Wednesday, November 12, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/13/2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc A 's' Passed Inspector Comments � � e� etc? - li l �� ` Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, November 12, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 11, 2008 Inspector: Inspector, Default Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Thursday, December 11, 2008 Page 1 of 1 Passed teiss-41../ af../ Inspector Comments cc Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, December 11, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 11, 2008 Inspector: Inspector, Default Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Roof Trusses Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Thursday, December 11, 2008 Page 1 of 1 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 72472. Not Ready NB cc ©/ 64 #te..doc/e /to f/ vrS ,4 Failed ,47 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, December 11, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: December 11, 2008 Inspector: Inspector, Default Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION • ismIniveg...• morommaggiqw.gr"IPM. • Permit Type: Residential Construction Inspection Type: Miscellaneous Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386-4310 Building Department Comments Thursday, December 11, 2008 Page 1 of 1 i A kw,. -Ai !Two i /1_1:-..-7-,----=-----'---- a' • Passed Inspector Comments seefiftg-plates-cc ;Lee it.tepa . Failed ".) ,' A.AKI.e.G• Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled re-inspection fee is paid. until Thursday, December 11, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 12, 2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Thursday, December 11, 2008 Page 1 of 1 Passed // ��l'�J Inspector Comments CREATED AS REINSPECTION FOR INSP- 99480. CREATED AS REINSPECTION FOR INSP - 72479. cc Second floor only ok to drywall. NB { Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, December 11, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 15, 2008 Inspector: Bruhn, Norman Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Friday, December 12, 2008 Page 1 of 1 Passed Inspector Comments CC Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, December 12, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/21/2008 Inspector. Dacquisto, David Owner: BUSTA, JOHN Job Address: 300 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HEREUS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Block: Phone Number Parcel Number 1132060190260 Lot: Phone: (305)386 -4310 Building Department Comments Addition to kitchen, new bathroom, second floor new septic tank, and drainfield, covered rear pation etc u u Inspector Comments tlpPassed cc ,, t. ,ie 4..,-0- 4' 4 w? , , ,-, . 047-5-ii ,',10 -1 /0 r Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, October 21, 2008 Page 2 of 2 SPOT SURVEY Property Address: 300 NE 91 T STREET, MIAMI SHORES, FLORIDA, 33138 OCT Imcm-1-0,77„ ig 21 2008 BY: LEGAL DESCRIPTION: Lot 10- 11 -12, Block 2, of "EL PORTAL" according to the plat thereof as recorded in Plat Book 9 at Page 101 of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (61G17- 6FAC), is "Residential High Risk ". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein - described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and /or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 9 at Page 101 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: # N/A of Dade County, FL. * Elev. = N /A' 15) Flood Zone: X Base Flood Elev.: N/A as per Dade Co' n+y FInrirla FP AA�Pa r• jl imhp 120652- 0093 -J -MARCH 2, 1994 PERMIT #: r2C1 JU 16) This PLAN OF SURVEY has been prepared for the exclusive use of tblererttittessrlam d hereon. The Certificate does not extend to any unnamed party: APPROVED BY DATE A.) JOHN R BUSTA &W SANDRA A B.) C.) D.) SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge ana aT i iDaillis .dR�aw1ngNa °sue and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 61G17 -6, Florida Administrative Code. ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL Field Date: October 16, 2008 Job# RP -08 -815 Mapper I4onE daeg. . 5880 MC3IN SOWLri"' 'R"." 1N"' 7 LAND S U R 'V E Y D R 8 , I N 41 . 6175 NW 153" STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305 - 822 -6062 * Fax: 305 - 827 -9669 Page 1 of 2 F:\BOUNDARY- SURVEY- NOTES000 NE 91 STREET MIAMI SHORES.doc BOUNDARY SURVEY SCALE: 1" = 30' 18' PARKWAY 90'02'58' 18.75' 31.55 A/C 3.5'X4.5' 12 —STORY RES; 3IXI 20.85' 24.4' 4 18.60' tig AREA UNDER C0NSIRUR0t LOT -12 LOT -11- 18.8 BLOCK -2 FIP. 1/2' No I.D. X - x- x -x - -x -x T BLOCK -2 LOT -10 BLOCK -2 Dx LOT -9 BLOCK -2 1- a -w -a F: \DRAWING \300 NE 91 ST.dwg 10/20/2008 5' CHAIN LINK FENCE -.104. 30.0' dNo LD. LOT -13 BLOCK -2 LAND SURVEYORS, INC. PHONE: 305 - 822 -6062 * FAX: 305 -827 -9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES FL 33014 xT z x —x —x -5' CHAIN LINK FENCE LOT -14 BLOCK -2 LEGEND OH Overhead Wire Line // Wood Fence x Chain Link Fence O Iron Fence — — — Monument Line — Centerline ..� Property Line C.B.S. 4 = Existing Elevations =Catch Basin ® =Water Meter ® =Electric Box Q =Sanitary Manhole I*1 =Sprinkler Pump =Wood Pole 0 =Conc. Pole X X =Light Pole =Fire Hydrant A =Water Valve =Inlet =Florida Power Light Transformer ® =Cable Tv Box BE = Electric Meter Box 111111 LOT -15 BLOCK -2 1.5' FiP. 1/ 1" INo I.D. LOT -16 BLOCK -2 A /C=Air Conditioner Conc. =Concrete C.B.S. =Concrete Block & Stucco A =Arc D.E. =Drainage Easement BRG= Bearing D.M.E =Drainage Maintenance CH =Chord Easement A =Delta F.F.E. = Finish Floor Elevation L =Length F.I.P. =Found Iron Pipe /Pin R =Radius F.I.R. =Found Iron Reba T =Tangent F.N. =Found Nail F.N&D =Found Nag & Disc LM.E. =Lake Maintenance Easement (M) =Measured (P) =Platted (R) =Record Res. = Residence SIP/R =Set Iron Pin/Rebar U.E. =Utility Easement Page 2 of 2 To: HEREU CONSTRUCTION Project Model: Block No: Lot No: Contact Site Office Deliver To: 300 NE 91 ST. MIAMI,FL. Deliver To Address3 Truss List Job Page: Date: Project Account ,No. • • • Design Sa %'s •• Qu • • 1 of 1 8/14/2008 8G31 • • • iwn Tentative Delivery Date: • • • • • • • • • Material Summary Includes the following •• • • • • • •• • •• • • • • The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of recorusing MiTek 2020 software • • • • • • • Pages or sheets covered by this seal: 0001 thru 0002 Total: 2 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15 -31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7 -02 per FBC 2004. Wind speed 146 mph.Exp: C Category II: Importance factor =1.00. + 5sL;��ra'gr';�i1 1 11 EEC 122 ,108 L BY: Truss Truss Truss PERMIT #: P Qis-11O Miami Shores Village DATE APPROVED BY DEPT 77 '4 12 /z &ja9 BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Truss 0001 M2 0002 T1 REMBERTO CONTRERAS, Re Consulting Engineer Civil/Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 6674797 (Florida P.E. 21522) Phone: (3674797 (Florida P.E. P. 21522) To: HEREU CONSTRUCTION Production List Job Number: Page: 1 Date: 08 -14 -2008 - 3:10:53 PM Project ID: 8G31 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 300 NE 91 ST. MIAMI,FL Account No: Designer: mtm Salesperson: Quote Number: • • • • • ... - Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH •. • :•, • • • •• • • Built By:. • ■ 3 M2 22 lbs. each 6 -6 -0 2X4/2X4 ROOF TRUSS -3.00 0.00 0 -0 -0 0 -0 -0 11 BB- • 34 Total. • • • • ■ • : • �`�' 9 T1 142 lbs. each 18 -9 -0 2X4/2X4 ROOF TRUSS 3.00 0.00 0 -0 -0 0 -0 -0 •• •• • •• • • • • • 1 • • • • •••• • • • • • • • • •••• • • • •• • •• • • • • • • • P REMBERTO CONTRERAS, R,a. Consulting Engineer Civil /Structural AUG 14 . 8 30 N.W. 87 Avenue, 8C -101 Amami. FL 331-72 /w.i..°17)-2•2-v ) Phone: (3674797 (Florida P.E. P. 21522) To: HEREU CONSTRUCTION Block No: Lot No: Production List Job Number: Page: 1 Date: 08 -14 -2008 - 3:10:53 PM Project ID: 8G31 Office: Deliver To: 300 NE 91 ST. MIAMI,FL. Account No: Designer: Salesperson: Quote Number: • • Truss Id: Span: Truss Type: Slope: LOH ROH • . • •• • • mtm • • • .•.• •• • • • • • •• MISC. ITEMS Quantity: Description: 66 Stabilizers REMBERTO CONTRERAS, Re. Consulting Engineer Civil /Structural 30 N.W. Miami, F172 333172 -101 Phone: (305) 6874787 (Florida P.E. 21522) •••• • • ••• • • • •• •• • • • • • • Built By:. • • • •• • • • • • •• • •••• • • • • • • • • • • •••• • • • • •• • •• • • • • • • • • • • • • • Job 8031 Truss M2 Truss Type ROOF TRUSS Qty 3 Ply 1 HEREV'S CONST. 0001 Job Reference (optional) BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. 7.030 s Jan 3 2008 MITek Industries, Inc. Thu Aug 1415:11:23 2008 Page 1 I 2 -10-5 6-6-0 1 2 -10-5 3-7 -11 Scale =1:11.5 1 3x10 = 3x4 • • • • • 3.00 Liz •• • •• • • • • • • • • • •• • • • • •••• • • • • •••• • •• • • • • • •••• • • • • • • • • v • • // =/ • • • • • • 2x4 11 3 3x4 = 6-6-0 6-6-0 Plate Offsets (X,Y): [1: Edge,0 -1 -0) LOADING (pst) SPACING 2 -0-0 CSI DEFL In (Ioc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.85 Vert(LL) 0.01 3 >999 380 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.19 Vert(TL) -0.09 2-3 >822 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 nla nla BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight 22 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 Installation 1 Stabilizer(a) at 9-4-8 (max) oc. WEBS 2 X 4 SYP No.3 Permanent Structural wood sheathing directly applied or 8-0-0 oc purlins, except end OTHERS 2 X 4 SYP No.3 verticals. BOT CHORD Rigid ceiling directly applied or 9 -10-0 oc bracing. REACTIONS (Ib/size) 2=33110-8-0, 5=299/0 -3.0 Max Horz 5=219(LC 2) Max Upllft2=- 339(LC 2), 5=304(LC 2) FORCES (lb) - Maximum CompresslonlMaximum Tension TOP CHORD 3157,1.4=0167,1 - 2=-302/370 BOT CHORD 2-3=- 255/263 WEBS 1- 5=-419/488, 4-5=- 2821373 NOTES 1) Wind: ASCE 7-02; 148mph (3- second gust); h=12ft; TCDL=9.0psf; BCDL 8.0psf; Category 11; Exp C; enclosed; C-C Exterlor(2); Lumber DOL =1.33 plate grip DOL=1.00. 2) Bearing at Joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 Ib uplift at joint 2 and 304 Ib uplift at Joint 6. 4) Where diaphragm blocking Is required at pitch breaks, Stabilizers may be replaced with wood blocking. 5) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert 1- 2=-90, 2-3=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1-2=124, 2-3=-12 Horz: 1-2=142 3) Bracing Installation: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 14= -5 Job ' ' 8031 Truss T1 Truss Type ROOF TRUSS Qty 9 Ply 1 HEREV'S CONST. 0002 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 7.030 s Jan 3 2008 MITek Industries, Inc. Thu Aug 1415:11:23 2008 Page 1 2-0-0 9-8-10 18-9-0 � � � 2-0-0 7-8-10 9-0-6 3x4 = Scale =1:426 3.00 Flr 3x4 = 6.8 s a 000 1 • • 3x4 • 3x8 4 • •• • • • • • • • • i. • • • •••• • • • • • • 44� 78 •••• 11 • 2x411 2 ,j • • • • •• . X11 • • • • •• • • • " • ► • •. • • • • • 3za 11 •• •• w 13'4 • ... — - 2x4 11 8 7 6 4x9 = 6x12 = 3x4 11 2-0-0 9-8-10 18-9 -0 I � 2-0-0 7-8-10 9-0-6 Plate Offsets (X,Y): [2:0- 2 -0,04-0], [3:0- 1- 8,0 -1-8], [5:0 -1- 12,03-0], [7:0- 5-0,03-0], [9:0.8.4,0 -4-8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) Udell Ltd PLATES GRIP TCLL 30.0 Plates increase 1.00 TC 0.75 Vert(LL) 0.08 9 >999 380 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.78 Vert(TL) -0.17 8-7 >999 180 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2004/TPI2002 WB 0.58 (Matrix) Horz(TL) -0.06 14 Na Na Weight 142 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 *Except` Installation 1 Stabilizer(s) at 9-4-8 (max) oc. 2.8 2 X 4 SYP No.3, 8 -112 X 4 SYP No.3 Permanent Structural wood sheathing directly applled or 3-9 -14 oc puriins, except end WEBS 2 X 4 SYP No.3 verticals. OTHERS 2 X 4 SYP No.3 BOT CHORD installation 1 Stabllizer(s) at 15-0-0 (max) oc. Permanent Rigid ceiling directly applied or 10.04 oc bracing. Except 10-0-0 oc bracing: 8-9 WEBS 1 row(s) of 1 Stabllizer(s) at 1/2 pts. 3-9, 6-7 REACTIONS (Iblsize) 10=101610-8-0,14=982103-0 Max Hors 10 374(LC 2) Max Upllft10=-484(LC 2), 14=-487(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 324/178, 2 -15 =1987/ 1080, 3- 15=- 1818/1090, 3-4=- 10231376, 4.5=-924/ 408, 6. 13=0191, 5-13=0/91, 1-10=-1791125 6- 7=- 521103 BOT CHORD 9-10=-113111611, 8 -9=0/76, 2- 9=- 2/165, 7.8- 30/94, WEBS 7. 9=-480/ 885, 3-9=- 890/1010, 3- 7=- 9191679, 5-7=- 55611092, 2- 10=- 15581724, 5.14=- 984/488,13. 14=39186 NOTES 1) Wind: ASCE 7-02; 148mph (3- second gust); h=12ft TCDL=9.0psf•, BCDL=8.0psf; Category II; Exp C; enclosed; C-C Exterior(2) 0 -1 -12 to 3 -1 -12, Interior(1) 3-1 -12 to 18 -3-12; Lumber DOL=1.33 plate grip DOL=1.00. 2) Bearing at pings) 14 considers parallel to grain value using ANSIITPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 484 Ib uplift at Joint 10 and 487 Ib uplift at Joint 14. 4) For bracing specified, use MITek Stabilizer(tm) Truss Bracing System (or Equivalent), attached per The Stabilizer Truss Bracing System Installation Guide. Cross bracing required at each end and at these spacings: Webs: 20 -0-0; TC: Inst. 20 -0-0; BC: ; Inst 20 -0-0. 5) Where diaphragm blocking Is required at pitch breaks, Stabilizers may be replaced with wood blocking. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1-5=-90, 9-10=-20, 6.8= -20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1- 15=91, 5- 15=59, 9 -10 -12, 8-8=-12 Horz:1 -15 -109, 5. 15=-77 3) Bracing installation: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-5= -5 GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BSI Guide to Good Practice for Handling. Installing. Restraining & Bracing of Metal Plate Connected Wood Trusses * ** for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the $CSI - B3 Summary Sheet - Permanent Restraint/ Bracing of Chords & Web Members * ** for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no ester' marcados de ningun modo que identifique la frecuencia o localization de restriction lateral y arriostre diagonal temporales. Use las recomendaciones de manejo, instalacion, restriction y arriostre temporal de los trusses. Vea el folleto BCSI Guia de Buena Practica pars el Manejo. Instalacion. Restriction v Arriostre de los Trusses de Madera Conectados con Places de Metal * ** para information mas detallada. Los dibujos de diseno de los trusses pueden especificar las localizations de rest ccion lateral permanente o refuerzo en los miembros individuales del truss. Vea la hoja resumen I -B - 1.1' !inArri n-n : •. -rr y Miembros Secundarios * ** para mas information. El resto de los disenos de arriostres permanentes son la responsabilidad del Disenador del Edificio. QThe consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. El resultado de un manejo, levantamiento, instalacion, restriction y arrisotre incorrecto puede ser la caida de la estructura o atin peor, heridos o muertos. Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes afilados. Lleve guantes y lentes protectores cuando corte los empaques. HANDLING — MANE)O Q Avoid lateral bending. — Evite la flexion lateral. Cil The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. El contratista tiene la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra. If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSI Guide to Good Practice for Handling In sta llin g Restraining & Bracing of Metal Plate Connected Wood Trusses * ** for more detailed information pertaining to handling and jobsite storage of trusses. Si los trusses guardados uardados horizon - talmente, ponga bloqueando de altura suficiente detras de la pile de los trusses a 8 hasta 10 pies en el centro. Para trusses guardados por mas de una semana, cubra los paquetes para prevenir aumento de humedad pero permita venti- lacion. Vea el folleto BCSI Ggla de Buena Practica para el Manejo. Instalacion. Restriction y Ar- riostre de los Trusses de Madera Conectados con Places de Metal * ** para information mas detallada sobre el manejo y almacenado de los trusses en area de trabajo. Use special care in windy weather or near power lines and airports. Spreader bar for truss Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Use proper rig- ging and hoisting equipment. Use equipo apropiado para levantar e improviser. Do not store unbraced bundles upright. No almacene verticalmente los trusses sueltos. QDo not store on uneven ground. No almacene en tierra desigual. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. QWarning! Don't overload the crane. iAdvertencia! iNo sobrecargue la groat Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use solo los empaques para levantar un paquete. No levante un grupo de paquetes empaqueandos individualmentes. QA single lift point may be used for bundles with trusses up to 45'. Two lift points may be used for bunles wi •h• • Q Warning! Do not overkoMmisp•rting trusses up to 60'. • • • sril Lure n,ith truss bundle.• • Use at least 3 lift points for bundles with iAdve.tenci•! No sobrecargueria estructura trusses greater than 60'. • aI) oyadI Lon el paqucte•dt RAsles. Puede usar un solo lugar de levanta•pbS• • • • • • paquetes de trusses hasta 45 pies. Place truss bundles inosialil•ppytion. • Puede usar dos puntos de levantar pars • 1.444eies de trues en w1s position paquetes hasta 60 pies. •••• stab e. Use por lo menos tres puntos de levryq, • • • paquetes mas de 60 pies. • • • • • INSTALLATION OF SINGLE TRUtgES•8Y HAND • • • INSTALACIUN DE TRUSSES INatIf4Ii/O..ES POR LAINANO • • Trusses 20' or less, sup- port at peak. Soporte del pico los trusses de 20 pies o menos. k1 • • •••• • • • less, supportat • • • quartm coin s. • • • Soportle•le • los cuartos de tramo los trusses de 30 pies o menos. t- Trusses up to 20' -► Trusses hasta 20 pies • • • • • • •• •��-•- . Trusses up to 30' Trusses hasta 30 pies HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALES Hold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga cada truss en position con equipo de grim hasta que la restriction lateral temporal de la cuerda superior este instalado y el truss esta asegurado en los soportes. A Warning! Using a single pick -point at the peak can damage the truss. iAdvertencia! El use de un solo lugar en el pico para levantar puede hacer dano al truss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Tagline Spreader bar Spreader bar 1/2 to 2/3 truss length —� Tagline 60' or less Locate above mid - height . Approx. 1/2 —,„,„ truss length Spreader bar or stitiback Attach 10' o.c. max. Tagline Spreader bar 2/3 to 3/4 truss length —� TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL A Refer to SCSI -B2 Summary Sheet - Truss Installation & Temporary Restraint/Bracinq * ** for more information. Vea el resumen BCSI -B2 - Instalacion de Trusses y Restriccion / Arriostre Temporal * ** para mas information. ground braces Locate 9 r ces for first truss directly in line with all rows of top chord temporary lat- eral restraint (see table in the next column). Coloque los arriostres de tierra para el primer truss directamente en linea con cada una de las files de restriction lateral temporal de la cuerda superior (vea la tabla en la proximo columna). Do not walk on unbraced trusses. No camine en trusses sueltos. Top Chord Temporary Lateral Restraint -/ /''/ ` (TCTLR) min pr, I . =-g0^ Brace first truss t— securely before erection of additional trusses. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES Q1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instale los arriostres de tierra. 2) Instale el primero truss y ate seguramente al arriostre de tierra. 3) Instale los proximos 4 trusses con restriction lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagoial de la cuerda superior (vea abajo). 5) Instale arriostre diagonal para los planosileblipigmbros secundarios para estabilice los primeros cinco trusses (veams o; 64Instale la restricciol•lateral temporal y dfriostre diagonal para la cuerda inferior (vea aia o). 7) Repita esteerocegi�liento en :ruoo, tie uatro trusses hasta que todos los trusses ester) i,sTalades. • • • Refe l6to Rtt -fit Summary %heet - •Truss Installation & Temporary Restraint/Bracing * ** for more information. • • Vea tai resumerrBCSI -B2 - I•stalacilal de Trus a ?>+l r •scion /Arriostre Temporal * ** para mas information. • •••• RESTRAINT/BRACING T ODRESTiA /AiRIOSTRE P4I ODOS LAjS DE TRUSSES 2 This rts:trt t bracing metRoa is fo! all trusses ezcep[ fx2 and 4x2 parallel chord trusses. Este meroTlo de restriction y lostre es para >pxliOruss: excepto trusses de cuerdas paralelas 3x2yoti•••• •••• • • 1) TOP CORD — UERDA Stipp pTt • • TrSSa fh Longitud de Tramo Top•Ch2rrl Temporajy L'at;�WT Restraint (TCTLR) Spacing Esp•ciamrenIo del Arriostre Temporal de la Cuerda Superior Up to 30' Hasta 30 pies • • • 10' o.c. max. 10 pies maximo 30' to 45' 30 a 45 pies 16" 8' o.c. max. 8 pies maximo 45' to 60' 45 a 60 pies Concrete Block 6' o.c. max. 6 pies maximo 60' to 80'* 60 a 80 pies* 3 -4 tiles high 4' o.c. max. 4 pies maxima .Consult a Professional Engineer for trusses longer than 60'. *Consulte a un Ingeniero Profesional para trusses mas de 60 pies. QSee BCSI -B2 * ** for TCTLR options. Vea el BCSI -B2 * ** para las opciones de TCTLR Refer to BCSI -B3 Sum- GU maw Sheet - Permanent Restraint/Bracing of Chords & Web Members * ** for Gable End Frame restraint/bracing / reinforcement information. Para information sobre restriction /arriostre /refuerzo para Armazones Hastiales vea el resumen BCSI -B3 - Restriccion / Arriostre RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Q Refer to BCSI -B7 Diagonal Bracing Summary Sheet 10' tar 15'* .� Repeat Diagonal Bracing `�� / every 15 truss spaces (30') gIlii a �� I �_/�_ [ � % ► -�- 1111111_!;111111 e�'�' �- Iq� Apply Diagonal to vertical webs at end of cantilever and at bearing locations. -- T_Temporary & Permanent Restraint/ Bracin for Parallel Chord Trusses * ** for more information. Vea el resumen BCE, j37 - Restriccion/ Arriostre Temporal y Permanente Para Trusses de Cuerdas Paralelas * ** para mas information. All Lateral Restraints lapped at least two trusses. *Top chord Temporary Lateral Restraint spacing shall be 10' o.c. max. for 3x2 chords and 15' o.c. for 4x2 chords. INSTALLING — INSTALACION Tolerances for Out-of- Plane. Tolerancias para Fuera -de- Plano. ,�-- Length —► Max. Bow Max. B wow— Lengt Max. Bow Length i - QTolerances for Out -of- Plumb. Tolerancias para Fuera -de- Plomada. 0/50 max o Plumb bob i� Out of Plumb D /50 D (ft.) 1/4" 1/2" 2' 3/4" 3' 4' 1 -1/4" 5' 1 -1/2" 6' 1 -3/4" 7' 58' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all lateral restraint and bracing is securely and properly in place. No proceda con la construction hasta que todas las restric- tions laterales y los arriostres esten colocados en forma apropiada y segura. Do not exceed maximum stack heights. Refer to SCSI -B4 Sum- N.Y mary Sheet - Construction Loading * ** for more information. No exceda las alturas maximas de monton. Vea el resumen BCSI -B4 Caroa de Construction * ** para mas information. Out of Plane Max. Bow Truss Length 3/4" 12.5' 7/8" 14.6' 16.7' 1 -1/8" 18.8' 1 -1/4" 20.8' 1 -3/8" 22.9' 1 -1/2" 25.0' 1 -3/4" 29.2' Maximum Stack Height for Material on Trusses Material Height Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3 -4 tiles high Ground bracing not shown for clarity. QRepeat diagonal braces for each set of 4 trusses. permanente de Cuerdas v Miembros Secundarios. * ** 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IM PORTANTES! Repita los arrisotres diagonales para cada grupo de 4 trusses. Diagonal ZAZIO:4Bracing Web Members �\ , `� Bottom Chords �` Diagonal Braces every 10 truss spaces (20' max.) 10' -15' max. Same spacing as bottom chord Lateral Restraint 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or �„� greater lapped over two trusses �i�`.`'�r►`��\ 4 Some chord and web members not shown for clarity. Bottom chords Diagonal Braces every 10 truss spaces (20' max.) 10' -15' ' Some chord and web members max. not shown for clarity. QDo not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. ONever stack materials near a peak. Nunca amontone los materiales cerca de un pico. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES Q Refer to BCSI -B5 Summary Sheet - Truss Damage. Jobsite Modifications & Installation Errors. * ** Vea el resumen BCSI -B5 Danos de Trusses, Modificaciones en la Obra v Errores de Instalacion- * ** Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No corte, altere o perfore ningun miembro estructural de un truss, a menos que este especificamente permitido en el Dibujo del Diseno del Truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construction o han sido alterados sin la autorizacion previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la garantia limitada del Fabricante de Trusses "'Contact the Component Manufacturer for more information or consult a Professional Engineer for assistance. non-printing PDF of this document, visit www.sbcindust .com b1. To view a / ry Truss bracing not shown for clarity. n Contractor and crane operator (if applicable) are NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the Co P D Pe ie ) 9 Y professionals with the capability to undertake the work they have agreed to do on any given project. If the Contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Contractor. It is not intended that these recommendations be interpreted as superior to the Building Designer's design specification for handling, installing, restraining and bracing trusses and it does not preclude the use of other equivalent methods for restraining /bating and providing stability for the walls, columns, Floors, roofs and all the interrelated structural building components as determined by the Contactor. Thus, WTCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. 6300 Enterprise Lane • Madison, WI 53719 608/274 -4849 • www.sbcindustry.com TRUSS PLATE INSTITUTE 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 703/683 -1010 • www.tpinst.org BIWARN11x17070724 HO)A RESUMEN DE LA GUIA DE BUENA PRACTICA PARA EL MANE)O, INSTALACION, RESTRICCION Y ARRIOSTRE DE LOS TRUSSES _.. ,•- .- . • . - . - . - . -. - . . - .- ...■ -1 - • 11. --. • . -,,. ., , ,. -, -- . • , - •,• , Truss Installation; Restraint & Bracing Using MiTek STABILIZER® Products, Yz�rYt;� Wirt fi n5 talacion% ' Restriction .,. Arriostre de Trusses con Productos de STABILIZER de Mitek.� FOR TRUSSES 16" AND 24" ON- CENTER AND UP TO 80'-0° IN LENGTH PARA TRUSSES HASTA 16 Y24 PULGADAS EN CENTRO Y HASTA 80 PIES DE LONGITUD Q Spans over 60' require more complex Temporary Installation Restraint /Bracing. Consult a Professional Engineer. Vanos mas de 60 pies requieren Instalacion Temporal de Restriction /Arriostre mas complejo. Consulte un Ingeniero Profesionat. ® Disregarding handling, installing, restraining and bracing safety recommendations is the major cause of truss erection /installation accidents. El no seguir las recomendaciones de manejo, instalacion, restriction y arriostre es la causa principal de los accidentes durante la erection /instalacion de trusses. STABILIZER Lateral Restraint is not adequate without Diagonal Bracing. Restriction Lateral de STABILIZER no es adecuada sin Arriostre Diagonal. 2 Always diagonally brace for safety! iSiempre arriostre dragonalrnente para seguridad! Diagonal Bradng • • • • • •• • • •••• • • • • • ••• • • STABILIZER • • Lateral, • • Restraint • • • MAXIMUM SPACING FOR TOP CHORD STABILIZER TEMPORARY LATERAL RESTRAINT (TCSTLR) ESPACIAMIENTO MAXIMO PARA RESTRICCI6N LATERAL TEMPORAL DEL STABILIZER DE LA CUERDA SUPERIOR (TCSTLR) The graphic at left shows the maximum on -center spacing (see * at left) of TCSTLR based on truss span from the table in Step 2 on page 2. • Ground bracing not shown for clarity. • Apply Diagonal Bracing or Structural Sheathing immediately. For spans over 60' applying Structural Sheathing immediately is the preferred method. El dlbujo a la lzqulerda muestra el espadamlerrto mkdmo en el cenfro (vea * a la brgulerda) del TCSTLR basado en los vans de trusses de la tabla en el Paso 2 en L3 paglna2. • No se muesbra el arriostre de tlerra pars derided. • Aplique Inmediatamente Arriostre Diagonal o Entablado Estructural (structural sheathing). Para vanos mas de 60 pies el metodo prefetido es entablarlo inmediatamente. CHECK THESE ITEMS BEFORE STARTING ERECTION /INSTALLATION AND CORRECT AS NEEDED REVISE ESTOS PUNTOS ANTES DE EMPEZ4R LA ERECCIGN /INSTALLCION Y CORRLJA COMO ES NECESSARIO • Tr.rs. s are he correct dimension. Dtr`:en:-ign de las misses es correcta. • Tops of bear' ^.g supports are flat, level aria at the correcte :ton. La parte. stipenOr de los sopOrtes son plans, n r'vt'ladas y 3 is elevaciljn correcta. .• lobsite is dean and neat, and free of obstructions. i. .;bra e sta limpia, ordenada y in 'bstrucciones. FtAlr;ing d,mersions .r :itch the Cerstroaioi; UrAumerts. Dirrervones c:'et edd'c cxrcberden tor' Pbrios de Coiistrvcaon. 0 Bearing Supports are accurately and iecurely installed. Soportes de Sestener son 1; sra!ados correctarr,ente y seguramente. Lid Dearing supports (e.g.. '!•;alts, cc'uinns, neacers, beams, etc.) are plumb and properly braced. Saportes clue s':stener cargas (Ej.: peredes cclumnas, v,gas de cabezera, etcetrra) son piomad sy ccrrectamente arr;nstradas. 2 ?'.angers, tie- Jor:`is. restraint ant bracing materials are or site ard acccs- Tolgadores (1 ;3r'7ers), Soportes de 3r'lcaaje (t ;e-Qn sr s y ritatcrrllkS dP ...sfr'r'LOri y ar': tie CStdi: 3,ies :VeS ell !a abrJ. it•itt ry tri > ,r, r., . r ; ; .. r; -.r,. , 10 Ground Bracing procedure for first truss is based on site and building configuration. El procedirniento de Arriostre de Tierra para el primer tit :-is h-7'7atio en el tai;,'io y : :orhgr :roc or, del ed,ficio If ground level is too far from truss for exterior Ground Bracing, use interior Ground Bracing. S el nivel del terreno es demasiado lejos para usar Anfostre de Tierra exterior, use Arriostre de Tierra interim. 070427 MrTek 8 Summary 64t, s'aP. ,04 TRUSS INSTALLATION, RESTRAINT & BRACING USING MITEK STABILIZER PRODUCTS t , r STEPS TO SETTING TRUSSES PASOS PARA EL MONTANE DE TRUSSES Establish Ground Bradng Procedure: Exterior or Interior 1 Establesca el Procedknlento de Arrlostre de Tierra: Exterior o Interior Rd truss (or Gable Ead Fan* et bawd pvap citrus= • • • • • • Ortao Growl! .5*;11{V7 Determine the locations for TCSTLR and Ground Brace Verticals • Determine las ublcaclones pans TCSTLR y las Verticales de Anlostre de limns El Use truss soan to deterrnne spacing for Top Chord STABILIZER 7empo- rary Lateral Restraint (TCSTLR) from table at right. Use el vano de truss para determinar el espaciamiento para Restriccion Lateral Temporal del STABILIZER de Cuerda .Supenor (TCSTLR) en la a • _ ed.:I' Je mom* _mama* siotiottossol Suss Span Up Chord STABILIZER Temporary Lateral Resetal (TCSTLR) Swing Up to 30' 10' on-center maximum 30 - 8' on-carder madman 45' - 60' 6' on-canter madman 60 - * 4 on-canter maximwn *Comet a Prefessaand Engineer far trusses longer than 80'. **For trusses In Past-Frerne beadings, sae also BCS1•1310 " OWArk 4.01*.441,KviA' BCSI-825UMMARY SHEETko VIA *MO .4*,16400:4, L'.)(:Ce 'Jr% '.%2i-thaii Atf t' TRUSS INSTALLATION, RESTRAINT & BRACING USING MITEK STABILIZER PRODUCTS 4. Set First Truss and Fasten Securely to Ground Brace Verticals 3 ■ Coloque el Primer Truss y FijeIo Seguramente a los Verticales de Arriostre de Tierra. FA Set first truss (or Gable End Frame) and fasten securely to Ground Brace Verticals and to the wall, or as directed by the Building Designer. Ex- amples of first tress installed. Cu!oque el primer tnrss ro Arrnaz n t-f'iStial y ftjek seguramente 3 ias Vertic7ies de Arriostre de Terra y a la pared, o corn se dive el Disna- dor del Edrfioo. Ejempios del pruner truss instatado. • • •••• AS IMPORTANT SAFETY WARNING! ® • • • First truss must be attached securely at each bearing and to all Ground Brace Verticals prior to removing the heislieg supports. iADVERTENC A IMPORTANTE DE SEGURIDADI El primer truss lien que ser sujetado seguramente a cada soporte y a todas las Verticales de Arriostre de Tierra, antes de guitar los soportes de levantar. • • • • • • • • • • Set Trusses 2, 3, 4 & 5 with TCSTLR in Line with Ground Bracing Coloque los Trusses 2, 3, 4 y 5 con TCSTIR en Linea con los Arrlostres de Tierra 2 ,attach trusses securely at all bearings, shimming bearings as necessary. Examples of first five trusses set. Suiete seguramente los trusses a todos los soportes, rellenar soldamente los soportes como sea necesario. Ejemplos de los primeros deco rr ss s colo ados. Installing STABILIZER Lateral Restraint. Instate Restsicdon Lateral de STABILIZER. 14 14" Or 22`'f MTek STABILIZER Products are specifkaBy designed to provide lateral restraint and are not just for spacing. Productos de STABILIZER de MiTek son disefados especificamente pare proverr restrkdon lateral y no solamente pars espaciarniento. © IMPORTANT SAFETY WARNING! Each truss must be attached securely at each bearing and all Top Chord STABILIZER Temporary Lateral Restraints installed before removing the hoisting supports. LO iADVERTENCIA IMPORTANTE DE SEGURIDAD! Cada truss tiene que ser sujetado seguramente a cads soporte y todas las Restricciones Laterales Temporales de STABILIZER de las Cuerdas Superiores instaladas antes de remover los soportes de levantar. r DES 132 SUMMARY `SHEE, • ,A TCSRR typ, • S1tR ••• ,typ. • • • r � • rAtir 41 il 1,_. V-- _� ^ on �`^'•'r '' 3F mss• - �'.. � • - ,,.�,. :..' lir••• , ' ti j - Y..rl —++� .rw.+.A�4v`..°a�'.`y` rrvn.. Ar.. S. l.n.a beck .. wai«.mwza x' - G -c,�a • • •••• AS IMPORTANT SAFETY WARNING! ® • • • First truss must be attached securely at each bearing and to all Ground Brace Verticals prior to removing the heislieg supports. iADVERTENC A IMPORTANTE DE SEGURIDADI El primer truss lien que ser sujetado seguramente a cada soporte y a todas las Verticales de Arriostre de Tierra, antes de guitar los soportes de levantar. • • • • • • • • • • Set Trusses 2, 3, 4 & 5 with TCSTLR in Line with Ground Bracing Coloque los Trusses 2, 3, 4 y 5 con TCSTIR en Linea con los Arrlostres de Tierra 2 ,attach trusses securely at all bearings, shimming bearings as necessary. Examples of first five trusses set. Suiete seguramente los trusses a todos los soportes, rellenar soldamente los soportes como sea necesario. Ejemplos de los primeros deco rr ss s colo ados. Installing STABILIZER Lateral Restraint. Instate Restsicdon Lateral de STABILIZER. 14 14" Or 22`'f MTek STABILIZER Products are specifkaBy designed to provide lateral restraint and are not just for spacing. Productos de STABILIZER de MiTek son disefados especificamente pare proverr restrkdon lateral y no solamente pars espaciarniento. © IMPORTANT SAFETY WARNING! Each truss must be attached securely at each bearing and all Top Chord STABILIZER Temporary Lateral Restraints installed before removing the hoisting supports. LO iADVERTENCIA IMPORTANTE DE SEGURIDAD! Cada truss tiene que ser sujetado seguramente a cads soporte y todas las Restricciones Laterales Temporales de STABILIZER de las Cuerdas Superiores instaladas antes de remover los soportes de levantar. r DES 132 SUMMARY `SHEE, • TRUSS INSTALLATION, RESTRAINT Ee BRACING USING MITEK STABILIZER PRODUCTS y i�T. "'- F wi" �''y,.t ?. ili+v.. ,, .�, . } ;,� , -ist. •..'}"+�s�' -1i4 ' ' 14.4k. 'AO- ,,,,, y € s ..:., , ' 'ht 4, .f 'Jr; Ii. LATERAL. RESTRAINT /BRACING MATERIAL AND CONNECIONS CONNECIONES Y MATERIALES DE RESTRICCI6N /ARRIOSTRE Lumber used for Lateral Rstraint and /or Dgonal Bracing must be minimum 2x4 stress- graded unless otherwise specfied by the Building DesignerUse MiTek STABILIZER as L terai Restraint with truss spacing of 16" or 24" on centeMadera usada para Restriccon Latera! y/ o Amostre LDiagonal debe ser por /o Wiens 2x4 gduada por esfuerzo a :nenos que epecifque de otmanna el Diseiador del Edincio. Ue STABILIZER de MiTek corn Restriction Lateral con espaciamientos de trusses de 16 0 24 pu/gadas en Centro. Ail t)on- STABILIER braong and Lateral Restrant members must be connected to each • • • • 4.6usS witR �P �ea 2 nails (isee mnmum sizes shown below). • T• odbs los a'tienbos de +�esrM, Lateral y arrh tre no de STABILIZER tienen que ser • conectas arada truss con err, minimo de 2 davos (ver los tamanos minimos mostrados 10d (0.128X37 sajo). • • • 12d (0.128x3.25'7 ( O 1 ' I •• jJ ve nails tltsh, or ue MO W- eaded nails for easiest removal, 16d (0.131x3.5°) • Penetre los claws al rasa scrLg •-lavos de dos cabezas para quitarlos mas facilinente. • •••• �• * •.installapi� (hoM Dipabjpl Bradng • Instate 4rrlostre plagoraa! en is Conde Superior • • • • •••• • • • • •••• r ch Jiag y a{, �raong to the firstite uses. Examples of Diagonal Bracing on first five trusses. Cologire Arnoslre Diagonal a los primeros cinco trusses. Ejempi'os de Amostre Diagonal en los primeros unto trusses. • • • • • • S See data Step 4. S See dead In Step 4. S See detail fn Step 4. f,�� i 5° 0 Or start applying Structural Sheathing. Example of Structural Sheathing installed directly aver STABILIZER Lateral Restraint on first five trusses. D empiece en apllcar el Entablado Estructural. Efemplo de Entabiado Estructural instalado directamente sabre !a Restricdon Lateral de 518ILIZER en l,s pr;r +„'! s dr o t:'usss. Install Web Member Diagonal Bradng • Instate el Arriostre Diagonal de Mlembros Secundarlos Temporary web member Diagonal Bracing acts with the Top Chord and Bottom Chord STABILIZER Temporary Lateral Restraint and Diagonal Bracing to form triangulation perpendicular to the plane of the truss and prevents trusses from 'earing or dominoirg. El Arriostre Diagonal de los miembros securdarios temporales trabaja con la' Restriction Lateral Temporal y / Arriostre Diagonal de STABILIZER de la Cuerda Supenor e Inferior para formar una triangulation perpendic- ular al piano del truss y evita que los trusses se iriclrnen o taiga() corm d:rrir6s -. -ei l:c:..;l. ;le) ''J:Cted at ur € ' Gc'ttom chum S /.! B i:' _.iterat R.e- `,lL.L'lt {:auiii'•,. Web CIdi)un.il 6r;:i�'.6t_) ribs eAte id ta171 !'•- .tic -m d :- -"ep'at it ti',e .tire! ,ri:,,vrt u` th2 Ftt;:.,re < ?t Witht. t,,/e }rr n }tre Y;: ?Q;a'-?l a :Ji'rI:,;31,3rl,11-eni: + -15 r :;icrOs '!1 ;oj i717cY1 ` "G7 - er .'is'h'ldr "10+ i'.2rt :.lt'S :.'U- r.I.'10 .c':3 l:LSttiP %, i .c ;Jc s c =n n ;'e-rca (1:}I .. - id .� ✓'d . ..'. ?r' 3;+ ;.`:1 d Pas. .; ∎Y v:i/-, .,Tr:bt' ;. 'rl td r -/L1.4 a;., The regL:ren.ents for 1 eb Inelnter Permanent .ndividuai Truss [•!ember R estrarnt are specified on the Truss Design Drawing. Refer to F ;L S:;inmarl Sheet - Pc rrnanent Rootrainti:Lac r-;g_of Chords &'+ eb Mern- LerS fdr more information.— Los requisitos para Restriction Permanente de ,tliembros Individu- ales de Truss para miembros secundarios son especificados en el Dibujo del Diseno de Truss. Vea el resumen DCSI -63 - Restriction/ Aroostre Permanente de las Cuertias y los Mienlbros Secondaries para inas information. BCST B SU 1&-, ,I Attl tremfwrs 10 -i5' max Same spacing as Dothan chord Lateral Reseaim Diagonal Braces every 10 truss spaces (20' max.) Some dad and web mambas* not shwa tar Marl* TRUSS INSTALLATION RESTRAINT & BRACING USING MITER STABILIZER PRODUCTS ® Mono pitch trusses, deep flat trusses and other types of trusses with deep ends also require STABILIZER Lateral Restraint and Diagonal Bracing on the long web members at the deep end of the truss. Trusses de una sofa pendiente, trusses pianos y profundos y otros tipos de trusses con extremos profundos tambien requieren Restriccion Lateral y Arriostre Diagonal de STABILIZER en los miem- bros secundarios largos a1 parte profundo del truss. • Install Bottom Chord STABILIZER Lateral Restraint and Diagonal Bracing R Instate la Restr/odon Lateral y el Arriostre Diagonal del STABILIZER de la Cuerda Inferior El Bottom Chord STABILIZER Temporary Lateral Restraint and Diagoi'a; Bracing stabilizes the bottom chord plane during installation and helps maintain proper spacing of the trjsses. Restriction Lateral Temporal de STABILIZER y Arriostre Dragon! de Ia Cuerda Inferior estabilizan el Plano de la cuerda inferior durante to instalacibn y asiste en nzantener espaciamiento apropiado de los trusses. 0 Install STABILIZER as Temporary Lateral Restraint at 15 on- center maximum. Instate STABILIZER corn la Restriction Lateral Temporal a 15 pies en el centro como maxima [ZI Install STABILIZER as Permanent Lateral Restraint at 10' on- center maximum. Specified spacing may he less; diecic .vith the Truss De- sign Drawing and/or the &:riding Designer. Instale STABILIZER coma la Restriction Lateral Temporal a 10 picas en el centro corn maxim. El espacianrento espeoficado puede ser men or; :-erifique con el Dibujo del Drsero de Truss y/d el Disef 3dor del Edilc :o. 2 install Diagonal Bracing at inter riffs of 20' maximum. Instate Anlostres Diagor gales a intervaios de 20 pies maxima. eater, chards M r.IISURLIER • • • • • •• • • • • •• • • • • • • 1a -16' ma • •••• • Dismal B a c a n a ry • 'ln• *truss VMS (217 mat) Saw Nord ml web mod= ad shows for dark a IMPORTANT SAFETY WARNING! Do not remove ground bracing until all top chord, bottom chord and web Lateral Restraint and Bracing is installed on at least the first five trusses. IADVERTENCIA IMPORTANTE DE SEGURIDADI G1 No remueva el arriostre de Berra hasty que Coda /a ResMccion Lateral y Arriostre de la cuerda superior, la Cuerda Inferior y los miembros secundarlos estdn instalados en par to menos los primeros deco trusses. 8 Repeat Steps Four Through Seven on Groups of Four Trusses • Replta los Pesos Cuatro a Siete en Grupos de Cuatro Trusses Install Diagonal Braces every 20' maximum. Instale Antos res Dlagonales coda 20 pies mdximo. Diagonal Bracing required at sack end dimes row and every 10 tense spaces (20' nom.). pacing between rows of TCSTLR s based at truss span (see Table on a- —+ page 2 for guidelines). 10 truss spaces max. (20' max.) 4 truss spaces 10 truss max- (8' max.) Ground Bracing not shown for clardy. ENSURE THAT ALL TRUSSES ARE PROPERLY DIAGONALLY BRACED Apply Structural Sheathing early and often. DO NOT watt until all trusses are set to apply Structural Sheathing. ASEGURESE QUE TODOS LOS TRUSSES ESTER ARRIOSTRADOS DIAGONALMENTE APROPIADAMENTE Apllque Entablado Estructural temprano y con frecuencla, NO ESPERE haste que todos los trusses estin colocados pare apliear Entablado EstructuraL a WARNING! Remove only as much top chord Diagonal Bracing as is necessary to nail down the next sheet of Structural Sheathing. DO NOT EXCEED TRUSS DESIGN LOAD WITH CONSTRUCTION LOADS. (SEE BCSI -134) "' a iADVERTENCIAI Quite solo tanto Arriostre Diagonal de la cuerda superior como sea necesario pars davar la siguiente hoja de Entablado Estructural. NO EXCEDA LA CARGA DE DISENO DE TRUSS CON CARGAS DE CONSTRUCCION. (VEA BCSI -B4)' BC ,B2 S MAR ;SHE' TRUSS INST�ALLATION, RESTRAINT & BRACING USING MITEK STABILIZER PRODUCTS ;= 6 ALTERNATE INSTALLATION METHOD: BUILD IT ON THE GROUND AND LIFT IT INTO PLACE MtkTODO ALTERNO DE INSTALACI6N: CONSTRUIRLO EN LA TIERRA Y LEVANTARLO EN LUGAR Q Ensure level bearing; set, position, plumb and properly restrain and brace the group of trusses on the ground. Asegurese gtle. el sooporte es nivelldo; co!ocar, post iv:la;; niveiar y restnngir y arriosirar apropiadpmente el grip° de tr,,sses en Ia herra. ® Apply Structural Sheathing for stability. Begin at the heel and alternate 4'x8' and 4'x4' sheets up to the peak. Aplipue el Elitablarjo Estnictor al para estal., /dad. Empiece en el talon y aiterne 4 pies x 8 pies y 4 pies x 4 pae5 LinllnaK•1itifra t'i p:co. �•ti.stait • web and bottom chsrddateval Restraint and Diagonal Bracing as required by the Building Designer. +• Instaie Reseccelateral Aritttre Diagonal de los mienrbros seuun,rarios y de is cuert!a inferior corn • • • ormtlifYe el 13i r5ador del .dlfrto• • Pide up the assembly and sell 444 place. • £! r.te el e'san :bare y co/44244bl en Lugar. [J�•�iure to t trie proper M.Ardeial Engineering guidance to aft the entire system Into place safety • y. •rd efficiency • •r+S•2iiurese Qe oQt2Qer !a g Wd141, gan,e,rk Pt cfesinnal apropiada pat a levantar ei sst ema enter° a •: • 4it ,tJgar en ftMm3 Qegu. a y efitiefire. • • • • • • •••• • ItIf, ASSEMBLIF & BR¢CjNQ MSAIWISLAIE•140tRIOSTitE L. GRUPO DE CADERA • •• Permanently connecting the end jacks to the end wall and girder as early in the installation process as possible dramatically Increases the stability of the hip girder and the safety of the structure. Conectando permanentemente los gatos extremos a la pared extremo y travesat%s tan temprano en el proceso de Instaladdn Como sea posible aumenta drdsticamente la estabiddad del travesar% de cadera (hip girder) oy Ia seguridad de le estructurv. Use the following sequence: Use la slgulente secuenda: Step 1 Position the hip girder on the bearing walls at the spedfied end wan setback and permanently attach to supports. Paso 1 Posidone el travesat% de cadera en las Paredes de soporte al 'setback" de la pared extremo especifcado y sujete a los sopottes perinanentemente. WARNING! Whenever possible, connect multi -ply Girder Trusses together and install the end jack hangers (if required) prior to erection /installation. iADVERTENCIA! Siempre que sea posib!e, conecte los trusses de travesario de varias -capas juntas y instate los colgadores de gato extremo (si requerido) antes de la erection /instalacion. Note: All plies of a multiply girder shall be attached per the fastening schedule on the TDD before attaching any framing members or applying any loads. Nola: Todas capas de un travesarTo de varies capas sujetardn per el loran de tijar en el Dlbujo del Oise!'fo de Truss antes de sujetar algunas miembros o de aplicar algunas cargas. Step 2 Install Hip Jacks, and End Jacks at 10' on center while crane continues to hold girder in place. Paso 2Instate Gatos de Cadera y Gatos Extremos a 10 pies en Centro mientras la grim continua terser el travesario en !agar. Note: Attach jade trusses to Top chord and Bottom Chord of Girder Truss. The Connection at the top Is important as R helps to stabilize the Top Chord of the girder. Nola: Sujete trues de gatos a la Cuerda Superior y Ia Cuerda Inferior del Tiles de Tlavesallo. La conecddn por endma es importante corn ayuda a estabilizar la Cuerda Superior del traveselo. Install jacks while crane centimes to hold girder hr place. Step 3 Install all the corner and end jacks with all permanent truss -to- bearing connections (e.g., hangers and tie downs). Paso 3lnstale dodos los gatos extremos y gatos de rincdn con toles conecdones permanentes de truss-a-soporte (Ej. Co!gadores sopottes de andaje. Step 4 Install the next hip truss and attach 2x4 Short Member Temporary Lateral Restraints, cut to a minimum of 32" long, to the flat portion of the Top Chord of both the hip girder and the hip truss with two nails at each end. Place and attach MiTek STABILIZER Lateral Restraint along sloped sides of the hip girder and hip truss per the spacing guidelines provided on page 2 of this document Paso -i Instate el prddmo truss de cadera y sujete 2x4 Re tricdones Lat ,a /es Temporales pare Miembros Conies, cortadas a un mtnimo de 32 pulgadas de largo, a !a parte plan de la Cuerda Superior de ambos el travesaifo de cadera y el truss de cadera con dos davos a cada extrerno. Coloque y sujetar la Restriccidn Lateral de STABILIZER de MiTek a lo largo de los lades pendientes del travesar% de cadera y truss de cadera sego° las directrices de espadamiento provistas en !a pagina 2 de este documento. TRUSS INSTALLATION, RESTRAINT& BRACING USING MITEK STABILIZER PRODUCTSa Step 5 Install remaining hip trusses. For the flat portion of each hip truss use 2x4 Short Member Temporary Lateral Restraints that are at least double the length of the first set of Short Member Temporary Lateral Restraints (see Figure below). For the sloped sides of the trusses, install MITek STABILIZER Lateral Restraint per sparing guidelines on page 2 of this document. Paso 5Instate el recto de los trusses de cadets. Para la parte plena de cada truss de cadera use 2x4 Restrladones Laterales Tenporales pars Mlembros Cortos que son por lo metos cables /a longltud del primer grupo de Res<ricdones Laterales Temporales de Mlembros Cortos (vea Rgura abaJo). Para los tacos pendlentes de las trusses, Instale Restriccl6n Lateral de STABILIZER de MiTek segtin las dlrectrices de espadamlento en la patg1na 2 de este darumento. 2x4 Short Member Temporary Lateral Restraint M ek STABILIZER step 6 Install pitched trusses using the guidelines provided in Steps 2-8 on pages 2 -5 of this document. Step 6 Instale trusses pendlentes usando las dlrectrices provistos en Pasos 2 -8 en pdg/nas 2 -5 de este dowmerto. Warning! DO NOT stack materials or stand on end jacks as it causes instability in the hip girder. iAdvertencia! NO amontone materiales ni pise en los gatos extremos por ash causa inestabilidad en el travesano de cadera. • • • • • •• • •• • LONG SPAN TRUSS INSTALI#1IFON : • • • • INSTALACI6N DE TRUSSES•DEi/ANDS LIMOS • • • • • WARNING! TRUSSES OVERW Ia LEN th EXTREMELY • DANGEROUS TO INSTALL ANDUIRE MORE DETAILEB£TY AND HANDLING MEASURL'V/RAV sksogrEll SPAN TRYG �f/ iADVERTENCIAI TRUSSE3i %DE 60 I'IESIIEE LARGO SIMP • EXTREMAMEN7 E PELIGIVS0,4 INSTALAR Y REQUIEREN' MEDIDAS DE SEGURIDADW MANFJO MAS DETALLADAS Qall. TRUSSES DE•VANQS MAS CCAjgS • • • • • •• • •• • • • • •• • BEFORE STARTING - ANTES DE EMPEZAR [l Hire a Professional Engineer to provide a temporary restraint/bracing plan and to supervise the erection process. Contrate un Ingeniero Profesional para proveer un plan de restriction/ arriostre temporal y para supervisar el proceso de erection. (J Develop a safe, effective truss installation method and inform all crew members of their roles. Elabor e un met000 seguro y efectrvo de la instalacion de trusses e informe todos tripulartes de sus papeles. 21 Use installers who have experience installing trusses greater than 60' in span. Use instaladores que tienen experiencia en instalar trusses mas que 60 pies de vano. Ensure that the walls and supporting structure are stable and ad- equately restrained and braced. Asegure que las Paredes y la estructura sopartante son estab!es y adecuadamente restringidos y arriostrados. [d( Have all necessary lifting equipment and building materials on hand. Make sure the crane operator understands the special hoisting require- ments of Long Span Trusses (see BCSI- 81).'°• "terry i r do ngr.:ipo de 1e-iantar y los n t. males de constructor ;1:.ce-iir -o;; a la rnano. AsegU ese el cperao,Or de gr'.fa e-.c;ere'e los r i qu:srtos especales ue levantar l Ls Tr:.,sses oe 'Janos Largos (vet. 8CS1'51), • • Attach to truss at 10' o.c. max. Tagline Spreader bar nr stiffback Spreader bar 2/3 to 3/4 truss length For trusses up to and over 6V Attach to truss at 10' o.c. max Imo_ Spreader bar 2/3 to 3/4 truss length For trusses up to and over 60' — • TRUSS INSTALLATION, RESTRAINT & BRACING USING MITEK STABILIZER PRODUCTS: TIPS FOR SAFE AND EFFICIENT INSTALLATIONS CONSEIOS PARA INSTALACIONES SEGURAS Y EFICIENTES (,7J Assemble the first five trusses with all Structural Sheathing, Rtstrn.nt and bracing, either as the trusses are installed or bui;t as a unit on the ground and lifted into ;dace. Monte ios primer os cink ., trusses con todo el Entablado Estructural, : stnccion y arriostre, i iralgtrier cuando los .trusses son instaiados o son corstruidoiti n Vna unidad en la tlerra y levjntados en itigar. �•IKf±tp trusses straight durireiioistirg to minimize benctina out-of- plane. • mar;tenga lac trioses dercrhosklurantt' el ievantamianto para nnintnUTaf • • • 4 yobiado•f40 piano a.`empor ry center stipAri;44provide greater stability and leave :n •••teii a until all Permanent Building Stability Bracing is.nstatled. • AgPegaie ug:404144e tempceraPei dl centeo para pr veer mas estabdidad •••rt-ltiedar en lugartasta qut:91'4i! el Arriostre de Estabilidad Permanente • • dP• oristruotwaf? ets instalaa'a. • • • • • • • •Viegae uil 440 04 teirlpurrl•en•y centro para proveer rnas establidad • • y quedar en hear harta qtAciailge Arriostre de Estabilidad Permanent,. • de Constn:cciun es instalasio.• • ®' ty Struckw¶P'7'!rathineto tie trop chord as the trusses are being • lo:P"ed. •••• •`• i Florida Baiiding Code Online BCIS Home Log In I Hot Topics ; Submit Surcharge Stats & Facts CO:MiiiiNITY PLANNING j�. o�M ��U.�'?�'�iti7 & �lJ � }:�Y b^tiri S : 'DEVELO NIENT ,t Product Approval USER: Public User Page 1 of 3 Publications FBC Staff 1 BCIS Site Map • • • • • • • •• • • •••••• • •• • • • • • •• • •••• • • • • •••• • Pr uct_Apgroval Meriu > Product. or Application Search > Application List > ApIRRIstRtri Detr • •• •• • •• 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 Validated By FL7987 -R1 Revision 2004 Approved • • • • • • • • • • •• • • •••• • • •• • • • • •• • • MiTek Industries, Inc. 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017 -5746 (314) 851 -7480 ext 7480 dwert@mii.com David Wert dwert@mii.com David Wert 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 (314) 851 -7480 dwert@mii.com •••••• • • • •••••• • • • • • • •••••• •• • • • • • Lin Structural Components Products Introduced as a Result of New Technology Evaluation Report from a Product Evaluation Entity ICC Evaluation Service, Inc. Intertek Testing Services - ETL/Warnock Hersey Intertek Engineering Services - ETL/Warnock Hersey • •■ • n t• TT. T • Y • 1 '1 ,C YlfV1^1 Florida Building Code Online - Page 2 of 3 • • Certificate of Independence • Rgffreoced Standard and Year (of •• • '• Standard) • • • • • • •••••• • • • • • • • • • • • • • • • •• • •• •• • • •••. • • • •• • • • • se • •••• Eetwimafence of Product Standards Cgifierd By •• •• SIci!iory from the Code • • • • • • •• Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL7987 Rl_COI ICC ES Certificate of Independence FL7987 R1 COI James Rothman Certificate of Independence.pdf Standard ASTM D1761- 88(2000) Method 1 Option C 06/27/2007 07/30/2007 08/03/2007 08/21/2007 2 Summary of Products .FL # *ode!, Number or Name Description 117987.1 THE STABILIZER 1Lateral brace for chords and webs of wo( ;trusses and to space wood roof trusses. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A I Other: !! Installation Instructions i FL7987_R1_II THE_STABILIZER_Instal ! Verified By: ICC Evaluation Service, Inc Evaluation Reports 1 FL7987 R1 AE ASTM D1761 Stabilizer ; Report.pdf FL7987_Ri_AE_NER561 STABILIZER. pc Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: 17' ,,45,pfjR�T . _ e/ sr ST ti 0 ••••,• • • •.• • •.•• • • • • • • •• • • • • • • • .• r.. • •• i.. • • •. 2.15 •. • • • • ces /MALL &Z 7 .57.80' 7,2.vE 00/5 fO) , 0/6 o. s x2.bo `- c.C.r a COr1c.. S Gdr s ti O' y'T,4ri. FcP f2 i' (No ID) AO/ (Rim 6 'c4F) 4ic 5 '(P`/ Certified To: John R. and Sandra A. Busta. /55 85' 0/0 Gt . o7 /0 a ,s'oc..Fj t\ eL /2 7Fj ‘ 0 �jVcjeDj A NOTE: L.F. ELEV. _ /1).52- denotes lowest habitable floor elevation. Elevations shown refer to N.G.V.D. 1929. Lowest Adjacent Grade Elev. = 8'S� B.M: # $.S -3 -2 ELEV. = . 8 6d ( /.//94/_219p e- COUNTY) Garage Elev. _ /3 E.R.P. 11'53 0 LEGEND LOCA HON SKETCH NOT TO SCALE :... INDICATES CONE % • ' INDICATES OVERHEAD LIMES —3E —)E1 INDICATES WIRE MICE — N --N- -- INDICATES WOOD FENCE INDICATES PROPERTY CORNER PO& !IMAMS PONT OFJ VG ppm IWICATES POINT OF COINDEIXEAWIff HANCATES PROPERTYLDIE /HATES RECORD MEASUREMENT D.U,I«: INDICATES DRAIMAGE & UTILITY EASEAENT ILE.: UIDICATES MUTT EASEMENT . INDICATES PERHAM:NT RWONUl6YT PCP: NICATESPER:NAM:NT CONTROL POINT RID: INDICATES FOIND CL: INDICATES CLEAR DIM WINCATES E ACI 4T RP: INDICATES FOUS IRON PB'E FIND: INDICATES FOUND REDAR SRB: UATICATES SET IR' DIAMETER REBAAR TYP: INDICATES TYPICAL MV.- IWICATESR4N'•OFWAY ORD: DANCATES OFACIAL RECORD BOOK s UMICATES MORE ORLESS FR ELEV: INDICATES FUG FLOOR ELEVATION N.T.S.: INDICATES NOT TO SCALE N INDICATES NORTH S INDICATES SOUTH E INDICATES WJTERIJ?r (fg IMICATES RELD MEASUREMENTS CONC.: INDICATES CONCRETE OWL: INDICATES ON PROPERTY LUIE LEGAL DESCRIPTION: Lots 10,11 and according to the Plat thereof, as 9, Page 101 of the Public Records Florida. • • • • • •• • • ••.. • • •• • •• •• • •••• • ••• • • • •• • • •••• • • •••• • • • • • • • • • • •• •• • • •••• • • •• • • •. • •• • 12, Block 2, EL PORTAL, recorded in Plat Book of Miami -Dade County, SURVEYOR'S NOTES: 1) NOT VALID UNLESS SIGNATURE IS EIBOSSED WITH THE REGISTERED LAND SURVEYORS SEAL 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD 4) BEARINGS SHOWN ARE BASED ON PLAT MERIDIAN REFEREE e--- -� 5) UNDERGROUND ND UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS, IFANY, WERE NOT LOCATED 6) ELEVATIONS, IF SHOWY BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. 7) FENCE OWNERSHIP NOT DETERMINE, UNLESS OTHERWISENOTED. 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE 9) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 16) WALL BARE TO/FROM FACE OF WALL 11) DRAWING DISTANCE BETWEEN WALLS AND/OR FENCESAND PROPERTY LAWS MAYBE EXAGGERATED FOR CLARITY. 12) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGSVCYMANAGENENTAGENCY FLOOD INFORMATION RATE MAPS • PROPERTIOF: John R. and Sandra A. Busta 300 N.E. 91st Street Miami Shores, Florida MYTYAfID WNW TDIE SIONAMICEAMO nLr asuOVAL RAS D. WAL CFA AUTRIDA L NNW YDRAADSAPPEZ A BOUNDARY SURVEY IAERINYCIENIFYMIITINESIMICY =ASCU summate *Er/vim/arm FLORIDA BOARD OFLANDSOWEPWRIPM PUP= OfOff4FI MIIMAAI.Y57RAME O:WEPORSIAA77OSIXDAIMAW Zlr ONDA BTA7O7EJj MEREAREIMMICROACNNEM OVENAP4BIS IEVISAAPEINI DQYMB RAT,OMER7,AMA8 SNOW .E m FLOOD ZONE: X BASE ELEV.= not available • • • • • • • • • • • • • COMMUNITYNo.: 120652 MAP & PANEL= 12025C0093 DATE OF FIRM: 7 -17 -95 SUFFIX: J PROFESSIONAL SURVEYING AND MAPPING LANNES & GARCIA, INC. LB # 2098 BEALE SMITH PSM# 5238 FRANCISCO F. FAJARDO PSM# 4767 359 ALCAZAR AVENUE, CORAL GABLES, FLORIDA 33134 PH (305) 6156 -7909 FAX (305) 559 -3002 FIELD DATE 3120 7I SCALE: 2 -46--08 Elevations added. ¢ ,7c7 MANN AgimawN mnowimm 30 I DRAM By: IDwG, No.: 210319 • ••••• • • •••• •• ••• • • •• • • • • •• • • • • • • .... •••. • • • • • ••••• •••• •••• • • • • • • • • • • ••.• • • • • • • • • •••• ••••Q• • • • • • • •• • •• • • • ••• ••• • •• • • • • •••• • • • • •••• • • • •• • •• • • • • SUBJECTTO COM - n WITH ALL • RAL STATE AND COUNTY RULES AND REGULATIONS F.4.AY © BY: ---- - ---- - - - - -a • • • • • • • • •• • • • • • m Cl) C m l ) m C — 1 m ) m m CJ-) C C C7 m m L J --C U T1 m C/) C_/-) 0 P/P 2.3' `39 .f WI -� 53.05' FIP ibee SKLTC OF SURVEY SCALE 1 " =30' 0 a a =I 0 OAK 0=i2' H=±50' 146.80'R&FM Y V: 4' C.L.F. TYP ft A rs 23.35' o GARAGE FFE 9.19' 22.70' POOL *�CONC }OD DECK a • .p 59.30' RES. # 1051 1- STY.CBS F.F.E. = 10.47' !)5.4'7.8' 17.7' m 0 OAK 0=±4' H=t60' S=±100' 5'SOWK 25.60' 0 AP 4%4 �4 ooh 4'? T =9.1 .R - 26.75' S 3.7, 7.7' O fr +9 cp W/M 162.72'R 162.54'FM TANK 7.0'X3.5 C? Iz N rn co co C/L NE 93rd STREET 16.5' ASPHALT PAVEMENT NOTES: 1) BENCHMARK USED MIAMI -DADE COUNTY # B -62 ELEVATION 8.7' FEET NGVD OF 1929 2) INDICATES EXISTING ELEVATIONS NGVD 1929. FIR 25' 10th COURT AS PER PLAT w Iz U 50'R/W BY PLAT FOR LEVY BRAYAN JOB No.: 0627071 Ate: 1051 NE 93rd STREET MIAMI SHORES, FLORIDA 33136. SURVEY DATE 06 -27 -2007 LEGAL DESCRIPTION: LOTS 16,17 AND EAST 40.00 FEET OF LOT 15 IN BLOCK 2 OF "3a. PARK" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16 AT PAGE 71, SECTION 5, TOWNSHIP 53 SUTH, RANGE 42 EAST OF THE PUBUC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. LOCATION MAP (NTS) NE 94th STREET REVISIONS: UP -DATE AND SEPTIC TANK LOCATION 06 -11 -2008. CORRECTED FLOOD ZONE AND BASE FLOOD ELEVATION 03 -02 -2009. NE 93rd STREET ABBREVIATIONS ENC= ENCROACHMENT (BASED ON APPARENT PHYSICAL USE), SDWK = SIDEWALK, CLF =CHAIN LINK FENCE, PL= PROPERTY UNE, N/D =NAIL & DISC, IP =IRON PIPE, F= FOUND, STY= STORY, A /C=AIR CONDITIONING UNIT, PC =POINT OF CURVATURE, PT =POINT OF TANGENCY, D/H =DRILL HOLE, W/F =WOOD FENCE, RES= RESIDENCE, IR =IRON ROD, CONC = CONCRETE, R /W= RIGHT -OF -WAY, C/L= CENTER UNE, (TYP)= TYPICAL, (FM) =FIELD MEASURED, (C)= CALCULATED, (R)= RECORD, C /N= CUTNAIL, R/N =ROUND NAIL, N/TT =NAIL & TIN TAB, S=SET, FFE= FINISH FLOOR ELEVATION, 0 /S= OFF SET, P/P =POWER POLE, L/P =LIGHT POLE, W/M =WATER MAILK, C/B =CATCH BASIN, PB =PLAT BOOK, PG. =PAGE, NTS =NOT TO SCALE, PRC =POINT OF REVERSE CURVE, PCC =POINT OF COMPOUND CURVE, POC =POINT OF COMMENCE, POB =POINT OF BEGINNING, CB =CHORD BEARING, BLDG = BUILDING, EASM'T= EASEMENT, UT EASM'T= UTIUTY EASEMENT, DME= DRAINAGE MAINTENANCE EASEMENT, I/F =IRON FENCE, C/F= CONCRETE FENCE, HYD= HYDRANT, 4= DIAMETER, H= HEIGHT, S= SPREAD WV =WATER VALVE. SURVEYOR'S NOTES: 1) FEMA NF1P FLOOD ZONE X; 2) PROPERTY SURVEYED ACCORDING TO LEGAL DESCRIPTION PROVIDED BY CUENT; 3) UNLESS NOTED PROPERTY CORNER MONUMENTS HAVE NO ID; 4) EXAMINATION OF ABSTRACT OF TITLE AND A SEARCH OF THE PUBLIC RECORDS WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS AFFECTING THE PROPERTY; 5) BELOW SURFACE LOCATION NOT DONE; 6) THIS SURVEY IS FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED 7) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I HEREBY CERTIFY THAT THIS "BOUNDARY SURVEY" MEETS THE "MINIMUM TECHNICAL STANDARDS" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAP ILK 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472 -027, FLORIDA STATUTES. FREEDOM OF LAND CORP Surveying Services 7575 W. FLAGLER STREET, SUITE 207 MIAMI, FLORIDA 33144 305.266.4451 FAX 305.262.5007 / LB4515 FLOOD INFORMATION COMMUNITY: 120652 PANEL: 12025C0093 SUFFIX: J FLOOD ZONE: AE BASE FLOOD FI FV:8.00' DATE OF FIRM: 07 -17 -95 Registered STA QUE A eyor No.5133 OF FLORIDA m CJ7 C m L ) I � E C) I m L 1 m �C7 m Cf) C ) --I J CD m m L J C) m CJ-) Cr) C) OO C7) C) (Tl c 5 .E 1 CI or S N, g V L / SCALE: r=30' 1.9' 2.6'- - ckl tz O N 53.05 146.80'R &FM C i X- x °1 ---x 0 OAK 0=f2' H=±50' S=±40' tib y�� "' > 5'SDWK 23.35' • WOOD DECK c GARAGE FFE 9.19' 22.70' f 0 Q w/M 162.72 59.30' RES. # 1051 1- STY.CBS F.F.E. = 10.47' q 17.7' OAK 4t4' H -160' S = ±100' 33' 78 o 0 25.60' ' x �5 73" T =9.1 4410 26.75' 7 Aft tI I 0 R 162.543R4 g —11' °- !t NE 93rd STREET m ix to • t� Pei 03 co t'7 0 16.5' ASPHALT PAVEIENT NOTES: 1) BENCHMARK USED MIAMI -DADE COUNTY # B -62 ELEVATION 8.7' FEET NGVD OF 1929 2) INDICATES EXISTING ELEVATIONS NGVD 1929. 1- 13' ATI'IIALT r 25' D4 10th COURT AS PER PLAT 11.1 1Z 5GYR/W BY PLAT FOR: LEVY BRAYAN ALICRES& 1051 NE 93rd STREET MIAMI SHORES, FLORIDA 33136. SURVEY DAME 06 -27 -2007 LEGAL DESCRIP1TOtt LOTS 16,17 AND EAST 40.00 I-tt t OF LOT 15 IN BLOCK 2 OF "BELL. DRE PARK" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16 AT PAGE 71, SECTION 5, TOWNSHIP 53 SUTH, RANGE 42 EAST OF THE PUBLIC .JOB No.: 0627071 RECORDS OF MIAMI -DADE COUNTY, FLORIDA. REVISIONS: UP -DATE AND SEPTIC TANK LOCATION 06 -11 -2008. LOCATION MAP (Nis) NE 94th STREET NE 93rd STREET ABBREVIATIONS ENC= ENCROACHMENT (BASED ON APPARENT PHYSICAL USE), SDWK = SIDEWALK, CU= =CHAIN LINK FENCE, PL= PROPERTY UNE, N/D =NAIL & DISC, tP =IRON PIPE, F= FOUND, STY = STORY, A /C=AIR CONDITIONING UNIT, PC =POINT OF CURVATURE, PT =POINT OF TANGENCY, D/H =DRILL HOLE, W/F =WOOD FENCE, RES= RESIDENCE, tR =IRON ROD, CONC= CONCRETE, R/W=RIGHT-OF-WAY, C /L= CENTER UNE, (TYP)= TYPICAL, (FM) =FIELD MEASURED, (C)= CALCULATED, (R)= RECORD, C/N= CUTNAIL, R /N=ROUND NAIL, N/TT= =NAIL & 11N TAB, S=SET, FFE= FINISH FLOOR ELEVA11O N, 0 /S=OFF SET, P/P =POWER POLE, L/P =LIGHT POLE, W/M =WATER METER, C/B =CATCH BASIN, PB =PLAT BOOK, PG. =PAGE, NTS =NOT TO SCALE, PRC =POINT OF REVERSE CURVE, PCC =PONT OF COMPOUND CURVE, POC =POINT OF COMMENCE, POB =POINT OF BEGINNING, CB =CHORD BEARING, BLDG = BUILDING, EASM'T= EASEMENT, UT EASM'T= UTILITY EASEMENT, DME= DRAINAGE MAINTENANCE EASEMENT, I/F =IRON FENCE, C/F= CONCRETE FENCE, HYD= HYDRANT, 4= DIAMETER, H= HEIGHT, S= SPREAD WV =WATER VALVE. S URVEYOR ' S NOTES: 1) FEMA NFIP FLOOD ZONE X; 2) PROPERTY SURVEYED ACCORDING TO LEGAL DESCRIPTION PROVIDED BY CLIENT; 3) UNLESS NOTED PROPERTY CORNER MONUMENTS HAVE NO ID; 4) EXAMINATION OF ABSTRACT OF TITLE AND A SEARCH OF THE PUBUC RECORDS WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS AFFECTING THE PROPERTY; 5) BELOW SURFACE LOCATION NOT DONE; 6) THIS SURVEY IS FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED 7) NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER I HEREBY CERTIFY THAT THIS "BOUNDARY SURVEY" MEETS THE "MINIMUM TECHNICAL STANDARDS" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472 -027, FLORIDA STATUTES. FREEDOM OF LAND CORP Surveying Services 7575 W. FLAGLER STREET, SUITE 207 11/11AA11, FLORIDA 33144 305.266.4451 FAX 305.262.5007 / LB4515 FLOOD INFORMATION COMMUNITY: 120652 PANEL 1 2025C0093 SUFFIX: J FLOOD ZONE:X BASE FLOOD ELEW N/A DATE OF FIRM: 07 -17 -95 Surveyor No.5133 OF FIARIDA U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name Busta A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 300 N.E. 91st Street State Miami Shores, Florida A3. Property Description (Lot and Biodc Numbers, Tax Parcel Number, Legal Description, etc.) Lots 10, 11, & 12, Block 2, EL PORTAL, P.B. 9, PG. 101, Miami -Dade OMB No. 1660 -0008 Expires February 28, 2009 210319 ZIP Cede 33138 • N. • Cotlfitr • M. Building Use (e.g, Residential Non- Residential, Addition, Ac cessorybetc.) Residential • • •••• • ••• • • • •• • • •• • • • ••••• •••• • • A5. Latitude/Longitude:Lat. ZS"s7 /3/ YtrAt Long. &' //'27.7'r4i HorizontalDStM!bNAD43077•• 1 1414D•19133 • • A6. A7. A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or endosure(s) sq ft b) No. of permanent flood openings in the crawl space or endosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 6f in Attach at least 2 photographs of the building if the Certificate is being used B uilding Diagram Number j to obtain flood insurance. • • •• •• • • . A9. For a building with an atta ehed garage, provide: • • a) Square footage of attached garage • • •. Z77 soft • b) No. of permanent florid ope i nings in t11 ohed arage • walls within 1.0 foot e adjacent grade__ • c) Total net area of flood openings in ABib• • •: Z' • sq in • SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number Miami Shores /120652 B2. County Name Miami -Dade B3. State Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO use base flcood depth) 12025C0093 J 7 -17 -95 3- 2 -94`• X Not Available 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) BI 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑ No Designation Date ❑ 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 -g below according to the bu ding diagram specified in Item A7. Benchmark Utilized ' 3—CZ #/ !/ P4 ' 3" Vertical Datum N. G. V. D. 1929 Conversion/Comments Q Check the measurement used. a) Top of bottom floor (induding basement, crawl space, or enclosure floor) M feet b) Top of the next higher floor `O feet c) Bottom of the lowest horizontal structural member (V Zones only) /.v feet d) Attached garage (top of slab) 1121feet e) Lowest elevation of machinery or equipment servicing the building IN feet (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 9r� feet g) Highest adjacent (finished) grade (HAG) B.- 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) 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. 'Tt Check here if comments are provided on back of form. Certifier's Name FRANCISCO F. FAJARDO Title PROFESSIONAL SURVEYOR Address 5 ALCAZAR AVENUE Signature Ucense Number #4767 Company Name & MAPPER LANNES City CORAL GABLES. Date AND GARCIA, INC. State ZIP Code FLORIDA 33134 Telephone 305 - 666 -7909 PLACE SEAL HERE FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 300 N.E. 91st Street City State ZIP Code Miami Shores, Florida 33138 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 6z,a4 • •1'�t •� ..r cNt :eo%'Tlos ,jam , /6- t'`� ° % y. z� .Iw B -6 ' / cs Wage p�to • �• •••• O6�'Za�B • • • • • ❑ Check here if attachments • • jE€T N L'! BUILDING' !IYVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) • • MZenes AO and A (vllthout BF'Mcomplete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, ak C. For Items g1 -E4, use rihtttlIt ade, if available. Check the measurement used. In Puerto Rico only, enter meters. E3,. •iirovide eletatibl'i information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent • grgde (HAN end fhe lowest idjatnt grade (LAG). : • • •a") Top of bgttopi.floor (includirrrbasement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of J Or (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section Items 8 and/or 9 (see ...: 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet [meters ❑ above or 1 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 offical must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. 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.-G9.) is provided for community floodplain management purposes. 04. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement 08. 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 Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 4.5 BY: 14:L.„ FLORIDA ENERGY EFFICIENCY CO FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Busta Residence Builder. Address: 300 NE 91th Street Permitting Office: Miami Shores City, State: Miami, FL 33124- Permit Number. 4&7/6 Owner: Mr. Jhon Busta Jurisdiction Number. 232600 Climate Zone: South 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi- family Single family - a. Central U I Cap: 48.0 kBtu/hr - 3. Number of units, if multi- family 1 _ _ ,r .,: SEER 13.00 - 4. Number of Bedrooms 3 - b. Central i�/Split ti Cap: 36.0 kBtu/hr - 5. Is this a worst case? No _ • SEER 13.00 - 6. Conditioned floor area (ft2) 3087 112 _ c. N/A _ 7. Glass type' and area: (Label read. by 13- 104.4.5 if not default) a. U- factor. Description Area :. , 13. Heating 41 :' - (or Single or Double DEFAULT) 7a(Sngle Default) 491.5 ft2 _ a. Electric S ■ h'. t? "z Cap: 27.2 kBtu/hr - b. SHGC: ? COP: 1.00 - (or Clear or Tint DEFAULT) 7b. (Clear) 491.5 ft2 - b. Electric Strip Cap: 27.2 kBtu/hr - 8. Floor types COP: 1.00 - a. Raised Wood, Post or Pier R 0.0, 238.0112 - c. N/A - b. N /A �� 4� AP c. N/A ce` - 9. Wall types ` r c . Cap: 60.0 gallons - a. Concrete, Int Instil., Exterior R=4.1, 3462.5112 - EF: 0.97 - b. Concrete, h j Int Insul, Adjacent R=4.1, 214.0 ft2 - c. N/A _ > ' " - _ d. N/A _ c. Conservation credits _ e. N/A - (HR-Heat recovery, Solar 10. Ceiling types - DRIP- Dedicated heat pump) a. Under Attic R=19.0, 1194.0 ft2 15. HVAC credits PT, - b. N/A - c. N/A - 11. Ducts(Leak Free) - a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 162.0 11 b. N/A - (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 35355 Total base points: 37549 PASS I hereby certify that the plans =rid spe ifications covered by this calculation are in comp Code. PREPARED BY: DATE: I hereby certify that this building; =,- fined, is in compliance with the Florida Energy Code. OWNER/AGENT: �C' C - L )tv DATE: NOV 0 6 the Fl .„ 'da Energy 2008 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: DATE: /OI '3=C8' 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCPB v4.5) FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 300 NE 91th Street, Miami, FL, 33124- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 3087.0 30.53 16964.0 1.Single, Clear N 0.0 0.0 13.3 36.46 1.00 486.0 2.Single, Clear N 0.5 7.0 88.0 36.46 1.00 3194.0 3.Single, Clear N 0.0 0.0 9.3 36.46 1.00 340.0 4.Single, Clear NE 0.5 12.0 4.7 55.61 1.00 259.0 5.Single, Clear NW 0.5 12.0 9.3 48.42 1.00 451.0 6.Single, Clear N 0.5 17.8 18.0 36.46 1.00 655.0 7.Single, Clear S 15.3 4.2 7.0 66.93 0.43 200.0 8.Single, Clear S 15.3 7.5 40.0 66.93 0.45 1195.0 9.Single, Clear S 10.7 7.7 80.0 66.93 0.48 2560.0 10.Single, Clear S 8.0 7.7 20.0 66.93 0.51 689.0 11.Single, Clear S 0.5 3.6 4.0 66.93 0.98 261.0 12.Single, Clear S 0.5 8.2 24.0 66.93 1.00 1599.0 13.Single, Clear S 8.0 8.2 24.4 66.93 0.52 858.0 14.Single, Clear E 18.0 4.0 12.5 78.71 0.36 357.0 15.Single, Clear E 0.5 5.0 3.0 78.71 0.99 234.0 16.Single, Clear E 6.0 10.3 7.6 78.71 0.69 410.0 17.Single, Clear W 0.5 10.5 20.0 70.53 1.00 1407.0 18.Single, Clear W 0.5 10.5 44.0 70.53 1.00 3095.0 19.Single, Clear W 4.0 7.4 31.6 70.53 0.73 1622.0 20.SIngle, Clear W 4.0 8.0 24.4 70.53 0.75 1291.0 21.Single, Clear W 0.0 0.0 6.3 70.53 1.00 442.0 As -Built Total: 491.6 21605.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 214.0 1.00 214.0 1. Concrete, Int Insul, Exterior 4.1 3462.5 2.32 8015.7 Exterior 3462.5 2.70 9348.8 2. Concrete, Int Insul, Adjacent 4.1 214.0 1.19 254.7 Base Total: 3676.5 9552.8 As - Built Total: 3676.5 8270.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.60 52.0 1.Exterlor Wood 20.0 9.40 188.0 Exterior 20.0 6.40 128.0 2Adjacent Wood 20.0 3.80 76.0 Base Total: 40.0 180.0 As -Built Total: 40.0 264.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1194.0 2.80 3343.2 1. Under Attic 19.0 1194.0 3.72 X 1.00 4441.7 Base Total: 1194.0 3343.2 As - Built Total: 1194.0 4441.7 EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 300 NE 91th Street, Miami, FL, 33124- PERMIT #: EnergyGauge'" DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 0.0(p) 238.0 0.0 0.0 -2.16 -514.1 -514.1 1. Raised Wood, Post or Pier 0.0 238.0 As -Built Total: 238.0 5.02 1194.5 1194.5 INFILTRATION Area X BSPM = Points Area X SPM = Points 3087.0 18.79 58004.7 3087.0 18.79 58004.7 Summer Base Points: 87540.6 Summer As -Built Points: 93780.3 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) Cooling Points 87540.6 0.3250 28450.7 (sys 1: Central Unit 48000btuh ,SEER/EFF(13.0) Duds: Unc(S),Unc(R),Int(AH),R6.0(INS) 93780 0.57 (1.07 x 1.000 x 0.90) 0.260 0.950 (sys 2: Central Unit 36000btuh ,SEER/EFF(13.0) Ducts: None 93780 0.43 (1.00 x 1.000 x 1.00) 0.260 0.950 93780.3 1.00 0.966 0.260 0.950 12782.4 9586.8 22369.2 EnergyGauge'" DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 300 NE 91th Street, Miami, FL, 33124 PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X WPM X WOF = Point .18 3087.0 3.60 2000.0 1.Single, Clear N 0.0 0.0 13.3 6.03 1.00 80.0 2.Single, Clear N 0.5 7.0 88.0 6.03 1.00 530.0 3.Single, Clear N 0.0 0.0 9.3 6.03 1.00 56.0 4.Single, Clear NE 0.5 12.0 4.7 5.84 1.00 27.0 5.Single, Clear NW 0.5 12.0 9.3 6.00 1.00 55.0 6.Single, Clear N 0.5 17.8 18.0 6.03 1.00 108.0 7.Single, Clear S 15.3 4.2 7.0 4.49 1.44 45.0 8.Single, Clear S 15.3 7.5 40.0 4.49 1.43 257.0 9.Single, Clear S 10.7 7.7 80.0 4.49 1.39 501.0 10.Single, Clear S 8.0 7.7 20.0 4.49 1.34 120.0 11.Single, Clear S 0.5 3.6 4.0 4.49 1.00 17.0 12.Single, Clear S 0.5 8.2 24.0 4.49 1.00 107.0 13.Single, Clear S 8.0 8.2 24.4 4.49 1.32 145.0 14.Single, Clear E 18.0 4.0 12.5 4.77 1.29 77.0 15.Single, Clear E 0.5 5.0 3.0 4.77 1.01 14.0 16.Single, Clear E 6.0 10.3 7.6 4.77 1.06 38.0 17.Single, Clear W 0.5 10.5 20.0 5.49 1.00 109.0 18.Single, Clear W 0.5 10.5 44.0 5.49 1.00 241.0 19.Single, Clear W 4.0 7.4 31.6 5.49 1.01 175.0 20.Single, Clear W 4.0 8.0 24.4 5.49 1.01 135.0 21.Single, Clear W 0.0 0.0 6.3 5.49 1.00 34.0 As -Bulit Total: 491.5 2871.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 214.0 0.50 107.0 1. Concrete, Int Insul, Exterior 4.1 3462.5 1.03 3583.7 Exterior 3462.5 0.60 2077.5 2. Concrete, Int Insul, Adjacent 4.1 214.0 0.45 95.2 Base Total: 3876.5 2184.5 As -Bullt Total: 3676.5 3678.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 1.30 26.0 1.Exterior Wood 20.0 2.80 • 56.0 Exterior 20.0 1.80 36.0 2Adjacent Wood 20.0 1.90 38.0 Base Total: 40.0 62.0 As -Bullt Total: 40.0 94.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1194.0 0.10 119.4 1. Under Attic 19.0 1194.0 0.14 X 1.00 167.2 Base Total: 1194.0 119.4 As -Bullt Total: 1194.0 187.2 EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 ' FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 300 NE 91th Street, Miami, FL, 33124- PERMIT #: EnergyGaugeTM DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 0.0(p) 0.0 238.0 -0.28 0.0 -66.6 -68.6 1. Raised Wood, Post or Pier 0.0 238.0 As -Bunt Total: 238.0 0.99 234.4 234.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 3087.0 -0.06 -185.2 3087.0 -0.06 -185.2 Winter Base Points: 4114.0 Winter As -Built Points: 6860.3 Total Winter X Points System = Heating Multiplier Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) Heating Points 4114.0 0.5540 2279.2 (sys 1: Electric Strip 27200 btuh ,EFF(1.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0 6860.3 0.500 (1.099 x 1.000 x 0.91)1.000 0.950 (sys 2: Electric Strip 27200 btuh ,EFF(1.0) Ducts: None 6860.3 0.500 (1.00 x 1.000 x 1.00) 1.000 0.950 6860.3 1.00 1.000 1.000 0.950 3258.9 3258.9 6517.9 EnergyGaugeTM DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 300 NE 91th Street, Miami, FL, 33124 PERMIT #: BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2273.00 6819.0 60.0 0.97 As -Built Total: 3 1.00 2155.83 1.00 6467.5 6467.5 PASS EnergyGaugew DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 28451 2279 6819 37549 22369 6518 6468 35355, PASS EnergyGaugew DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 600A -2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 300 NE 91th Street, Miami, FL, 33124 PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK °®''' Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. r/ Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. ✓ Ceilings 605.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of 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 610. Ducts in unconditioned attics: R-6 min. insulation. Recessed Lighting Fixtures 608.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. ✓ Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. ✓ Additional Infiltration reqts 608.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. e ,( I Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. </ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. ,/ HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugeTM DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 1. 2. 3. 4. 5. 6. 7. • Tested sealed ducts must be certified in this house. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.8 The higher the score, the more efficient the home. New construction or existing Single family or multi - family Number of units, if multi - family Number of Bedrooms Mr. Jhon Busta, 300 NE 91th Street, Miami, FL, 33124 Addition Single family 1 3 Is this a worst case? No Conditioned floor area (ft2) 3087 ft2 Glass type' and area: (Label read. by 13- 104.4.5 if not default) a. U- factor: (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Raised Wood, Post or Pier b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts(Leak Free) a. Sup: Unc. Ret: Unc. AH(Sealed):Interior b. N/A Description Area 7a(Sngle Default) 491.5 112 7b. (Clear) 491.5 ft2 238.0ft2 R=4.1, 3462.5 ft2 - R= 4.1, 214.0 ft2 _ R=19.0, 1194.0 ft2 Sup. R.0, 162.0 ft 12. Cooling systems a. Central Unit/Split b. Central Unit/Split c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A _ c. Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ-C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the ab : ener saving features which will be installed (or exceeded) in this home before final i i ► e; on,�th- e, a new EPL Display Card will be completed based on installed Code Builder Signature: DatetOV 0 6 2088 Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar'mdesignation), your home may quad f for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass ouuttp�ut on ages 2&4. EnergyGauge® (Version: FLRCI'B v4.5) Cap: 48.0 kBtu/hr - SEER 13.00 _ Cap: 36.0 kBtu/hr - SEER 13.00 Cap: 27.2 kBtu/hr - COP: 1.00 Cap: 27.2 kBtu/hr - COP: 1.00 Cap: 60.0 gallons - EF: 0.97 - PT, Residential System Sizing Calculation Summary • Project Title: Busta Residence Mr. Jhon Busta 300 NE 91th Street Miami, FL 33124- Code Only Professional Version Climate: South 11/6/2008 Location for weather data: Miami - User customized: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(58gr.) Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 95 F 75 F 20 F Total heating Toad calculation 32372 Btuh Total cooling Toad calculation 74807 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 136.7 44260 Submitted cooling capacity Sensible (SHR = 0.71) Latent Total % of calc Btuh 96.1 59640 190.7 24360 112.3 84000 WINTER CALCULATIONS Winter Heating Load for 3087 Load component Load Load 27977 Window total 491 sqft 12484 Btuh Wall total 3677 sqft 10907 Btuh Door total 40 sqft 432 Btuh Ceiling total 1194 sqft 1171 Btuh Floor total 238 sqft 1831 Btuh Infiltration 185 cfm 4073 Btuh Duct Toss Latent gain(infiltration) 6390 1474 Btuh Subtotal Btuh Latent gain(intemalloc cupants/other) 32372 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 32372 Btuh De 5 ) SUMMER CALCULATIONS Summer Cooling Load (for 3087 soft) Load component Load Window total 491 sqft 27977 Btuh Wall total 3677 sqft 13116 Btuh Door total 40 sqft 756 Btuh Ceiling total 1194 sqft 4624 Btuh Floor total 1739 Btuh Infiltration 162 cfm 3564 Btuh Internal gain 6780 Btuh Duct gain 3476 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 62032 Btuh Latent gain(ducts) 385 Btuh Latent gain(infiltration) 6390 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemalloc cupants/other) 6000 Btuh Total latent gain 12775 Btuh TOTAL HEAT GAIN 74807 Btuh Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5 EnergyGauge® System S PREPARED BY: DATE: NU V 0 . i FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Busta Residence Address: 300 NE 91th Street City, State: Miami, FL 33124 Owner. Mr. Jhon Busta Climate Zone: South Builder. Permitting Office: Miami Shores Permit Number. 7- D -//o Jurisdiction Number. 232600 1. New construction or existing Addition 2. Single family or multi- family Single family 3. Number of units, if multi- family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 3087 ft2 7. Glass type' and area (Label reqd. by 13- 104.4.5 if not default) a. U- factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 491.5 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. 8. Floor types a. Raised Wood, Post or Pier R 0.0, 238.0ft2 b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =19.0, 1194.0 ft2 b. N/A c. N/A 11. Ducts(Leak Free) a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R�.0, 162.0 ft b. N/A (Clear) 491.5 ft2 _ R=4.1, 3462.5 ft2 _ R=4.1, 214.0 ft2 Cap: 48.0 kBtu/hr _ SEER 13.00 _ Cap: 36.0 kBtu/hr SEER 13.00 14. a. El 'c" istance Cap: 60.0 gallons _ EF: 0.97 : 27.2 kBtu/hr _ COP: 1.00 Cap: 27.2 kBtu/hr _ COP: 1.00 b. N/A c. Conservation credits (Igt- Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) PT, _ Glass/Floor Area: 0.16 Total as -built points: 35355 Total base points: 37549 PASS I hereby certify that the pia d s . =cifi _ =lions covered by this calculation are in corn = ace thiFlorida Energy Code. / M PREPARED BY: DATE: l '0A1M, I hereby certify that this building, a -• _ -igned, is in compliance with the Florida Energy Code. OWNER/AGENT: " \ C d �Llll�� DATE: NOV 0 4 2008 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: DATE: /. ,5oer 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCPB v4.5) FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 300 NE 91th Street, Miami, FL, 33124- PERMIT #: BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type/SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 3087.0 30.63 16984.0 1.Single, Clear N 0.0 0.0 13.3 36.46 1.00 486.0 2.Singie, Clear N 0.5 7.0 88.0 36.46 1.00 3194.0 3.Single, Clear N 0.0 0.0 9.3 36.46 1.00 340.0 4.Single, Clear NE 0.5 12.0 4.7 55.61 1.00 259.0 5.Single, Clear NW 0.5 12.0 9.3 48.42 1.00 451.0 6.Single, Clear N 0.5 17.8 18.0 36.46 1.00 655.0 7.Single, Clear S 15.3 4.2 7.0 66.93 0.43 200.0 8.Single, Clear S 15.3 7.5 40.0 66.93 0.45 1195.0 9.Single, Clear S 10.7 7.7 80.0 66.93 0.48 2560.0 10.Singie, Clear S 8.0 7.7 20.0 66.93 0.51 689.0 11.Singie, Clear S 0.5 3.6 4.0 66.93 0.98 261.0 12.Single, Clear S 0.5 8.2 24.0 66.93 1.00 1599.0 13.Single, Clear S 8.0 8.2 24.4 66.93 0.52 858.0 14.Single, Clear E 18.0 4.0 12.5 78.71 0.36 357.0 15.Single, Clear E 0.5 5.0 3.0 78.71 0.99 234.0 16.Single, Clear E 6.0 10.3 7.6 78.71 0.69 410.0 17.Single, Clear W 0.5 10.5 20.0 70.53 1.00 1407.0 18.Single, Clear W 0.5 10.5 44.0 70.53 1.00 3095.0 19.Singie, Clear W 4.0 7.4 31.6 70.53 0.73 1622.0 20.Single, Clear W 4.0 8.0 24.4 70.53 0.75 1291.0 21.Single, Clear W 0.0 0.0 6.3 70.53 1.00 442.0 As -Built Total: 491.5 21605.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 214.0 1.00 214.0 1. Concrete, Int Insul, Exterior 4.1 3462.5 2.32 8015.7 Exterior 3462.5 2.70 9348.8 2. Concrete, Int Insul, Adjacent 4.1 214.0 1.19 254.7 Base Total: 3676.5 9562.8 J As - Built Total: 3676.5 8270.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.60 52.0 1.Exterior Wood 20.0 9.40 188.0 Exterior 20.0 6.40 128.0 2Adjacent Wood 20.0 3.80 76.0 Base Total: 40.0 180.0 4 As -Built Total: 40.0 264.0 CEILING TYPES Area X BSPM = Points I Type R -Value Area X SPM X SCM = Points Under Attic 1194.0 2.80 3343.2 1. Under Attic 19.0 1194.0 3.72 X 1.00 4441.7 Base Total: 1194.0 3343.2 As -Built Total: 1194.0 4441.7 EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 300 NE 91th Street, Miami, FL, 33124 PERMIT #: EnergyGaugeTM DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 0.0(p) 238.0 0.0 0.0 -2.16 -514.1 -514.1 1. Raised Wood, Post or Pier 0.0 238.0 As -Bullt Total: 238.0 5.02 1194.5 1194.5 INFILTRATION Area X BSPM = Points Area X SPM = Points 3087.0 18.79 58004.7 3087.0 18.79 58004.7 Summer Base Points: 87540.6 Summer As -Built Points: 93780.3 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) Cooling Points 87540.6 0.3250 28450.7 (sys 1: Central Unit 48000btuh ,SEER/EFF(13.0) Ducts :Unc(S),Unc(R),Int(AH),R8.0(INS) 93780 0.57 (1.07 x 1.000 x 0.90) 0.260 0.950 (sys 2: Central Unit 38000btuh ,SEER/EFF(13.0) Ducts: None 93780 0.43 (1.00 x 1.000 x 1.00) 0.260 0.950 93780.3 1.00 0.966 0.260 0.950 12782.4 9586.8 22369.2 EnergyGaugeTM DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 300 NE 91th Street, Miami, FL, 33124- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type/SC Overhang Omt Len Hgt Area X WPM X WOF = Point - .18 3087.0 3.60 2000.0 1.Single, Clear N 0.0 0.0 13.3 6.03 1.00 80.0 2.Single, Clear N 0.5 7.0 88.0 6.03 1.00 530.0 3.SIngle, Clear N 0.0 0.0 9.3 6.03 1.00 56.0 4.Single, Clear NE 0.5 12.0 4.7 5.84 1.00 27.0 5.Single, Clear NW 0.5 12.0 9.3 6.00 1.00 55.0 6.Single, Clear N 0.5 17.8 18.0 6.03 1.00 108.0 7.Single, Clear S 15.3 4.2 7.0 4.49 1.44 45.0 8.Single, Clear S 15.3 7.5 40.0 4.49 1.43 257.0 9.Single, Clear S 10.7 7.7 80.0 4.49 1.39 501.0 10.Single, Clear S 8.0 7.7 20.0 4.49 1.34 120.0 11.Single, Clear S 0.5 3.6 4.0 4.49 1.00 17.0 12.Single, Clear S 0.5 8.2 24.0 4.49 1.00 107.0 13.Single, Clear S 8.0 8.2 24.4 4.49 1.32 145.0 14.Single, Clear E 18.0 4.0 12.5 4.77 1.29 77.0 15.Single, Clear E 0.5 5.0 3.0 4.77 1.01 14.0 16.Single, Clear E 6.0 10.3 7.6 4.77 1.06 38.0 17.Single, Clear W 0.5 10.5 20.0 5.49 1.00 109.0 18.Single, Clear W 0.5 10.5 44.0 5.49 1.00 241.0 19.Single, Clear W 4.0 7.4 31.6 5.49 1.01 175.0 20.Single, Clear W 4.0 8.0 24.4 5.49 1.01 135.0 21.Single, Clear W 0.0 0.0 6.3 5.49 1.00 34.0 As -Bulit Total: 491.5 2871.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 214.0 0.50 107.0 1. Concrete, Int Insul, Exterior 4.1 3462.5 1.03 3583.7 Exterior 3462.5 0.60 2077.5 2. Concrete, Int Insul, Adjacent 4.1 214.0 0.45 95.2 Base Total: 3676.5 2184.5 As -Bullt Total: 3676.5 3678.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 1.30 26.0 1.Exterior Wood 20.0 2.80 56.0 Exterior 20.0 1.80 36.0 2Adjacent Wood 20.0 1.90 38.0 Base Total: 40.0 62.0 As -Bulk Total: 40.0 94.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1194.0 0.10 119.4 1. Under Attic 19.0 1194.0 0.14 X 1.00 167.2 Base Total: 1194.0 119.4 As -Bulit Total: 1194.0 167.2 EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 300 NE 91th Street, Miami, FL, 33124- PERMIT #: EnergyGaugen, DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab Raised Base Total: 0.0(p) 0.0 238.0 -0.28 0.0 -66.6 46.6 1. Raised Wood, Post or Pier 0.0 238.0 As -Bulit Total: 238.0 0.99 234.4 234.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 3087.0 -0.06 - 185.2 3087.0 -0.06 -185.2 Winter Base Points: 4114.0 Winter As -Built Points: 6860.3 Total Winter X Points System = Heating Multiplier Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) Heating Points 4114.0 0.5540 2279.2 (sys 1: Electric Strip 27200 btuh ,EFF(1.0) Ducts :Unc(S),Unc(R),Int(AH),R6.0 6860.3 0.500 (1.099 x 1.000 x 0.91)1.000 0.950 (sys 2: Electric Strip 27200 btuh ,EFF(1.0) Ducts: None 6860.3 0.500 (1.00 x 1.000 x 1.00) 1.000 0.950 6860.3 1.00 1.000 1.000 0.950 3258.9 3258.9 6517.9 EnergyGaugen, DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 600A -2004R Tested sealed ducts must be certified in this house. EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 300 NE 91th Street, Miami, FL, 33124- PERMIT #: BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2273.00 6819.0 60.0 0.97 As -Bullt Total: 3 1.00 2155.83 1.00 6467.5 6467.6 PASS EnergyGaugeTM DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 28451 2279 6819 37549 22369 6518 6468 35355 PASS EnergyGaugeTM DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 600A -2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 300 NE 91th Street, Miami, FL, 33124- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEF Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfrn/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. .--• Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Shower heads Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of 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. v Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 dm from conditioned space, tested. °..--•"' Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. Er 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements In Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. Extemal or built-in heat trap required. a../ Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. N f Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. r-- HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. v EnergyGaugem DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 Tested sealed ducts must be certified in this house. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.8 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass typet and area (Label read. a. U-factor (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Raised Wood, Post or Pier b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts(Leak Free) a. Sup: Unc. Ret: Unc. b. N/A Mr. Jhon Busta, 300 NE 91th Street, Miami, FL, 33124- Addition Single family 1 3 No 3087 ft2 by 13- 104.4.5 if not default) Description Area 7a(Sngle Default) 491.5 112 7b. (Clear) 491.5 ft2 238.0112 R=4.1, 3462.5 ft2 _ R=4.1, 214.0 ft2 _ R= 19.0,1194.0 ft2 _ AH(Sealed):Interior Sup. R5.0, 162.0 ft 12. Cooling systems a. Central Unit/Split Cap: 48.0 kBtu/hr _ SEER 13.00 _ b. Central Unit/Split Cap: 36.0 kBtu/hr _ SEER 13.00 c. N/A 13. Heating systems a. Electric Strip Cap: 27.2 kBtu/hr _ COP: 1.00 b. Electric Strip Cap: 27.2 kBtu/hr _ COP: 1.00 c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, BF-Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the in this home before fina based on installed Co i f 111 p' .1 t Builder Signature: , A Wd Date: NOV 0 4 104: Address of New Home: - City/FL Zip: ve energy saving features which will be installed (or exceeded) Othw'rwise, a new EPL Display Card will be completed Cap: 60.0 gallons EF: 0.97 PT, _ *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score Ls 80 or greater (or 86 for a US EPA/DOE EnergyStarm'"designation), your home may quail& for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2&4. EnergyGauge® (Version: FLRCPPB v4.5) Residential System Sizing Calculation Summary Project Title: Busta Residence Mr. Jhon Busts 300 NE 91th Street Miami, FL 33124- Code Only Professional Version Climate: South 11/4/2008 Location for weather data: Miami - User customized: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(58gr.) Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 95 F 75 F 20 F Total heating Toad calculation 32372 Btuh Total cooling load calculation 74807 Btuh Submitted heating capacity Total (Electric Strip) % of talc Btuh 136.7 44260 Submitted cooling capacity Sensible (SHR = 0.71) Latent Total % of calc Btuh 96.1 59640 190.7 24360 112.3 84000 WINTER CALCULATIONS Winter Heating Load for 3087 soft) Load component Load Load 27977 Window total 491 sqft 12484 Btuh Wall total 3677 sqft 10907 Btuh Door total 40 sqft 432 Btuh Ceiling total 1194 sqft 1171 Btuh Floor total 238 sqft 1831 Btuh Infiltration 185 cfm 4073 Btuh Duct loss Latent gain(infiltration) 6390 1474 Btuh Subtotal Btuh Latent gain(intemal/occupants/other) 32372 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 32372 Btuh SUMMER CALCULATIONS Summer Cooling Load for 3087 soft) Load component Load Window total 491 sqft 27977 Btuh Wall total 3677 sqft 13116 Btuh Door total 40 sqft 756 Btuh Ceiling total 1194 sqft 4624 Btuh Floor total 1739 Btuh Infiltration 162 cfm 3564 Btuh Intemal gain 6780 Btuh Duct gain 3476 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 62032 Btuh Latent gain(ducts) 385 Btuh Latent gain(infiltration) 6390 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants/other) 6000 Btuh Total latent gain 12775 Btuh TOTAL HEAT GAIN 74807 Btuh r1RraIBL Version 8 For Florida residences only EnergyGauge® System PREPARED BY: DATE: EnergyGauge® FLRCPB v4.5 FORM 600A --20o 4R �•l . • ..• • • • • • .••. • .• •• • • • •• •• - • • • • • r".. : P ENEFk V €FFICfENCY C E ' � Et 6 . , LDLNG CPNSTRUCTI f..,; idia Depirtrnerrt if C rnrduSit i A1airs MAY 0 8 eta P.esidential Whofe•B"unding•P rforrriance Metho .� = =Em rA .. ..6uiltler: 300 ! ii . 91sr STREET ••• •.Perlinittina Office: MIAMI SHORES • iV'IJAtVti ;�1.4fat�;j, • • • • •• t FL Perrot Number: l og Not • Jurisdiction Number: 232600 far**. ,Ad::Irer. City, Owner: HR. " MRS. JOHN EUSTA Climat 1. Ne•.. ustrt)ctiotl or existing Addition 2. Single s;,t :iv or :Haiti- family Singe family 3. Nrmhe; malt, -mail■ 1 4. Number o± Let(room 3 5. Is this a worst case:: No 6. Conditioned floor area (tt') 305011= 7. Glass t-pe 1 and area (L(mt 1 re•.(d. ( }v 13-104.4.5 if not default) a. i.J -fiict r: I1esc. tption Area P-: auk) 4113.9131 .. • • in b. SIT Tin. i. i '. %IA T • S Flo:.:• '. r.e• sta_se. :,,,. rem wtd: N A •V Ei 9. W ::t .l. Col.' ...1 U. t_`onerete. lnl instil. Ex mot: Coy.: ,;t.. ri,t ll ± <?)l. Exte: •• • d. 'tt;.�' F. `rri• 10. Cei'iu.-n; a. IJnde..A ti•; R= 19.0. 1187.0 ft= b. NA c. NA 11. Ducts a. Sup: r.'n:•. :?.a(: t_Tn�. ; .H. Jnterit.r Sup. R=6.0. 125.0 ft b. Sup: Unc. n.:i: iT +.l, rtli: Attie St,(). R=6.u, 10(1.0 it (Tint) 4039 ft _ 1(563.1412 it(10.0 t1' R =19.0, 70(0 112 R= 19.0. 7(0.0 ft= -_ R =19.0. 701.0 IF 626.0 IF 12. Cooling systems a. Central Unit Split b. Central Unit Split c. NA 13. Heating systems u. Electric Strip b. Electric Strip c. N A 14. Hot water syst a. Electric Resistan b. N A Cap: 48.0 kBtu'hr SEER: 13.00 _ Cap: 36.0 kBtu hr _ SEER: 13.00 Cap: 16.4 kBtu hr COP: - COP: 1.00 1: 16.4 kBtu hr _ COP: 1.00 c. Conservation credits (HR -Heat recovery. S:o.ar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fiin. CV -Cros HP-Whole house f PT- Progran MZ-C -Mult MZ- H- Multizot Cap: 60.0 gallons EF: 0.97 .. Total as-built points: 34676 �,..� ,,,_ ,si ioc r F,re :: 0.13 Total base points: 35830 ■ PASS at the .4.t;; rec1tic:,!tons covered by 41'4.? ir;�' r <�ii :? ti:::' the Florida Energy I hereby cer i ,• that this building as aesk:med. is in • compliance ±+ykr, the Florida Energlc. -o OWNER /AGENT: 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: DATE. 0.5.-219.7 AOag DATE: 1 Predominant glass type For actual glass type and areas, see Summer & Winter Glass output on pages 2 EnergyGauge® (Version: FLRCSB v4.5.2) • . •.• • • . • • ..• • ENERGY ERFC • Asi CEIEVEL (ripL) .. • • • ••• • • •• • • .. •..• •••• • • ESTIMATED ENERGX $EJ FD1 L4NCE.SCORE* = 87.5 The higher the'score,4eim rr ;ffiefint tf4 home. rL MR. & MRS. JOHN BUSTA, 300 N.E. 91st STREET, MIAMI SHORES, FL, 1. Ner- construction or e_ istin; 2. Single or multi - family 3. Number ofEatits. if!Multi- taniil': 4. Number of Bedrooms • 5. Is this a worst case? 6. Ci nilitioa3Nd floor .area (ft') 7 Glass tyre) .tnd area: (Label recd. by ;.or •), Double DEFAULT) 7a. (or Clear Tint DEFAULT; 7h 8. Flcwr types a. Raised Wood, Stem Wall b. NA c. NA 9: Wall n pe; a. Concrete. Ir( Inst)1. Exterior b. Concrete. hit instil. Exterior c. Concrete, Int Insul, Exterior d. Concrete, Int IusuL Exterior e. 4 Others 10. Ceiling hypes a. Under Attic b. N A c. N A 11. Ducts a. Sup. Um l e . 'he. AR Interior h. Sup: .inc. Pei' [Inc. Ali: Attic Addition Single hmily 1 3 No 3050 i 13- 104.4.5 if not delimit) Description Area ( Sngle Default) 403.9 ft' • (Tint) 403.9 8= �. 12. Cooling systems a. Central Unit Split b. Central Unit Split c. NA 13. Heating systems a. Electric Strip h. Electric Strip R =6.0. 1863.0111 c. N A R =19.0, 800.0 ft= _ R =19.0, 700.0 fl _ R= 19.0.700,0 ft= R= 19.0.700.0 ft= -_ 626.0 ft= 1c =19.0, 1187.0 ft' Sup. R =6.0. 125.01t Sup. R=6.0, 100.) fl 14. Hot (cater systems a. Electric Resistance h. NA c. Conservation credits (HR-Heat recovery. Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cowling, MZ -H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saying 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 Corte compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 48.0 kBtu-hr SEER: 13.00 _ Cap: 36.0 kBtu hr SEER: 13.0)) Cap: 16.4 kBtu hr _ COP: IAN) Cap: 16.4 kBtu. hr _ COP: 1.00 Cap: 60.0 gallons _ EF: (1,97 PT. *NOTE. The home's e.vt'lnlltel/ a.'lrer t j)erhu,,,l7rrce score is only arailable through the FL 1 IRS coinputer•progra,n. This is nor a Briilcling Energy Rating. Thom. score is 80 or greater (or 86 Pr 0 1 S EPA £)OE Eriergt.•.Stae des/cwatlolli, your /home :nay (halo f1' for mei:LTa' efficiency mortgage (EE111) irncentives if sung obtain a Florida Eiierg1' Gauge Rating. C'ontact the Erlerg: C cm' e Yir ?;line (..lf 32! 638-1492 or See the Erleri r Gauge web Site at inni'. /Sec.ucf:edu,fvr Ill fol ination and a list of certified &lets. For in fir, Ination about Florida's Energv Efficiency iciencl' C'ode For Building Construction. contact the Tk'pa,'t, l ll t 01 <'(munnnitl .4 f f •airs at 850 487- 182-1. 1 Predominant glass type For actual glass type 4nd areas, see Sumner & Winter Glass output aR�aes 2 &4. EnergyGauge,R• (Version: v4.5.21 . • ••• • • • ••• •• •• • • • •• ••• • • •• • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • . Summary Energy�Code Results Residential Whole' u1din •.• . rfcZr3 )ce Method A • • ••. ••••• •• • • . • • Project Title: MR. & MRS. JOHN BUSTA 300 N.E. 91st STREET MIAMI SHORES, FL •• • • • • • • • • • • BBJSTA •• • • . • • • • • •• • • • • • ••• • •• • •• • • • • •• Class 3 Rating Registration No 0 Climate: South 5/2/2008 Building Loads Base As -Built Summer: Winter: Hot Water: I Total: 83159 points 3581 points 6273 points 93014 points Summer: Winter: Hot Water: Total: 80881 points 3109 points 6273 points 90263 points r. Base Cooling: 27027 points Heating: 1984 points Hot Water: 6819 points Total: 35830 points Energy Use As -Built Cooling: Heating: Hot Water: Total: 24473 points 3735 points 6468 points 34676 points PASS e- Ratio: 0.97 EnergyGauge ®(Version: FLRCSB v4.5) , FORM 600A -2004R • .•. • • • .•• .... • .....• •. • • • • • • • • • •; : • • MEk C.*L'CUCATIONS Residential Whole BuiJcjirtg Per q cc•Method A - Details .. • EnergyGauge® 4.5.2 ..• ADDRESS: 300 N.E. 91st STREET, MIAMI SHORES, FL, PERMIT #: • • • •• • OOO • BASE _ .. . • • ••••• * *AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area -X SPM X SOF = Points .18 3050.0 30.53 16761.0 1.Single. Tint N 0.0 0.0 95.2 29.33 1.00 2792.0 2.Singie, Tint N 0.0 0.0 18.0 29.33 1.00 527.0 3.Singie, Tint N 0.0 0.0 15.0 29.33 1.00 439.0 4.Singie, Tint N 0.0 0.0 10.8 29.33 1.00 316.0 5.SIngie, Tint S 0.0 0.0 10.0 55.34 1.00 553.0 6.Single. Tint S 0.0 0.0 33.6 55.34 1.00 1859.0 7.Single, Tint S 0.0 0.0 27.5 55.34 1.00 1521.0 8.Single, Tint S 0.0 0.0 47.2 55.34 1.00 2611.0 9.Single. Tint E 0.0 0.0 30.0 65.40 1.00 1962.0 10.Single. Tint E 0.0 0.0 6.0 65.40 1.00 392.0 11.SIngie, Tint W 0.0 0.0 58.7 58.39 1.00 3424.0 12.SIngle, Tint W 0.0 0.0 12.0 58.39 1.00 700.0 13.Single, Tint W 0.0 0.0 26.6 58.39 1.00 1553.0 14.Single, Tint W 0.0 0.0 6.0 58.39 1.00 350.0 15.8ingle, Tint S 0.0 0.0 2.5 55.34 1.00 138.0 16.Single. Tint S 0.0 0.0 4.8 55.34 1.00 265.0 As -Built Total: 403.9 19402.01 WALL TYPES Area X GSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 19.0 800.0 0.50 400.0 Exterior 3526.0 2.70 9520.2 2. Concrete, Int Insul. Exterior 19.0 208.0 0.50 104.0 3. Concrete, int Insul, Exterior 19.0 700.0 0.50 350.0 4. Frame. Wood, Exterior 19.0 137.0 1.60 219.2 5. Concrete. Int Insul, Exterior 19.0 700.0 0.50 350.0 6. Concrete, Int Insul, Exterior 19.0 137.0 0.50 68.5 7. Concrete. Int Insul, Exterior 19.0 700.0 0.50 350.0 8. Concrete, int Insul. Exterior 19.0 144.0 0.50 72.0 Base Total: 3526.0 9520.2 As -Built Total: 3526.0 1913.71 DOOR TYPES Area X BSPM = Points Type Area X SPM = - Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 42.0 9.40 394.8 Exterior 42.0 6.40 268.8 Base Total: 42.0 268.8 I As - Built Total: 42.0 394.81 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under At 1187.0 2.80 3323.6 1. Under Attic 19.0 1187.0 3.72 X 1.00 - 4415.6 Base Total: 1187.0 3323.6 As -Built Total: 1187.0 4416.6 EnergyGauge® DCA Form 600A-2004R EnergyGauge ® /FIaRES'2004R FLRCSB v4.5.2 FORM 600A- 20048 • • .•• •••• k SUM E CALCULATIONS Residential Whole Buijeliv PFrfor i r cd•Method A Details • • . • • • • • . . . . • • • • • . • . •• EnergyGauged 4.5.2 ADDRESS: 300 N.E. 91st STREET, MIAMI SHORES, FL, • •• • • • • S • • PERMIT #: EnergyGaugeTM DCA Form 600A-2004R EnergyGauge ® /FIaRES'2004R FLRCSB v4.5.2 BASE ,... ._. .. .. • ....... AS-BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 0.0(p) 1863.0 0.0 0.0 -2.16 - 4024.1 4024.1 1. Raised Wood, Stem Wall 6.0 1863.0 -1.37 As -Built Total: 1863.0 - 2555.0 - 2555.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3050.0 18.79 57309.5 3050.0 18.79 57309:5 Summer Base Points: 83159.0 Summer As -Built Points: 80880.7 Total Summer Points X System Multiplier = Cooling Points Total X Cap X Duct X System X Credit Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) _ Cooling Points 83159.0 0.3250 27026.7 (sys 1: Central Unit 48000btuh .SEER /EFF(13.0) Ducts: Unc(S).Unc(R),Int(AH),R6.0(INS) 80881 0.57 (1.07 x 1.165 x 0.90) 0.260 0.950 128432 (sys 2: Central Unit 36000btuh ,SEER/EFF(13.0) Ducts: Unc(S),Unc(R),Att(AH),R6.0(I■S) 80881 0.43 (1.07 x 1.165 x 1.08) 0.260 0.950 11558.8 80880.7 1.00 1.225 0.260 0.950 24473.3 EnergyGaugeTM DCA Form 600A-2004R EnergyGauge ® /FIaRES'2004R FLRCSB v4.5.2 FORM, 600A-2004R • • • •.. • • • ••• •• .. • •. • •. •• • • • • • • • • - • • • • ••. • EnergyGauge® 4.5.2 Residential Whole Buildnfi•Pe orana;Method A - Details ••• .•.• ADDRESS: 300 N.E. 91st STREET, MIAMI SHORES, FL, • •• • • • •. •.. •. •.• .• • PERMIT #: BASE •• • • • •• •..•.AS -BUILT GLASS TYPES I .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X WPM X WOF = Point .18 3050.0 3.60 1976.0 1.Single. Tint N 0.0 0.0 95.2 6.11 1.00 581.0 2.SIngle, Tint N 0.0 0.0 18.0 6.11 1.00. 110.0 3.SIngie, Tint N 0.0 0.0 15.0 6.11 1.00 91.0. 4.Single, Tint N 0.0 0.0 10.8 6.11 1.00 66.0 5.Single, Tint S 0.0 0.0 10.0 4.79 1.00 47.0 • 6.Single, Tint S 0.0 0.0 33.6 4.79 1.00 161.0 7.Single, Tint S 0.0 0.0 27.5 4.79 1.00 131.0 8.Single, Tint S 0.0 0.0 47.2 4.79 1.00 226.0 9.Single, Tint E 0.0 0.0 30.0 5.05 1.00 151.0 10.Single, Tint E 0.0 0.0 6.0 5.05 1.00 30.0 11.Single, Tint W 0.0 0.0 58.7 5.65 1.00 331.0 12.Single. Tint W 0.0 0.0 12.0 5.65 1.00 67.0 13.Single, Tint W 0.0 0.0 26.6 5.65 1.00 150.0 14.Singie, Tint W 0.0 0.0 6.0 5.65 1.00 33.0 15.Single, Tint S 0.0 0.0 2.5 4.79 1.00 11.0 16.Single, Tint S 0.0 0.0 4.8 4.79 1.00 23.0 As -Built Total: 403.9 2209.0, WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul. Exterior 19.0 800.0 0.20 160.0 Exterior 3526.0 0.60 2115.6 2. Concrete. Int Insul, Exterior 19.0 208.0 0.20 41.6 3. Concrete, Int Insul, Exterior 19.0 700.0 0.20 140.0 4. Frame, Wood, Exterior 19.0 137.0 0.30 41.1 5. Concrete, Int Insul, Exterior 19.0 700.0 0.20 140.0 6. Concrete, Int Insul, Exterior 19.0 137.0 0.20 27.4 7. Concrete, Int Insul, Exterior 19.0 700.0 0.20 140.0 8. Concrete. Int Insul. Exterior 19.0 144.0 0.20 28.8 Base Total: 3526.0 2115.6 I As -Built Total: 3526.0 718.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 42.0 2.80 117.6 Exterior 420 1.80 75.6 L Base Total: 42.0 75.61 As -Built Total: 42.0 117.6 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1187.0 0.10 118.7 1. Under Attic 19.0 1187.0 0.14 X 1.00 166.2 Base Total: 1187.0 118.7 As -Built Total: 1187.0 166.2 EnergyGauge® DCA Form 600A-2004R EnergyGauge® /FIaRES'2004R FLRCSB v4.5.2 FORM 600A-2004R . • ••• • • • ••• •• •• • • • • • •• ••• • • • • • • 0 . • 0 WINTER CALCULATIONS Residential Whole Building P� dr#na cdt lethod A - Details • • • ▪ • • • . . • . 0 .• • •••• I ADDRESS: 300 N.E. 91st STREET, MIAMI SHORES, FL, ti . EnergyGauge® 4.5.2 •• • • • • • • • PERMIT #: EnergyGaug TM' DCA Form 600A-2004R EnergyGaugee /FIaRES'2004R FLRCSB v4.5.2 BASE •• •• • ••"'"AS- BUILT FLOOR TYPES Area X BWPM = Points ' Type R -Value Area X WPM = Points Slab Raised Base Total: 0.0(p) 1863.0 0.0 -0.28 0.0 1. Raised Wood, Stem Wall 6,0 1863.0 0.04 -521.6 -521.6 As -Built Total: 1863.0 79.8 79.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 3050.0 -0.06 -183.0 3050. -0.06 -183.0 Winter- Base Poirots: 3581.3 Winter As -Built Points: 3108.5 Total Winter X Points System = Heating Multiplier Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier ` Multiplier (System - Points) (DM x DSM x AHU) Heating Points 3581.3 0.5540 1984.0: (sys 1: Electric Strip 16400 btuh ,EFF(1.0) Ducts :Unc(S),Unc(R),Int(AH),R6.0 3108.5 0.500 (1.099 x 1.137 x 0.91) 1.000 0.950 (sys 2: Electric Strip 16400 btuh ,EFF(1.0) Ducts:Unc(S).Unc(R),Att(AH),R6.0 3108.5 0.500 (1.099 x 1.137 x 1.14) 1.000 0.950 3108.5 1.00 1.265 1.000 0.950 1679.0 2103.3 3735.2 EnergyGaug TM' DCA Form 600A-2004R EnergyGaugee /FIaRES'2004R FLRCSB v4.5.2 FORM 600A-2004R • • ••• • • • • • ••• • : : :'•': • • EnergyGauge® 4.5.2 • ••• • • • WATER HEATING & bode C•0IW6sLIANCE STATUS Residential Whole Bull •Perfcro �pif$e :Method A - Details •• • • • •• ••I• • •••. • • ADDRESS: 300 N.E. 9ist STREET, MIAMI SHORES, FL, PERMIT #: •• • • • • • • • • • ••• ••• BASE •• • • • • • ••• ••AS -BUILT WATER HEATING Number of X Multiplier = Total Bedrooms Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 3 2273.00 6819.0 60.0 0.97 As -Built Total: 3 1.00 2155.83 1.00 6467.5 6467.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water Total Cooling + Heating + Hot Water — Total Points Points Points Points Points Points Points Points 27027 1984 6819 35830 24473 3735 6468 34676 PASS EnergyGaugem DCA Form 600A-2004R EnergyGauge® /FIaRES'2004R FLRCSB v4.5.2 F FORM 600A-2004R • • • ••• • ••• • • • • • . • • • • • • . • Code Cotip•I1arice C1iecklist Residential Whole Builc nn•Pertacthm e:Method A - Details • ••• •••• • ... •• `ADDRESS: 300 N.E. 91st STREET, MIAMI SHORES, FL, 6A -21 INFILTRATION REDUCTION COMPLIANCE CI CILIS1: • • • EnergyGauge® 4.5.2 PERMIT #: COMPONENTS SECTION REQUIREiNNT1 Flon%RCt'I P 11P • CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seat between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; Joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. Shower heads 612.1 EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the to plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or Joint members. EXCEPTION: Frame floors where a continuous infiltration barrier Is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606,1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts: chases, soffits. chimneys. cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter. at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space. tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers: combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 6101 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation: HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. EnergyGauge*"" DCA Form 600A -20048 EnergyGauge© /FIaRES'2004R FLRCSB v4.5.2 BUILDING INPI'•J� • SiJ REPORT Title: Owner: # of Units: 1 Builder Name: (blank) Climate: South Permit Office: MIAMI SHORES Jurisdiction #: (blank) BUSTA MR. & MR3. JOHN BUSTA Ardlrfypy i i Siptie• i : :.:Address Type: Jew /Eicitfing: ; ;addition : • • • :Lot #: iledrootns: • 3 • • Subdivision: Conditioned Area: 3050 Tota bStorie:: • •. r.: • • Wor9t•C4L:r :: ti • i • Rotat 'Aljgla: • • • XIaNk)• • • •• • • • • •• Platbook: Street: County: City, St, Zip: Street Address N/A NIA N/A 300 N.E. 91st STREET DADE MIAMI SHORES, FL; cn O 0 J U. # Floor Type R -Val Area /Perimeter Units 1 Raised Wood /Stem Wall 6.0 1863.002 1 td/ H re 1 0 0 Door Type Orientation Area Units Wood Exterior 21.0 02 2 in z_ J LU U 6/) J # Ceiling Type R -Val Area Base Area Units 1 Under Attic 19.0 1187.0 02 1187.0 ft2 Creott Multipliers: None # Wall Type J 0 0 0 # System Type Efficiency Capacity 1 Central Unit/Split 2 Central Unit/Split SEER:13.00 48.0 kBtu/hr SEER: 13.00 36.0 kBtu /hr Credit Multipliers: PT Location R -Vat Area Units 1 Concrete Block - Int Instil 2 Concrete Block - Int insul 3 ` Concrete Block - Int Instil 4 Concrete Block - Int tnsul 5 Concrete Block - Int Instil 6 Concrete Block - Int Instil 7 Frame - Wood 1 C)thAr/L) _ 117 n ft2 # Panes Tint 1 Single Tint 2 Single Tint. 3 Single Tint 4 Single Tint 5 Single Tint 6 Single Tint 7 Single Tint 8 Single Tint 9 Single Tint 10 Single Tint 11 Single Tint 12 Single Tint 13 Single Tilt 14 Single Tirt 15 Single Tint 16 Single Tirt Exterior 19.0 800.0 ft2 1 Exterior 19.0 700.0 ft2 1 Exterior 19.0 700.0 ft2 1 Exterior 19.0 700.0 ft2 1 Exterior 19.0 208.0 ft2 1 Exterior 19.0 144.0 02 1 Exterior 19.0 137.0 ft2 1 Ornt N N N N S S 8 E E W W W W S 5 Area OH Length OH Hght Units 11.9 ft2 0.0 ft 0.0 ft 8 18.0112 0.0 ft 0.0 ft 1 5.0ft2 0.Oft 0.Oft 3 10.8 ft2 0.Oft 0.0 ft 1 5.0112 0.Oft 0.0 ft 2 11202 0.0 ft 0.0 ft 3 27.5 ft2 0.0 ft 0.0 ft 1 11.802 0.0 ft 0.011 4 10.0 ft2 0.0 ft 0.0 ft 3 6.0 ft2 0.0 ft 0.011 1 11.702 0.0 ft 0.0 ft 5 12.0 02 0.0 0 0.0 ft 1 13.302 0.0 ft 0.0 ft 2 t0ft2 0.0 ft 0.0 ft 1 2.502 0.0 ft 0.0 ft 1 4.8 02 0.011 0.0 0 1 # System Type 1 Electric Strip p 2 Electric Strip 4 w Credit Multipliers: PT V Efficiency Capacity COP: 1.00 16.4 kBtulhr COP: 1.00 16.4 kBtu/hr # Su ppIy Return - pit Handier - am 'Y Lonatron Location Location R -VAT Lengths 1 Uncond. Uncond. Interior 2 Uncond. Uncond. Attic 6.0 6.0 125.0 ft 100.0 ft Credit Multipliers: None # System Type EF Cap. Conservation Type Con. EF 1 Electric Resistance 0.97 60.0 None 0.00 # Use Default? Annual Operating Cost Electric Rate Ili 1 Yes N/A N/A LL Ul (CZ EnergyGauge® (Version: FLRCSB v4.5.2) The Cate Group A Limited Liability Company April 17, 2008 Mr. Claudio Grande Building Official Miami Shores Village 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Re: Busta Residence Permit No. RC- 08-110 Dear Mr. Grande: CITY COPY AA26000843� \mss (. 1.14 0 1 2308 6 Y: __.______ This letter is in response to Comment No. 6 from the Miami Shores Village Building Department Building Critique Sheet dated February 5, 2008 pertaining to the Busta Residence Addition with respect to following section of the 2004 Florida Existing Building Code: 707.5.1 Evaluation and analysis. An engineering evaluation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official. Where more than 30 percent of the total sum of floor and roof areas of the building or structure has been or is proposed to be involved in structural alteration within a 12 -month period, the evaluation and analysis shall demonstrate that the altered building or structure complies with the Florida Building Code, Building forwind loading. Exceptions: 1. Buildings of Group R occupancy with no more than five dwelling units or sleeping units used solely for residential purposes that are altered based on the conventional light -frame construction methods as defined in Chapter 2 . 2. Where such alterations involve only the lowest story of a building and the change of occupancy provisions of Chapter 8 do not apply, only the lateral- force - resisting components in and below that story need comply with this section. Please note that per Sheet SP -1 dated November 21, 2007, the existing residence consists of 4,012 gross square feet of roofed area. The proposed residence consists of 4,730 gross square feet of roofed area, which does not include the proposed, non-roofed terrace /pool patio (4" concrete slab on grade) consisting of 568 square feet. Based on the above referenced calculations, we are proposing that only 17.9% (4,730 s.f. /4,012 s.f.) of the total sum of floor and roof areas of the building is proposed to be involved in structural alteration within a 12 -month period. In that case, an engineering evaluation and analysis that establishes the structural adequacy of the altered structure should not be necessary given that the proposed structural alterations are less than the 30% threshold. Feel free to contact me directly at (786) 229 -2790 with any questions. Sincerely, William L. Cate AR0016785 Architecture • Development • Project Management C o n s u l t i n g D i s p u t e R e s o l u t i o n 8425 Biscayne Boulevard • Suite 103 • Miami • Florida • 33138 Tel: (305) 754 -1874 • Fax: (3051 754 -1974 7 MIAMI•DAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: Arp- aq/mAe 171 p• Ili! F®..,- ., F. - ..1 ,.. �i'� 7-7-7. l e1 t'4Y ®g 2300 B Y: U-�-- MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com 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 o rmaterTal.fail$ to • perform in the accepted manner, the manufacturer will incur the expense of such immediately revoke, modify, or suspend the use of such product or material within reserves the right to revoke this acceptance, if it is determined by Miami -Da • = " + ct "Z + of • Division that this product or material fails to meet the requirements of the applicabl This product is approved as described herein, and has been designed to comply with Code, including the High Velocity Hurricane Zone. • • DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No 4040 -20, titled "Alum. Single Hung ^� through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by man f ei ed` itl stil by Robert L Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp With theRQoQce of Acceptance number and approval date by the Miami -Dade County Product Control Division. • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and enneicte " Thi d evidence pages E -1, E -2 and E -3, as well as approval •;• iTnrff above. The submitted d • • • • • • • • • • NOANo.07- 0322.06 / Expiration Date: March 23, 2011 ✓ Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 •••• 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 •••••• along with marked -up drawings and installation diagram of an ATmninam Silgle;I4gng Window, with fin frame, prepared by Fenestration Testing Laboi'atdtJ,'inc., TTSL • Report No. FTL -4957, dated 10/03/06, signed and sealed by EdmEi$o•I' argaenada, P.E. • • •••• •••• 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per.1BC,XAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201.04' • • • 3) Cyclic Wind Pressure Loading per FBC, TAS • along with marked -up drawings and installation diagram of an Atuminnm SinClIvng Window, with fin frame, prepared by Fenestration Testing LabomkQry,pic., Tgst Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largabsp44A, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. F11,- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) Manuel Per Product Control er NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 •.. • 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 '....' along with marked -up drawings and installation diagram of an Aluminum tittrig Window, Impact, prepared by Fenestration Testing Laboratory, Iiie.° fit Repot- Mt FTL -4648, dated 08/10/05, signed and sealed by Edmundo Larga :Hi , P.E. • (Submitted under previous NOA #05- 1018.01) • • • 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94•••• • • 2) Cyclic Wind Pressure Loading per FBC, TAS 201-0( • along with marked -up drawings and installation diagram of Alun$tintningle Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. !- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespadu I k: •; (Submitted under previous NOA #05- 1018.01) • • • • 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 • 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 / /1 /— Manuel Per „ Product Control a � 4 er NOA No. 07 122.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. t"11,- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. •••• (Submitted under previous NOA #05-1018.01) • • • ••••• • • .. • C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC 2bb$' dated • • • 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. • • • • • • ••••••• Complies with ASTM E1300-02 QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). D. E. • ••• • • • •• • MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "IMPfint Butacite® PVB" dated 01/05/06, expiring on 12/11 /10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their " Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. • • •.•• • • .• • •••• F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10 /12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 uel ' P.E. Product Contr er NOA No. 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 8/18' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5116' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16' LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7118' LAMI CONSISTING OF (2) UTES OF 3116' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. E. 718' LAMI CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/16' LAMI 10: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16' LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516' LAMI CONSISTING OF (1) UTE OF 1/B" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER 1. 13/16" LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) UTES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16` LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LTTES OF 3/16' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16' LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3116' ANNEALED GLASS AND (1) UTE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB. L 13/16' LAMI IG: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ®M. 13/16' LAMI IG: (1) LITE OF 118' ANNEALED GLASS, AN AIR SPACE AND 6/16' LAW CONSISTING OF (2) UTES OF 1(8' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: 'OX' (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL- 4645, FTL -4616, FTL- 4647, FTL-4848, FTL -4849, FTL -4650, FTL-4651, FTL -4723, FTL.4957. FTL -4958 AND FTL -5063. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). are Dv are FJC 11/1398 aerate ame FJC 1/2498 a FK x/05 alrsc aw•Ys A arerer JJ. CHANGE NOTES 3 6 7. ADD NOTE 8. ADD GLASS TYPE M TO NOTE 1. BLAZING OPTIONS ADD F7L.47237O NOTE T. 2/23107 •• ••• • • • • • •• • • • • •• ••• •• • • • •• • • • • • • • • • • • 10TOTECHNOIAGMDRRE NOKOMIS. FL 342713 P.O. SOX 7829 Nom. 81.34274 ••• e • • • • • • • • NOA DRAWING MAP SHEET GENERAL NOTES............. 1 GLAZING DETAILS............ 2 DESIGN PRESSURES....... 3 VERT. SECTIONS............. 5 HORIZ. SECTIONS............ 5 PARTS LIST. .„. „.. 6 EXTRUSIONS. ....... 7 CORNER DETAIL...._7 ANCHORAGE. ....... -..—8-11 ;I veNER4 IgOZES ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better SIMS NTS e ormxe 1 • 11 4040 -20 /77/// W# Robert L Clark. P.E. PE 039712 Structural • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 80,81 or 82 Ur NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/18" NOM. 5/16" LAMINATED GLASS ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) I.,..E 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER • • 1 /8° ANNEALED OR HEAT STRENGTHENED GLASS • 5/18" LAMINATED • AIR SPACE • 1/8" ANNEALED OR HEAT STRENGTHENED GLASS • • • 13/16" NOM. 13/18" LAMI IG GLASS WI 5/16" LAMI 3116* ANNEALED OR HEAT STRENGTHENED GLASS • • • �� • L�UTIA OR DUPONT PVB INTERLAYER [1Lf AIILIM ED OR HEAT STRENGTHENED GLASS 7116" LAMINATED • •SPACE / Fi 3 gTRENGTHENED GLASS 13118" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI • • ••• • • • • • • • • • • • • • • F.K. Tiros ex 'Nod sx o•a 9143106 Retestake 8 ADO M 1e82 TOMO LAW LG. GLASS (A.AAA) &1AMIIGNOTE !mods F./C Per 124/08 wrs l A NO CHANGE THIS SKEET • an* oars a•nbdlc ea"c FJG 9/1105 J.J. =OT • • • 1070 TECHNOLOOSPORKE NOKOMIS. FL P.O. SOX 1M NOKOMIS. FL 94214 • • • • • • Visibly Better ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • Amos. • • • pLl3ZI/m D7IILS ALUM. SINGLE HUNG WINDOW, IMPACT lager IStar` Eiristasit Full 2 ••• • • • • • • • • • • • • • •• •• ••• • • 0 11 I 4040 -20 SA/7 Robert L Clark, PE. PE 539712 Structural 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION A TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 83" 88" 68" 70" 72" 74" 78" 48" A,B,M A +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 60° A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -800 +79.0 -79.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -so.o +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 531/8" A,B,M A +80.0 -80.0 +80.0 -80.0 +79.8 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 53 1/13° C,D,E,F,G,H,LJ,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION A TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 383/8" 44" BO wr sr 7r 74" 78" 48" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60° A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -78.9 +70.0 -70.0 +88.8 -88.8 +67.8 -87.6 531(8" A,43.M \ +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +138.0 48.0 +66.7 -66.7 +85.5 -65.5 UP TO 63 1/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +KO -80.0 +80.0 -80.0 +130.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS MU HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH 1 GLASS TYPE TABLE 3, WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = ir FLANGED AND 76" INTEGRAL FIN) 531/8" 1 D,E,F.J,K,L 171/8"' I 22 11/16" I 28 3/18" I 333(4" I 396/16" +80.0 1 -80.0 +80.01 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +70.0 1--70.0 4413/16" I 503/8" +70.0 1 -70.0 I +70.0 1 -70.0 5515116" +70.0 1 -70.0 GLASS TYPES: TEST REPORTS TABLE 4, A. 5/16" LAMI - (1/8"A,.090,1/8°A) F11-4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8"A,.090,1/8"HS) FI1-4647, 4848 C. 5/18" LAMI - (1/8"HS,.090,1/8'HS) FTL-4847, 4648 D. 7/16" LAMI - (3/16"A,.090, 3116°A) F11-4645, 4885 E. 7/16" LAMI - (3116"A,.090, 3/16"HS) FTL-4845 F. 7116" LAMI - (3/16"HS..090. 3116°F1S) FIL-4845 G. 13/18" LAMI I - urtis, AIR SPACE, 5/16° LAMI - (1/8"A,.090,1/8"A) FTL-4646, 4723 H. 13/16" LAMI IG - 1/8"HS, AIR SPACE. 5/18° LAMI - (1/8"A,.090,1/8"HS) FTL-4646 I. 13/16" LAMI 1G - 1/81-16, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8.HS) FT..-46413 J. 13/16" LAMI n - 1/8"1-IS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3116"A) FT-4649, 4650 K. 13/18" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3116"HS) FIL-4649, 4650, 4958 L. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3116"HS) FTL-4649•4660. • • • • • e •• M. 13/16* LAMI ID - 1/8"A, AIR SPACE, 5/16" LAMI - (1invoso, 1/8°A)4 FTL483 • -• - - - ---- - - HT, . "0" MEETING RAIL "0" MEETING RAIL "X" "0" MEETING RAIL • • • • • • • • • NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE 0P=414.0 PEW OR tOWBR AS MOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518' MINIMUM 70 38" MAXIMUM..4, • • • • • • • • MINUS SASH Ht SH RessOND ft,..a0A FJC Mazda* F.K. Rolsbas Rabb= a UPDATE TOASTM E 110042. REMOVE STD VIEW SASH HT REF. TABLE 2. REINED CUSTOM FORNATDPEL ADD PiT. FAL UPDATE TEST NOS *MD.= A ADD FTL.4723 TO MASS TYPES A AND G. pass ars FJC Dees stedisdes Dubs 2/2307 • • • • SRO TECHNOLOGY DRIVE NOKOMS. FL 3411711 • • P.O. BOX 1629 NOKOMIS. FL 34274 • • • • Visibly 13etter DAVIGNPRirStURES •aLLIM!SINd12; HUNG WINDOW, IMPACT 4040-20 serfedMslut &Imo I NTS 3 11 16. B A Robert L. OM. P.E. PE 039712 Structural • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • • ••• • SEE DLO TABLE SEE DLO TABLE (MAX) L SEE DLO TABLE SEE DLO STABLE NOTES: [.._ 481/4" MAX VENT DLO (ALL) DETAIL A 1/1 B 531/8" MAX FLANGED INIDTHA 521/8" MAX. I.F. WIDTH D 1 1 75" I.F. D HEI 38 7/16" MAX SASH HEIGHT 75" MAX. 1 75" MAX A A I.F. I.F. SEE DLO SEE DLO C...) HT TABLE I Hp TABLE HEI 76" MAX 76" MAX FLANGED I FLANGED HEI HT , HEI HT HT O j DETAIL 48 5/8" MAX FIXED DLO (ALL) O j X j [.._ 481/4" MAX VENT DLO (ALL) DETAIL A 1/1 B 531/8" MAX FLANGED INIDTHA 521/8" MAX. I.F. WIDTH D 1 1 75" I.F. D HEI 38 7/16" MAX SASH HEIGHT 75" MAX. 1 75" MAX A A I.F. I.F. SEE DLO SEE DLO C...) HT TABLE I Hp TABLE HEI 76" MAX 76" MAX FLANGED I FLANGED HEI HT , HEI HT HT O j DETAIL 75" I.F. HEI MAX HT r 7 FLAN HEIC X j A SASH HEIGHT B� DETAIL D VIEW (CUSTOM SASH) GED HT DETAIL B VIEW (STANDARD SASH) 75" MAX. I.F. HEIGHT 76" MAX FLANGED HEIGHT SEE DLO TABLE SEE DLO TABLE 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A DETAIL E RADIUS TOP (CUSTOM SASH) •• ••• • • • • • • • • • • • • •• •• ••• •• • • • • • •• • • ••• • • • SEE DLO TABLE NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 411/4" C 41 1/4" 40 7/8" D 52 5/8" 5211/16" E 521/4° 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/16° B 27 7/16° 271/8" C 27 7/16° 27 1/8" D 163/8" 15 3/4" E 16318" 153/4" TABLE 5. Derr FJC 11113436 Road* new FJC 1,24476 as°Br. FJC 911108 liekkore 8 Welker A a"dedey J.J. ADD INTEGRAL FIN (LF.) VERSION CHG. NOTE a ADD NNE 4. NO CHANGE THIS SHEET 2123107 1 • •• 1078 TECHNOLOGY DRIVE NOKOMIS. FL SR: • P.O.BOX1878 NOCOMIS. FL 34274 • • • Vitt* Better .•• Attunes • 'ALUM'SINGCE HUNG WINDOW, IMPACT NTS sr.e 4 11 ftraea.4040 -20 1 B Robert L Clark, P.E. PE 639712 Structural tural ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • •• • ••• • 2.784' INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERUNE OR OPTIONAL BOTTOM LOCKS, (1)9" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYUGHT OPENING NOTE: BALANCE PARTS USED L BASED ON SASH WEIGHT 9,10,11,15,1) MAX. FIXED LITE DAYLIGHT OPENING 2.710" OUTSIDE MAX. FIXED UTE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS As INSIDE MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING HIGH SILL HEAD JAMB OUTSIDE P9&IDUCT Kr492,D rmmnpfykg •kh the Re. Bold* Code Ategifteca No Da6e 2011 2.330" (LOW SILL) SEE NOTE ABOVE 1 2.94r (HIGH SILL) • • • •• • • • • • • •T•• • SECTION B-B (LOW SILL SHOWN) ULTRALIFT ONLY Rend* Daft Rwisker Renaet: FJC Daft 1111306 RMia B ADD LF. SECTIONS & CONSOUDATEBAL. COMPON6V1S armee FJC Dm 1/24/08 R ble ae A NO CHANGE THIS SHEET Dow* Dafa Metal PA oar F.IG I 9/1,75 J.J. T/23/07 • •• •• ULTRALIFT • • ONLY ALTERNATE.HIGH $ju. • • • • • • 1070 =mower Ave Noloases, PL3 • •• P.O. BOX 15 NOKOMIS. RL34274 • Visibly Better SECTION C-C RADIUS TOP • • (HEAD DETAIL - FLANGED VERSION) • • • • 'ALUMM6.1.E HUNG WINDOW, IMPACT eafsekkebt SH700 •aft ie.. He/f 5 a 11 "4040 -20 I B Robert L tleik. P.E. PE 839712 Swcaml ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ITEM OWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 , 8 4025 SASH STOP (EGRESS) 1125 LONG 612244 9 4029 SPIRAL BALANCE. 3/8 ", 5/8", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 C. GLASS, 5M8" LAND, (16"HS,.090 PVB,1/8"HS) #8 X.750 P14. PN. SKIS 7834M 12 E. GLASS, 7116" LAM, (16 "A.090 PV6,16"HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 , 15 I. GLASS, 13/16° LAM IQ 1/8"HS, AIR SPACE, 5/16' LAM, (1 /WHS,.090 PV8,1/8"HS) #8X1 PHILLIPS FLATHEAD S. STL 7BXIFPAX 16 1080 -1 BALANCE COVER, 11/16" BBALCVR670 17 4053 SASH STOP COVER 84053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X 12" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 40546 FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP „.170 X270 BACK, FIN SEAL 67S160 28 1096 SWEEP LATCH 71096 27 1016 #8 X.825 PH. FL. SMS 7858 28 4007 ASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP„ BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32” X25/84" X 1" 71622K 36 1052 LAMIG SETTING BLOCK I "X3/4 "X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 61P247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 40398 GLAZING BEAD, 5/16 LAM. GLASS. 64039B 42 4044B GLAZING BEAD, 5116 LAM W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7 /16" LAM 64222 45 985C GLAZING BEAD, 7 /16" LAMI WIGRILL KIT 8985 46 4087 GLAZING BEAD, 13/1 6" LAM I.G. 64067 47 4071A FRAME, LE. HEAD 64071 48 4072A FRAME, IF. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 84073 50 40748 FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (141611 SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 58 1630 SCREEN CORNER KEY WRINGS 71630 57 1631 SCREEN CORNER KEY W /OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE - .135 DVl FOAM 61624K • A A ITEM DWG# DESCRIPTION PG T# 60 1635 SCREEN SPLINE -.135 DIA HARD 61635K 61 SCREEN CLOTH 61818 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X1.000 PH, BUGLE TEK 706X1 67 GLAZING TAPE, 1/18 X1/2 - 7/16 LAM 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAND. (16!{.090 PV8,1/8"A) 81 B. GLASS, 5/16" LAND, (1/8"A,.090 PVB,16"HS) 82 C. GLASS, 5M8" LAND, (16"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAM, (1/8"A.090 PV6,1/8"A) 84 E. GLASS, 7116" LAM, (16 "A.090 PV6,16"HS) 85 F. GLASS, 7116" LAMB, (16"HS,.090 PVB,16"1-1S) 88 G. GLASS, 13/16" LAM IG;1/8"HS, AIR SPACE, 5/16" LAND. (118A.090 PVB,1/8"A) 87 H. GLASS, 13/16' LAM IG,1/8"HS, AIR SPACE, 5/18° LAM, (16 "A,.090 PVB,1/8"HS) 88 I. GLASS, 13/16° LAM IQ 1/8"HS, AIR SPACE, 5/16' LAM, (1 /WHS,.090 PV8,1/8"HS) 89 J. GLASS, 13/16" LAM IG; 1/891S, AIR SPACE, 7116" LAM, (3/16"A.090 PV8,3/16"A) 90 K. GLASS, 13/16" LAM 10;118118, AIR SPACE, 7116" LAM. (3/16"A.090 PV8,3/16'HS) 91 L. GLASS, 13/16" LAND M;16"HS, AIR SPACE, 7116" LAM, (3/16"HS,.090 PVB,3/16"HS) 92 M GLASS, 13/16" LAM IG;1/8 A AIR SPACE, 5118" LAM, (1/8"A.090 PV8,16"A) 2 1. 47 FRAME, I.F. HEAD #4071A. 6003 -T6 FRAME, .F. LOW SILL #4072A, 6083-T8 PRODUCT SEWS= ascampyGyrr&•rfluids BrkfiegCode Acaptmc Nmo DeJ'. !7?fx •• ••• • • • • • • • • •• • • •• • • • • • • • • •• ••• •• • FRAME, I.F. JAMB 49 FRAME, .F. HIGH SILL #40740, 6083 -T6 •i Zia • • #1i073A, 6063eT6 • (USED AS RADIUS TOP HEAD) Rend* Dew amble= Fie 11113106 BmdB): Dula liaokbas F.K 124379 A MD 1.F. FRAME STEW 47 46, 49 AND 50 UPGRADEITEM 21. ADD ITEM 98. CHG. DP�P DON ITEMS 7,9813 NO CHANGE THIS SHEET DaroBp RFC Dies ate* LL 223377 • • • • • 10701ECHNOLOW!WIVE NOHOAWS, FL 3r2T6• • P.0.1 19X NOKOMIS. FL 34274 • • • • Si, • • • . 11s•- � ALUM4 /1115 E HUNG WINDOW, IMPACT Visibly Better SH100 eels are NTS 6 d 11 •r•wn 4040 -20 06 / 0 R 71 obert L c aik, P.E. PE 839712 Structural • •• • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 1.383 O FLANGE FRAME HEAD #4002A, 6063-T6 E. - 2.784 .082 1 749 2.710 O FLANGE FRAME JAMB #4004,8063 -T5 (USED AS RADIUS TOP HEAD) 166 FIXED MEETING RAIL #4054A. O083HD -T6A 3.446 L .062 ►+-- 2.784 —�i / 0 FLANGE FRAME SILL #4003C.6063 -T6 )I ft. 1- -1.451 4T OSASH STOP #4025.6063 -T5 I-- 2279 it—tUL 1.707 .062 (LOW) h•-1 .738 040 OSASH STOP COVER 17 #4053, 606346 *2.326—.1 1.979 .082 QA I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAME WELD ALONG SCREW BOSS (2) SEALANT OR GASKET AT HEAD AND SILL VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION —.-I 1.166 I-- 7 .349 0 SASH SIDE RAIL #4008,6063 -T6 23 SASH 3HS-T 28 T6 SASH #4007, 6063- T5RAIL (Lo�M 2.948 69 FLANGE FRAME SILL (HIGH) #4050A,6063 -T6 .678 1.0966— {--—I T 8 GLAZING BEAD 7/16" #4222, 6063-T5 •• ••• • • • • • j•• • • • • • • • • • • 6.8 • • • • .960 • • • •• • ••. ••1,116• . .1 p.• 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 7/16" #4051A 6063 T6 #985C.6063-T5 • • • • • (USED Wl GRIL` KIT) • ,",.rep RnmItc FJC N..iel Fx Dada 11/1303 aft 1/24!66 RedlifAX Radtb= B tsmloor A ATE FRAME CORNER ASSEMBLY 7O INCLUDE 1.. AND UPGRADE1TEM21 ALLOY. NO CHANGE MB SHEET F.K aft911105 J.J. 20667 • • r 1070 NOKoAB. • P.O. BQX 1828 NOKO1MB. FL 34274 Vrstaty Bean. .678 1.096-6 ---I� 41 GLAZING BEAD, 5/16" #403913,8063 -T5 .050 use - - « 11 GLAZING BEAD, 5/16" #4044B, 6063-15 (USED W/ GRILL KIT) GLAZING BEAD, 13/16" IG #4067, 6063 -16 1EXTri(1sILLVS& FRAME CORNER DETAIL • • ALUIrSINGLE HUNG WINDOW, IMPACT PRODUCT REMO) p Ne.h6 Mei& Buldtag Code Atterasmes Ne ' late 'S'.r admeaskt Haf 1 I 7 d 11 ��4040 -20 B C Robert L Cleric. P.E. PE #30712 S0uclursi ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTTIES FOR 111 FLANGED WINDOWS TABLE 5. SUBSTRATE: WINDOW HEIGHT 28.803 34.603 40.603 46.603 52.803 58.603 64.603 76.000 $ 0 0 0 0 NO 0 ,-o�ONOr.O 0 O 0 *ONOrOcaOw1s-O�Oa C.)0 0 Cf ,-ONQNQPU 00 WINDOW WIDTH GLASS `NONO•-04V0NOPQNg TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1, 2 1 1 1 1 1 :1 1 1.2 1 111 1 1:2 1 2 2 1 1'2 1 2 2 1 2 2 1 2.2 1 2 2 1 2 2 1 2:2 1 2.2 1 2:2 1 2,2 1 2 2 1 2:2 1 2'2 1 2 2 1 2 3 1 2 2 1 3,3 A,B,M 1 1211111:21;1122.212212222, 1 1 2 1 1 11 1 1 1 :2 1 1 1.2 1 1 1,2 1 1 1'2 1 1 2:2 1 1 1 2 1 1 2 2 1 1 2.2 1 22222222:2222,2222.222222.32233 1 2 2 1 1 2;2 1 1 2 2 1 1 2 -2 1 1 2;2 1 1 2 :3 1 1 2: 2 1 1 2 2 1 1 V3 1 1 22 1 1 2;3 1 1 3 3 1 1 2:2 1 1 3 3 24.000 C,D,E,F,G, H,I,J,K,L A,B,M 1 1 2 1 1 1 1 1-2 1 1 2 1 1:2 1 112 1 2.2 1 1.2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 :2 1 2 2 1 2 2 1 2 3 1 2:2 1 2;2 1 2;3 1 2 2 1 2:3 1 3.3 1 2.2 1 3:3_ 1 4 32.000 C,D,E,F,G, H,I,J,K,L 1 1:2 1 1;2 1 2 2 1 2:3 1 1 2 1 2.2 1 2 :3 1 1 2 1 2 :3 1 2 3 1 2 2 1 2 3 1 2'3 1 2 2 1 2. 3 2 3'3 1 2 2 1 3 3 2 3 4 1 3 2 1 3.3 2 34 1 3 3 A,B,M 1 1 ' 2 1 1 2 1 2 , 2 1 2 3 1 1 ; 2 1 2 2 1 2 : 3 1 1 2 1 2:3 1 2 3 1 2 2 1 2 3 1 2.3 1 2 2 1 2,3 1 3 , 3 1 2 2 1 3.3 1 3.4 1 32 1 3 3 1 3 4 1 3 3 1 4 4 37.000 C,D,E,F,G, H, I,J, K, L 1 2.2 1 1 2 1 2.2 1 2:3 1 1.2 1 2.3 2 2 3 1 2 2 1 2 3 2 2 3 1 2:2 2 2 3 2 2 3 1 2.3 2 2.3 2 3 4 1 2.3 2 3 3 2 3,4 1 3 3 2 3.4 2 3 5 1 3 3 2 4.4 AB,M 1 2 2 1 1 2 1 2 2 1 2 3 1 1.2 1 2 3 2 2 3 1 2 2 1 2.3 2 2 3 1 2 2 2 2 3 2 2;3 1 2.3 2 2:3 2 3:4 1 2 3 2 3,3 2 3:4 1 3 3 2 3.4 2 3.5 1 3 3 2 4 4 40.000 PSF 79 C,D,E,F,G, H,I,J.K,L 2 2T2 2 1 2 2 2 2 2 2 3 2 2.2 2 2 3 2 2.3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2.4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4 4 A B,M 2 2 1 :2 2 2 2 2 2.3 2 2:2 2 2'3 2 2.3 2 2 2 2 2.3 2 2 3 2 2,3 2 2 3 2 2 4 2 2.3 2 3;3 2 34 2 2:3 2 3.4 2 3 5 2 3;3 2 3.4 2 4.5 2 3:3 2 4;4 212 � 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3' 3 2 2 4 2 2 3 2 3 3 2 3`4 2 2 3 2 3 3 2 3 4 2 2 3 2 34 2 3 ' 5 2 3, 3 2 3 4 2 4 5 2 3: 4 2 4, 5 -21-1 A,B,M 2 2 2.2 2 2; 2 2 2 3 2 2 2 2 2-.3 2 2 3 2 2: 2 2 3, 3 2 2.4 2 2.3 2 3 3 2 3 4 2 2 3 2 3: 3 2 314 2 2 3 2 3.4 2 3: 5 2 3;3 2 3.4 2 4 5 2 3 4 2 4 5 212 48,000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 -21i 2 2.2 2 2 2 2 2 3 2 2 2 2 2 :3 2 34 2 2.3 2 313 2 3:4 2 2.3 2 3.4 2 3 4 2 2.3 2 3 4 2 3 5 2 3, 3 2 3 4 3 3 5 2 3,3 2 4:a 3 4 6 2 3.4 2 5; 5 AB,M PSF 2 212 72 2 2 , 2 2 212 79 2 2:3 T9 2 2:2 2 2 : 3 2 3:4 2 2 : 3 2 3 1 3 2 3 4 2 2 3 2 3:4 2 3'4 2 21.:e 2 *4 2 031 2 333 2 314 3 2 2 x,5..3 x'415 • • • r119 3 4 6 2 3.4 2 5;5 53.125 • • • • • • ••2 C,D,E,F,G, H,I,J,K,L 2 2 -2 2 2 2 2 2 2 3 2 3 4 2 2: 3 2 3 4 , 2 3 4 2 2 3 2 3: 4 3 3:46g: 2• 3 2 3:, 4.3.5 i 3i i 3; 3 2•r :4 73• : 2 4.6'.3:4.4.5 3 4 6 2 34 3 5: 6 2 2 212 2� 3 2' 2 A B,M 2 2 2 2 2 2 2,3 2 3:4 2 2 3 2 3;4 2 3 4 2 2 3 2 3.4 3 3 :4 • 2 3 3.3;4 • s 2 • 3 3' 2 .3;3 • 2 44 3 2 4 :5 3.3 2 44 3 4 6 2 3:4 3 4,5 -2 :Ti 2 2 212 213 2;2 Ratsbs R°Mer FJG Rowder FJC O& 11/13/00 1/T RMbs B REVISE ANCHORAGE TABLE AND NOM. ADD DP MAX. WHERE ANCHOR COY RESTRICTED BY SIZE a FJC Dew AR.,Ac a NO CHANCE TINS SHEET a,..a°eRR a• II 212307 • • • TECKNOLF*4 P.O. BOX NOKOWS, FL 34274 • fl ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 U2° MAX. FROM TOP CORNERS JAMBS - 17112' MAX. FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS 6° MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS, DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAWS BELOW MTG. RAIL BE (FULL DP) HEAD JAWN ABOVE MTG. RAIL JAMB BELOW MTG. RAIL '. AN SPACING, 1/1 WINDOWS • ALUM! SINGLE HUNG WINDOWS IMPACT Visibly Better SHAY NTS 8 d 11 n.r•,rn 4040 -20 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR SUBSTRATE:„ QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR T Y P E : - - - - . . . . . 7 . - - - 1 0 V U O U 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 WINDOW GLASS M ONz -zc4V � Otz -ze NO -O NO ztM s N Z/M O -6,1§ NZ OM NZ-z WIDTH TYPE 0 0 v 0 r U U v 0 0 0 0 0 0 0 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I•J,K,L 1-1 1 . 1 1 1 2 2 2-1 2 2 2 2 2-1 2 2 2 2 2,2 2:2 2 2 2.2 2 2 2 :2 2'2 2.2 3:2 2.2 32 3 2 2-2 3 2 AAA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.1 1.1 1 1 2:2 2.1 2 2 2 :2 2 1 2:2 2:2 2;2 2'2 2;2 2:2 22 2:2 2:2 2'2 3-2 2 2_3.2 3-2 2;2 3'2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K I- 1 [1 1 1 1 1 2 2 1 • 1 2, 2 2 2 2.2 212 2 2 2.2 2 2 2.2 2.2 3 2 3.2 2.2 3 2 3 :2 212 3 2 3 2 2 2 3'2 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1 : 1 1 . 1 2 2 1.1.2.2 2:2 2;2 2 : 2 2:2 2,2 2 2 2-2 2 : 2 3.2 3:2 2 : 2 3 : 2 3 2 2,2 3 2 3 2.2.2 3:2 PSF 68 77 C,D.E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32000 H, I,J, K, L 111 1 1 111 2-2 2 2 2:2 2.3 2 2 2'2 3.3 2 2 3.3 3:3 3.2 3.3 3 3 2 2 3: 3 4 3 3.2 4 3 4 3 3.2 4 3 A,BM 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 2.2 2 2 2 2 2;3 2 2 2 2 3:3 2 2 3 3 3.3 3 2 3;3 3,3 2.2 3:3 4 3 3 2 4 3 4:3 3 2 4:3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 1T1 1 1 111 212 2 2 2'2 2 :3 2.2 2 :3 3'3 2:2 3 3 3 3 3 3 4 3 33 3 2 3,3 4 3 3'2 4 3 4.4 3.2 4 3 AB,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 1 1 111 212 2 2 2. 2 2 3 2 2.2:3 3 3 2 2 3 3 3 3 3 3 4.3 3 3 3:2 3 3 4 3 3 2 4 3 4,4 3 2 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 10 111 111 212 2 2 2.2 2.3 2 2 3.3 3,3 2: 2 3 :3 4.3 3.3 4 3 3 3 3:3 4'3 4.4 3.3 4 3 4 4 3:3 5 3 A,,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 111 1TIK111 2 2 2.2 2.3 2:2 3•3 3'3 2.2 3.3 4.3 3 :3 4.3 3:3 3 3 4 :3 4.4 3 :3 4 3 4.4 3.3 5.3 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,4J,K,- 111 1111j121222212332' 2333.42.33.34 .4334.34:43:3434'4334:344335:4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 1 1 1 1111-1-1- 212 2 2 212 3 3 2 2 3 : 3 3 4 2 : 3 3 . 3 4 : 4 3 : 3 4 3 4 4 3 3 4 3 4 . 4 3 1 3 4 3 4 4 3 1 3 5 : 4 PSF 45 74 81 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 111 - 111 -i1-1 1 212 2 2 --2-1-2-31-1 2.2 3 1 3 3.4 3(3 3 :3 4:4 3.3 4;. 4 4.4 3: 3 414 4.4 4' 3 5 4 4.4 4.3 5 4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 1 ( 1 1j1 1j1 212 2 ' 2 212 313 2,:2 3 : 3 34 33 3:3 4!4.5,•3 $. 434 3 :3. $;.4 4 • ' 4 . 3 6 5 •4 4 4 4'3 5,4 PSF 41 67 46 67 76 79 • • • • • • • • • • • C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2r 3• .3 ' 2• •3 3 2 3 53.125 H,4J,K,L 1r1 111 111 2T2 2 2111 3j•3 3:3 3'13 4.4 3: 3 .44 44' ll 3 Z4'4.4;3 it-4 8 5 4 3 5:4 5.5 4 3 5:4 A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 111 Ti 1 111 212- 2.2 212 313 3 ; 3 3,3 4.4 3 :3 4 4 4:4 3.34;4 4.14•$;3 4.4 5:4 ti 3 544 514 4 3 5,4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2' MAX. FROM TOP CORNERS JAMBS - 17112' MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE IMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL PRADUCTREV48IED as crmp4'I•i •I6 go PIM U Opik Amps= He (FULL DP) HEAD 2 JAMB ABOVE 2 : 2 MTG. RAIL JAMB BELOW„ S MTG. RAIL Data FJG 11113/06 9 7 • ,,`.i •rN, .tea 4T. '' ADD GP QTY RES7RICTED BYSIZE EX MOTS A NO CHANGE THIS SHEET L1emBy. F.K Dux Dwedax J1 2/7.07 • • • • • • 1070 NOIWabB, F141�4•274 P.O.BOX1® MOMS. FL34274 • • • TrwoyvrV• • V[11b& &ttel •eeminaa • AWC • IQ • E;SPACING, STANDARD VIEW •T ALUM'SINGLE HUNG WINDOW, IMPACT emra I eu.e NTS1 9 a 11 StedesSiziot SHT00 4040 -20 B ‘/C.7 Robert L C7mic, P.E. PE #38712 Structural ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • • • • ••• ANCHOR QUANTITIES SUBSTRATE: � ANCHOR TYPE: " ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17. 125 22. 688 28211 33 .754 39296 44.839 50.382 55.925 o "QC) t o NO V U — Z2ONO 0 o 5 o 0 o — ZNO 0 o ONO 0 0 0 ,ON8.6-8 0 0 5 0 U 0 U 0 ONO S 0 0 0 — ZNONO 0 1 3 0 0 0 -Z2 0 0 0 NZ 0 0 'ZN 0 0 0 NZ 0 0 lZ 0 WINDOW WIDTH GLASS TYPE 19125 D,E,F,J, KL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.0 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 KL 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 D,EFJ, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32.000 KL 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 2 3 PSF 4 1 3:1 3 4• `3� 4!_ 79 5 1 3 4 48.000 63 72 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 KL 1 1 1 2 2 2 3 2 3 3 3_ 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 79 79 79 40.000 0,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KL 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 PSF 79 78 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KL 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 KL 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 KL 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 SUBSTRATE ANCHOR TYPE ° S " �z`f 8*88J ° N"ate*N ° —2c° c" ° u"-8a znO Nz 8 -M° dag z 8`l o8.2-2.1 8 8 -g N8 �2 WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 r 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 1 2 2 2 2 3 1 2 1 3 3 1 2 1 3 3 [3 1 I 1 3 4 1 3 4 13 14 44.000 68 78 • ••• • . . • ■ . • •1 4• . • • 2 1 2 1 2 2 2 2 3 2 3 3 1 3 1 3 4 1 3:1 3 4• `3� 4!_ (� i5 let 5 1 3 4 48.000 63 72 79 • • • • • •I•i • • • • 2 2 1 2 2 2 2 3 2 13 4 1 3 13 4 1 3.114 •'4' 13'T 405131'8 5 1 3 1 4 53.125 73 58 66 2 2 1 2 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 _ 5 1 3 j 5 5 13 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 - 912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 181/2' MAX. FROM CORNERS JAMBS - 17112" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6' MAX. BELOW MTG. RAIL 15' MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 125/8' MIN. TO 38' MAX. p. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 8. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAn. 112 2 2 2 4 A TABLE 8. KEY: MAX PSF (DP LWIITED) 112 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 2 FJL rams FJC than 11/13/06 Dims 1/24!06 itotatons 8 A IIDEVIDS MAX WHERETN19 QTY1SRES7WCTEDBYSIZE NO CHANGE TH1S SHEET F.K Data anew er JJ. Dee • • • • • • 1ma7 91OLO ivacoros, 4 P.O. Par i529 Nacoees. FL34274 Viably Better IANCNQP`SPACING, CUSTOM VIEW •ALUMAII431 EHUNG WINDOW, IMPACT Seketede so NTS Erort 10 d 11 4040 -20 Rat B L Clark P.E. PE 639712 Structural ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) ANOR 3.35 KSI MIN. CONCRETE (SEE NOTES 1 HC ® 2x WOOD BUCK ®(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) y 13/8' MIN.,114" TALON® -' .13/4" MIN.. 1/4' CRETE -FLEX WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE As 11/4° 1/4' MAX SHIM i t • {I •IN.° • "IN 1/4" MAX SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® 13/8' MIN. A 1/4" MAX SHIM 1318' 11 a ® NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4'. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED. MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1!2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/Y THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPUCATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS, 7. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETINGA RAIL (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR 2x WOOD BUCK (SEE NOTE 4) A, DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4° MAX —.- SHIM .131' DIA. MIN. x 212" NAIL, AT CORNERS AND 5" O.C. WOOD FRAME 1/4' MAX SHIM DETAIL F, (HEAD) take amp 11/1338 Royalty: FJC Rextbow B WOOD FRAME .131° DIX MIN. x 212" NAIL, AT CORNERS AND 5' O.C. a.. OOD FRAME .131 "DIAaANN.••• • • • • • +If;I 1l►ll AT CORKERS • • • AND 5° 0.01 •• ••• •• • • • •• DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE A . ... • • • • ,�„¢ •ANCPIWAVE:DETAILS D6N `ALUM.AutN3i.7 HUNG WINDOW, IMPACT ADD 1NIEGRAL RN ANCHORAGE, UPDATE 8 REORDER ADDNOTE87. UPDATECONC FMBEOINStT umr 1/24/08 FJC W1/05 ClamkatIM J.J. ADD NOTE S RE RAT H69D ANCHORS. y 7!23+0% • • Imo1Ea47O1.O YD NE P.O. WC 16e NOXOARS. FL 34274 II • • • vtdbty Better • • • • secx•Pb•ixaltille Ike* Baktiognitte Artpuc N # '!1_. • BNatt 41 whrftee 811700 1 NTS 11 or 11 t• 4040 -20 B 07 L Clark P.E. 001 • • • • ••• • • • • • • • • • • • • • •.. • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION fi/st MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAOLER BUILDING 140 WESTFLAGLER STREET, sura 1603 MIAMI, FLORIDA 33130 -1563 (305)375-2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) yrww.buldingeodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHD (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 perform in the accepted manner, the manufacturer will incur the expense of such testing avd the -nay immediately revoke, modify, or suspend the use of such product or material within thek jytis+ ction. . • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Coot& hoduet'rgftrQ1 • Division that this product or material fails to meet the requirements of the applicable bni144,4pde. • This product is approved as described herein, and has been designed to comply with the lilogisla Building.. • • • Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series PW -701 Aluminum Fixed Window — L.M.L • • APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Wmdowaipt", sheets 1r • • through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision "B", dated 4107,054W and.... • sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp wittl4b. • • • Notice of Acceptance number and expiration date by the Miami Dade County Product Cgnlalpivisioi.. • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • ••••• • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA ADVERTISEMENT: me 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 # 03- 1105.01 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. NOA No. 07-0418.06 Expiration Date: February 19,2009 Approval Date: June 21, 2007 Page 1 PGT Industries ,NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision `B ", dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of alum. fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 1105.01) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per.FBC. TAS 202 ; q4• 3) Water Resistance Test, per FBC, TAS 202 -94' • •' 1' • ••• 4) Large Missile Impact Test per FBC, TAS 20144 • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS209 -94 • along with marked up drawings and installation diagram of an a AM= pict]t e • • . window, prepared by Fenestration Testing Laboratory, Inc., Test ReFOrt No. FY's' 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. •••••• ; (Submitted under previous NOA #03- 1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyiiig with. F(094 4 prepared by manufacturer, dated 4/13/07, signed and sealed by Robert L. C1ark,•P E. Complies with ASTM E1300 -02 • • • • • • • •••• D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.L DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Sailor / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 Manuel P ' .E. Product Control :1771, r NOA No. 07-0418.06 Expiration Date: February 19, 2009 Approval Date: June 21, 2007 .• • • • • • .' • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. G. Uinta 1. Notice of Acceptance No. 03- 1105.01, issued to PGT Industries for their Series "PW- 701" Aluminum Picture Window -LW, approved on 02/19 /04 and expiring on 02/19/09. •••. • •••• • • • • •• • • • • • • • • •• • • • • • • • Manuel P �.. Product Control E NOA No. 07 177706 Expiration Date: February 19.2009 Approval Date: Jane 21, 2007 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7116° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) UTE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) UTE OF 3/16" HEAT STRENGTHENED GLASS, A 7116° AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) Qe A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, r� INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL-3850 ELCO TEXTRON NOA. 04-0721.01, 03-0225.05 ANSI/AF &PA NDS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT , EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Herod ay Read Br FK 414107 8 NON 2 TO REF. AVM T� NOTES D REFERENCES O B NOTE 7 Fear FJC 12/16479 A REDUCE ANCHOR SPACING um. sp F.1( •111. 114/03 Checked EN VOX •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • • • • • •••--11P • �•,_,••,• 107O�tri �RNVE 19, R P.O. BQX 1539 NoKOM79, FL 34274 ••• •'- •0• • • • • • • •• • • • • • • • 11:3H—I Visibly Better • • • • r amp • 'sIO EIS & TABLE OF CONTENTS ,1*, • ALUMINUM PICTURE WINDOW, IMPACT sexenm° PVY- -701 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NTSI 1 d 12 { � 4259 -4 11 Robert L Gunk, P.E. PE 439712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16• HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT — STRENGTHENED GLASS 430O OUTSIDE F� 11/16" NOM i GLASS BITE R 21 OR J� m 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) Rax es FX. f brake: NO CHANGE THIS SHEET sow rIF F.K 12H5U3 A NO CHANGE THIS SHEET omeneF F.K 71403 Chested Br 1 1/16' LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR •• SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT +— STRENGTHENED GLASS PRODUCT REVISED ascom$l9Di with the IWOa Blablea Code Date - ;TIM •. •.• • • • • • • . .. • • • • •' �.. '1'1/1.6" LAMI I.G. GLAZING DETAIL • "' °" FtRIdQEt3 OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) .. • • • . • • •. .• � nrol'ba9s. Ft �7ti'brsia�E P.O. SOX 16 NOKOMIS, FL 34274 ••• • • . • • • • • • • • • • • • • • 0.4440: . r-LZ4 • ZQVG DETAILS -' ALUR4INUM PICTURE WINDOW, IMPACT Visibly Better • ••• • PIN-701 18741 d 12 lan.eaur. 4259-4 • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • .. •• ••• • • • ••• • • B Robert L Clink. P.E. PE 039712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60° DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.83 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96° X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48° OR MAX. AREA = 25.13 SQ. FT. NOTE: A EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 98" MAX. ELLIPTICAL MAX. SIZE = 96° X 47° OR MAX AREA = 31.99 SQ. FT. 1 48" MAX. s 44114° MAX. DLO �+ • 92 U411MAX•DLO — . —s-1•. • • • • • • • • • '' RECTANGLE : •: •. "MAX. SIZE 96'• • • • OR MAX AREA = 32.00 SQ. FT. • • • • • • • FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. : • • • • Rawl BF F.K FX annex F.K • • • • • • • • ARCH. MAX. SIZE = 48° X 96° OR MAX. AREA = 3028 SQ. FT. TRAPEZOID MAX. SIZE = 48° X 96" OR MAX AREA = 31.99 SQ. FT. PRODUCT REVISED cemptylog •ab lee Florida Balding Cods Expiation Dia N• :FLED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Robed L. Cwt. P.E. PE 439712 SWcBBBt • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEXAGON FULL CIRCLE MAX SIZE = 60° BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA =19.63 SQ. FT. C OCTAGON MAX SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX SIZE =68 "X68" OR MAX AREA = 25.22 SQ. FT. FAN MAX SIZE = 96° X 47" OR MAX AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX AREA = 25.13 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. • • EYEBROW MAX. SIZE = 96" X 48" OR MAX AREA = 31.99 SQ. FT. 981/4° FRAME O.D. �+ 96" MAX Ate_ 50 1/4" FRAME 0 D. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 45 1/4" MAX DLO 93114° MAX DLO ....... . • • .. •• OOOOOO •▪ REGTARG :•: '. • M'A)4Ske=48" '°: : ••• OR MAX AREA = 32.00 SQ. FT. ... • amdar Roodar FJC Amm FIG 4!467 aetra 12,1&U3 ReallbsSi fkallskraN tibr°bva A ADD FRAME O.D. OI SYS1ONSANDUPDATEANCHORAGENOTE NO CHANGE 7HJS SHEET Fit ante 7/14LD3 ammo ell Dow . . . . uno . . Halms. a P.O. BOX 15 NOKOMIS FL $4274 • • MAX SIZE = 48 "X96° OR MAX AREA = 3028 SQ. FT. TRAPEZOID MAX SIZE = 48" X 96° OR MAX AREA = 31.99 SQ. FT. • • A. • • • •IoRAL FIN ELEVATIONS • • • • • • •. Vita&y Better 'ALUIDINUM PICTURE WINDOW, IMPACT 4 PV•761 NTS 1 4 of 12 Mery 43. 4259 -4 I B os� Robert L Clerk P.E. PE #39712 Bkeobtrel ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • It • ••• • • TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/161-IS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW "X" DIM. 49.000 GLASS TYPE Flt -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 r -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 I A,B,C,D AREA +80.0 I -80.0 10.79 SQ.FT. 60.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 12.87 SQ.FT. +80,0 I -80.0 +80.0 J -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 14.95 SQ.FT. +9.0 1 -80.0 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 65.500 A,B,C,D +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 6 A,B,C,D AREA +80.0 I -80.0 14.05 SQ.FT. +80.0 I -80.0 +80.0 f -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 I A 11 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 76.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 I A B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -800 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ. FT. 24.00 SQ.FT. 27.34 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 28.26 SQ.FT. +63.9 29.17 SQ.FT. -63.9 +62.4 -62.4 C +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 98.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 28.33 SQ.Fj... • • • •3040 SQF •• 31.00 SQ.FT. 32.00 SQ.FT. . • • • • • • • • • NOTES: ® S • • • 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF•/� S.Q. hT. U01Pr IniTA'BLE 0 2. ALL SHAPES LESS THAN THE MAXIMUM SUE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. • • • • • • • • . • . . . i • t . . RandBr Dar Read RR FCC eraelee RIC bmaBr F.K. 4/4/07 bate 12HSR3 leentricree Revisions B Re,Nb e A UPDATE DESIGN PRESSURES PER ASTM 5 1300-02 AND NOTES. CLEAN UP TABLE 1 DESCRIPTION AND HEADINGS CHANGE NOTE 1 ANCHORING WITH 012 SCREWS ewe 7/1413 tee: Mee •••• 1070 PA� NORMS. FL 34274 • • • • • 1PoPil •41T19 Valbty Better •I IN&ED UNIT DESIGN PRESSURES 'ALUNNUM PICTURE WINDOW, IMPACT Beekolkdet PW-701 NTSI 5 m 12 'd�ae 4259 -4 I B y Rabat I- park P.E. PE 039712 Structural ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3116"A, .090, 3116HS) B. 7/16" LAMINATED GLASS (3116"HS, .090, 3/16HS) C. 1 1/16" LAMI L.G., 3/16HS, 7/16" SPACE, 7116" LAMI (3/18A, .090, 3/16" 11S) D. 1 1/16" LAMI L.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/1611S, .090, 3/16" HS) WINDOW "X' DIM. GLASS TYPE 49.000 A,B,C,D +80.0 AREA 54.500 ( A,B,C,D AREA 60.000 ) A,B,C,D +80.0 AREA 65.500 A,B,C,D +80.0 AREA 71.000 A,B,C,D AREA A +80.0 B,C,D +80.0 AREA A +80.0 B,C,D +80.0 AREA A +80.0 87.500 C +80.0 13,0 +80.0 AREA A +80.0 93.000 C +80.0 8,D +80.0 AREA A +80.0 96.000 C +80.0 B,D +80.0 AREA 28.500 -80.0 34.000 F L -3835 FiL -3835 FTL-3850 F L3850 WINDOW "Y" DIMENSION 39.500 45.000 48.500 48.000 +80.0 ( -80 0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. +80.0 I -80.0 10.79 SQ.FT: -80.0 +80.0 -80.0 +80.0 -80.0 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. +80.0 -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 -80.0 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SO-FT. 19.38 SQ.FT. 20.00 SQ.FT. 76.500 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 12.96 SQ.Ff. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. +80.0 I -80.0 14.05 SQ.FT. 82.000 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. -80.0 +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 15.14 SQ.FT. 18.06 SQ.F-T. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. , 25.50 SQ.FT. -80.0 +80.0 -80.0 +80.0 16.23 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -80.0 +80.0 -74.5 +73.1 -80.0 +80.0 -73.1 +71.8 -80.0 +80.0 -71.8 -80.0 19.36 SQ.FT. ' 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -80.0 +80.0 -79.1 +77.3 -80.0 +80.0 -77.3 +75.8 -80.0 +80.0 -75.8 -80.0 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -85.5 +63.9 -63.9 +82.4 -82.4 -80.0 ' +80.0 18,41 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -80.0 +80.0 -80.0 +80.0 21.96 SQ.FT. 25.51 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.9 -80.0 +80.0 .80.0 +60.0 -72.2 +70.5 -80.0 +80.0 -70.5 -80.0 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. -71.9 +63.0 -80.0 +71.2 -80.0 +80.0 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQsFT •1. • • • • • • • NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET4 ARE QUALIFIED TO THE PRESSUFSIDFM stets:. ow, IMf4▪ 4.I; ▪ • 2. ALL SHAPES LESS THAN THE MAXIMUM S12E, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10 IN •STALL ATION WITH OTHER FASTENER TYPES ARE THROUGH THE • FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. • • • • • • • • • • • ffseigtOr omx Reatearg 5 • • • • • • • • • • 1070 •iedT {G�?AL FIN UNIT DESIGN PRESSURES Nr ic,t i Ufl�1NUM PICTURE WINDOW, IMPACT P.O. BQX 1528 NOKON89. FL $4274 visibly Better -63.0 +61.5 -71.2 +69.5 -80.0 +80.0 -61.5 +60.0 -69.5 +67.8 -80.0 +80.0 PRODUCT Revd as azsplying with lIenRYB deldiage.ode AseepfaaoeNo albs G -. -60.0 -67.8 -80.0 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. taea 4!4/07 O,nr 12/15!0,9 /14/03 itemisionte 8 A tx„a"aeA UPDATE DESIGN PR SSURESPERASIME 1300-02ANO NOTES. CLEAN UP TABLE2 DEE BCRIPT/ONAND HEADINGS. CHANGE NOTE 1 ANCHORING WITH 812 SCREWS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NTS( 6 d 12 4259-4 L////,,�'` " Wr7 Robed L. Clerk, P.E. PE 712 Strtaal MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) 0 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y Render lama* FJC FJC (FLANGE FRAME) MAX. WINDOW HEIGHT 0 0 0 MAX DAYLIGHT OPENING ALONG ENTIRE JOINT KEYED CORNER ASS'Y ALONG ENTIRE JOINT. • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• WELDED CORNER ASS'Y (FLANGEEFRAME)•.. 414107 12/16103 8 A NO CHANGE THNSHEET NO CHANGE THIS SHEET 04/010 0dee 8..10 1 7/14/09 per • • • • • • • • • • • fo70TEa (DRIVE MMES. F•42Th P.O. 89X 1579 NOKOMIS, FL 34274 • • • ▪ a PRODUCT REVISED 277. Pr01021.02001 VERTICAL SECTION (FLANGE FRAME) • • • • 111,T Vrsiby Berne. 6 TIIONS & CORNER ASS'Y, FLANGED ALLJMINUM PICTURE WINDOW, IMPACT amp PW.701 1 HALF 7 ▪ • d 12 lusyec 4259-4 1// Robert L Pe+k P.E. PE*39T12 Strucbind ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.784° OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) i ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE •• ••• • • • • • •• JOINT • • • • • • • • • •• ••• •• • • • •• WELDED CORNER ASS'Y (INTEGRAI.F•INERAI) .•. Ne,.49p Rased lEly: FJG Dabs 414107 Rofsteas Ram 0 NO CHANGE THIS SHEET Rend Elp F.K Oda 12115103 /bdetmx A NO CHANGE THIS SHIFT oX971 F.K 77114103 tsmdm°Bp Ores • • • • • • • • • • • • • • 10700ECHNOLO 3WS �E NOKOBAS. FL 34273 P.O. BOX 1329 NOKONG R.34274 V.sibly Better ••• • • • ••• • s �— 2.784° m 0 MAX DAYLIGHT OPENING VERTICAL SECTION ••• •'• (INTEGRAL FIN FRAME) �� •�= NS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT � a• • • • snf.uaat Pen 8 a 12 4259-4 • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 716" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16° HEAT STRENGTHENED 18 1 1/16° LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB ) NTERLAYER - 3/18" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM STRENGTHENED .970" —1 .975" ITEM 10, 2.784" PVB INTERLAYER - 3/16" HEAT 1 1.875" .346° .975" 1 t-- .062" • • • • • • • • ITEMkk1, •• • • • .050" 2.500" ITEM 1 INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G."GL ASS BEAD • MAIL: 6063 -T5 DWG 140.4%54 • • • • MAIL: 6063 -T5 DWG NO. 4255 ••• • • • j • •• ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 rimer Data FJC FJC 4/4V7 Vabr 12115/03 S Reelans A NO CHANGE DOS SHEET NO CHANGE THIS SHEET Dm ep F.K 7/14/03 azae4er • • • • P.O. BOX 1578 NOKOMIS fl 34774 • • • • • Visibly Better • • I Rt SION PROFILES & PARTS LIST • ALUA4INUM PICTURE WINDOW, IMPACT rw�7af 1 HALF' 9 Q 12 I �� 4259-4 1 B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .131 "DIAMN. x 21/2° NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. I- SHIM T CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX, r SHIM • " SEE NOTE 1 FOR :;'.:' " EMBEDMENT • WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. AS,EMBEDMENT A 3.5 KSl MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) I- MAX 1 SHIM T WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. A EMBEDMENT INTEGRAL FIN DETAIL B (S WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. I SHIM SEE NOTE 1 FOR ; ® EMBEDMENT'. : : • .: a..• t 1x WOOD BUCK •. (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KM MIN. CMU A NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 13/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 13/4" MIN. OR 1/4° SS4 CRETE -FLEX EMBEDDED 1 314" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4° SS4 CRETE-FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2", 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SnemD oortavy wool) BUCKKDEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS T4 BE ENGI G 6I1 SY t)T IE1S OR AS APPROVED BY AUTHORITY HAVING • •• • • • • ••• • JURISDICTION. • • • • • • • • P 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MIMIQIUMsiRENNrFH OF 8083'T5DAND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSMS,Alp ANCI;OR/AU SPAAIW'G t013 TAPCONS MAY BE USED. • • • • Row, OF Detta Revtakkar a.°aeF FX Mos ".wtnn B REVISE RNDUPII47E ANCHORAGE PER CURREWrFBC Ansel* FJC Win 12/18@3 Rsotsmro: CHANGE NOTE 1 AND PASTEARR SPACING Corner. F.IC Oete 7/14103 f#7�lrtW$, L 4278 VE MO!lbMf9, ft�74422T788 P.O. 8QX 1629 NOKOM1S, R 34274 ••• • 1� • • e • Vtdbly Better • lNrhIpRAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT a"".v em, NTS Moor 10 a 12 Paate 4259.4 B r/j. L Clerk P.E. PE #39712 Samurai • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "X' DIM. 0 U a. Q I- > WINDOW 'Y' DIMENSION 15.0' 20.0" 25.0' 28.5* 30.0' 34.0' 39.5' 45.0° 46.5" I 48.0" 1 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. . 2. 4. 1. 2. 4. . 2. 4. 1. 2. 4. . 2. 4. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X V X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0' O.C. m e�i N or o CO e- O r m N`3 r 0 r \ CO e3 r err •- m CO Pi r w CO Pi. rrr"rrr -e�+ CO .- m .- CO Ps; m i3 w •D r m "e� wr CO m a RS� VA CO re- CO rt�e- r CO rrre- 03 M. V -R3rd3 CO rrr. V �o 0 -re- CO R3NeaN 0 e- r CO N•- a- N 54.5' O.C.'3 m O esi �" CO a3 O r 0 CO aI O r N e- e- OD as 0 r d. r m a O r w m a3.- O r P m a3 O ^83, m O O 0 t2V2Sr-g w 0.,s0 0 to e- 0 O w a O `inn- m O e- r m inPar99 o vV e- ye m O vv Do r O e- ye �.1 e- e- co,. O edaiNIDOd m O r m O 60.0" O.C.r ""r°r �V Cl- r'- m rwr7- r"- r�r CO FsraYrg0�rr0 CO 0 w 0 m at w CO w . °:°'-N'-a3"0rrr°64 CO w.- t CO s- s CO w 65.5' O.C. a Pa O N r �" et a 0 o a c�3 0 e- VV r 4 a e�3 0 r .p .. m a ai 0 w a afro- 0 a 0 a ae 0 -t�1g a0a0a00 0 e- w Ps.,- 0 w 0 g5- w m a 0 .- ate„ c* 0 P5. 0 m - r e- avva�tm 0.- s- 0 e- e- e- 5cvaNa3P e0 r a 0 r r v 0 71.0' 0.C. m de .,?1, r N P. 0 a`ir r o CO , e'-- •- al '- :D . v V e- CO 0 �3 t w 0 e2r�� r 0 r ID r *" OD Is O) 0 Pi w 0 °Pi - m CO 00 �5� w 0 OD CO w ^�3r CO .- r m w� w r m "•-?3 0) iV .- 0 v m fie'nevas�i::d .- w N 0 m CO e- m w 76.5' O.C. a t�3 O h a t�3 0 o a, Pi O r NP Pi O OD O w 0.- O 0e-0� O 0 P �m w ai w° 0m0mae e�9 w 8i r CO w -0s-� 0 r w �s-0Ngs-a e- w T r • . co r .- w N a 0 ° N et e- w r 82.0' 0.C. co 7- t. 0 0 r r m s < P m 0 _ w e- r CO qr. 0 TrOPn-F3 ' mm C3) c- OD °ee CO .4. 0) e-- CO r ° -e`3•- aVmN me - -Pmrm - srV -t3r ,0v sr 0 -r .-- a m r 87.5° O.C. CO ' r vv n eO as r o CO a� r l`1 e- 0` as e- e_ m CO a3 r w 0 i O p CO e- - 0 O CD fi w CO a't w CO "' r CD a3 0)0(0 m "'3r CO 0 0 Is CO .- 0 r 0 n w e. 0 Ce to.-F2.-cos-co N CO 0 CD eD ---.: . r 0 F. rte 0 co s 93.0' O.C. m a3 .r-. e`' m I`3 r O m ai r v r m at r a m co as r ve w `D .-ee. ° P co • e- e-P m r Tw0a30e co w co co w° `D -ewe- 0 w 03 r g- wee - p` e- m �e� e- m r w� .- . m e":V m °rD+r O 98.0' O.C. r"" �`' r ° r r r +1... co r w L ° a- T r r-'-'- L" 0 m as w m a3 w r m Pi W° V r m m a3 it 0) CO V ° ='�' CO w ■ n ao V, `" ° V tee n � CO � 0 n CO r V ° r m P: CO eN NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: •• ••• • • • • • •• MAX. ON- CENTER (O.C.) "X' AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/$' O.C. COlCfvt SjlBtff MAX. 81/2' FROM CORNERS • • • • • •• ••• •• • • • •• 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR "Y" DIM. 1 'X' DIM. -1 FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERLgy1 Rj CIRCI RgAQE, NOI CF,ebyNG 81/2' FROM ANY CORNER. ANCHOR TYPES: 1. #12 STEEL SCREW (05) 2. #14 STEEL SCREW (35) 3.1/4 ELCO TAPCON 4.1/4' ELCO SS4 CRETEFLEX 5.5/18' ELCO TAPCON MIODUCCREVISISf •ifteiteeigt Amep allo •. • .: % b V9 Date ya200: ./ . e' Product li FX negating 414177 thee Regskrie Ameba NEW SHEET ae"ang Flt � 4/03 OW0 Or •••• 7676* 40.004DRV W E WOWS. 7634273 P.O. BOX 1(0 NOKOMIS, F7.34274 ••• • • • • • Visibly Better FORAGE, WOOD SUBSTRATE ALLf/IINUM PICTURE WINDOW, IMPACT smoker PW-7O1 soon NTS 11 ga 12 OmwOw 4259 -3 B //A �47 Clark. P.E. PE 839712 Structural • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: WIND. °' z w UZ a ¢ I > WINDOW "Y" DIMENSION 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (05) 3 114" ELCO TAPCON 4.1/4° ELCO SS4 CRETEFLEX 5.5/18"ELCOTAPCON 15.8" 20.0` 25.0" 28.5" 30.0° 34.0" 39.5° 45.0° 48.5" 48.0" 3.,4.,5 3.,4.,5 3. 4.,5. 3. 4.,5. 3. 4.,5. 3. 4. 5. 3. 4. " 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. DIM. X Y X Y X Y X Y X Y X Y X Y V Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0° O.C. m r /` m ds o to of NON CO Nvgosta T rwm'!mw r T P T w w �� w .. T w . `3 r •T^ m `3 r ... ooco r= nwrwr 8 `� omoo.pm 8 8 aor°°r CO a3 r .- mmmVrmNm,l.m az 0. `co (+� < cat P �3 e-<0. rc T c,„ `�? Cat .- ` r r 54.5° O.C. m, to O N n m to o o CO 8 O m CO OT N cu CO us O .. r m CO v 0 .4. ,- m N '`- m w m 0 O w N m �- P CO 03 O '; m "1a- O m m �g CO m �?% O m• w es O m'm A- w r �, .i. P` m m +44 O r m us O P, ;`- n m re, m m +'A O< V•1 m 0 N .-- m ,F n .a. P • n m t i 0 N m to O ot 80.8' O.C. r n r° m `a m m r= c‘c CO w a m N• .` m w w w m r r P m m t�1 w r O `3r w r m (� w o P m ' w .,- r T 03 n o �D rlj CO 1�1� On iV. •` Z.": r N T s m n o a r n �o 7S w r r r 85.5' O.C. 3 o n A o o a o o ai o T r o m .ra o o • tE m m 07 a pS o 03 m T - n ee3 a o T7 e a O ' cooaoaom P 0. w as o w 8 o w t a T o 7 a e- a 0 m c o V rs o 01.. T r a 7l o V h V m �a � 0 a � .- 1 Of T 71.0" O.C. to ai r r n to T � P o ago n CA N CO m ePs .r N T r m N m `. '' CO to r r d CO m � co w o tt3 T r w m 1~ CO T<- .- m T T P co PS r T n � w n w CD (STS C' (0 a- ems- .- 5 co 5 m r m n w T .- m r r, aT- 5 m °° M1- °' ,� o rJ " - aP- a te m Y t- '` n CO w r o' r, r 78.5" O.C. ...sr AP o N n a di o o 0 N o aiPP,eaP� o N w m o m m co" V' a w�< CO m -a. a o -' a o = m d3Fta5aa3: n CO w a o m< w o m w N o a P m ` P- w eaP: O V. m m .1' m w V •- A o N . - T N '".-P( torso) V ` a a " 82.0' O.C. m ,- T Is* CO •= .- O e m< o �_£ T r ag e7, CO T m< o .- at T CO NY ei CO w; m _ T w o Ps n T m T T CO Z T T - T n m g° w m ca w m P r maoa N CO n' m T m o .- m .- T T a3ma m as m eti CO ,r CO `LP"mav .. .- r n co T n ea m r CO zz P T T T 87.5° O.C. ui S r (- m w r o 72 A N P m �a u3 r N r m r� m a m r .d '- m o l: m w so pN. w o `w n r .- CO 0 T P3 93 r m m m w CD car 0 CO t�s w E r o a4 W o �s m ,a. `' ce m w P Pi LO r m m m CO w VI T m 'n .N"' N T m 03 'as- a. n' Co t� m 't m 'a r 93.0" O.C. CO ' T N n CO T o tEl T N m CC?, '`'wT T N (Ni ' m ui T . • -•=w_w m m m u5 T o n T .- r0 P .- .- us T P�cc a m m w L2 O m co w to T m as w g$ -•'wr m .- us : `-e'iaw`' T m O m m N T CO T N a'�- _P3Pw T m (O ao r` s us _ T F PRODUCT REVISED pC Ia`vg6 the Raids ..- .a.ncod. Aa!Paowros Pi ,.! �,±rz�zpU9 98.V IMO /� O.L. r P n r co Ps w fV T m !N' r m< I� m r m r z T as m it m w r w m z�T,. n lT'^ N T ° r f- N T m m 5 w �{ T o m Fs w r m 5 w LD v T m ! mom lei w P N." r 0 CO m m �. m r r N T r m. 43 *0 P N m ■\. o r r r sr„iil, ,, , NOTES: T ,.,, ,:.I 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: „Y„ MAX. ON- CENTER (0.C.) 'X" AND °Y" DIMENSION FROM TABLE 4 (MIN. 21/8# &C. ( NZC$T S1015;1 474 • • • DIM. MAX. 81/2° FROM CORNERS •• •• •• • • ••• •• • 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTh? GU • • • • • • • i------- "X° DIM. --I FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OE CIRCUMFERENCE. NOT XCEEBING 81/2" FROM ANY CORNER. • • . • a • •- • • Rand Br bar 1 • • • is $E (S 78 P.O. BOX 1518 N!X(0, WS, FL 94274 EIGAIIIO. • H ®RAGE, CONCRETE SUBSTRATE >:�ex F.K. 414/87 , B NEW SHEET U MINUM PICTURE WINDOW. IMPACT L Clerk P.E. gamier m•,°Blc PK bale Wee 7 /14/03 Fmk= ob.�eaB a"B° 1 Viably Better a°senae PN-701 1NTS asc 12 a 12 1 ctato . 4259 -3 rsz PE X112 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DY4DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, I1. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building cgiclee 11111 ,e/f 4/iffre MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com including the High Velocity Hurricane Zone. • • •• ' • • • •' • • DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sideiites •' : • •• • APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidali tat.npact ", sheq,ts lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, iigied and seaiedby. Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with,tlie•Notice of • • • Acceptance number and approval date by the Miami -Dade County Product Control Divisioa. • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant / • • • • • • Limitation: • • •••• 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO Ind pi XO. '11e •losuer design pressure from X, XX doors or 0 (sidelite) shall control. • • • • • • • 2. Egress operable doors must comply with min clear width per FBC, as applicable. •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07 -0629.10 Expiration Date: October 18, 2012 f/ Approval Date: October 18,2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets 'through 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS • • • • 1. Anchor verification and comparative analysis dated 06 -21-07 andlast tevised dYf •. • 09/25/07, prepared by PGT, signed and sealed by Robert L. C1ark•,V.E. • • • • • • • 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. • .... • • .... • .••. • • .. • • • • • • .•. • • • • • • Notice of Acceptance No. 05- 1208.02 issued to "Ed. DuPont Deuenic rs" fof,,,, • "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/104.'••° : • • • 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Intertayer• • for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 15.6 .01 1. cia. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8° LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) UTE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.485% CONSISTING OF (1) LITE OF 3118° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16 HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: IA XO, OX, XXO, QXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05. ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE UTE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE t OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1, SHT. 2. REFER TO TABLE Z SHT. 2 FOR DOOR TO SIDE UTE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2" GLASS BITE EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .402 EXTERIOR 1/2° GLASS BITE EXT. - 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER • • • • • • • . • • EX�K6E AID G?i1t OR • • SAFrI P IAAUM • 6:43:164441- •• • • • • ••• • • • SIFEENMEVPASS 318" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 ••• • • • r .465 -- A 7/16" LAMI NOM. • • • • • • • • GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS ..... 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6.7 ANCHORAGE. 8-10 the disproved as om with Date 044olovi 1$ 7077 NOM G7 -440.`0 Muni Dade Product Control Z1 Ska, • Gstot-L Ode Ratio= ,••der Fx Oshe a78/07 Balk= B CARE WEXT. oFc ASA OVErA1L THSCKPOSEISMm GLASS BITE Ansel By, Fx Doke &1417/ Ra.Wse A ADD GLASS BIM OVA TO OL4221100ETA®.$ ADAOlAS8 DEG. TT0[. REVISE NOTE 1, GLASS o T.aADDNOTE B. tames 7/27/07 or J.J. aft 6121/17 • • • • • • • • 107lia9•01OSPD10VE become, FOO42Ta P.C. BQX 1628 NQK 'A a FL 34274 • • • • 3 • • or Viably Better MTV AND GLAZING DETAILS P. FRENCH DOOR & SIDE LITES, IMPACT FD101 Stair Ix &Not a 10 cwro•+ 11005 -1 B ‘l L CU*, P.E. PE#38712 Structural —• • • • •-• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, 0)0( & 0X00 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WDTH 68_ 793/4" 7° - 833/4" 87 3/4" 91 3/4" 8 °- 953/4" 3° 37112"I6° 713/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH SINGLE SIDE UTES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36118" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -642 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH I 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, O)0(& OXXO (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAB-S.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7°- 833/4" 873/4" 91 3/4" 8 °- 953/4" 2° 251/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +48.5 -46.5 +44.3 -44.3 291/2" 55314" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE UTE 0 WIDTH GLASS TYPES A, B, C OR D 10 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 - fi1!9' +5,1 :590 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -x`5.0 -4417 +521 +4i6 S2 -44 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 AmdBB Vex 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0.14.0 01;34.0 • • • • tomoa004414 7E' RWAIINC rmdBF FJC FX 8B118/07 arc BMW S ArnAbsx A REVISED TABLES DESKOI PRESSURES AND CAROMED O N-REAP.. VERSION QOl113&E MASS TYPES 6 MAY ICES WO NOTES 8ADD NOTES5Afl REVISE NOTE 7.2 AA ADD NOTATIOTB7O TABLE I AND 2 REDUCE WOG SW MON PRESSAIREAAD AGSAT:ALLDPSI TABLE W""Ble Otte FX 2117fi7 0.6721/07 DONDMIS, j4275 P.Q BQX 7329 ASS FL 34274 NOTES: ®1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3116" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) ®2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OXIXO WIDTH = 731/2" MAX. OXO WIDTH =1091/2" MAX. XXO /OXX WIDTH = 107 3/4' MAX. OXXO WIDTH =143 3/4" 3. SINGLE DOORS 335/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®5. EXAMPLES OF COMBINED DOOR AND SIDE UTE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30' WIDE x 90" HIGH SINGLE DOOR WITH 29' SIDE LITES DESIGN PRESSURE _ +67.6 / .87.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 3612" SIDE LITES DESIGN PRESSURE = +70.4 1-70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 833/4" WIDE x 80' HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF ®8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. • • • •• • • ••• • • • • • • • • • •• • • • • • • • • • Approved as complying' the Florida BetingDO7 i>.oe � D Dade product Control Dte }1g • • •• EfION PRESSURES em. • • r - ALU74 FRENCH DOOR & SIDE LITES, IMPACT e"hNrW" F0101 Hebb Betrer Salo X Stott 2 d 10 00■81110101 11005-1 Raw B r let Robert /dark RE. PE 839712 Structure ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • SEE NOTE 4 OX OR XO 37 1/2" 109 1 /2° MAX. — +i—SEE NOTE 3-1--34.—.1 MAX4 SEE NOTE 3 MAX Er O r 'J' \ 2 E / Er �' X 1 -1E j O 95 3 , �E O i E� O SEE NOTE 4 71314" MAX. 24 8118" MAX. DLO (TYP) OXO LSEE NOTE 4 95 3/4" MAX. HT. TYP. 84 3f8' MAX. DLO TYP. NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 7C AND 70C DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 'XO','OX,'0X0' %XO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABIU 1Y SHEET 2). 5. CLEAR OPENING FOR 7C AND 70C DOORS AS FOLLOWS: Cr DOORS = 5.5* voctreR SQOR Wre2 ,.L7.9) Browder Ora A ' X A ---' XX •• ••• • • • •• ••• 143 314" MAX. MAX4 SEE NOTE 3 MAX ii, > 95 3 , �E O i E� O ( 4 �E �` XACT . . : .. : i_e_. ._ , 1 �/ Er' X mar. SEE NOTE 4 • • •• • • • •• G G SEE NOTE 4 4" c DOOR DLO HEIGHT = HEIGHT - 11318" DLO WIDTH X' = DOOR WIDTH - 1215118" DLO WIDTH 700 = DOOR WIDTH/2 - 115116" SIDE UTE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH 31/8' Beitalow lwedep Dabx R anbo7 • AA477 A FX aa.oSF F.K CORRECT' VERTICAL 010 AND FORMULAS ABOIXOFD%WSR7R DOORAND SIDE IRE ADD DOOR DLO bat IDENTIFY DEN:MOLT AND SPECIFY7C ACE ANOx4YAO7: baba 212207 Owdonep J.J. Daft 8121/07 I • • • • 10747FOGVOIAGNORIVE MWOMIS, F1•14278 PA. BOX 1529 MOKC 1B; FL 54274 • • • VLribiy Better foot•- • TONS nnya�r,i jug with tEe aM1o.':+is Sisndant t_ vfx Isar:. ocT._js O AL(IM. FRENCH DOOR & SIDE LITES, IMPACT e.r+die F13101 Oleg Bo* soft tat NTS 3 a 10 11005 -1 I B • •• • • • • ••• • • • • • • • • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • •• •• EXTERIOR MAX. DLO u INTERIOR MAX DOOR HEIGHT 1489 DOOR SECT. A A VERTICAL mar, amae�c awr Fx ahem aao0649097188SHEET: refilleMIWa &OwmrIBLEHOLLOW/Q:AO SECTION AT ASW29Y er tlaaa araaa. eft FJG 1/,7TV7 J.J. 821/07 EXTERIOR MAX DLO 2St 0 MA SIC LIT HEIC • • • • • • • • --, S»— •• •. • • • • • • • • • • • Ai SL SECT. B-B • • V•EI2TICAt• INTERIOR HT • •• • • •. • • • • • .• SL VIEW G-G CORNER ASSEMBLY • • • _ • • • • • • • • • • ,_•4MPLE ELEVATIONS • ALAI. FRENCH DOOR & SIDE LITES, IMPACT 1671 0C . . P _a as ecvr 11629 xee FL 34274 Visibly Beater Approved as complying with the Dade der 2007 ennui Mtn I, Ci4g aas.oae 93101 1,2x 4 d 10 Offlarinetb 11005-1 B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. WIDTH MAX. DLO 'X' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, S ANDS) Max. DLO MAX. SL WIDTH III i..I • •• ••• • • • • • • _ litilll 111141- f MAX I MAX. 1^' DLO '^'1 ir/ SEE TABLE§ 1 AIQ[?2 i4 W • • • • • • i" DLO NOTES ar HEtEil1 Z • • • • • • SL SECT. E -E �i7 FOR APPUCASwry SL SECT. F -F HORIZ. (DOOR W/ SIDE LITE) • • • • • HORIZ. (SINGLE SIDE LITE) • ▪ • • • • • •• •. • • • • -• • • • 00401., • R 1� �"7! • CAL SECTIONS 8 NOCI4N$En4SF�r. WN lit 34275 RM1f0ae A oP 'DOOR R7 Orr TO TIONLES'SpiO.ES1EU IPTOSEC7 F.F Ra s J.J. 6r8tA77 INTERIOR EXTERIOR fildobaC Rrai* Oft Px •1587 Row So rimer PX 8,24577 Dm= OA cut Fit 712207 �•1/ERi7 • A�LPIM. FRENCH DOOR & SIDE LITES, IMPACT Floes sin wue die Date G 1 on NOAS — Miami Dade Product Coatrot/ DS � o• L4NJ4 Rost B VWbty Better a.a woaa 70101 112x S d 10 Desaftilip 11005-1 Robert L 21ark P.E. PE @38712 Structural ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • ITEM DWG # 1 9438 2 1010 3 7070 4 955 5 938 6 956 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 995 998 952A 11000 1670 11004A 11001A 11002A 11003A 915D 1010 8608 1140 1048 930 PGT# 60411 6Q300 67070K 7955X 7938X 7956A 7832X12FPXP 70995 70998 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 60300 66608M 78X112PSATS 71048 41721N DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X .300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRICEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL MS - S.S. W /SWCONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X 0.650, 606145 #8 X 1.500 PH SQ A T/S JAMB SCREW COVER CAP STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.825 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/16-18 THREADED ROD 36 990 7990NUTA 5/1618 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 9848 8984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 6Q200K WSTP.,Q -LON .180 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. • •• 0• 50 6R180FS RUBBER SLEEVE • 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) • • 52 931 7FRSPX DEADBOLTSTRIKE PLATE •• •• 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS • • REM DWG # PGT# DESCRIPTION 60 920D 6920D SIDEUTE HEADER 61 921D 8921 SIDELITE SILL 62 9168 60381 SIDEUTE JAMB 83 1155 781PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 68 934A 81641M SIDEUTE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTING BLOCK, 3/32° X 1/4' X T W/PSA 71 71267K SETTING BLOCK, 1/16° X 1/2° X 1" W/PSA 72 4222A 84222 BEAD, 7/16° 73 988 6988 BEAD, 3/8" 92 986 64986 BEAD, INTERIOR 93 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8' A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8' HS. .90 PVB, 3/16" HS 97 GLASS, 7/16° LAMI - 3/16" A, .90 PVB, 3/16" HS 98 102 GLASS, 7/16° LAMI - 3/16" HS, .90 PVB, 3/16" HS ACETAL SPACER .295 ONHOUSE INJECTION MOULDED) 11006A I41108A 103 OFF -THE SHELF DEAD BOLT LOCK .504 -�1 360 .055- II-' -� 13 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 �-- 2.750 • • • • • • •• • •• • • • _ II WI,- • .125 • • • • • • • 0 TUBE MULL 6083-15 ••• • • • • • • • • • • 1.000 1 Approved as complying aith the Florida Baulks Code Bute G NOA9 DWard Dads Product tral Byl r s..r�e5 �. l 1 / �4.,L 0,.100 Agates Rode, FX FX anseeHr FJC PrAbrog 8 A (UAW 10 J.L NO CHANGE MOSSHEkT. ADD1TAJ 1038EADBOLTAND INACTIVE PANEL ONO. TO?EN4L x/07 • • • • • • • • • • • • • • :o*MOWA08. 0•rtx AratKOtas,wsM • P.4 8DX t8Y8 NOKOMA FL 34171 Visibly Belzer S4R S LIST ALOM. FRENCH DOOR & SIDE LITES, IMPACT ifieasta FD101 ens° Itr•r 1/2x B s 10 I•••••.11005.1 L gait. P.E PE 039712 Structural ••• • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .750 4.828 4.000 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 3. 4.728 4.100 1.750 3.111 1.400 .050 31 550 qT FILLER HEAD ADAPTER 6083-T6 .050 .079 3.000 oUTSWING THRESHOLD 6083 -T6 1.479 1 4.726 4.100 DOOR PANEL SIDE RAIL 6083 -T5 44• 1.750-+{ I 4.675 1 DOOR PANEL INTERIOR ASTRAGAL 6083 -T5 1.500'`'/ jj 125jj1 ,(_•,1 -.558 I l 1 .750 11 .050 TRUSS CLAMP 6083 -T5 5.459 8.085 60 318' GLAZING BEAD 8083 -T5 -.075 • • • • ••• J•r.i ••�00 �• • ••• 1.479 1 1 4.675 .082 -� 4.726 f 4.100 DOOR PANEL EXTERIOR ASTRAGAL 6083 -T5 72 7/16' GLAZING BEAD 6063 -T5 SL HEADER Q SL SILL • •6063,T6 • • Ronda,: rice AmidaF FJC Ras aeF FX Oran Bp FJC WINO? Dale w14u7 mee Ro • NO CHANGE VW SHEET. A ADD DOOR'712ff Xd 42ASSBDD& TO 1113030, 31. 44,488 62 an awe J.J. 821/07 x+1.480 i 3.000 20 DOOR FRAME. JAMB 6063 -T6 + -1.678 - •^i .890 f.050 3.000 62 SL JAMB 6063 -T6 830 2.980 .050 SL JAMB $8 ADAPTER 6063 -T8 • • • • • • • • • • r Em. : • I�IJROFILES • Pa Box 1s7B • • •ALUM FRENCH SON P DOOR & SIDE LITES, IMPACT NDUOaB&A.34274 Vietby Berm, 8° 01 d 10 a.mm 110054 B 1/2x 7 1.620 37 WEATHER STRIP CHANNEL 6063.75 32 HINGE 6063•T5 0.375 .125 Approved as complying with the Florida Bunting Code Dote o8T Ik,?337 NOM n7 .-e4 2 9- Miam1 Dade Pmdect Cost/ /07 d L Clark, P.E. PE 839712 Structural ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • F w s HEAD ZONE "CI SILL ZONE "C SEE TABLE 3. SHT. 9 HEAD JAMB ZONE' A" HEAD �Z • i ZONE 1 ZONE1 HEAD HEAD __I ZONE "D"--1—ZONE "D" I Q E N 0 a , < • i /' \ )0( • \\ ` , / , > 4 C2 �ZO�N"E� E SILL E4 SEE TABLE 7., SHT. 9 NOTES: 1 z N 1 SILL ZONE "D "ZONE "0 "—t SEE TABLE 4., SHT. 9 HEAD ZONE "E" I 0 z N 1 I ZONED 'D" I ZONE HEAD I JAMB ZONE' A' XOOR \\ L_ SILL ZONE "E" OX 1_ SILL SILL 'ZONE "D "ZONE "E"_1 SEE TABLE 6., SHT. 9 SEE TABLE 8 , SHT. 9 HEAD HEAD ZONE "D"�ZONE • �ZON HEAD I_ZONEt ZONE HZONE � ▪ f j-- -JAMB ZONE'A°f i 'A` / OR i \. OXX ,/ 1 JAMB ZONE B' -- 1 �/ , V <)0(0 \\ i 4—ZONE"D " �ZO E-4 ZONE "F" SEE TABLE 7., SHT. 9 "E" •• ••• • • • EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE UTES "B' AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314 "x83 314" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ILL 1-ZONE-4— NE .F.— f'�ZONE"F"�ZO E4 SEE TABLE 7., SHT. 9 "E" AIISDiUSEB AS AN EXAMPLE OF ANCHORAGE FORA 83 314"H UNIT, • • • • • • 7t3/411W'OC DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 C 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FORGO= JAMBS (ALL): 131/4' MAX. FROM CORNERS AND 23118" MAX. O.C. HEAD & SILL OF DOORS: 8" MAX FROM CORNERS, 9" MAX FROM ASTRAGAL CENTERS HEAD & SILL. OF SIDE UTES: 6" MAX FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE 1 J REki TO 20/411 NWT. 3. #12 SCREWS mem CHOR LAYOUT ABOVE. AND 20 7/8" MAX O.C. Ameba Road Of FJC Read Dr Fx pan67e FJC Dart Souk= WSW B NOONAMiS THIS W FT. Odor 8RAD7 A CHANCE NO' OR VA WASIORZONEFROM C•1011. ADD ANCHOR 7YFES TO SOLUTION. Der 222/07 Des 8/1i1107 Tti:t%P lebrRIATF• t/pLgSQN SHEET 9. • • • • • • IOW 1TEIR Vai.�ORNE MUMS, RSafa P.O. 80X1620 NOKOMIS FL 8/274 • Fy�• _�IORAGE, CONFIGURATIONS r • • •AL(iMM. FRENCH DOOR & SIDE UTES, IMPACT Visibly Better FO101 NTS 8 a 10 �� 11005 -1 •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Approul Mcemp`'mg With lira thite Raids g W7 NOM o7 —e,62 Miami Dade P,odttet CrO r Mill_ I. l f�4NM- ,/ \\ ia • OMO -JAMB 2 • } - JAMB 2 \ / • 1 •K Y WM WV K KK K X ILL 1-ZONE-4— NE .F.— f'�ZONE"F"�ZO E4 SEE TABLE 7., SHT. 9 "E" AIISDiUSEB AS AN EXAMPLE OF ANCHORAGE FORA 83 314"H UNIT, • • • • • • 7t3/411W'OC DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 C 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FORGO= JAMBS (ALL): 131/4' MAX. FROM CORNERS AND 23118" MAX. O.C. HEAD & SILL OF DOORS: 8" MAX FROM CORNERS, 9" MAX FROM ASTRAGAL CENTERS HEAD & SILL. OF SIDE UTES: 6" MAX FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE 1 J REki TO 20/411 NWT. 3. #12 SCREWS mem CHOR LAYOUT ABOVE. AND 20 7/8" MAX O.C. Ameba Road Of FJC Read Dr Fx pan67e FJC Dart Souk= WSW B NOONAMiS THIS W FT. Odor 8RAD7 A CHANCE NO' OR VA WASIORZONEFROM C•1011. ADD ANCHOR 7YFES TO SOLUTION. Der 222/07 Des 8/1i1107 Tti:t%P lebrRIATF• t/pLgSQN SHEET 9. • • • • • • IOW 1TEIR Vai.�ORNE MUMS, RSafa P.O. 80X1620 NOKOMIS FL 8/274 • Fy�• _�IORAGE, CONFIGURATIONS r • • •AL(iMM. FRENCH DOOR & SIDE UTES, IMPACT Visibly Better FO101 NTS 8 a 10 �� 11005 -1 •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Approul Mcemp`'mg With lira thite Raids g W7 NOM o7 —e,62 Miami Dade P,odttet CrO r Mill_ I. l f�4NM- 4 TABLE 3. X DOORS GLASS TYPES A, B, C. D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2 CONC DOOR WIDTH; LOAD ZONES %C - 26.50 TO 37.60 - mS WID'M x H1: 25.50 x 79.75 5 2 83.75 5 2 87.75 5 2 91.75 5 2 95.75 6 2 27.50 x 79.75 5 2 x11 7 1 4 X 7 4 7 4 2 2 2 TABLE 4. XX DOORS (ALSO X DOOR OF X0 OX) GLASS 'TYPES A,13, C. D ANCHOR lYPE & SUBSTRATE 2.3, WOOD 1.2, CONC TABLE 6.0 SIDE LITE GLASS TYPES A. ANCHOR lYPE & SUBSTRATE 2.3. W000 B,C,D 1,Z CONC W 3 3 3 7 4 2 3 7 4 2 3 DOOR WIDE 90C - 47.76 TO 71.75 LOADZONES WIDTH x HT. 47.75 x 79.76 83.75 87.75 91.75 96.75 4 3 6 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 S 4 7 4 2 3 WIDTHS LOAD ZONES - 10.76 TO 36.75 WIDTH x Ht 10.76 x 79.76 83.76 87.75 91.75 95.75 0 4 0 0 0 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS 9C - 25.50 TO 37.50 SIDE LTE WLDTH x A,8,C,D 2.3, WOOD 1,2, CONC TABLE 7.OX0, XXO, OXX & OXXO GLASS TYPE ANCHOR TYPE & SUBSTRATE Hr. o LOAD ZONES m !C Eu en 00 m Dpi WDTHS x- 25. TO 37. IOC - 47.7 TO 71.7 8ICE LEE WIDTH X HT. 0 A, B, C, D 2,3, WOOD 1,2, CONC 10.75 x 79.7 4 83.7. 4 87.7. 4 91.7 4 95.7 4 7 4 83.75 5 2 87.75 5 2 91.75 6 2 95.76 6 2 29.60 x 79.75 5 2 83.75 5 2 87.75 6 2 91.75 6 2 95.76i 6 2 31.50 x 79.75 5 2 83.75\ 6 2 87.75 6 2 91.75 6 2 7 7 7 7 4 4 4 4 2 2 2 2 2 3 3 3 6 5 51.75 x 79.75 83.75 87.75 91.75 95.75 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 5 4 7 4 2 3 8 4 7 4 3 5 12.75 x 79.75 83.75 87.76 91.75 95.75 4 4 4 4 2 4 2 2 4 2 2 4 2 2 4 2 4 2 4 2 12.75 x 79.7 4 83.7. 4 87.75 4 91.75 4 95.7 4 8 4 2 3 8 4 2 3 8 4 2 5 8 4 2 5 8 4 2 5 55.75 x 79.75 6 4 7 83.75 5 4 7 87.75 5 4 7 91.75 6 4 7 95.75 6 4 8 4 2 3 4 2 3 4 2 3 4 3 5 8 4 2 3 8 4 2 5 8 4 2 5 8 4 2 5 95.75 7 2 33.50 x 79.75 6 3 83.75 6 3 87.76 6 3 91.75 7 3 95.75 7 3 35.50 x 79.75 6 3 83.76 6 3 87.75 6 3 91.75 7 3 95.75 7 3 37.50 x 79.75 6 3 83.75 6 3 87.75 7 3 91.75 7 3 95.76 7 3 10 4 2 5 69.75 x 79.75 83.76 87.76 91.75 95.75 5 5 8 5 6 8 6 5 8 4 3 5 4 2 3 4 2 3 4 3 5 19.00 x 79.76 83.75 87.75 91.75 9575 4 4 4 2 4 2 2 4 2 2 4 2 4 2 4 2 4 2 4 2 19.00 x79.7. 4 83.•4 87.7. 4 91.7 4 95.7. 4 6 5 8 4 3 5 6 5 8 4 3 5 21.75 x 79.75 83.76 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 8 4 3 3 8 4 3 6 8 10 10 8 4 4 4 4 3 3 3 5 5 6 63.75 x 79.75 83.75 87.75 91.76 95.75 6 5 8 4 2 3 6 6 8 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 7 8 10 4 3 5 27.75 x 79/5 8375 87.75 91.76 95.75 5 5 5 6 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 21.75 x 79.7. 4 83.7. 4 87.7. 4 91.75 5 95.7. 5 6 2 4 2 27.75 x 79.7. 6 83.7. 6 87.7 5 913. 8 95.7. 6 3 5 8 4 3 5 8 4 3 5 10 4 3 5 10 4 3 6 8 4 3 6 8 4 3 5 10 4 3 5 10 4 3 5 10 4 3 5 67.75 x 79.76 83.75 6 87.75 6 91.76 7 95.75,2_ 71.75 x 79.75 6 83.75 6 87.75 6 91.76 7 95.75 7 5 8 4 3 6 6 8 4 3 5 5 8 4 3 5 6 10 4 3 5 6 10 5 8 5 9 5 9 4 3 6 4 3 5 4 3 4 3 5 6 10 4 3 5 6 10 4 3 5 36.13 x 79.75 6 3 4 3 83.75 6 3 4 3 87.75 7 3 4 3 91.%•7••3/ •1 •3 95675 7 38.76 x 79.71, 6 •t :t 3 8.174 6•031 4••3 87.75 7 3 4 3 9175 7 3 4 3 Irro•F Rood* FA wander F.K FJC W18.07 arc 8110107 • NOCHARGE MS MEET. R.4". . AIWA= UExFTABLE8T0YA81E4,1r. CHANGE TABLEfi. READ 20NE A 't:'70'PAN00DLUMNREFERENCE A00126'70 ANCHOR TYPES Deer 2/2207 astedbx are J.J. . 5,21/07 76 3 •4••3 • 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 36.13x79.7y6 4 83.75 6 4 8775 7 5 • 9135 J4 6 • • 5..� 7 6 =9.78 B 4 • 63.76 ; 4 87.7. 7 5 91.75 7 5 9817. 7 8 4 2 4 2 4 2 4 2 4 2 LL 42 8 .4 4 2 4 4 2 °! Fm6- 42 F g 4 2 g 4 2 4 2 p• 4 2 4 2 • 4 2 a G 4 2 4 2 g w 4 2 W 4 2 • 4 2 W ▪ 4 2 c 4 2 t 4 2 • 4 ▪ 3 pp • 413, 43 G 4 3 E 4 3 ce 4 3 m 4 3 4 3 4 3 4 3 4 3 4 3 B ANCHOR FROM TABLE 3. AND LOAD ZONES IL 0 9' 0 0 I� 1 10.75 x 79.7 4 83. 4 87.7• 4 91.7. 4 95.7• 4 12.75x79.7. 4 83.7. 4 87/ ; 4 91.7 •' 4 95.7 4 19.00x79. "4 83.7" 4 87.7 4 91.7• 4 96.7• 4 21.75 x 79.7• 4 83.7•" 4 87.7', 4 91.7; 5 95.7 • 6 27.75 x 79.7. 5 83.7• 6 87.7.. 5 91.7• 6 95.7• 6 38.13 x79.7. 6 83. • 6 87.7• 7 91.7• 7 95.7. 7 38.75 x 79.7. 6 837. 6 87. 7 91. • 7 95.7• 7 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 5 5 5 4 4 5 5 5 m a. 0 w z 1 LL '4 O e3 5 Si 0 z N 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 2 4 2 4 2 4 2 4 2 4 2I 4 2 4 2 4 2 4 2 4 2 4 2 43 4 3 4 3 4 3 4 3 O W Z 2 O 5 a m 4 3 T-370 4 3 z 4 3 W 4 3 4 3 4 3 APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as complying with the Florida Dale T I 2007 MAO iJ]- -nI�f• 42 Miami Bala Product Centro! estuL' I. 1-1444 • • • • 1qa0 • r moo ttbz P.0.8QX1529 NORMS, FL 9[274 new- - • CEIOR QUANTITY LOAD ZONE TABLES mA • • ALCM. FRENCH DOOR & SIDE LITES, IMPACT Webfj Better MitoOkde adk •rse FD101 NA 9 of 10 11005-1 jL Clerk P.E. E W3712 Structure ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 2X WOOD BUCK, NOTE 2 13/8" MIN. 3.4 KSI MIN. CONC, 1X WOOD BUCK, NOTE 2 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3. NOTE 1 DOOR HEAD (WOOD) 1 LIN. 1/4" MAX SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3. NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1X WOOD BUCK, NOTE 2 2X WOOD EXT. BUCK, NOTE 2 — DOOR JAMB (WOOD) 1 31e - MIN E.D. 1 3/4°_A MIN E.D. I • '' 1 3/8" TYPE 1 1 34" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4' MAX. SHIM J1 III MEM MI litl/q1.10. :■ II , 4 ■1:,;‘• A A.• lilliititil'"""' . * .4 • *: 4 3/4' MIN. ED. 4:—/- 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 1/4° TYPE 1 OR 2 (C.MU) 1 3,8° TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 3/4° TYPE 2 (CONC) 2X WOOD BUCK NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK. NOTE 2 e=. 1 3/8" MIN. -1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/4" 3/4" MIN. E.D. . • • . 1 3A3' TYPE 1 1 3/4" 'TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 4 3/4" MIN. E.D. CONC. ANCHOR, NOTE 1 1/4" MAX SHIM 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 1 3/4' TYPE 2 (CONC) 11 „ahhifil MIN. E.D. 1 314" Mil 111111-111 WWI 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. . 1314" MIN. E.D. 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. ANCHOR, WOOD ANCHOR. TYPE 2 OR 3 NOTE 1 EXT. 1/4° MAX. — SHIM 3/8" MIN. CONC. ANCHOR, NOTE 1 NOTE 3 MAX. 1 3/8" TYPE 1 . 1 3/4" TYPE 2 mIN. EDr•-- 3.4 KSI MIN. CONC. I I 2X WOOD BUCK, NOTE 2 DOOR SILL (CONC) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM DOOR SILL (WOOD) 1318" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) NOTE 1 kid 1/4' MAX SHIM 3.4 KSI MIN. CONC. 1 314" MIN. ED. SIDE LITE SILL (CONC) .4 3/8" TYPE 1 1.1 3/4" TYPE 2 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4° SS4 CRETE-FLEX EMBEDDED 1314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM cipagiVICLIOR 10 CONCRETE EDGE IS 1 3/4°. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED • • • • • • 'FITE 7.)- • • • • 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ME 0121110W4L#F UNTIINS INSIAL&ED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER INSTALLATION TO THE SUBS '"ftTE dr4,W401Birks re se ENdIVEEFtED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). •• ••• •• • • • •• 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE 15 WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT ND WOAD SUBSTE, iR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. I&AMs • 41 9. • • • • • • • • liF..x.A.J_IORAGE DETAILS ALM. FRENCH DOOR & SIDE LITES, IMPACT Readay, Roeder FJC FEreadDA FJC tilf8/07 SII407 RVALISSOC 13 DMA= A NO CHANG DOS fEET. SPEC ?WEIS 2 EMBED. ON CONC. DETAILS. SPEC. TYPES& ON WOOD DEDIES. ADD ANCHOR 7TPES TO NOTE 1. Dorn Bp FiC cen. 2/22/07 Cloaked* %Iva • • • • toloWaotwvotve P.O. Ng ISM NOKOMIS. R. sax Visibly Better INdestANS* F0101 Sat lamb NTSI 10 10 11.111V1b. IR.. 11005-1 I B Approved as euvid.:.te oda Mt Raids Beane Cade Date D crIk 200 NOAOC2 .7-=2(Leed-0 Mod Dade hodnet Control ;1(fl41 LCL.,_L A I WW1 L Clark. PE 039712 Shalom, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0• •0 • • • Oil •• •00 • • • ••O • • KAAIWARREN J. VON WERNE, P.E., INC. Consultant Structural Engineers Structural Calculations for: Busta Residence Addition 300 N.E. 91st Street Miami Shores, FL Project No. 130701 May 27, 2008 11388 Okeechobee Blvd., • Suite B -101 • Ph: 561.795.1818 Royal Palm Beach, FL • 33411 Fax: 561.795.1883 IGy- y -fl-ot Concrete Beam B -1 Span = 12' Size = 8 "x 24" Loads - Dead - Self weight = 150# /cu.ft. (8/12 ft) (2ft) = 200 lbs/ft Roof= 25 lbs/sq.ft (16') = 400 lbs/ft Masonry wall = 55 lbs/ft (7') = 385 lbs/ft Total Dead Load = 985 lbs/ft (1.4) = 1,379lbs/ft Live - Roof = 301bs/sq. ft (16') = 480 lbs/ft Total Live Load = 480 lbs/ft (1.7) = 816 lbs/ft Total Load = 2,1951bs/ft Moment = WxLxL/8 = 2,195 lbs/ft (12ft) (nays= 39,510 lbs-ft R= M(12) /.9xBxDxD = 39,510 lbs-ft (12 in/ft) / .9x8 "x21 "x21" R =150 => P = .004 As= pbd = .004 (8) (21) = 0.67 sq.in. 2 #6 bars => As = 0.88 sq.in. pas Concrete Beam B -2 Span =8ft Size = 8 "x 16" Loads- Dead Load- Self Weight = 150 lbs/cu.ft. (8/12 ft) (16 /12ft) = 133 lbs/ft Masonry = 55 lbs/ft (10 ft) = 550 lbs/ft. Tie Beam = 150 lbs/cu.ft (8/12ft.) (16/12 ft.) = 133 lbs/ft Roof Framing = 25 lbs/sq.ft. (3ft.) = 75 lbs/ft Floor Framing = 25 lbs/sqft (lft) = 25 lbs/ft Total = 916 lbs/ft (1.4) = 1,282 lbs/ft Live Load - Floor Framing = 40 lbs/sqft (lft) = 40 lbs/ft Roof Framimg = 30 lbs/sqft (3ft) = 90 lbs/ft Total = 130 lbs/ft (1.7) = 221 lbs/ft Total Load= 1,503 lbs/ft Moment= WxLxL/8 = 1,503 lbs/ft (8ft) (8ft) /8 = 12,024 ft-lbs. R =M(12) 1.9 BxDxD = 12,024 ft -lbs (12 in/ft) /0.9 (8 ")(14"X14 ")=102 => P =.0035 As = PxBxD = .0035 (8"X14") = 0.40 sq.in. 2-#5 bars => As = 0.61 sq.in. WiffiEnaWg Floor Joists - Span= 9 ft. Size = 2x10 Loads = Dead load= Floor framing =15 lbs/sqft (2ft)= 30 lbs/ft Live load= 40 lbs/sqft (2 ft) = 80 lbs/ft Total Load= 110 lbs/ft. Moment= WxLxL/8= 110 lbs.ft (9ft)(9ft)/8= 1114 ft -lbs. Sx = M/Fb = 1,114 ft -Ibs (12in/ft) /1050 lb /sq.in. = 12.7 cu.in. 2x 10 => Sx = 21.4 cu.in. K. Floor Girder- Span= 9 ft. Size= (3) 2x10 Loads= Dead load = Floor framing =15 lbs/sqft (9ft) = 135 lbs/ft. Live load = 40 lbs/sqft (9ft) = 360 lbs/ft. Total Loads = 495 lbs/ft. Moment= WxLxL.8 = 495 lbs/ft. (9ft)(9ft) /8 = 5,012 lbs/ft Sx= M/Fb = 5,012 lbs -ft (12 in/ft) / 1050 lb /sq.in. = 57.3 cu.in. (3) 2 x 10 => Sx = 64.2 cu.in. Roof Joists- Span= 10 ft. Size= 2 x 8 Loads- Dead load= roof framing= 15 lbs/sqft (2ft) = 30 lbs/ft Live load= 30 lbs/sqft (2ft) = 60 lbs/ft Total load = 90 lbs/ft Moment= WxLxL/8= 90 lbs/ft (10ftXlOft) /8 = 1,125 ft -lbs Sx= M/Fb = 1,125 ft -lbs (12in/ft) / 1,200 =11.3 cu.in. 2 x 8 > Sx = 13.1 cu.in. Q,K. Foundations Footing for Floor Framing Size= F30 Loads Dead Load= Floor framing=15psf (9ft)(9ft) 1,215 lbs. Live Load 40psf (9ft)(9ft)= 3,240 lbs. Total load= 4,455 lbs. Soil Pressure= 2,000 psf Footing Size required= 4,455 lbs/ 2,000 psf 2.23 sq.ft. Actual footing size= 3 ft. x 3 ft. = 9 sq.ft. Q Footing for Roof Framing Size= F30 Design uplift= 25 psf Weight of structure = 10 psf Total not uplift= 15 psf (5ftX9ft) = 675 lbs. x 1.5 S.F. =1,013lbs. Weight of footing= 150 lbs/cu.ft. (lftx3ft)(3ft) = 1,350 lbs. Q& Masonry Wall Footing - Size= F20.12 Loads - Dead load= Floor framing= 15 psf (5ft)= 75 lbs/ft Masonry wall= 55 psf (10ft) 550 lbs/ft Tie beam= 150 pcf (8/12ftX16/12ft )133 lbs/ft Roof framing= 25 psf (12ft) = 300 lbs/ft Total Dead Load = 1,058 lbs/ft Live load= Floor framing= 40 (5ft) 200 lbs/ft Roof framing= 30 (12ft)= 360 lbs/ft Total Live Load = 560 lbs/ft Required width of footing= 1,1601bs/ft / 2,000 psf= 0.81 ft. Actual width of footing= 2 ft. O .Nov 20 2007 5:12PM . STOREFRONTS BY DESIGN 5616423280 p.1 11/20/2007 ASCE 7-02 Wind Load Deslan .•• 'l :7•'• . . r 'inure 6-11 - EaternttllPrese re Coefticletts. GCp Loads on Components and Cladding for Buildinga.w/ Ht 4= 80 ft 1 a Ht No The image shows a Gablednoof, but Flg 8-11 also applies to soma mannastope cases ego 10 ao> 1 10.00 ft mowing WWII WI any ua[a may , Area (ft"2) . 0.00 llne r0 .. Zone :0 ... MONO a ho1n Scmen •,Ewpp J NIndPrass Component width • (ft) 0 Open ire 3 (IbffA Max o.ob . Min 0.00 Max Min d�C 0 ) 0.00 0 0.00 0.00 • 2 .5 10.00 4 0.90 -0.99 47.35 -51.30 2 3 . 10.00 5 0.90 -1.26 47.36 -63.14 2 3 10.00 3 0.30 -2.80 21.05 - 130.88 • 2 15 10.00 2 0.30 -1.80 .21.08 -86.81 2 f 15 10.00 1 0.30 -1.00 • 21.05 -51.74 . 0.00 0.00 0.00 . --.- -, 0.00. • . 0.00 0.00 0.00 0.00 0.00 . 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 STRUCTURAL CALCULATIONS FOR REMODELING /ADDITION AT RESIDENTIAL HOUSE (NEW ------ --- :As ENGINEER OF RECORD) gEzisnEoJ 300 N.E. 91 ST. MIAMI, FL. 331 BY =:r V.M. Engineering, Inc. Certificate of Authorization No. 27633 11278 SW 153 PLACE Miami, FL. 33196 PERMIT #:, J %- Bic) Miami Shores Village DATE APPROVED WY k- DEPT )14 4 ,z-4108 , BLDG DEPT 1 „ SUBJECTIOCOMPUANCE MN ALL FEDERAL STATE AND COUNTY RILES AND REOUI ATIONS nji7 Morgan Villanueva, ' .E. Florida License No. 60292 Pages 1 thru 69 INDEX OF SHEETS Sheet No. Description 1 to 2 Design References 3 to 8 Design of Steel Columns & Connections 9 to 14 Design of Wood Rafters & Connections 15 to 17 NOA for Rafter Connections 18 to 21 Detail for new opening 22 to 25 Detail for opening of 6 ft. wide 26 to 31 Design of Base Steel Column 32 to 42 Florida Approval for Simpson Connectors 43 to 44 References for Wood Properties 45 to 49 Detail for Arch Opening 50 to 57 Detail for Wood Beams rested over Joist Hanger • • • 58 to 69 Detail for Repair of Expose Rebars • • . ..... • •••• •• • •. • •••• • • •• • • • •• •• •••• • • • • • • • • • •••• • • • • •••• • • • •• • • • •••••• • • • •• • • • • r r t`. r r. t PROJECT NAME: Residential Remodeling/300 N.E. 91St PROJECT No. SHEET No. 1 OF C1 SUBJECT PREPARED BY: Eduardo Estrella CHECK BY R .V. DATE : NOVEMDER -10 -2008 SCALE : N / A DESIGN REFERENCES FLORIDA BUILDING CODE, 2004 EDITION. ASCE 7 -05 MINIMUM LOADS. CRSI HANDBOOK, 2004 EDITION. MANUAL OF STEEL CONSTRUCTION (ASD), 9th EDITION. - USP STRUCTURAL CONNECTORS. HILTI NORTH AMERICA.PRODUCT TECHNICAL GUIDE, 2005 EDITION. BUILDING CODE FOR MASONRY STRUCTURES (ACI 530- 92/ASCE 5 -92 / TMS 402 -92). NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION 2004 EDITION. GRAVITY LOAD DESIGN CRITERIA. ROOF: DEAD LOAD. WOOD TRUSSES-------- ---- -- ------ « - -7PSF CEMENT ROOF TILE-------------------------- -19PSF PLYWOOD SHEATING,INSULATION ---- -- 6PSF CEILING, MECH., ELECT. ------------------ --8PSF DL = 40PSF LIVE LOAD. -------------- °- -------------------- -3OPSF SECOND FLOOR: DEAD LOAD. WOOD TRUSSES---------------------- IOPSF 1 -1/8 inches PLYWOOD ------------------- --4PSF FLOOR COVERING ------------------- --6PSF FINISH FLOOR- ------------------------ --2PSF CEILING, MECH., ELEC. ------------------- - -SPSF DL = 34PSF PAR ITIION LOAD------------------------ -2OPSF TOTAL DL = 47PSF LIVE LOAD----------------- -------- --------- -40PSF WIND LOAD DESINGS CRITERIA. • • • .. .. • • • • • • • •• • • • • • •... • •• ••. • • ...• • • ••.. • • • • • • •..• • • • • • ...• • • • • • .. • • • .• • • • • • • • • • • • • • • BASIC WIND SPEED ------------------- ---- -- ---146 MPH WIND IMPORTANCE FACTOR ---------- ---- -1 BUILDING CATEGORY------------ II WIND EXPOSURE ------------------------ ---- -- C COMPONENTS AND CLADDING ---- ---- -- see drawing. • • • • • •• • • ••..•. • • • • • •• • • • • • • • •••• • •. 2/61 • • 1.11.1 • • ...•.1 • • •••• • • • • •• •• 1111 • • 1.1.11 • • • • •••• • • • • • 1 r l f ENGINEER OF RECORD: V.M. anonserrOng C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI. FLORIDA 33196 TEL: 788- 281 -6968 TEL: 305-383-5896 PROJECT NAME SOO N fs 91 SA • A"\1d.CY1 ■ ∎ ttems • PROJECT No. SHEET No. _�3 OF SUBJECT Steel CAAJ. -W Y1 11(1 '310 %z'o U PREPARED BY JEA.uc1&0 CHECKED BY M• .• DATE it -O4 - 2.008 SCALE h%O-. 40P%r (tL) 4-1 30 Kr CU) —t 6:1 54c C4' p�� < MW (LC) CkArvl kg. 54 p%C CIF 'Ks PS, X (,4 2drl 67 X 4X4 K 1, ArCIT.LA kr13\ • Z • .... • • .._$ • • .... =;•14 4 'i(1..... ...... . • • • : , 2 X3,4/ • • •• • •• 1• 6� ' . 2. • .• • • • • uq- • • •• •• • • • • • • ••• .•. • • • • • • . • • • ••• • • • I • • • • • • • • • • • 1 EPDXY DOWEL 1 — #5 VERT • • 6 s •INTO EXISTING CONC TIE • •$Ed AND FOUNDATION TKP EACH • SIDE OF NEW ENING) • • ••• • •••• •• • • • • • HATCH DENOTES EXISTII WALL TO BE REMOVED - SC -1 „scpe1 ” 10" 10" 4.-2" OVIDE NEW 8" PRECAST OVER 'NEW OPENING MASONRY WALL TCH DENOTES EXISTING ALL TO BE REMOVED 1 3 SC -1 °� 0 t 4" CONCRETE SLAB ON GRADE W/ 6X6, W1.4XW1.4 OVER 1.0 MIL VAPOR BARRtE OVER TREATED. COMPArTF'n 1lRCnn F20.12 -•1 MW -1 1IMO 4 A - - r-Y TIT\\ = 46ksll (Fy =46ks1 r--1 COLUMNS Square tubing r---1 structural Allowable concentric Toads in kips L_J e Nominal Size 11 nal Size 6 x 6 5 x 5 lckness 818 1A % 8V18 % Me 1/2 % V16 % Vie Alt./ft 38.86 35.24 27.48 23.34 19.02 14.53 28.43 22.37 19.08 15.62 11.97 & 46 kid 1 ) -CD —$1-"rri n mrn°'°'pQ rN N SMS trSJA 831:-I NR 315 283 275 268 259 251 242 232 222 212 201 190 178 166 153 140 127 116 98 83 72 62 58 55 49 43 287 257 251 244 237 229 221 212 203 194 185 175 164 153 142 131 119 108 91 77 67 58 54 51 45 40 223 201 196 191 186 180 174 168 181 154 147 140 132 124 115 107 98 89 75 64 55 48 45 42 37 33 32 189 171 167 163 158 154 149 143 138 132 126 120 113 107 100 93 85 78 65 56 48 42 39 37 33 29 27 26 154 140 137 133 130 128 122 117 113 108 104 99 94 88 83 77 71 65 55 47 40 35 33 31 27 24 23 22 118 107 105 102 99 96 93 90 87 83 80 76 72 68 64 60 56 51 43 36 31 27 26 24 21 19 18 17 1 231 200 193 186 178 169 160 151 141 131 120 109 97 87 78 70 64 58 49 41 36 31 182 159 153 148 142 135 129 122 115 107 99 90 82 73 65 59 54 49 41 35 30 26 25 155 136 131 127 122 116 111 105 99 93 88 79 72 64 58 52 47 43 38 31 27 23 22 127 111 108 104 100 96 92 87 82 77 72 66 60 54 49 44 40 36 31 26 22 20 18 17 97 86 83 80 77 74 71 87 64 60 56 52 47 43 39 35 32 29 24 21 18 15 14 14 • Property .' • n 2) n.4) 1.) Bending factor 06 11.40 54.1 2.18 0.633 8.07 10.40 50.5 2.21 0.615 7.52 8.08 41.6 2.27 0.583 6.20 6.86 36.3 2.30 0.567 5.40 5.59 30.3 2.33 0.553 4.52 4.27 23.8 2.36 0.539 3.54 8.36 27.0 1.80 0.773 4.03 6.58 22.8 1.86 0.722 3.39 5.61 20.1 1.89 0.699 2 .99 4.59 16.9 1.92 0.677 2.52 3.52. 13.4 1.96 0.6b0 2.00 3 -43 (Fy =46ks1 r--1 COLUMNS LUU Square structural tubing All concentric loads in kips e Nominal Size • 3 x 3 Thickness -1/2 3/8 Y4 3118 548 1%4 VI 8 Wt./ft 21.63 17.27 14.83 12.21 9.42 10.58 8.81 6.87 Fr 46 ksi A01CDODCO - NV.888 R &tR0 StONSS ENGINEER OF RECORD: V. M. suogOnsevIng C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33196 TEL: 786-281-6268 TEL: 305- 383 -5896 PROJECT NAME PROJECT No. SUBJECT PREPARED BY DATE 11" °q QQrrwL jaoue, 4�b� SH ET No. 6 OF 647 Cat) IM h • t9- O ` • IZOVVICO cAuh 0 -14.1- CHECKED BY •U • `LC crb SCALE n /Q► • • • • • •• • •••• • • ..•• • • •• • • •••••• • • . • • • • • • • •• • •••••• • • • • • •• • • • • • •• •••• • • •••• • •••• • • •••• •• • • • • • *x4x yp \mY1 • • • .••••• • • • • • •• • • • • ENGINEER OF RECORD, 1 sag nestrOng C. OF A. No. 27633 11278 S.W. 1531-d PLACE MIAMI, FLORIDA 33198 TEL: 788 - 281-8988 TEL: 305 - 383 -5898 PROJECT NAME V2'0%0,102\ 0 /300 RE ctts,47. PROJECT No. SHEET No °'T OF SUBJECT Ll" ac\ a 1. o yeses � i� PREPARED BYstl"tid..Q, CHECKED BY Vtv DATE '% O Zoo e' SCALE VOL, C2 -c►) (►Z' G .Gotr% Z R ►1Y1V1 1.u`f bTc Z ■(L4 1 1actb kmaxirl oz\A.Ityw) 1.....so Y1 e s/ 1 s lJ►A A 0\91 S IA S 0.2 X /s Coo 7 3 /ZV '113, x G X50.•. • • •••• • • •••• • • •• • •• •..••• • • • .... • • • • • • •••• • • • • . •• • • • •. • _4•c2• w�. • • • • • • • • • • • • • • •• • •••• •••• • Lukk\ex. 1.,Li v-6 -1)%. • • •.•••• • • • • • • • ••...• • • ENGINEER OF RECORD V.M. ongornesullng C. OF A. No. 27633 11278 S.W.153rd PLACE MIAMI. FLORIDA 33196 TEL: 786- 281 -8968 TEL. 305-383 -5896 PROJECT NAME bLII • tit it PROJECT No. SHEET No. V g OF SUBJECT PREPARED BY *--aa-K DATE it -oq we, CHECKED BY K SCALE n /C3L.) -pcaow/iocmst= I 70 Y L)Y ox bows - r 31� 1- Cp7 2 • • ." • • • O ▪ 00000 •• • • • • •• •• •••••• • • • • • • • • • • •• • •••• • • •••• •••• • • •••• •• • • • • • • •••••• • • • • • • • ENGINEER OF RECORD V. M. anglInesfrIng C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI. FLORIDA 33196 TEL: 786 - 281-6968 TEL: 305-383-5898 lzfrovollisoolkt9A PROJECT NAME ReNn e,c1 PROJECT N e SHEET No. OF A-� SUBJECT ��CW e]Yiric:C C'4i`'�✓J '• ��• �7vc'1, PREPARED BY V-4,01010 CHECKED BY 1 •V • DATE 1 t•-•041.. 2,008 SCALE V1/0.. irr1Cp (VSp 1e- cr. Q• :�ait? VI t w/ e -sd x lyy '�qr • $9,90 ulskt • • • • • .•••• •• • •• • • • • •• • rA.. � 1_ � - .Q 1 lr� Coiewaa. • QVcJ►. ‘46i1101.1 TlarrX `,n 4 CC u cvij\Q N:4cMeLcnk0 to/ GA- 1438 kz 11).4.73 cam. C_108 OQ L. (4.1 Uji.444) • • • • • • • • • • • • ... • NC • • . Ilt FIN E1.00R 1`..�� ' .a� - it °D MATCH EXIST' IN RA n PWAriariaMIIMMOITMIURI • rt ' ii •- • • • •• • • • %.• c .•• • • • • • • • • • O O OW ROOF FRAMING PLAN • /A/10 -49 ENGINEER OF RECORD: • V.M. engdnoeQ6ng C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI. FLORIDA 33196 TEL: 786- 281-6968 TEL: 305-383-5898 PROJECT NAME IAQey% PROJECT No. SUBJECT tX12LD 1.f.100 � PREPARED BY7 DATE II •- O 1 Ia* NE9 . 1st SHE T No. 1! OF ruSti-a CHECKED BY 0 • SCALE YVCI. o Psc �L - 3olr %'1e Dom. 21) Ps c= 11-'w 5U 22' = 2. cvu-c\sa-z) e2.2. uC /G C9-1 .6-7)C I ‘33- �N \, Viz (.5)(.11-z. 5)C.' gZ.73 3 2. 733 33 M • • • • • •. • • 911 (97 • • • • • • •••• •• • • • •• s• • •••• •Z,a.. . • • • • • • •••••• • •••• • • • •• • •• • • • • 35 200, 52.73E -3, • • • • • • • • • • • • • • • • ENGINEER OF RECORD V. M. engthnestrong C. OF' A. No. 27633 11278 S.W. 153rd PLACE MIAMI. FLORIDA 33196 TEL: 788 - 281-6968 TEL: 305-383-5896 PROJECT NAME IkGs1QC;Y)‘lo 1Y1 /800 IQ. 91 PROJECT No. r SHEET No. I OF (1 cocoa SUBJECT 3")(12" cocoa ZT� PREPARED BYE CHECKED BY DATE 11 -•Ciet - Ce SCALE m/Qls 01.(p7) (1(0) _ 733. 1,S. X 73•••SF=D = 0.11 28. 12. •• • 2.s- X 11-2S 2$,12 6.4z GEC• • 0000 • • . • .••. • •• • • • • • •• •• • • • 000000 • • • • • .• • • • • •. • • ...• • •• • .. • ••• • ...... • • • • • ...•• • • .0000. • • • • 00000 • ENGINEER OF RECORD= V.M. C. OF A. No 27633 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33196 TEL: 786-281-6968 TEL: 305- 383 -5896 PROJECT NAME ReCnoeY1 ` V-4 o& 3ObNE ql4 PROJECT N .—�-�—� SHEET No. OF 61 SUBJECT S c Yd.)I-- cx� hOQ L,+�►4� — ��+� PREPARED BYi&O CHECKED BY M DATE it-04 — are SCALE 70J 3 12 t000cc 40 Q 22" dice OVMp, /I% 7.11:1‹.14 . r • 04(4 k.0,7? Bo .3c, so. 3c o-7 4 a . B.) = 4S. 54 s -- • • • •• •• • 1.1.1• • •••• • • •• •• • •• • • • • • • .• •• • 1.11•• • • • •11•.1 • • •• • •• • • • •• •111• • •••• • 111• • • •• • • •• 1• • ••1111 • • • •••••• • • • •1.11 • • .•1.• • • • • • ENGINEER OR RECORD: V. M« engOnc oPBn ] C. OF A. No. 27833 11278 S.W. 153rd PLACE MIAMI. FLORIDA 33196 TEL: 786- 281-6988 TEL: 305-3B3 -5896 a PROJECT NAME R.ell� PROJECT No SUBJECT %1nod L HEET No. 3o \1E c11% O' 't PREPARED BY 't.VW�61W ' CHECKED BY DATE I`- Oi- .227C18) SCALE n d• Act 44 Dc. PSF 97 A5. %4 X — 8 .4q \AS- ••=r:7 &.4(k 7e.49 x (16) = 627.92 # z • • • • • • •• • • • • • • •••• •• • • • • • • •••• • •• •••• • • • • •• •• •••• • VsP 2A ?TEIZ i1• (1?rlf0."cf �oyv��►�3�� ::::• tx)/ 8— 1:14 ,ots).CVA: i\AvZ 8 %04 \t -c\ See kriS catx -I . GL • • • •. • • • • • •• • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WF,ST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.maimidade.gov/buildingcode United Steel Products Company 14305 Southcross Drive # 200 Burnsville, MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami Dade county Product Control Division !hat this:p orruct 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 F1p i l J gild ng C''' including the High velocity Hurricane Zone. • • DESCRIPTION: Wood Connectors Rafter Ties CPRT" Series. •••• ° ° • APPROVAL DOCUMENT: Drawing No.02 -07, titled "RT3 & RT7, RT10 & RT2O, RTES 4R!f16 (Flattop Ties)" sheet 1 through 3 of 3 dated 02/10/07, with no revisions, prepared by United Steel Pti Coniaisy,• signed and sealed by Robert W. Lutz, P.E, bearing the Miami -Dade County Product Contr•Ritewal stafdr ttrith the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County litAltittCControl • Division. °••••. • MISSILE IMPACT RATING: None : • • • ••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state anti. • • • • following statement "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA # 05- 0105.05 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07 -0306.10 Expiration Date: May 02, 2012 Approval Date: June 07, 2007 Page 1 .• • • • • • • • • • • • • RT3 RT7 RT RAFTER TIE SERIES GENERAL NDTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 60% FOR WIND LOAD CONDITION. NO FURTHER 4) ALLOWAABLESLOADDSSWARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER). LL TEST PERFORMED IN ACCORDANCE WITH ASTM D1761. 5) NUMBER OF FASTENERS SHALL BE EQUALLY DIVIDED BETWEEN RAFTER & STUD. 6) NAIL PENETRATION IS ASSUMED TO BE 1 1/2' INTO WOOD. BETWEEN RAFTER & STUD. PRODUCT CODE FASTENERS SCHEDULE — ALLOWABLE LOADS RAFTER/ TRUSS PLATE S STUD DF -L / SYP Ll L2 UPLIFT 8o1 x 1 -1/2 160% 160'!. 160% 160% RT3 (4) 8c1 (4) 8d -- -- 180 140 365 365 RT7 (5) 8d (5) 8o1 -- -- 175 125 505 505 NDTES • 1) L1 ARE LOADS APPLIED PARALLEL TO BEARING WALL 2) L2 ARE LOADS APPLIED PERPENDICULAR TO BEARING WALL, 3) ALLOWABLE LOADS FOR UPLIFT, Li & L2 ARE NOT TO BE COMBINED. • • • • • • .• •• ••• • • • •*•• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• .•• • • • •• • •.•• 4 • •t• ••• • • • • •. • • • • •• • • _ • • •. • • ••• • • • • • ••• • • • • • • • • • • • • • .• •• ••• • • PRODUCT RENEWED es complyiag **Radii Dade cc war= No / - 04.0 ii.. Divisf c Pre<tnct central UNITED STEEL PRODUCTS COMPANY 14305 Southcross Drive. Suit 200. Burnsville, MN 55306 - PH (952) 898 -8661 NAME' RT3 & RT7 (RAFTER TIE) DATE1 02 -10-07 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 SHEET1 1 OF 3 DRAWING NO: 02-07 MDADE rC .4% RT RAFTER TIE SERIES 1 RT15 PRODUCT CODE FASTENERS SCHEDULE - _ - ALLOWABLE LOADS RAFTER/ TRUSS PLATE STUD DF -L / SYP L1 L2 UPLIFT 8d x 1 -1/2 160% 160% 160% 160% RT15 (5) 8d x 1 -1 /2 (5) 8d -- -- 445 255 465 465 • RT16 (8) 8d x 1 -1/2 (8) 8c1 -- -- 540 370 890 890 Al NOTES 1) L1 ARE LOADS APPLIED . PARALLEL TO BEARING WALL 2) L2 ARE LOADS APPLIED PERPENDICULAR TO BEARING WALL. 3) ALLOWABLE LOADS FOR UPLIFT, L1 & L2 ARE NOT TO BE CUMBINED. REV #1 • • • •• ••• • • • IV • • • • •••••••• •• ••• •• • • • • • • • • • • • • • •• • ••• • • • • • • •• •• • ••• • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • •• •• ••• • • • ••• • • PRODUCT RENEWED sec cast pt, whi amt Redd' 9ai/i ;'4g Cede dteri punts N4 0 •, ' i 6. 0 h'dd a �'r�e B * , -:..;,, GENERAL NOTES 2 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 60'/. FOR WIND LOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER, AND MOISTURE CONTENT OF 19% OR LESS. ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 5) PENETRATION IS ASSUMED TO BE 1 1/2' INTO WOOD RAFTER & 1 5/B' OR MORE INTO WOOD PLATE. 6) FOR UPLIFT USE (2) RT15'S ONE ON EACH SIDE FOR COMPLIANCE WITH SECTION 2321.7 F.B.0 UNITED STEEL PRODUCTS COMPANY 14305 South :cross Drive. Sul 200. Bumsvi0e, MN 65306 - PH (952) 808.8859 NAME' RT15 & RT16 (RAFTER TIES) DATE' 02/10/07 ROBERT W. LUT7 PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 J SHEET' 3 OF 3 DRAWING NO' 02 -07 MDADE ENGINEER dr RECORD V. M. enzoneeTling C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33196 TEL: 786-281-6968 TEL: 305-383-5896 PROJECT NAME Re`d'eln 160 ¶E 11�1� PROJECT No. SHEET No �_ OF SUBJECT pa IA0 2 . tlew c�� \ V v PREPARED BY trb--.1-0-0 CHECKED BY DATE 10-20 - Q,Dx3g SCALE N f-kA) loakc f t& V U LL Ca3 ECD e-7 (£ 70 elec‘loc1 ) wc30Q 3o"yr E,Iti%T VA, u3W0 eC ci e b %cep, .ThNi, Qoup - 7sew 1' 0000 • • ••0• Y;)< G cow) (tocAt. \,-6 3too') k • • •• •• . . . • • • • • • • • • • x •••• • • •••• to" (MIN) • •• • • • • • • •••• • • • .• •�YJ• • • • • ... • • • • • • . • • .. .. • • • .. 00 ... • • • 000 • • ENGINEER OF RECORD% V.M. swgOnsoP6ng C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33196 TEL: 786-281-6968 TEL: 305-383-5896 PROJECT NAME SOO Ks 1Is\ • ‘Vttsvmi %s - 1.. PROJECT No. SHEET No. `Z® OF e'fi SUBJECT t_ C * 01)12V y PREPARED BY 1 CHECK DATE 10- Z ) - Zoo er SCALE BY VV cto a AOPSF(PO 10 PsV- Cu) 4---i z 4.7 Pa? C bL) 40 teat. Ck.t.) (.w ) 11= w . (3) ( 3's)z 4. er 'WO F 70 PM, X 10 .: 2&A. zwoY1. B7 Psf X 1C .; 1342Olt • • • • • •• • • • .48ti;•i. • • • • • • • • 2 99••12'r ••• 1 • •• • • • h • • •• • 6 B 125 • •••• • • •••• •• • • • • •• • • • or • • • • • ENGINEER OP' RECORD V.M. sagOnsarOng C. OF' A. No. 27633 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33196 TEL: 788- 281-8988 TEL. 305-383-5898 PROJECT NAME 300 RS. cti 5 • %' Ynt $ U Q 1 . PROJECT No. SHEET No. a 1 OF 4. / SUBJECT 31-- �Cso+l hem Clem PREPARED BY EAUO1 CHECKED BY M•v • DATE It" 20 ZA308 SCALE h! 4+ y INNEf S 55 125 •d•7c40 ?'Ci «« 2.A 000 1T 2X133.33) 5 2S0 \\3 10 24o \\ eLYIAA 4'1 CYY1,1A) 2 /n e'�,n 7 r c2XS VIA] 20 2Cxe�� eY■No %'. V ~ • • •. • • • • ll. {}m ^1` • • • •••• • • ••p•• ••••• • • • •• • .• • •• • •••• • ••• • • •••• • •• • • • • •• • . X 2) -4 10 = 1$tt • ti t`3' `0e/v YWe) 15 x 0.42 vi -42 » .2s emu, 't V 7010e■ e1ec • •• • • • • • • • • • • • • • ENGINEER 8P RECORD V. M. engonsevong C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33196 TEL: 788 -281 -6968 TEL: 305-383-5896 • PROJECT NAME V'Y119•M � • 200 to Qtcl • PROJECT No. SHEET o. IS OF C, SUBJECT 1>e\-64.1 i • 1A% u O.1)•W PREPARED BYE O.O CHECKED BY DATE 10 ^ 20 -- zoo SCALE ty a 34" , 'k►ru 601 �uc)c \e '(Qymo..v► S4 1t-, 4. a 124 Yritiin i t•5" 4 • • • �1 �rr1%�1l •• • • 41 •••• ‘Do1 ' 03041 )sN44 %vor.s-p ••: S" C -tu maavt, t v% Si —o« ( - %at) oPettt •• • Di L_ • • •• •• .1..••• • • • •••• •• • • • • •• • • .• • y:.w •v 7', 7;c y'4 • v • • • • • "°_= • ;t6;f114:4�z °° • • o °° o °° • • • • • • • • • • • • °°° • • • • • °° • • • • • • • • • • • • • °°° • • ENGINEER OF RECORD', V. M. engflutsenta C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33196 TEL: 788-281 -6968 TEL; 305-383-5896 PROJECT NAME SOO NC clI, r. 4)n 1 C. """'ceS • fL PROJECT No. SHE T No. 24 OF Cell SUBJECT Nett) O r1L O�' Cod Old (max. meek . u. PREPARED BY avia DATE 10-20 -2 003 CHECKED BY SCALE n 0. PsF prop eOO F : 4o 430 : 70 Puy X Q = 140 44 SEW VFwOY2. '• 47 PS 4- AU Psr ; 2)7 Psr X 2 = 174 VI w s4 Inv X 94 = 4111 6 - l r (11 —47—azolt • W = 1AD 4 174 4 '4122;:- 0.0/1 (1.1 _ 1 • • •••• • .. • • • • • •• • C) U.) y c)()2 4 S`- Y - •` a Uu LL (1)(a) ? 3 �. z z • • • • • • • • • • • • • • • • ENGINEER OF RECORD: V. M. sagOnseging C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33198 TEL: 786 - 281-8968 TEL: 305-383-5898 PROJECT NAME SC30 tA£. • PROJECT No. SUBJECT NQu clev eut PREPARED BY Ccb.wc" DATE 10 "20 • 2a pr�7Ir y/ , b SHEET No. 2 rr. � OF 4% �. arm CHECKED BY VI SCALE via. woo 44 "'it— two. b¢c , R 1 X 5 tl ast 1,06\kil 4r1 . ‘12. (C)..6) (s)2 � � 6 6 Mx • • • • • • • •• • • ►r Y2) .4.1:44.16C) :10. VII (4.S r X tcsoo �2x2.og) • • • • • • •••• • •• •••. • •• •• •••- t2. is k,� = • • • •. • $12w511, i4)32 b4,4 tal W 21�' s\DAV *ApinIti (sx ). \\). e uEe.V.∎ Ww• • • -••• • • •••• •• • • • • •• • �j/ R QvtTn IS 200:50 c 9' t� 4 € '3 O • 2X 5t20 .: td 1AO > Saoclb • • • • • •• • • • • • ENGINEER OF RECORD: �. M. engOnesTong C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33196 TEL: 788- 281.6968 TEL: 305-383-5896 PROJECT NAME PROJECT No. SHEET No. SUBJECT "14 h 100- P) PREPARED BY r+iocnk. CHECKED BY u DATE 10 -to- 2e)o13 SCALE N./4 26 OF �9 A 'camp 7X7 \t,4u ` X :0\/0,A46.14,, 12jc tl " w Cc` w 4 Atia C ncl, gA Y24 (&4') tovve. VEneytt, c,v 4 as Luzas • • ..*... %oil:6," 66 • fa Ir'IM . . . . • • •• • • • • • •••• • • • • • • •• • .• • • • • .• is -2I -o9 sNiasna &u)C2d' eAnAk 6-6\-‘: (-Cyboit .e.) ENGINEER OP RECORD V. M. C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI. FLORIDA 33196 TEL: 786 -281 -6968 TEL: 305-383-5896 PROJECT NAME ReNs,* e 1 PROJECT No. SUBJECT """( Q,.s�VVN.Y1 PREPARED BY DATE 10 •Zu• G[? tAE SHEET N . '27 OF 41 CHECKED BY �•V' SCALE H� tc3c»e LE arC Q% o . S = 4 ts-o o- 4 6•0% - 3 000 8246A t 8.314 << 1414 11 67-L. •• ••. •• • • • • • • .° •`d • •..• • •• • • • •• •• • • •••• • • • • • • • • • • • • • • • • ENGINEER OF RECORD: V. • angOnewting C. OF' A. No. 27633 11278 S.W. 153rd PLACE MIAMI. FLORIDA 33198 TEL: 786 -281 -6968 TEL: 305 -383 -5898 PROJECT NAME RerA PROJECT No. [[ ( SHE VT No. SUBJECT �.11,„ �S cu.?, PREPARED BY F +Ifld.t7 CHECKED BY /&E q �8 OF DATE IV •'Lu - V SCALE '-`/#6 tea) eawwk" Cr Aes ) ex,tiol-tvzt3 -56" kAA • •••• • • •••• -= acoorE=.7) 000 1).%6 • • • • • •• • -L2Y r �•O iz.'r= • • • • • • • • •• •••• • • •••• • •••• • • •••• •• • • • • •• • 1,cjvt&d i#Sg= 8roo \\D V 17rb4-4- 63`x" <�r�- allow 16 • • • • • • • • • • • • • Nominal Size Thickness Wt. /ft Fy c 0 rn 0 N v 0 0 0. .c c .c rn c 0 0 0 0 w COLUMNS Square structural tubing Allowable concentric Toads in kips 0 6 7 8 9 10 11 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 36 38 40 5/6 9/16 12 3/6 6 /4 59.32 1 54.17 1 48.85 37.60 1 31.84 1. 480 448 441 433 425 417 408 399 389 379 369 358 347 336 324 312 300 287 274 261 247 232 218 203 189 177 155 137 123 110 99 439 409 403 396 389 381 373 365 356 348 338 329 319 309 298 288 276 265 253 241 229 216 203 189 176 165 145 128 115 103 93 397 370 364 358 352 345 338 330 323 315 307 298 289 280 271 261 251 241 231 220 209 198 186 174 162 151 133 118 105 94 85 306 286 281 277 272 267 262 256 251 245 238 232 225 219 212 205 A (in 2) 17.40 15.90 14.40 I (in.4) 153 143 131 r (in.) 2.96 3.00 3.03 B} Becton g 0.455 0.445 0.437 a /106 22.8 21.3 19.6 197 190 182 174 165 157 148 139 130 122 107 95 84 76 68 258 242 238 234 230 226 222 217 212 207 202 197 191 186 180 174 168 162 155 148 141 134 127 120 112 105 92 82 73 65 59 46 ksi 209 196 193 190 187 184 180 173 169 165 160 156 151 147 142 137 132 127 122 116 Properties 11.10 106 3.09 0.420 15.7 9.36 90.9 3.12 0.412 13.5 110 105 99 93 87 76 67 60 54 49 9/16 i 1/2 46.51 378 347 340 333 326 318 309 300 291 282 272 7.59 75.1 3.15 0.404 11.2 261 251 240 228 217 204 192 179 165 152 141 131 122 113 106 Fy = 46 ksi 42.05 93 82 74 66 60 342 314 308 301 294 287 280 272 264 255 246 237 228 218 208 197 13.70 91.4 2.59 0.525 13.7 187 176 164 152 140 130 120 112 104 98 32.59 86 76 68 61 55 264 244 239 234 229 224 218 212 206 200 193 186 179 172 165 157 12.40 84.6 2.62 0.511 12.6 AMERICAN INSTITUTE OF STEEL CONSTRUCTION 149 140 132 123 114 105 98 91 85 79 70 62 55 49 45 5/i6 I 1/4 27.59 122.42 224 207 203 199 195 190 185 180 175 170 165 159 153 147 141 134 9.58 68.7 2.68 0.488 10.2 128 121 114 106 99 91 85 79 73 69 60 53 48 43 39 182 168 165 162 158 155 151 139 135 130 125 120 115 110 105 99 8.11 59.5 2.71 0.477 8.86 94 88 82 76 70 65 61 57 50 44 40 35 32 6.59 49.4 2.74 0.467 7.36 4 -5 BOLTS, THREADED PARTS AND RIVETS Shear A Allowable Toad in kips ton TABLE I -D. SHEAR ASTM Desig- nation inn' ectioe Type Hole Type° F ksi Load- ing` Nomi Diameter d, in. 3 % I V 1 1% 11 13/e 11/2 Area ( on Nominal Diameter) in .2 .3068 .4418 13 .7854 .9940 1.227 1.485 1.767 \ A307 - STD NSL 10.0 S D 3.1 4.4 .0 .0 7.9 15.7 9.9 19.9 12.3 24.5 14.8 29.7 17.7 35.3 SC° Class A STD 17.0 S D 5.22 10.4 7.51 5.0 h 0.2 0.4 13.4 26.7 16.9 33.8 20.9 41.7 25.2 50.5 30.0 60.1 OVS, SSL 15.0 S D 4.60 9.20 6.63 3.3 9.02 18.0 11.8 23.6 14.9 29.8 18.4 36.8 22.3 44.6 26.5 53.0 LSL 12.0 S D 3.68 7.36 5.30 0.6 7.22 14.4 9.42 18.8 11.9 23.9 14,7 29.4 17.8 35.6 21.2 42.4 N STD, NSL 21.0 S D 6.4 12.9 9.3 8.6 '12.6 425.3 16.5 33.0 20.9 41.7 25.8 51.5 31.2 62.4 37.1 74.2 X STD, NSL 30.0 S D 9.2 18.4 3.3 26.5 X18.0 .1 23.6 47.1 29.8 59.6 36.8 73.6 44.5 89.1 53.0 106.0 A490 SC° Cl A ss A STD 21.0 S D 12.9 18.6 12.6 25.3 16.5 33.0 20.9 41.7 25.8 51.5 31.2 62.4 37.1 74.2 OVS, SSL 18.0 S D 5.52 11.0 7.95 15.9 10.8 21.6 14.1 28.3 17.9 35.8 22.1 44.2 26.7 53.5 31.8 63.6 LSL 15.0 S D 4.60 9.20 6.63 13.3 9.02 18.0 11.8 23.6 14.9 29.8 18.4 36.8 22.3 44.6 26.5 53.0 N STD, NSL 28.0 S D 8.6 17.2 12.4 24.7 16.8 33.7 22.0 44.0 27.8 55.7 34.4 68.7 41.6 83.2 49.5 99.0 X STD, NSL 40.0 S D 12.3 24.5 17.7 35.3 24.1 48.1 31.4 62.8 39.8 79.5 49.1 98.2 59.4 119.0 70.7 141.0 .6 ip A502 -1 - STD 17.5 S D 5.4 10.7 7.7 15.5 10.5 21.0 13.7 27.5 17.4 34.8 21.5 42.9 26.0 52.0 30.9 61.8 A502-2 A502 -3 STD 22.0 D 13.5 19.4 26.5 34.6 43.7 54.0 65.3 77.7 I-- A36 (F„ =58 ksi) N STD 9.9 S 3.0 4.4 11.9 15.6 19.7 24.3 29.4 35.0 X STD 12.8 S D 3.9 7.9 5.7 11.3 7.7 15.4 10.1 20.1 12.7 25.4 15.7 31.4 19.0 38.0 22.6 45.2 (,= k i) (F� 65 ksi) N STD 11.1 D S 3.4 6.8 4.9 9.8 6.7 13.3 17.4 22.1 27 2 33.0 39 2 X STD 14.3 S D 4.4 8.8 6.3 12.6 8.6 17.2 11.2 22.5 14.2 28.4 17.5 35.1 21.2 42.5 25.3 50.5 A588 (F„ =70 ksi) N STD 11.9 S D 3.7 7.3 5.3 10.5 7.2 14.3 9.3 18.7 11.8 23.7 14.6 29.2 17.7 35.3 21.0 42.1 X STD 15.4 S D 4.7 9.4 6.8 13.6 9.3 18.5 12.1 24.2 15.3 30.6 18.9 37.8 22.9 45.7 27.2 54.4 °SC = Slip critical connection. N: Bearing -type connection with threads included in shear plane. X: Bearing -type connection with threads excluded from shear plane. °STD: Standard round holes (d + 1 /,e in.) OVS: Oversize round holes LSL: Long - slotted holes normal to load direction SSL: Short- slotted holes NSL: Long -or short- slotted hole normal to Toad direction (required in bearing -type connection). `S: Single shear D: Double shear. For threaded parts of materials not listed, use F,. = 0.17F„ when threads are included in a shear plane, and F„ = 0.22F„ when threads are excluded from a shear plane. To fully pretension bolts 11/4-in. dia. and greater, special impact wrenches may be required. When bearing -type connections used to splice tension members have a fastener pattem whose length, measured parallel to the line of force, exceeds 50 in., tabulated values shall be reduced by 20 %. See AISC ASD Commentary Sect. J3.4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION Anchoring Systems Kwik Bolt 11 Expansion Anchor 1■■11`TI Carbon Steel Kwik Bolt 11 A e Lads in Concrete 4.3.3 pity Anchor Diameter in. (mm) Embedment Depth in. (mm) 000 psi (13.8 a) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Ten Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) 11/8 270 430 330 430 380 430 470 430 (29) (1.2) (1.9) (1.5) (1.9) (1.7) (1.9) (2.1) (1.9) 1/4 2* 560 590 630 (6.4) (51) (2.5) 530 (2.6) 530 (2.8) 530 670 530 33/4* 670 (2.4) 670 (2.4) 670 (2.4) (3.0) (2.4) (95) (3.0) (3.0) (3.0) 15/8 530 990 650 1040 750 1100 850 1100 (41) (2.4) (4.4) (2.9) (4.6) (3.3) (4.9) (3.8) (4.9) 3/8 2 %* 1200 1290 1370 (9.5) (64) (5.3) 1470 (5.7) 1470 (6.1) 1470 1550 1470 414* 1330 (6.5) 1390 (6.5) 1440 (6.5) (6.9) (6.5) (108) (5.9) (6.2) (6.4) 21/4 1170 1940 1310 1970 1450 1970 1730 1970 (57) (5.2) (8.6) (5.8) (8.8) (6.4) (8.8) (7.7) (8.8) 1/2 - 3' /2• 1870 2130 2400 (12.7) (89) (8.3) 2450 (9.5) 2450 (10.7) 2450 2800 2450 6* 2080 (10.9) 2310 (10.9) 2530 (10.9) (12.5) (10.9) (152) (9.3) (10.3) (11.3) _ • 23/4 1600 3070 1870 3070 2130 3070 • 2670 • • • • 307%,, (70) (7.1) (13.7) (8.3) (13.7) (9.5) (13.T)• : (11.9) 4 (13.7) •••••• 5/a 4** 2400 2850 3290 • • • • (15.9) (102)1. (10.7) 3840 (12.7) 3840 (14.6) SAW • • 4190 • 384Q .. 7** 3200 (17.1) 3470 (17.1) 3730 (47.1)••• (1$t ). .. _ (17.11 ••• • ••• (178) (14. � (15.4) (16.6) _ • ;_ • imam 3' /4 970 4140 2320 4140 2670 41itb.. • 32U0 . • • 4144.. (83) (8.8) (18.4) (10.3) (18.4) (11.9) u $.4)... - (14.2) • (18.4) 3/4 43/4** 2930 4130 4800 • • • 5870 • III. • • • (19.1) (121) (13.0) 5120 (18.4) 5120 (21.4) 1120. • . (26.1• • 1 512Q .. 8** 4000 (22.8) 4930 (22.8) 5870 (221) . B- 3Q !0 • (22.81 (203) 17.8) (21.9) (26.1) (28.f). • 4' /z 4050 7600 4670 8140 5070 333 - 070 (114) (14.8) (31.4) (18.0) (33.8) (20.8) (36.2) (22.6) 1 6 4930 6000 7070 8400 9200 (25.4) (152) (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) 9 6670 (40.9) 7670 (40.9) 8670 (40.9) 10670 (229) (29.7) ( 34.1) (38.6) (47.5) Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 20 %. Shear Through The Threads Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear value by 12 %. Shear Through The Bolt Body • • • • •• • • .• •• • • •• • •• • All other values shown are for shear plane acting through either body or threads. 120 Hilti Product Technical Guide 2001 • Hifti U.S.: 1-800-879-8000 / www.us.hilti.com • Hilti Canada 1- 800 -363 -4458 / www.ca.hilti.com S1M200301-R2 Used for Florida State Wide Product Approval # FL1423 Products on this Report which are approved: Product Florida # Product Florida # DSP FL1423.1 HTSM16 FL1423.11 H14 FL1423.2 HTSM20 FL1423.12 H16 FL1423.3 LGT2 FL1423.13 H16-2 FL1423.4 LTA1 FL1423.14 H16-2S FL1423.5 MGT FL1423.15 H16S FL1423.6 MTS24C FL1423.16 H8 FL1423.7 MTS28C FL1423.17 H8Z FL1423.7 MTS30C FL1423.18 HGA10KT " FL1423.8 MTSM16 FL1423.19 • . HGAM10KTA FL1423.9 MTSM20 FL1423.20 • • . • HM9KT FL1423.10 SSP FL1423.21 • • • • • • SIMPSON Strong-Tie TM SIMPSON STRONG -TIE COMPANY, INC • • 32/61 • • • • .... .. • • • • • • .... • .. .. .• •• •• •••• • • • • • • • • •••• • • • • •••• • • ••• ••• ••• • • • • • • •• • • Jax Apex Technology, Inc. 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 All products listed in this report are currently approved for state use under the provisions of Florida Product Approval Rule 9B -72 and /or 61G15 -36. Reference product approval number FL1423. All substantiating data submitted for the original application has been reviewed for compliance with the 2004 Florida Building and Residential Codes. Evaluation reports are the opinion of the engineer who prepared the report, based on the findings, and in no way constitute or imply approval by a local building authority. The engineer, in review of the data submitted, finds that, in his opinion, the product, material, system, or method of construction specifically identified in this report conforms with or is a suitable alternate to that specified in the Florida Building Code, SUBJECT TO THE LIMITATIONS IN THIS REPORT Jeffrey P. Arneson, P.E., a licensed Florida professional engineer and employee of Jax Apex Technology, Inc. (Apex Technology) has reviewed the data submitted for compliance with the Florida Building Code. Neither Jeffrey P. Arneson, nor Apex Technology, are responsible for any errors or omissions to any documents, calculations, drawings, specifications, tests, or summaries prepared and submitted by the design professional or preparer of record who are listed in the Substantiating Data section of this report. REPORT NO.: SIM200301 -R2 EXPIRES: October 1St, 2008 CATEGORY: Metal Connectors SUBMITTED BY: SIMPSON STRONG -TIE COMPANY, INC. 4120 DUBLIN BLVD., SUITE 400 DUBLIN, CA 94568 1. CERTIFICATION OF INDEPENDENCE: • • • • • • • •• • • • • • • .... .• • • • • • • •••• • • • •• •••• • • •• •• •••• • • • • • • • • • • •••• • . • •••• • • • • . • • •• • • • . • •• • Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing, sales, or distribution of the products included in this report. Jeffrey P. Arneson and Apex Technology comply with all criteria as stated in Florida Administrative Code Chapter 9B- 72.110. 2. PRODUCT NAME Truss to Wall Connectors H8, H14, MTS24C, MTS28C, MTS30C, H16, H16S, H16 -2, H16 -2S, MTSM16, MTSM20, HTSM16, HTSM20, HM9, HGA10, HGAM10, LTA1 Truss /Girder Tiedowns LGT2 and MGT Stud to Plate Connectors SSP and DSP Page 1 of 10 Simpson Strong -Tie 3. SCOPE OF EVALUATION Load Evaluation as a Structural Component using the requirements of the Florida Building Code 4. DESCRIPTION: 4.1 H8 Hurricane Tie. The H8 is used to anchor wood trusses or rafters to wood top plates, wood top plates to studs, and studs to bottom plates. They can be used to resist uplift loads from wind or other loading. It is installed with 10- 10dx1W nails. Allowable loads are shown in Table 1. The H8 is manufactured from 18 gauge steel meeting ASTM A-653 SS Grade 40. It is coated with a G90 galvanized finish. 4.2 H14 Hurricane Tie. The H14 is used to anchor wood trusses or rafters to wood top plates, beams, or other wood member. It is used to resist uplift uplift, lateral and shear loads from wind or other loading. It is installed to a top plate by wrapping the pre -bent flange under the top plate and nailing to the face of the top plate with 12 8d common nails and placing one nail in one of the three nail holes on the bottom of the top plate. It can be installed to a beam by un- bending and nailing to the beam with 15 8d common nails. It fastens to the truss or rafter with 12 8dx 1'h" nails. Allowable loads are shown in Table 1. The H14 is manufactured from 18 gauge steel meeting ASTM A -653 SS Grade 40. It is coated with a G90 galvanized finish. 4.3 MTS24C, MTS28C, and MTS30C Twist Strap. These Twist Straps are used to anchor wood trusses or rafters to wood top plates, wood top plates to studs, and other applications requiring uplift anchorage. They can be used to resist uplift from window • • • other loading. The C denotes that the twist is in the center of the strap..7+ ey are . • installed with either 14 -10d common nails or 14- 10dx1'/2" nails. Allow Lp ds a e • • • • shown in Table 1. The MTS24C, MTS28C, and MTS30C are manufactioN4 from 16 gauge steel meeting ASTM A-653 SS Grade 33. They are coated with p.G90 • galvanized finish. • • • ••• • • •• 4.4 HGA10 Heavy Gusset Angle. The HGA10 is used to anchor wood'tcusses, • .... • rafters, or beams to wood walls. The HGA10 fastens to the truss, rafteq.orbeam with. Simpson 1/4 X 1'h" SDS screws (provided with the part), and fastens top thewe' with. ••. Simpson Y. X 3" SOS screws (provided with the part). Allowable load9 are shown IR • • • Table 1. The HGA10 is manufactured from 14 gauge steel meeting A 'M A-653 • • • Grade 33. It is coated with a G90 galvanized finish. • • • 4.5 H16 , H16S, H16 -2, H16 -2S Hurricane Tie. The H16, H16S, H16-2, and H16-2S are used to anchor wood trusses or rafters to wood top plates. The H16 and H16 -2 can also be used to anchor wood trusses to masonry or concrete walls. These connectors wrap over the top of the rafter or truss. For wood wall applications, the straps are then wrapped under the top plate and nailed to the face of the top plate with 4 -10dx 1' /W "nails and to the bottom of the top plate with 6- 10dx11/2» nails. For masonry or concrete wall applications, the straps are fastened to a masonry wall with 1/1x21/1" Titen Masonry Screws, or a concrete wall with 14x 13/4° Titen Masonry Screws. Allowable loads are shown in Tables 1 and 2. These connectors are manufactured from 18 gauge steel meeting ASTM A -653 SS Grade 40. They are coated with a G90 galvanized finish. Page 2 of 10 Simpson Strong -Tie 34/0 • • • • • • • • • • • 4.6 MTSM16 and MTSM20 Twist Straps for Wood to Masonry. The MTSM16 and MTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The MTSM fastens to the wood member with 10dx11/2" or 10d common nails, and fastens to the wall with either' /4x2'/4° Titen Masonry Screws for a masonry wall, or '/4x13/4° Titen Masonry Screws for a concrete wall. Allowable loads are shown in Table 2. These connectors are manufactured from 16 gauge steel meeting ASTM A-653 SS Grade 33. They are coated with a G90 galvanized finish. 4.7 HTSM16 and HTSM20 Twist Straps for Wood to Masonry. The HTSM16 and HTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HTSM fastens to the wood member with 10dx11/2" or 10d common nails, and fastens to the wall with either %x21/4" Titen Masonry Screws for a masonry wall, or '/4x13/4" Titen Masonry Screws for a concrete wall. Allowable loads are shown in Table 2. These connectors are manufactured from 14 gauge steel meeting ASTM A -653 SS Grade 50, Class 1. They are coated with a G90 galvanized finish. 4.8 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HM9 fastens to the wood member with Simpson 1/ X 11/2" SDS screws (provided with the part), and fastens to the wall with either 14x21/4" Titen Masonry Screws for a masonry wall, or 1/4x13/4" Titen Masonry Screws for a concrete wall. Allowable loads are shown in Table 2. The HM9 is manufactured from 18 gauge steel meeting ASTM A-653 SS Grade 33. It is coated with a G90 galvanized finish. 4.9 HGAM10 Light Girder Tiedown. The HGAM10 is used to anchor wood truss's, rafters, or beams to masonry or concrete walls. The HGAM10 fasten %to the wood member with Simpson' X 11/2" SOS screws (provided with the part), 9pd'fa5tens tip the,, wall with' /4x2%" Titen Masonry Screws. Allowable loads are shown in lak 2. TD 2• • • • HGAM10 is manufactured from 14 gauge steel meeting ASTM A -653 SSGiade 33. It.is • • coated with a G90 galvanized finish. • • • • • • • • • • • • • •••• • .. 4.10 LTA1 Lateral Truss Anchor. The LTA1 is used to anchor wood'trwsses, rafters• • or beams to masonry or concrete walls. The LTA1 fastens to the wood•mefnber with• • • • 3 / � • • • 10dx11/2" or 10d common nails and has legs which are embedded intvthemall system. • Allowable loads are shown in Table 2. The LTA1 is manufactured from 18 gauge peel • • meeting ASTM A -653 SS Grade 33. It is coated with a G90 galvanized figish. • • • • • • .. • .. . • • • • 4.11 LGT2 Light Girder Tiedown. The LGT2 is used to anchor a two -ply wood tales • or beam (3" wide) to a wood or masonry wall. The LGT2 fastens to the wood truss or beam with 16 -16d sinker nails. It attaches to wood studs beneath with 14 -16d sinker nails, to a masonry wall beneath with 7- 1/4x2 %" Titen Masonry Screws, or to a concrete wall beneath with 7- 1/4x13/4" Titen Masonry Screws. Allowable Toads are shown in Table 3. The LGT2 is manufactured from 14 gauge steel meeting ASTM A -653 SS Grade 50, Class 1. It is coated with a G90 galvanized finish. 4.12 MGT Medium Girder Tiedown. The MGT is used to anchor a multiple -ply wood truss or beam (3" minimum width) to a wood or masonry wall. The MGT fastens to the wood truss or beam with 22 -10d common nails. A minimum of six nails must be into the face of the truss adjacent to the MGT. A minimum of four nails must be into the top of the truss. The base of the MGT attaches to a single %" diameter anchor bolt or rod. For masonry construction, this %" anchor must be designed by the building designer to provide at least as much anchorage as is required of the MGT. For wood frame construction, this %" anchor may be a length of all thread rod that is attached to an Page 3 of 10 Simpson Strong -Tie anchor fastened to the studs beneath the girder. This anchor must provide at least as much anchorage as is required of the MGT. For example, a Simpson Strong -Tie PHD5 Holdown attached to multiple studs below of at least Spruce -Pine -Fir lumber will provide anchorage equivalent to the anchorage of the MGT to the truss. The stud to which the anchor is attached must be anchored to the foundation in such a manner as to transfer this uplift to the foundation. Allowable loads are shown in Table 3. The MGT is manufactured from 12 gauge steel meeting ASTM A -653 SS Grade 50, Class 1, coated with a G90 galvanized finish. The washer in the seat is %" plate steel that meets the provisions of ASTM A -36. 4.13 SSP and DSP Stud to Plate Connectors. The SSP and DSP are stud to plate connectors used to connect studs to either the top plates at the top or the sill plate at the bottom. The SSP is used to connect a single stud to the plate(s), and the DSP is used to connect two studs to the plate(s). They can be used to resist uplift loads from wind or other loading. They are installed with 10dx1'/" or 10d common nails. The number of nails and the allowable loads depend on the specific application. Allowable loads are shown in Table 4. The SSP and DSP are manufactured from 18 gage steel meeting ASTM A -653 SS Grade 40. They are coated with a G90 galvanized finish 5. MATERIALS 5.1 Steel. Steel specifications for each product listed in this evaluation report shall be as indicated in the previous section. 5.2 Wood. Wood members to which these connectors are fastened shall be solid, sawn lumber, glued - laminated lumber, or structural composite lumber Liavirw • dimensions consistent with the connector dimensions shown in Tables"tt frot gh 4.. • •' Unless otherwise noted, lumber shall be Southem Pine or Douglas Fir.6arrhhavint'd "' • minimum specific gravity of 0.50. Where indicated by SPF, lumber shall be.Spruce- • • • Pine -Fir having a minimum specific gravity of 0.42. • • • • • • • • • • • • • • •••• • •• • 5.3 Nails and Bolts. Unless noted otherwise, nails shall be common•nails •Nails shell•. • comp y with ASTM F 1667 and shall have the minimum bending yields rengths Fb:• ••• • • • •••• Common Nail Nail Shank Diameter Minimum Compressive Strength • Pennyweight (inch) F- (psi ' 10d 0.148 90,000. •' • 16d 0.162 90,000 .. . •••• • • • • • Fasteners for galvanized connectors in pressure - preservative treated wood shall be- hot- dipped zinc coated galvanized steel. Fasteners for stainless steel connectors shall be stainless steel. 5.4 Concrete /Masonry. Concrete and Masonry design specifications shall be the stricter of the specifications by the engineer of record, the Florida Building Code minimum standards, or the following: Material Specification Minimum Compressive Strength Concrete, f c - 2500 psi Masonry, fm ASTM E447 1500 psi Masonry Unit ASTM C90 1900 psi Mortar ASTM C270 Type S 1800 psi (or by proportions) Grout ASTM C476 2000 psi (or by proportions) Page 4 of 10 Simpson Strong -Tie • • 37/61 6. INSTALLATION Installation shall be in accordance with this report and the most recent edition of the Simpson Strong -Tie Wood Construction Connectors catalog. The Information in this report supersedes any conflicting information between information provided in this report and the catalogue. 7. SUBSTANTIATING DATA Test data submitted by Testing Engineers inc. and Product Testing, Inc., and signed and sealed calculations performed by Jeremy Gilstrap,P.E., performed in accordance with the 2004 Florida and Residential Building Codes. 8. FINDINGS Upon review of the data submitted by Simpson Strong -Tie, it is my opinion that the models as described in this report conform with or are a suitable altemative to the standards and sections in the 2004 Florida Building and Residential code editions listed in section 10 of this report, subject to the limitations below. Maximum allowable loads shall not exceed the allowable Toads listed in this report. 9. LIMITATIONS: 1. Maximum allowable loads shall not exceed the allowable Toads listed in this report. Allowable loads listed in this report are based on allowable stress design. The• Toads in this report are not applicable to Load and Resistance Factor Design. • 2. Capacity of wood members is not covered by this report. Capacity pf tvc>pd • • • members must be checked by the building designer. • • 3. The anchorage of the MGT to masonry or concrete wall is not covered by this • report. Anchorage must be designed by the building designer. •••• • • • • 4. Allowable Toads for more than one direction for a single connection rastftot be adaod • • together. A design Toad that can be divided into components in theKtipeotions gibree• must be evaluated as follows: • • • • •••• Design Uplift/Allowable Uplift + Design Lateral Parallel to PlattAtir;able • • Lateral Parallel to Plate + Design Lateral Perp. to Plate /Allowable Lateral •••••, Perp. to Plate < 1.0 •••• • • • • • •• • •• • • • • • • 10. CODE REFERENCES • • • Florida Building Code 2004 Edition Section 104.11 Alternate Materials and Methods Chapter 1714.2 Load Test Procedure Specified Chapter 21 Masonry Chapter 22 Steel Chapter 23 Wood Florida Residential Code 2004 Edition R101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood Page 5 of 10 Simpson Strong -Tie 3 /tcj 11. ALLOWABLE LOADS The tables that follow reference the allowable loads for the aforementioned products. TABLE 1 ALLOWABLE UPLIFT LOADS FOR TRUSS TO WOOD WALL CONNECTORS Model No. Ga. Fasteners Southern PinelDougas Fir -Land Allowable Uplift Loads Spruce -Pine -Fir Allowable Uplift Loads To Trusses/ Rafters To Plates To Studs (1331160) (133'60) H8 18 5- 10dx1'/ 5- 10dx11h - 795 565 H84 18 - 5- 10dx1' /s 5- 10dx1% 795 565 H145 18 0 12- 8dx1' /2 13-8d - 1465 (SP Only) - 6 12 -8dx1% 15-8d - 1435 (SP Only) - MTS24C° 16 7- 10dx1% 7- 10dx1%2 - 1000 860 MTS28C° 16 7- 10dx1'% 7- 10dx1% - 1000 860 MTS3OC° 16 7- 10dx1% 7- 10dxl% - 1000 860 HGA10' 14 4- SDS %C1'/ 4- SDS %.X3 - 435 375 H160 18 2- 10dx1% 10- 10dx1% - 1400 1205 H16S0 18 2- 10dx1% 10- 10dx1% - 1400 1205 H16 -26 18 2- 10dx11/ 10- 10dxl% - 1325 1140 H16 -2S0 18 2- 10dx1% 10- 10dx1' /s - 1325 1140 Notes: 1. Loads include an increase 33% or 60% for wind loading where permitted by the code for fasteners in wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govem. 2. Allowable Toads are for one anchor. A minimum rafter thickness of 2W is required when H8 connectors are installed on each side of the truss and on the same side of the plate. 3. Hurricane ties are shown installed on the inside of the wall for clarity. Installation on the outside of the wall is acceptable. For installation of H16 series on the outside of the wall, a minimum 15/32" wood structural pan$, . • ; • sheathing with 1-8d nail between straps to top plate is required. For a continuous Toad patty tru�9to top plate and top • plate to stud connections must be on the same side of the wall. • • • • • • 4. H8 will achieve 310 pounds uplift when connecting a stud to a single bottom plate. Install 5-81441,18 1,18 nailsr Stmt! • • and 4- 10dx1W nails to bottom plate. • • • 5. H14 loads are for Southern Pine lumber only. H14 allowable Ft Toad 560 lbs. (133/160 for SP), allowable F2 load 270 • lbs. (133/160 for SP). • • • • • 6. MTS24C, MTS28C, MTS30C can be attached directly to the studs provided the (7) nails are tufted to the stud 9nd • • not split over the stud and the top plate. •••• 7. HGA10 allowable F1 load shall be 1105/1165 Ibs (133/160 for DFUSYP) & 645/775 Ibs (133/48Ofor SFP) ,arui.. • allowable F2 load (133/160) shall be 940 lbs (DFL/SYP) & 815 lbs (SPF). • • 8. H16 is pre - sloped at a 5:12 pitch and can be used on pitches from 3:12 to 7:12. Minimum heel tleitt for H1g rjies • is 4° HU I Typicaj installation 4 41SC • • tastalratiaa ! conneegiipg truss totop•plate • • to daadlfe 1 2x header 1 • • • • H8 attaching rafter to double top plates Depending on heel height. strap array wrap to back of plate. Install 4- 10611/4 to t- Install 6 -16dat !'z to race of 2x inside edge or 21 Dependiq °It heel height, strap may wrap to back of plate_ 0 H14 lastalta/km 1 to dandlle tap plates 1100:611711014 70 PIKES. Fill ONE OF 1HIa; POLES 10 P74 H16-2 InsnN 1 -10de) 1/2 to inside edge ol Ze Install 6. tedx t 1 to lace of to TABLE 2 ALLOWABLE UPLIFT LOADS FOR TRUSS TO MASONRY ORCONf iEIEWALL CONNECTORS Model Ga Length ) Fasteners Southern Pine/Douglas Fir -Larch Allowable Uplift Spruce-Pine-Fir Allowable Uplift Loads Truss/Rafter CMU (Titan) Concrete (Titan} (133(160) (1331160) H16 18 18% 2- 10dx1% 6-%x 21/4 66 -'/x1% 1470 1265 H16-2 18 18% 2 -10dx 1 % 6- %x2% 6-%x1% 1470 1265 MTSM16 16 16 7 -10d 4 - %x2% 4- %x1% 815 755 MTSM20 16 20 7 -10d 4 %x2% 4- ' /sx1% ( 875 755 HTSM16 14 16 8 -10d 4- %x2% 4-%x1%< 1175 1010 HTSM20 14 20 10-10d 4- '/"x2'/" 4'/x1%" 17 1010 HM9' 18 - 4- SDS1/4X1'% 5- %x2% 5- 1/4x1% 805 690 HGAM10" 14 - 4-SDS1/4X1 %s 4-%x2% 4-%x2% 850 850 LTA1' 18 - 12- 10dx1 %x Embed Embed 1420 1220 Notes: 1. Loads include an increase 33% or 60% for wind loading where permitted by the code for fasteners in wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govem. 2. Allowable loads are for one anchor. A minimum rafter thickness of 2W is required when H8 connectors are installed on each side of the truss and on the same side of the plate. 3. HM9 allowable F1 load shall be 635 Ibs (DFUSYP) & 545 lbs (SFP) , and allowable F2 load shall be 200 lbs (DFUSYP) & 170 Ibs (SPF). 4. HGAM10 allowable F1 load shall be 1005 lbs (DFUSYP) & 870 lbs (SFP), and allowable F2 load shall be 1105 lbs (DFUSYP) & 950 Ibs (SPF). 5. LTA1 allowable F1 load shall be 485 Ibs (DFUSYP) & 415 lbs (SFP), and allowable F2 load shall be 1425 lbs (DFUSYP) & 1225 lbs (SPF). All loads are based on bond beam construction with a minimum of (1)W5 • reinforcement. • 6. Allowable Toads for the HGAM10 are for one connector. A minimum rafter thickness of 2 i" must be.used • .' when framing anchors are installed on each side of the joist and on the same side of tlye, p1a1p • 1116 installed into Concrete Typical MTSMIHTSM Application • •. • •• • • • • • • •• •••• M+ stuce " � . • harrier 4 • •� • not shown d • , ry • • • • • • • • • • ••• • .••. • • •• • • • Moisture Laurier net shown HUN le Page 7 of 10 Simpson Strong -Tie TABLE 3 ALLOWABLE UPLIFT LOADS FOR GIRDER CONECTORS Model No. Ga. Fasteners Southern Pine/Douglas Fir- Larch Allowable Uplift Loads (133/160) Spruce-Pine- Fir Allowable Uplift Loads (133/160) Girder Wood Studs or Framing QvLJ Cortaete LGT2 (Wood) 14 16-16d Sinker 14-16d Sinker - 2050 1765 LGT2 (Masonry) 14 16-16d Sinker - 7- %x21/4 Tken Screw 7 -% /4x1% Titen Screw 2150 1850 MGT (Wood) 12 22 -10d 1 -%" anchor - - 3965 3090/3275 MGT (Masonry) 12 22 -10d - 1 -W anchor 1-% anchor 3965 3090/3275 Notes: 1. Loads include an increase 33% or 60% for wind loading where permitted by the code for fasteners in wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce Toads where other loads govem. 2. Attached members must be designed to resist applied loads. 3. For MGT application to wood framed wall, provide equivalent anchorage to wood framing to provide resistance to applied load on the MGT. Provide continuous load path to the foundation. For MGT application to masonry/concrete wall, provide 3/e" anchor designed by building designer to provide resistance to applied load on the MGT. Provide continuous load path to foundation. LGT2 Application to Wood Framing LGT2 Application to Masonry Page 8 of 10 Install a minimum at 6 -1Od nails into the face Smut( a F- minimum of 1-10d avails ttG he tap Typical MGT Installation with PH05 • • • • • 447 61 • •. • • •••• •• • • • • • • • • •••• • •• • • •••• • • • • •• •• •••• • •• • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • •• • Install a minimum f— of 4-10d tugs into the top MGT Application to Masonry Install a minimum of 8-10d pinto the tee Moistn Simpson Strong -Tie TABLE 4 ALLOWABLE UPLIFT LOADS FOR STUD TO PLATE CON•ECTORS Model No. Ga. Dimensions Fasteners Allowable Uplift Loads (133/160) W (in.) L (in.) Studs Double Top Plates Single Sill Plate Double Top Plates Single Sill Plate SP/DF/SPF SP SSP 18 1% 611 /16 4- 10dX1' z 3-10dx1% - 350 - - 1- 10dx1% - 420 4-10d 3-10d - 435 - - 1 -10d - 455 DSP 18 2% 611 /16 $- 10dx1' z 6- 10dx1.4 - 775 - 2 -10dxl % 660 8-10d 6-1- 825 - - 2 -10d - 825 Notes: 1. Loads inc ude an increase 33% or 60% for wind loading where permitted by the code for fasteners in wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. SSP and ASP connectors achieve different loads depending on whether full length nails or 1W long nails are used, and whether connector is used to fasten stud to top plates or sill plate. DSP /SSP -Sill plate installation -fill all round holes DSP /SSP -Top plate installation -fill all round and triangle holes Typical SSP Installed to Top Plate Typical DSP Installed to Top Plate Page 9 of 10 Typical SSP Installed to Sill Plate • • 4s/ .. .. • • • • • ••• • .. • • .. .. • . • • • Typical!..' DSP Installed to Sill Plate • • • • .... • • • • .... • • .. • • • • • • .. • Simpson Strong -Tie 12. IDENTIFICATION Each connector covered by this report shall be stamped with the manufacturer's name and/or trademark and the product name. 13. PERIOD OF ISSUANCE The content of this report expires on October 1 st, 2008. For information on this report, contact Apex Technology. 9041821 -5200 IViO1i � ‘ IF •.i ' • • • • • • • • • • •• • • •••• •• • • • • • • • • •••• • •• • • • • • • • • • • •• •• •••• • • • • • • •••• • • • •• • • •••• • • • • • •• • •• • • • • • • •• • Page 10 of 10 Simpson Strong -Tie TABLE 23- III -B -1 TABLE 23- III -B -2 1997 UNIFORM BUILDING CODE TABLE 23- III -B -1 -BOLT DESIGN VALUES (Z) FOR SINGLE SHEAR (Two Member) CONNECTIONS1'2,3 (For sawn lumber with both members of identical species) THICKNESS BOLT DIAMETER D (inches) G =0.55 SOUTHERN PINE G =0.50 DOUGLAS RR-LARCH G =0.42 SPRUCE - PINE -FIR MAIN MEMBER Im SIDE MEMBER Is (inches) (Inches) Zit lbs. Zs Zn y lbs. Z11 lbs. 4, lbs. Z, y lbs. ZII lbs. Z y lbs. 4,1 lbs. x 25.4 for mm x 4.45 for N 11/, 11 /, 1/2 530 330 330 480 300 300 410 240 240 •440• • $30• • 900 • •570• 1,050 ` • ' • • 5/8 660 400 400 600 360 360 510 290 290 640 830 900 970 1,050 3/4 800 460 460 720 420 420 610 340 340 830 900 970 1,050 7/g 930 520 520 850 470 470 710 380 380 1,570 2,160 2,880 3,530 n_.. r\ 830 900 970 1,050 1 1,060 580 580 970 530 530 810 430 430 31/2 11 /2 1/2 660 400 470 610 370 430 540 320 370 5/8 940 560 620 880 520 540 780 410 430 3/4 1,270 660 690 1,200 590 610 1,080 450 480 7/8 1,680 720 770 1,590 630 680 1,340 490 540 1 2,010 770 830 1,830 680 740 1,530 530 591) 51/, 11 /2 5/8 940 560 640 880 520 590 780 410 520 3/4 1,270 660 850 1,200 590 790 1,080 450 690 7/8 1 1,680 2,150 720 770 1,090 1,190 1,590 2,050 630 680 980 1,060 1,440 1,760 490 530 760 831; 71/2 11/, 5/8 940 560 640 880 520 590 780 410 52i 3/4 1,270 660 850 1,200 590 790 1,080 450 6 7/8 1,680 720 1,090 1,590 630 1,010 1,440 490 89E 1 2,150 770 1,350 2,050 680 1,270 1,760 530 1.11 1Tabulated lateral design values (Z) for bolted connections shall be multiplied by all applicable adjustment factors see Drvrsron III, Part I). 2Tabulated lateral design values (Z) are for "full diameter" bolts with a bending yield strength (Fyb) of 45,000 psi (310 N /mm2). 3For other species and configurations, see Division III, Part I. TABLE 23- III -B -2 -BOLT DESIGN VALUES (For sawn lumber FOR DOUBLE SH II membe • • • (Three Member) CONtNE q TIONS1 '2? • • • • • • entical species) • .•• 1Tabulated lateral design values (Z) forbo ted connections shall be multip ied by all applicable adjustment factors (see Drvrson III, 2Tabulated lateral design values (Z) are for "full diameter" bolts with a bending yield strength (Fyb) of 45,000 psi (310 N /mm2). 3For other species and configurations, see Division III, Part I. 2 -296 BOLT DIAMETER D (inc) G =0.55 SOUTHERN PINE G =0.50 DOUGLAS FlR- LARcIj, • • • It=0.42 SPRUCE `P*NE F J • MAIN MEMBER Im (Inches) SIDE MEMBER (inches) ZII lbs. Zs 1 lbs. 4,1 lbs. Zit lbs. Zs y lbs. Z. J. : nib.. 4 1 IYs. Z,. _ x25.4 for MITI x 4.45 for N • • •••s - •♦ 11/2 11/2 1/1 5/8 3/4 7/8 1 1,150 1,440 1,730 2,020 2,310 800 1,130 1,330 1,440 1,530 550 610 660 720 770 1,050 1,310 1,580 1,840 2,100 730 1,040 1,170 1,260 1,350 4i0 53Q • 590 630 680 • 880 • 1:100 1,320 1,540 1,760 •440• • $30• • 900 • •570• 1,050 ` • ' • • 31/2 11/2 1/2 5/8 3/4 7/8 1 1,320 1,870 2,550 3,360 0 800 1,130 1,330 1,440 1,530 940 1,290 1,550 1,680 1,790 1,230 1,760 2,400 3,280 4,090 730 1,040 1,170 1,260 1,350 860 1,190 1,370 1,470 1,580 1,080 1,570 2,160 2,880 3,530 640 830 900 970 1,050 51/2 11 /2 51g 3/q 7/8 1 1,87 1,130 1,330 1,440 1530 1,290 1,690 2,170 2,700 1,760 2,400 3,180 4,090 1,040 1,170 1,260 1550 1,190 1,580 2,030 2,480 1,570 2,160 2,880 3530 830 900 970 1,050 0 3,360 4,310 71/2 11/2 - 5/8 3/4 7/g 1 1,870 2,550 3,360 4,310 1,130 1530 1,440 1,530 1,290 1,690 2,170 2,700 1,760 2,400 3,180 4,090 1,040 1,170 1,260 1,350 1,190 1580 2,030 2,530 1,570 2,160 2,880 3,530 n_.. r\ 830 900 970 1,050 1Tabulated lateral design values (Z) forbo ted connections shall be multip ied by all applicable adjustment factors (see Drvrson III, 2Tabulated lateral design values (Z) are for "full diameter" bolts with a bending yield strength (Fyb) of 45,000 psi (310 N /mm2). 3For other species and configurations, see Division III, Part I. 2 -296 10 SECTION PROPERTIES 4 4/41 Table IB Section Properties of Standard Dressed (S4S) Sawn Lumber Nominal Size b x d Standard Dressed Size (S4S) b x d inches x inches X -X AXIS Y -Y AXIS Approximate weight in pounds per linear foot (lb/ft) of piece when density of wood equals: Area of Section A in2 Section Modulus Sxx in3 Moment of Inertia lxx in4 Section Modulus Syy in3 Moment of Inertia lyy in4 25 lb /ft3 30 Ib /ft3 35 Ib /ft3 . 40 ib/ft3 45 Ib /ft3 50 Ib/ft3 1 x 3 3/4 x 2-1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4 x 3 -1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1 x 6 3/4 x 5 -1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 3/4 x 7 -1/4 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 1.699 1.888 1 x 10 3/4 x 9 -1/4 6.938 10.70 49.47 0.867 0.325 1.204 1.445 1.686 1.927 2.168 2.409 1 x 12 3/4 x 11 -1/4 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2.930 2 x 3 1-1/2 x 2-1/2 3.750 1.563 1.953 0.938 0.703 0.651 0.781 0.911 1.042 1.172 1.302 2 x 4 1 -1/2 x 3 -1/2 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 1.823 2 x 5 1 -1/2 x 4 -1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344 2 x 6 1 -1/2 x 5 -1/2 8.250 7.563 20.80 2.063 1.547 1.432 1.719 2.005 2.292 2.578 2.865 2 x 8 1 -1/2 x 7 -1/4 10.88 13.14 47.63 2.719 2.039 1.888 2.266 2.643 3.021 3.398 3.776 2 x 10 1 -1/2 x 9 -1/4 13.88 21.39 98.93 3.469 2.602 2.409 2.891 3.372 3.854 4.336 4.818 2 x 12 1-1/2 x 11-1/4 16.88 31.64 178.0 4.219 3.164 2.930 3.516 4.102 4.688 5.273 5.859 2 x 14 1-1/2 x 13-1/4 19.88 43.89 290.8 4.969 3.727 3.451 4.141 4.831 5.521 6.211 6.901 3 x 4 2-1/2 x 3-1/2 8.750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038 3 x 5 2 -1/2 x 4 -1/2 11.25 8.438 18.98 4.688 5.859 1.953 2.344 2.734 3.125 3.516 3.906 3 x 6 2 -1/2 x 5 -1/2 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3.342 3.819 4.297 4.774 3 x 8 2 -1/2 x 7 -1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293 3 x 10 2 -1/2 x 9 -1/4 23.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2 -1/2 x 11 -1/4 28.13 52.73 296.6 11.72 14.65 4.883 5.859 6.836 7.813 8.789 9.766 3 x 14 2 -1/2 x 13 -1/4 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 11.50 3 x 16 2 -1/2 x 15 -1/4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 13.24 4 x 4 3 -1/2 x 3 -1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403`• • 43,7 8 4.253 4 x 5 3 -1/2 x 4 -1/2 15.75 11.81 26.58 9.188 16.08 2.734 3.281 1828• •• 4.375• 4.922 6!16• • 4 x 6 3 -1/2 x 5 -1/2 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.6/e741 • 5.347• 61016 6.684 4 4x 8 4 x 10 3 -1 /2x 7 -1/4 3 -1/2 x 9 -1/4 25.38 32.38 30.66 49.91 111.1 230.8 14.80 18.89 25.90 33.05 4.405 5.621 5.286 6.745 5044 •• 7.869• • 7.049:•••/!960 8.993 10.12 • •12.30 81i,�1.81 4 • 4 x 12 3-1/2 x 11-1/4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 Itt. 10.94 : i..0 • 4 x 14 3 -1/2 x 13 -1/4 46.38 102.4 678.5 27.05 47.34 8.051 9.661 11!29• • 12.88• • 14.49 • • 46.1 4 x 16 3-1/2 x 15-1/4 53.38 135.7 1034 31.14 54.49 9.266 11.12 -112•l 7• • 14.83: •1A8 .144 • 5 x 5 4 -1/2 x 4 -1/2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 *sae. • • 5.625_ • • •6328 Wit • 6 x 6 5-1/2 x 5-1/2 30.25 27.73 76.26 27.73 76.26 5.252 6.302 1.552• • 8.403 • • •9!453 012060 • • 6 x 8 5-1/2 x 7-1/2 41.25 51.56 193.4 37.81 104.0 7.161 8.594 12.(14• • • 11.46 •12.89 14.32 6 x 10 5-1/2 x 9-1/2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 =2.70• • 14.51 16.33 • • • •1!9.77 18.14 • •A • 6 x 12 5-1/2 x 11-1/2 63.25 121.2 697.1 57.98 159.4 10.98 13.18 15.37 17.57• M 6 x 14 5-1/2x13-1/2 74.25 167.1 1128 68.06 187.2 12.89 15.47 =8.05• • • 20.63 • • •2120 1:2,472: • 6 x 16 5 -1/2 x 15 -1/2 85.25 220.2 1707 78.15 214.9 14.80 17.76 20!72 • 23.68 • • 26.64 .6 6 x 18 5-1/2x17-l/2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23.39 26.74• • • •�(J!08 33.42 6 x 20 5 -1/2 x 19 -1/2 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 29.79 33.52 37.24 6 x 22 5 -1/2 x 21 -1/2 118.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 6 x 24 5 -1/2 x 23 -1/2 129.3 506.2 5948 118.5 325.8 22.44 26.93 31.41 35.90 40.39 44.88 8 x 8 7 -1/2 x 7 -1/2 56.25 70.31 263.7 70.31 263.7 9.766 11.72 13.67 15.63 17.58 19.53 8 x 10 7 -1/2 x 9 -1/2 71.25 112.8 535.9 89.06 334.0 12.37 14.84 17,32 19.79 22.27 24.74 8 x 12 7-1/2x11-1/2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 23.96 26.95 29.95 8 x 14 7 -1/2 x 13 -1/2 101.3 227.8 1538 126.6 474.6 17.58 21.09 24.61 28.13 31.64 35.16 8 x 16 7 -1/2 x 15 -1/2 116.3 300.3 2327 145.3 544.9 20.18 24.22 28.26 32.29 36.33 40.36 8 x 18 7 -1/2 x 17 -1/2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 36.46 41.02 45.57 8 x 20 7 -1/2 x 19 -1/2 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70 50.78 8 x 22 7 -1/2 x 21 -1/2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99 8 x 24 7 -1/2 x 23 -1/2 176.3 690.3 8111 220.3 826.2 30.60 36.72 42.84 48.96 55.08 61.20 10 x 10 9 -1/2 x 9 -1/2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 28.20 31.34 10 x 12 9-1/2 x 11-1/2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 37.93 10 x 14 9 -1/2 x 13 -1/2 128.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 40.08 44.53 10 x 16 9 -1/2 x 15 -1/2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51.13 10 x 18 9-1/2x17-1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 57.73 10 x 20 9 -1/2 x 19 -1/2 185.3 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 64.32 10 x 22 9-1/2x21-1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 70.92 10 x 24 9 -1 /2 x 23 -1/2 223.3 874.4 10270 353.5 1679 38.76 46.51 54.26 62.01 69.77 77.52 AMERICAN WOOD COUNCIL • .. ... • • • . • • el • .. . • • .. ... 00 ENGINEER OF RECORD= V.M. ongOnserrIng C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33196 TEL: 786- 281 -6968 TEL: 305-383-5896 PROJECT NAME ZOO Pe 9! 91 • ILI KW; t •j t L PROJECT No. SHEET No. 44 OF to, SUBJECT PREPARED BY 4:10C9..` d.0 CHECKED BY ItAy. DATE 10 03 - ZOOB, SCALE K /_ au Yev-t W tItt7 Wow) LeV (sx.∎g i c) �xts-rci•�G eotte -trq cleS/ -113 CST. 1 3At? 61A lo" = so' onli 1'1\1 G C"n v1) (yviv;) k 4` (xneA0. .01 S k MU. \'‘v■ti • .•%c ... l' • • • •• • • • • • • • • • • •••• • •••• • •••• • • , tfclo'2.k s P - • • . 1 - 7 \<E OV A -Y,1SP ‘.i G 'Lkr 2r-.:•a ,;tT' Lr -. iv ?VW-Z. e NtW `mac° i... utvG ;,kQu)N 013w CX ESilt`ts:, 7 \E Q *' ENGINEER OF RECORD V. M. ongonsevong C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI. FLORIDA 33196 TEL: 786-281-6968 TEL: 305-383-5898 SENA4r, P Wort, Lo & 7 @over ywcrod e \ee\- &C We \tvt.t6 PROJECT NAME 3C0 t c1.6.1-• Maw r-' Lc ve'g' PROJECT No. SHEET No. "47 OF `CwG% SUBJECT PREPARED BY MAt2a CHECKED BY U• DATE 10 4 - 200 S SCALE 14/254 1 DL= 40Ch Ls = 3o t'S F 2? \-LvA 20 NY' 47 PSV' 40 PS F S7 Ps: X37 Psgxc 2 = 114 44 c-4 ps P X ct 4-8‘ 70 P%P X z l'40 4 (� Soo 4 x I`4 1 4S • 1=. • • • ••14/. • • -ii •• • • •••• • • •••• • • •• .••• • • •••• • • •• • • • • •• •• • 4)13 r1\ r ` 4 .5)4 l_k ` J J � 2.93 W L (.4 4.2S Z Z ENGINEER OF RECORD: V. M. ©1J C. OF A. No. 27833 11278 S.W. 153rd PLACE MIAMI, FLORIDA 33196 TEL: 786-281-6968 TEL: 305-383-5896 PROJECT NAME 309 to t.6 st Ft. PROJECT No. SHEET No. 4.i OF 6/ SUBJECT PREPARED BY tel.u0e1aCa DATE to —C)4 - aoo$ CHECKED BY SCALE IV — a3;._ i0004/1 sus co's') CS) 2. • • p a �• • at. Y • • • • • �� •• • • • • • • •• • •••• • •• 2.531! X l000 x • • ...\ \so _ NA ._. %2.}. •••. • z (2..ca) • • • • • • •• •• • •• • • • • •• • 7.3s V < 241' o"'' A‘eeVkvv carol = 2. ?St' 2iA7 7 .36410 CC EX s 12,0 10 2' Anchoring Systems Kwik Bolt II Expansion. Anchor I■•III6YI 4.3.3 Carbon Steel Kwik Bolt II Alloweble.L6ads in Concrete Anchor Diameter in. (mm) Embedment Depth in. (mm) 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) sion Ib Sh (kN) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) 1V8 270 430 330 430 380 430 470 430 (29) (1.2) (1.9) (1.5) (1.9) (1.7) (1.9) (2.1) (1.9) 1/4 2* 560 590. 630 (6.4) (51) (2.5) 530 (2.6) 530 (2.8) 530 670 530 33/4* 670 (2.4) '670 (2.4) 670 (2.4) ,(3.0) (2.4) (95) (3.0) (3.0) (3.0) 13/13 530 990 650 1040 750 1100 850 1100 (41) (2.4) (4.4) (2.9) (4.6) (3.3) (4.9) (3.8) (4.9) 3/6 2' /2* 1200 1290 1370 (9.5) (64) (5.3) 1470 (5.7) 1470 (6.1) 1470 1550 1470 41/4* 1330 (6.5) 1390 (6.5) 1440 (6.5) (6.9) (6.5) (108) (5.9) (6.2) (6.4) 21/4 1170 1940 1310 1970 1450 1970 1730 1970 (57) (5.2) (8.6) (5.8) (8.8) (6.4) (8.8) (7.7) (8.8) '/z 3' /z* . 1870 2130 2400 (12.7) (89) (8.3) 2450 (9.5) 2450 (10.7) 2450 2800 2450 6* 2080 (10.9) 2310 (10,9) 2530 (10.9) (12.5) (10.9) (152) (9.3) (10.3) (11.3) 23/4 1600 3070 1870 3070 2130 3070 2670 3070 (70) (7.1) (13.7) (8.3) (13.7) (9.5) (13.7) (11.9) (13.7) e/3 4** 2400 2850 3290 (15.9) (102) ; (10.7) 3840 (12.7) 3840 (14.6) 3840 4190 3840 7** 3200 (17.1) 3470 (17.1) 3730 (17.1) (18.6) (17.1) (178) (14.2) (15.W • • • • • • 4 • . (16.0 • - • • L • • . • • •• 1 /"------ 3'/4 (83)` 1970 (8.8) 4140 (18.4) 2320• • (10.3)• • :41$0::: • • •(18.4)• 2$74 • (19.9) • • . 4140 • (18.4) 3200 (14.2) 4140 (18.4) 3/a (19.1) 43/a** \ (121) 2930 (13.0) 512 .130. (18:4) . . 51�A. • • 21. • • . (�. • • .120 (26.1) 5120 8** 4000 (22.8) $98b . . 4a8). 4 5870. • (22.8) 6320 (22.8) (203) (17.8) (1, o) •.. .. • e . . (26.0. • • . (28.1) 41/2 3330 7070 4050 7600 4670 8140 5070 (114) (14.8) (31.4) (18.9), • • (33,8). i • !�? L8j • (36.2) (22.6) 1 6 4930 6000• • • ••: y07Q • : 8400 9200 (25.4) (152) (21.9) 9200 (26.Z): • :**E1306.1 . r.4i • •: 9200 (37.4) (40.9) 9 6670 (40.9) 7670 (40.9) 8670 (40.9) 10670 (229) (29.7) ( 34.1) • (38.6) (47.5) 4.3.3 Carbon Steel Kwik Bolt II Anchor Diameter in. (mm) Embedment Depth In. (mm) 1/4 . (6.4) 1' /e (29) 2* (51) 33/4* (95) 3/8 (9.5) 16/8 (41) 21/2* (64) 41/4* (108) '/z (12.7) 21/4 (57) 31/2* (89) 6* (152) 6/8 (15.9) 23/4 (70) 4** (102) 7** (178) 3/4 (19.1) 31/4 (83) 43/4** (121) 8** (203) 1 (25.4) 4' /z (114) 6 (152) 9 199A1 rr ENGINEER OF RECORD: V.M. onelltneeffing C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI. FLORIDA 33198 TEL: 786- 281 -6968 TEL: 305-383-5896 PROJECT NAME 00 me 91 Slio ` , FL PROJECT No. SHEET No. 52- OF "■6y SUBJECT PREPARED BY voIA -A, CHECKED BY DATE 10 O 3 — LOOS SCALE IVA • EXt:m-1 t4G zokl- (tL1 )) 1u Re-t6i EKisnivG C.OM ZETZ • . . • • .. • • • • .... • • • . • • • •••• • .. • • • ... • • .... .... .. • • • .... . • .... • • • • • • • • • • steps fletce 44e. -014- I. Co!- ikte eipttst -pug. IALLAR ,1)14.1- 11.4 Gatti w i 1/4:1 aI m Ate S/4 &,r . 3 Prior Noce. 1) eo:.civat, l-vr 44e4,11 place skosi 1 6Lr u L �J ©4ktetis • • ENGINEER OF RECORD: V. M. outgonsevOng C. OF A. No. 27633 11278 S.W. 153rd PLACE MIAMI. FLORIDA 33196 TEL: 788-281-6968 TEL: 305-383-5896 PROJECT NAME Zoo 06 91 Wit-• gietiA4 6146ves , . PROJECT No. SHEET No. 47.E OF SUBJECT Q.StLIUG v100'D SO%ST - NANGER PREPARED BY ttUtRt% CHECKED BY M DATE t0-04 - 2.0 08 SCALE N Alke ceWv►ad •vv.:1 t e\eci. -t- 4jc. (0 - t a Psp l9J`. (1O) tlo) 1GA 2 Z OW, : 1(3.6r Ikpa6Er2- (us?) t9PE 7l. 2.4 (2O roc ) W 4_V4` \e. eoy.)• ct,tf .... •seedegtY 4 ' .r-:) 4Y. 472 ; mag4 toe, e> �d 2u `'MIA euti� • .. cw,.A (4.&ctrk• wo(A 41,e # a see t1oA q, " • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Company. 14305 Southcross Drive # 200. Burnsville, MN 55306 SCOPE: This NOA i&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 (AM). MIAMI DADE COUNTY, FLORIDA METRO -DADB FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 AHI 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: JL, JUS, SIKH & HJC Joist Hangers. • ••' : • • APPROVAL DOCUMENT: Drawing No. MD0207, titled "Face Mount Joist Hanger" ed by United Steel Products Company, sheets 1 and 2 of 2, dated 02/07107, with no revisions, signed andi; eirl by Ro rt W. Lutz, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notkt g Atceptoct• • • 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 logcC city, State anti. , • following statement: "Miami Dade County Product Control Approved or MDCPCA ", unless (the/wise Yiotad • 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 # 06- 0601.03 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07- 0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 Page 1 • • • • • • • • • •• • • • • United Steel Products Company. A 1. NOTICE OF ACCEPTANCE: EVIDENCE PAGE DRAWINGS Drawing No. MD0207, titled "Face Mount Joist Hanger" prepared by United Steel Products Co., sheets 1 and 2 of 2, dated 02/07/07, with no revisions, signed and sealed by Robert W. Lutz, P.E. B TEST Test reports on wood connectors per ASTM sealed by C. R. Caudel, P.E. Report No. Wood Connector 1. 06 -6047 JUS24 2. 06 -6048 JUS26 3. 06 -6049 JUS28 4. 06 -6050 JUS210 5. 06 -6062 JL24 6. 06 -6063 JL26 7. 06 -6064 JL28 8. 06 -6065 JL210 9. 06 -6066 SBH26 10. 06 -6067 HIC26 11. 06 -6068 HJC28 C CALCULATIONS 1. Face Mount Hangers Series Calculations prepared by United Steel Products Co.,•sivied ands • sealed by Robert W. Lutz, P.E. D1761 -88 by Product Testing, Inc., signed and Direction Upward & Down Upward & Down Upward & Down Upward & Down Upward & Down Upward & Down Upward & Down Upward & Down Upward & Down Upward & Down Upward & Down Date 10/09/06 10/12/06 10 /17 /06 10/20/06 10/30/06 11/01/06 11/03/06 . 11/06/06; •„,,11t13/06„ •••11122/06. ... 4V01/06 • • • •••• .. • • • • •••• • .. • • •• • •••• D STATEMENTS •••• 1. No Financial Interest Letter issued by United Steel Products Co., dated January24, 1007, sjgna by Robert W. Lutz, P.E. 2. Letter of Code Compliance issued by United Steel Products Co., dated January 26, 2007, signed and sealed by Robert W. Lutz, P.E. 3. NOA Renewal Request Letter issued by United Steel Products Co., dated February 2, 2007, signed by Robert W. Lutz, P.E. 4. Code Compliance Letters issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. • • • E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST DOWN UPLIFT (160 %) HJC26 12 5 7/8 3 5/8 3 1/41 3/4 (16) 16d (12) 10d 2020 1975 HJC28 12 5 7/8 6 3/4 3 1/4 1 3/4(20) 1601 (14) 10d 3220 2010 1. PUBLISHED LOAD IS FOR TOTAL OF HIP AT 45 DEGREES AND JACK AT 90 DEGREES COMBINED. 2. MINIMUM HEADER THICKNESS SHALL BE 2 INCHES FOR 16D NAILS. 3, ALLOWABLE DOWN LOAD LISTED IS AT 1007. DURATION OF LOAD. TYPICAL HJC DNSTAU ATION GENERAL NOTES' 1. STEEL SHALL CONFORM TU ASTM A653, STRUCTURAL GRADE 33, WIN AND A MINIMUM GALVANIZED COATING OF G -90. 2. FASTENERS ARE COMMON VIRE NAILS INLESS OTHERWISE NOTED. 3. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B, A SHORT TERM DURATION FACTOR OF 60Z FOR VIND LOAD CONDITION. 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM DURATION FACTOR. 5. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATMNS FUR VOIDS CONSTRUCTIDN 2001 EDITION IN ACCORDANCE WITH ASTM D176L 6 UMBER SPECIES IS SOUTHERN PINE. PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST DOWN UPLIFT (1607.) JUS24 18 1 9/16 3 1/8 1 3/4 1 C4) 10d C2) 10d 745 N/A JUS26 18 1 9/16 4 13/16 1 3/4 1 (4) 10d (4) 10d 990 1040 JUS28 18 1 9/16 6 11/16 1 3/4 1 (6) 10d (4) 10d 1240_ 1160 JUS210 18 1 9/16 7 13/16 1 3/4 1 (8) 10d (4) 10d _1490 1115 1. Spedfled joist nails shall be Installed at 30 to 45 degrees horizontally such that they penetrate through the end of the Joist and into the header. 2. Minimum header thickness shall be 1 3/4 Inches for 10d nails. 3. Allowable DOWN toad listed is at 100y Duration of load. 4, Uplift Load listed as N/A had uplift capacity less than the required 700 pounds, TYPICAL JUS INSTALLATDNI •• 0•• • • • • • • • 00 PRODUCT QED es e3tmilly;eg with the Mails 1r.;ia CCe41, it ;:fita3.'tteNO 1/ EAVI rlaij ie /l'I/'i .Ai" • ' �s%r. Ras P 91;s ^i . • JUS ••• • • • • • • • • 100 • • • • • • ••• •• • • • • • s • • • • • 0410 00 • • • • • • • • • • • • • • • • • • •• •• ••• 0 • UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MOM MN. 56069 PHONE (507) 364 -7333 NAME' FACE MOUNT JOIST HANGER DATE' 02/07/07 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 SHEET' 1 DF 2 DRAWING # r MD0207 MDADE PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST DOWN UPLIFT (1607.) SKH26 16 1 9/16 5 1/4 1 7/81 3/16 CO 16d (6) 10d x 1 1/2 900 870 1. Miter cut required on end of ,joist to achieve allowable loads. 2. Minimum header thickness shall be 2 Inches for 16d nails. 3. Allowable DOWN load listed Is at 100X Duration of toad. 4. SKH26 is skewed Right and Left. TYIDCAL SKH26L INSTALLATEIN GENERAL NOTES' L STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33, U.ON AND A MINIMS GALVANIZED COATING OF 0-90. 2. FASTENERS ARE COMMA VIRE NAILS DLESS OTHERWISE NOTED. 3. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B, A SHORT TERM DURATE34 FACTOR OF GOB FOR WIND LOAD CONDITION. 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM DURATION FACTOR. 5. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOODS CONSTRUCTiMI 2001 EDITION DPI ACCORDANCE WITH ASTM D1761. 6. LUMBER SPECIES 15 SOUTHERN PINE. PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST DOWN UPLIFT (1607.) JL24 20 1 9/16 3 1 1/2 15/16 (4) 10d (2) 8d x 1 1/2 490 N/A JL26 20 1 9/16 4 3/4 1 1/2 15/16 (6) 10d (4) Sd x 1 1/2 740 700 JL28 20 1 9/16 6 3/8 1 1/2 15/16 (10) 10d C6) 8d x 1 1/2 1230 940 JL210 20 1 9/16 8 1/4 1 1/2 15/16 (14) lOd (8) 8d x 1 1/2 1720 1170 1, Minimum header thickness shall be 1 3/4 inches for lOd nails and 2 Inches for 16d Halts. 2. Allowable DOWN load listed Is at 100% Duration of load. 3. Uplift Load listed as N/A had uplift capacity Less than the real 790 Ao4nd%• • • TYPICAL JL26 -2 INSTALLATION • • • •• •• • • • • • • •••• • • • • • • • • • • ••• • • • • • • • • •• ••• • • . . •• • • • •• • • • ••• •• • • • • • • • • • • • P'POfUC°rRENEWED e riybg: whit ;eHaft Wi Coda .Acx . •s Ko • — 0y 1 141r —.s:: Frets # OltfOurt Zo • • ••• • • • • • • ••• • • • • • • • • • • • •• • • • • • •• •• • • • ••• • • UNITED STEEL PRODUCTS COMPANY 703 RIMERS DRIVE, MI1IT1,DMMERY, MN. 56069 PHONE (507) 364 -7333 NAME' FACE MOUNT JDIST HANGER DATE' 02/07/07 SHEETI 2OF2 ROBERT W, LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG, NO. 55409 , MDADE DRAWING # t MD0207