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HomeMy WebLinkAboutSUBMITTED PAPERSSt. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Permit Number: --r Nor b ©� '�— SCANNED BY St. Lucie County APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS /� 1 SEE REVERSE SIDE FOR INSTRUCTIONS MATE: CZVz 1. LOCATION/SITE ADDRESS: 5614 2. PARCEL ID NUMBER: lj' 4 ° 8 — 76�L — () D 1 q — d b ®lP 11 SECT ' g& TWP 2 5 S I RNG 11 b� MAP ; I, /agff Tits - s-q LU INIT 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR 5. OWNERS INFORMATION Name: 4 05 I ,,, yyl Address: 7a b0 S E U ►A k W44 City: 06LS�uV 1k State: Zip: 1i SS Phone: 11 a. 7.D5-' b2 q y &6d' E HOME OTHER 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #:�#5 a Business Name: Goa► - e (7-iai4(et ' -72,ct af; * b /Vol — k 9pva-W.dr56,rsq e-4-- 7 Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 130 mph 140 mph Windows & Skylights -e Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) VALUE OF CONSTRUCTION: $ %1'5 FEES DUE: RECEIPT: OWNER'SAFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating onstru tion and zoni g kit _ PRINT QUALIFIERS/OWNERS NAME SIGNA JRE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF _ 5 ^ j�. (� (�,� �� J� ACKNOWLEDGED BEFORE ME THIS !NDAY OF MCC 2Q�, BY 1i(4cJw l _ t 1''"' MO I PERSONALLY KN TO ME OR WHO HAS PRODUCED I AS IDENTIFICATION. ��►,e,�+�. � Ida � NATURE OF NOTARTO TYPE OR PRINT NAME OF NOTARY KA'f E�"INE VAOMAK TITLE:' NOTARY PUBLIC COMMISSION NUMBER 9 I COMMIS$fON q FFQ40060 bT-jRES�:"July 25, 2017 Hugh A Ostrow Record: 1 of I Property Identification Site Address: 3514 ROSELAWN BV Sec/Town/Range: 28 :35S :40E Map ID: 24/28S Zoning: RS-4 Ownership and Mailing Owner. Hugh A Ostrow Address: 7600 SE Gull Way Hobe Sound FL 33455 Sales Information Date Price Code Deed 10/8/2013 82000 0112 SP 7/5/2013 0 0112 CT 9/19/2008 114300 01 WD 11/4/2003 129900 00 WD 1/1/1900 0 PROPERTY RECORD CARD «Prey Next» Sper_Assmnt Taxes Parcel ID: 2428-702-0014-000-6 Account #: 32504 Use Type: SF Res City/Cnty: Saint Lucie County Exemptions Permits Home Print Legal Description SUNRISE HOMESITES S/D BLK 1 LOT 14 (0.47 AC) (OR 3578-1) Assessment 2013. Book/Page 2013 Final: 54000 3578 / 0001 Assessed: 54000 3535 / 2057 Ag. Creddit: 0 3018 / 1902 Exempt: 1851 / 0495 Taxable: / Taxes: 1093.62 BUILDING INFORMATION Total Land and Building Land Value: 9000 Acres: 0.47 Building Value: 45000 Finished Area: 1656 SgFt Exterior Features View: - RooiCover. FS - Fibrglss Shg RootStmct: GA - Gable ExtType: HD -HD YearBlt: 1973 Frame: - Grade: D - D EflYrBlt: 1977 PrimeWail: BS - CB Stucco StoryHght: 0010 - I Story No.Units: 1 SecWall: - Interior Features BedRooms: 4 Electric: MX-MAXIMUM PrnrIntWall: DW -Drywall FuIlBath: 2 HeatType: FEIA - FrWHotAir AvgHt/Fl: 1/213ath: 0 HeatFuel: ELEC -Electric Prm.Flors: CU - Carpet %DA/C: ] 00 %Heatod: ] 00 °%.Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrB]t. No. Use Type Type Measure Depth DWC — Driv-Concret Y 1 600 AV AV 1973 1 0100-SF Res 215 -Front Ft 98 160 FNW6 — WOOD FEN 6' Y 1 98 AV AV 1999 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED ' Page 1 of 1 � I Florida Depaltmentof BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts ( Publications i FBC Staff BCIS Site Map Links Search Busines ProfessiPr,,Yal . "air Product Approval q . � - - USER: Public User � / � I Regulation Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2010 FL# 15279.36 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ' ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Tvae Manufacturer Validated Status FL15279- Revision Clopay Building Products Company FL#: FL15279.36 Gary Pfuehler Approved R1 History Model: 036 W5-09 PAN-2F151: 84A, 94, 73, 75, 1500, 190, 76, 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, (513) 519- 6566 AR5SV, ED5S, EDSSV Description: Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W5 Garage Door Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies *Approved by DBPR. Approvals by DBPR shall be reviewed and ratifled by the POC and/or the Commission if necessary. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S•, please click here . Product Approval Accepts: ® Cred�N_c SAFE 4 Page 1 of 6 Florida Departments BCIS Home l Log In k User Registration l Hot Topics 4 Submit Surcharge l Stats & Facts l Publications FBC Staff ! BCIS Site Map ! Links I Search Busines Professi ' `;USER:°btcUser al Nal : Regulation Product Approval Menu > Product or Application Search > AODlication Us t > Application Detail FL # FL15279-RI Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived [] Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@clopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Certification Mark or Listing Intertek Testing Services NA Inc. - ETL/Warnock Hersey Gary Pfuehler ® Validation Checklist - Hardcopy Received Standard ANSI/DASMA 108 ANSI/DASMA 115 ASTM E1886 ASTM E1996 ASTM E330 Year 2005 2005 2002 2002 2002 Florida Licensed Professional Engineer or Architect FL15279 R3 Eauiv 20120306 - FBC - DASMA 115 eauiv.odf Product Approval Method Method 1 Option A Page 2 of ¢ Date Submitted 06/18/2012 Date Validated 06/21/2012 Date Pending FBC Approval Date Approved 07/02/2012 Summary of Products Go to Page �l1'0 0 Page 2 / 7 FL # IlModel. Number or Name Description 15279.21 021 W4-16 PAN-2F443: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double -Car GD4S, GR4S, G4SV, GS4V, GD4SV, (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door GR4SV, E4S, ED4S, E4SV, ED4SV, SS4, AR4S, SS4V, AR4SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R1 C CAC Letter with proof of contract and proof of insoection.ndf FL15279 R1 C CAC W4 Listing Intertek.ndf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product meets the 05/21/2028 wind load requirements of the building code but DOES NOT meet Installation Instructions the impact resistant requirement for windborne debris regions. FL15279 R1 II 103454-B-Rev06.odf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.22 022 W4-16 PAN-2F446: G4L, GL4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double -Car GD4L, GR4L, G4LV, GL4V, GD4LV, (9'2" to 16'0" wide) WINDCODE® W4 Garage Door GR4LV, E4L, ED4L, E4LV, ED4LV, SL4, AR4L, SL4V, AR4LV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R1 C CAC Letter with proof of contract and proof of insoection.odf Approved for use outside HVHZ: Yes Impact Resistant: No FL15279 R1 C CAC W4 Listing Intertek.odf Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product meets the 05/21/2028 wind load requirements of the building code but DOES NOT meet Installation Instructions the impact resistant requirement for windborne debris regions. FL15279 R1 II 103454-B-Rev06.odf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.23 OF23 W4-16 SPO-2F449: Grand Harbor, Steel Pan (min. 24 ga.) with Overlay Double -Car (9'2" up to Stone Manor 16'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R1 C CAC Letter with proof of contract and oroof of inspection.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL15279 R1 C CAC W4 Listing Intertek.odf Design Pressure: +24 PSF/-24.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product meets 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris FL15279 R1 II 103550-Rev06.pdf regions. The product without glazing DOES comply with the Verified By: Intertek Testing Services NA Inc. - EfL/Warnock impact resistant requirement for windborne debris regions (ref Hersey 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.24 024 W4-18 DSIE-1F171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, 4400, 4401, HDG, HDGL, HDGF, skin 27 ga. min.) 16'2" to 18'0" wide WINDCODE@ W4 Garage 66, 66G, 67, 67G, 68, SP200, SF200, Door SE200, 6200, 6201, 6203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R1 C CAC Letter with proof of contract and proof of insoection.odf Approved for use outside HVHZ: Yes Impact Resistant: No FL15279 R1 C CAC W4 Listing Intertek.pdf Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product meets the 05/21/2028 wind load requirements of the building code but DOES NOT meet Installation Instructions the impact resistant requirement for windborne debris regions. FL15279 R1 II 101247-B-Rev19.odf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.25 025 W4-18 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: Double -skin Insulated EPS (exterior } Page 3 of 6 ��. A 2SP, GD2LP, GR2LP, ARZSP, AR2LP, skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (16'2" up 2SP, ED2LP to 18'0" wide) WINDCODE® W4 Garaoe Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25 PSF/-25 PSF Other: Solid doors (no glazing) are impact -resistant ( arge missile impact). 'ertification Agency Certificate FL15279 Rl C CAC Letter with proof of contract and proof of FL15279 R1 C CAC W4 Listing Intertek.pdf duality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 111 II 104017-Rev02.odf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock iersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.26 201, 97200, sulated xterior skin 27 ga. min.; Interior Pt R18e0" HDP HDP skin 27 ga!nmin.) 16'2" wide WINDCODE@ W4 Garage 9203, 0, 8201H 82030 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R1 C CAC Letter with proof of contract and proof of insnection.ndf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL15279 Rl C CAC W4 Listing Intertek.odf Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product meets 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris FL15279 R1 II 104260-RevOl.odf regions. The product without glazing DOES comply with the Verified By: Intertek Testing Services NA Inc. - ETL/Warnock impact resistant requirement for windborne debris regions (ref Hersey 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.27 027 W4-18 DSIUO-1K479: Oanyon Double Skin Insulated PUR (exterior skin 27 ga. min.; interior :::]1 Ridge/Brookstone 1 skin 27ga. min.) with Overlay WINDCODE@ W4 Garage Door 1167' to 18'0" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 RI C CAC Letter with proof of contract and proof of insnection.ndf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL15279 R1 C CAC W4 Listing Intertek.pdf Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product meets 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris FL15279 R1 II 104458-Rev0l.pdf regions. The product without glazing DOES comply with the Verified By: Intertek Testing Services NA Inc. - ETL/Warnock impact resistant requirement for windborne debris regions (ref Hersey 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.28 028 W4-18 PAN-2F153: 73, 1500, 75, Steel Pan (min. 25 ga.) 16'2" to 18'0" wide WINDCODE@ W4 190, 84A, 94, 42, 48, 55, 42�1 48B, Garage Door 55S, 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 Rl C CAC Letter with proof of contract and proof of inspection.odf Approved for use outside HVHZ: Yes Impact Resistant: No FL15279 Rl C CAC W4 Listing Intertek.pdf Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product meets the 05/21/2028 wind load requirements of the building code but DOES P OT meet Installation Instructions the impact resistant requirement for windborne debris regions. FLIS279 R1 II 101312-B-Rev14.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.29 029 W4-18 PAN-2F443: G4S) GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) 16'2" to GD4S, GR4S, G4SV, GS4V, D4SV, 18'0" wide WINDCODE@ W4 Garage Door GR4SV, E4S, ED4S, E4SV, E 4SV, SS4, AR4S, SS4V, AR4SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R1 C CAC Letter with proof of contract and proof of inspection.pdf Approved for use outside HVHZ: Yes Impact Resistant: No FL15279 R1 C CAC W4 Listing Intertek.pdf Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product meets the 05/21/2028 wind load requirements of the building code but DOES NOT meet Installation Instructions the impact resistant requirement for windborne debris regions. FL15279 Rl II 103498-B-Rev05.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Page 4 of 6 15279.30 030 W4-18 PAN-2F446: G4L, GL4, GD4L, GR4L, G4LV, GL4V, GD4LV, GR4LV, E4L, ED4L, E4LV, ED4LV, SL4, AR4L, SL4V, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-25 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.31 11031 W4-18 SPO-2F449: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) 16'2" to 18'0" wide WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 Rl C CAC Letter with proof of contract and proof of FL15279 R1 C CAC W4 Listina Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RI II 103498-B-Rev05.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock iersey Created by Independent Third Party: ?valuation Reports Steel Pan (min. 24 ga.) with Overlay, 16'2" up to 18'0" wide NINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R1 C CAC Letter with proof of contract and proof of FL15279 R1 C CAC W4 Listina Intertek.ndf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 103551-Rev05.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock iersey Created by Independent Third Party: °valuation Reports Created by Independent Third Partv: 15279.32 32 W5-09 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: Double -skin Insulated EPS (exterior R1SP, GD1LP, GR1LP, AR1SP, AR1LP, skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" EGDISP,E1311-13 wide) WINDCODE@ W5 Garaqe Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.33 033 W5-09 DSIEO-1F479: Coach man/Settlers/Affinity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +33 PSF/-37 PSF Other: The OPTIONAL glazing available for this product meets :he wind load requirements of the building code but DOES NOT neet the impact resistant requirement for windborne debris •egions. The product without glazing DOES comply with the mpact resistant requirement for windborne debris regions (ref L609.1.4 FBC). Certification Agency Certificate FL15279 Rl C CAC Letter with proof of contract and proof of FL15279 Rl C CAC W5 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RI II 103971-Rev02.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE@ W5 Garage Door Certification Agency Certificate FL15279 Rl C CAC Letter with proof of contract and proof of FL15279 Rl C CAC W5 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 102996-Rev06.odf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.34 EOI, 4 W5-09 DSIU-1F171: 9200, 9201, Double -skin Insulated PUR (exterior skin 27 ga. min.; interior 03, HDP20, HDPF20, HDPL20, 7200, skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W5 7203, 8200, 8201, 8203 IlGaracie Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris Certification Agency Certificate FL15279 Rl C CAC Letter with proof of contract and proof of FL15279 Rl C CAC W5 Listino Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 104188-RevOl.pdf regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Page 5 of 6 Verified By: Intertek Testing Services NA Inc. - ETL/Warnock �II Created by Independent Third Party: :valuation Reports Created by Independent Third Party: 15279.35 035 W5-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; interior Ridge/Brookstone skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE@ W5 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Agency Certificate duality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RI II 104459-RevOl.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Created by Independent Third Party: ?valuation Reports Created by Independent Third Party: 15279.36 036 W5-09 PAN-21`151: 84A, 94, 73, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 1500, 190, 76, 76V, 411ST,4RSF, WINDCODE@ W5 Garage Door 611ST, 6RSF, 211ST, 48, 42, 55, 48B, 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30 PSF/-32 PSF Other: Solid doors (no glazing) or doors with optional impact - resistant glazing are impact -resistant (large missile impact). 15279.37 037 W5-09 PAN-21`151: 84A, 94, 73, 75, 1500, 190, 76, 76V, 411ST, 4RSF, 611ST, 6RSF, 211ST, 48, 42, 55, 48B, 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. "ertification Agency Certificate FL15279 RI C CAC Letter with proof of contract and proof of FL15279 Rl C CAC W5 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 102110-A-Rev17.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE@ W5 Garage Door Certification Agency Certificate FL15279 Rl C CAC Letter with proof of contract and proof of Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 102110-B-Revl7.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party:. 15279.38 038 W5-09 PAN-2F441: G4S, GS4, Gallery/Artistry/Expressions Steel Pan (min. 24 ga.) Single -Car G4L, GL4, GD4S, GD4L, G114S, GR4L, (up to 9'0" wide) WINDCODE@ W5 Garage Door G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Jmits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets :he wind load requirements of the building code but DOES NOT neet the impact resistant requirement for windborne debris •egions. The product without glazing DOES comply with the mpact resistant requirement for windborne debris regions (ref L609.1.4 FBC). Certification Agency Certificate FL15279 Rl C CAC Letter with proof of contract and proof of FL15279 Rl C CAC W5 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 103487-Rev06.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: PANSP-2F151: 73SP, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) Page 6 of 6 1115SP, 76SP, 76VSP IWINDCODE® W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLIS279 R1 C CAC Letter with proof of contract and proof of insoection.pdf Impact Resistant: No FL15279 R1 C CAC W5 Listina Intertek.Ddf Design Pressure: +32 PSF/-37 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product meets the 05/21/2028 wind load requirements of the building code but DOES NOT meet Installation Instructions the impact resistant requirement for windborne debris regions. FL15279 R1 II 103556-B-Rev06.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 15279.40 040 W5-09 PANSP-2F151: 73SP, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 15SP, 76SP, 76VSP WINDCODE@ W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R1 C CAC Letter with proof of contract and proof of inspection.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL15279 RI C CAC W5 Listing Intertek.Ddf Design Pressure: +32 PSF/-37 PSF Quality Assurance Contract Expiration Date Other: Solid doors (no glazing) or doors with optional impact-' 05/21/2028 resistant glazing are impact -resistant (large missile Impact). Installation Instructions FLIS279 R1 II 103556-A-Rev06.odf Verified By: Intertek Testing Services NA Inc. - Ei'L/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page 0 0 Page 2/ 7 0 0 Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487- The State of Florida is an AA/EEO employer. 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Cred�t�ArF�E I4HMM a (q Irtoemce me (I0 sD.noN ,DAaEn •/ mc-«accm� eoI) AID uRflxNE AWE91C Wan aNmO. I I C WIDTH 9W (11' `•""_^^OPTIONAL OUI40E IQ:Ym LOCK POS(IgN MAX TIGER V SHOWN. L -HOST'' SHORE RINSED -PANEL LSOAP LONG 'HOST'' AND s1HDRr 'rvewACE Housl! ARE Also APPROVED. VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDIN(SI. 3/B•x3' LAG SCREWS ON 24' CENTERS. 1-1/8' O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. VERTICAL ATTACHMENT (C-90 ;LOCK OR2.0OP�MINOR2�O P�MIN. (�NCRL(fyCOWMNICOWMNI: 3/8'K3' SLEEVE ANCHOR BOLTS ON 24' CENTERS (2.000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. OR 1/4'K3' TAPCON SCREWS ON 24' CENTERS (2.000 PSI MIN. CONCRETE) OR 24' CENTERS (C-90 BLOCK). 1' O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOW. OTHER JAMROTHFR C E&RAJ1Dh& REFER TQ DASMA TDS-161. A LICENSED DESIGN PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. DOOR MIGHT I IF SECTIONS METAL Suers IF m 7O• ]'3• m IT'9• , 5 vro• m lac• c arm123 7 1/4b/4' SELF e TAPPING sHHEY6 e 12'6• m 14T)• 4•r TD u'r B s Icro• 10 NAx sECT@N Icrtam BL• u cA FNiD NNGFs le GL INTFRYIO]ATE HINGE MEW 'a 3• TALL U-BAR H/ ooaa � � TyK pwa Tnt 20 GA G3. STEEL y I- 1-7/e' N�- T OPTION& AZING MAY BE STANDARD OR IMPACT RESISTANTe� GI2fe'�aATfMlo 4) HAZING. SEE SECTION B-B FOR 14A D• am YEVL DETAILS. 23 GA WIN. slEa MAX STANDARD SIZE 6 42'[1e'. SION COATED WITH GALV., IMPACT RESISTANT CIAZWG IS mme ppLyESTpt Wn TDMcr. TOP COAT APPUED m BOTH 14 x �' IHaA1EH1 IWcc SIDES OF STEEL SIGN. Flat IM,OE Fi,9EIm N Do D GA HIM. END SRUS ATTAHHED m WHt METAL( )>1m15/T (4) GON . WITH PATENTED ES ATT ADC SYSTFEI TOP. BOTTOM a CENTER). 9rtEl01I OIr wainVOam SCID6 S1E vv'e'. LOCK POSITION eC acodmafai (BOTH Soo) HIS, mL 1 O1e1 3• DIL m u GNr. TWO POMP LOUOIG HYOID DO F�U-NCR ATP m MIH EIIE 1/4) 4• SDF vPNa - INE 3' TALL 20 CA PFA SfIF InGmON I -By (YIN. YE1D: 500 R.o Ilsff NyaD ER DOG( SECTION. E 0 vAL GTIOM SECTION WHICH IAWRES TWO U-BARS. mt Iaat M AY'4t] M 1] G OILY. SfkR IGlial to Al'DOm �RII lYG /14C/,' 1p0a IDEIT Yf9L 6MEIS MDIE: THE DESIGN STRUCTURAL U THE SUPPORTING E RVCIUPIL ELEMENTS • Mlut IF DERStAI. SNAIL OF THE RESNAL O RECORD of gHpN A -A TS vIFrA THE PROFESSIONAL OF A>a'� FOR SECTION B-B (IMPACT -RESISTANT GIAZNG OPRONI Env 2 s� Died Ar 44YO� A4,Ww•_ s THE BURDUM. OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE (DADS LISTED ON THE ORAMING STOP MOULDING BY DOOR INSTALLER (m M) 21e YEIJOW PRE JAYS /-2D GA MR. GLV. STEEL as sQE / 20 GA GALV. STEEL OTTER STILE BRACKETS WITH ONE 14 GA.XVNGE EACH HNGE FASTEIEDF70 L le u CALV. MICE. EACH R FASTENED TO STILES 4 i146/e' SHEET i WITH (II. STEEL TRACK B R END SIRES WHIN (4) /14A5/8' SHEEP YEFAL METAL SC SALVED TO EACH BRACKET E 1/4't5/0' MOLT Q NUT SCREMS XQ OR TYID 1/4 DVL RIVETS SELF I. SI10 BALL SHORT STEM M NRDN TIRE STEEL ROLLER WITH � b oo GTE DESCRIPTIM 11 5/2007 1 ADDED IMPACT RESISTANT LIFE OP71ON 12 11/30/07 ADDED 76V, COMBINED CLOPAY, HOLMES AND IDEAL M/ 13 08/08/08 ADDED M/N 42B. 48B. 55S 14 10/21/08 ADDED M/N 4F 15 12/2009 ADDED 'CARRIAGE HOUSE' EMBOSS DOORS. 16 08/26/10 ADDED IMPACT RESISTANT ASSY (-A) AND STANDARD 17 01/2012 REVISED WIND SPEED TABLE FOR ASCE7-10. HOROONIAL TRAM SUPP DOORS OVER B' TALL DOOR 167i L ER (II 13 GA. GALV. STEEL FUG BRADIRT. EACH FASTENED TO WOOD JAMB WITH (3) 5/1Cm-5/e' LAG SCREWS 2• GALV. SAILED TWIC$ TRICK 71UIGIOES4 .060' Yel TYP. 2-1/25112 fA GAW. S TRN T16 DOOR MEETS OR DMEMS THE 0E9QI TOADS FOR THE UtTWOE IWD SPEEDS LISTED DEL M ACCORONG TO THE FLORIDA BUILDING CODE OR THE MDEMTgML DUIU NG CODE (BASED ON ASCO-10) FOR THE Fafr t0H41RIOrs 1) EIHaDSED BIIIDHG, '� DOOR NOS) ES MOM N FIND lOIE >) ANY ROOF SLOPE AND 4) TESTING N ILY:DR011/Q MITI ACCORDANCE SI S B(A QUOEED DE.SI iROFL01 pRidMMAT06 V LLTDMIE Drfl SPQR TE VI LT5 I40 143 ASS 00 EXMISURE G1F]a0' I, C, 0 R C, D D, C ], C W II'IN A!s HE]OT >?y t5' 29 15' 3a LIW TOP BRACKET DOI1gE NORIZONGL TRACK Dg1P: TRACE( LONFICURATKIN ODnW ABE THE DOOR OPENING DOES NOT AFFECT THE WSW LOAD RATING OF THIS DOORHORIZONTAL TRACK . PPORT Er DOOR NSTILLR� (TOO MR e' TALL DOORS AE) UNDER 13 rA STO STEEL FLAG AMR WITH FAHI FASTENED Ir WOOD JAMB REIN (3) S/16'IL1-5/D' W000 lM. SCREMS ' BElMED1 FOG AND 70P 1R/LT( BI(AOfEf E%C® 30' O.G � t• I 4Y YM !E x • FOR DOORS OVER v 12'-0' HDGHI 1RICJ( a • COMKiURATDN SPA NOf ur ETC® cNsI SPFACT PIMYMOR CMBTAT TROD. o FOR YIXE DETVL a TOO. NOTE D"F TRACK IOW1 " TRACK AVAH�AS NEEDED, 0 Clopay DESIGN ENGINEER MARK WESTERFIED• P.E Building Products ►SILO DOH 44,00440 FLORIDA P.E. /48495, (513) 770-4800 HC RE /23832. Coo On TEXAS P.E. #91513 CIO" CmpmaUm AT Right. Rnwvs . FLORMA PRODUCT MCAT APPROVAL 15279 9/23/96 D MWW BY, �� ME"" GA GALV. s1EE1 TRACK BPACIRT. MIS PER SIDE DESIGN LOADS +W.0 PST. k -3ZO PST-. TEST UOADS +45 PSF. i -4e.0 PSF. VDOLOAD RATING MAX DOOR SIZE W S 9'W x 16-H T� CLASSIC AND CH RP STEEL PAN SINGLE -CAP, 9'W +30/-32 PSF WAVING W®ER. - VE1t B 102110 - A/B IBC ,. CLASSIC`" COLLECTION ; VALU E _ - Common Door W1* W2 W3 W4 Widths x --r 8', 9' Wide S +16/185 +20/ 21 Door +13115PSF . , W $ PSF+ P.SF PSF 10,12 S S it h Wide Door +125/r,14 +155/-17 PSF PSF ., PSF a24 /-24 5 FS, a g 16' Wide +125/ 14 +1557 17 -i20/ 21 WS, Door PSF PSF PSF+24/ 245PSi 18' Wide S F;S* FT- +1251 14 SELECTW3 i Door PSF ¢ PSF +25! 25 PSF 8', 9' Wlde $ SELECT W4 SELECT W4 x Door 1 +13/ 15PSF' q °r+25/ 32PSF t (U) . 10', 12' S Wide Door +125/ 14 SELECT W5 SELECT W5 1 SELECT W5 PSF v . 16' Wide Door +12 5/ 14 SELECT W5 SELECT WS SELECT W5 PSF " 18' Wide S Door +12.51-14 . PSF W5 SELECT W6 S Standard Windows Available W Impact Windows Available (SR Impact Rated F Florida Approved For W6-W8 doors over 9' wide, add 2"to the door opening. Long window availability is limited due to reinforcement requirements. For W1, Model T50 is used. Model T50 is a tongue -and -groove 1-layer door. W6 � F S PSF F S* W7 W8 yFTW . /=48 PSF 4),P T W D Dade County Approved T Texas Department of Insurance Approved 18 STEP 4: - Using wind speed (MPH), exposure and structural type, find your required design pressure and WiNDCoDE° "W" rating in the charts below. DESIGN PRESSURES The design wind load pressure rating of a door as expressed in PSF (pounds per square foot). The design pressure of the door must equal or exceed the design pressure for the garage door opening in which a door is to be installed. Design pressure has positive and negative values. a "Lp� f•S'J •� " SV Ily� ''�E i ' '. `:�aor=�!F} ' ..nf..�rrk�Z• .5A,�`"� F .a �f cp�'��;.fz� rk. _MR,;e>o �l.� My0V..:.6_•.,:✓ . B, �F�4 $t"+4�5ag3�: r ��xa � o. .,� jf u6 oq`Y�k� ..�Y �.;,p..[S` irT!.. 1�si- i.` BY�iP.�.& fl.4 f�t `,t��i.� �yJ:e� t Ultimate 115 120 0 140 150 160 170 180 190 200 r Wind Sp MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH Single 12.5 13.7 16.1 18.5 21.3 24.3 27.6 30.6 34.2 38.0 Less 9' x 7' -14.2 -15.5 -18.2 -20.9 -24.1 -27.5 -31.2 -34.6 -38.6 -43.0 Than 30 Feet Double 12.0 13.1 15.5 17.7 20.4 23.3 26.4 29.3 32.7 36.4 16' x 7' -13.4 -14.6 -17.2 -19.7 -22.7 -26.0 -29.4 -32.6 -36.5 -40.6 Equivalent Nominal 89 93 101 108 116 124 132 139 147 155 I I Wind Speed - / MPH I MPH MPH MPH MPH MPH MPH MPH MPH MPH -1yLelabR, � �.Da6►�`� ��� � � ,. �� � � �,� t� •�,a �; �4, .� ���, Fd „3� ,, ��,;�akJ� ��,+.��.�N �?�.. ,�'�.�Y�e��,�� .,.���F ��,}� I(a1`@`C M.�. �`�, O��It(ry"�€t1�tl �� ,+ �1�• _���� �" �� Y' ,HergHt r ,, r�' '�r�` � z� t�`7?�'W� � � � Ultimate 115 120 130 140 150 160 170' 175"' 180 - 190 200 Wind Speed -> MPH .MPH MPH MPH MPH MPH MPH MPH MPH MPH • MPH Single 1512 16.6 19.6 22.4 25.9 29.5 33.5 35.3 37.1 41.5 46.2 15 Feet 9' x 7' -17.2 -18.8 -22.2 -25.3 -29.2 -33.4 -37.8 -39.9 -42.0 -46.9 -52.2 Single Story Double 14.6 15.9 18.8 21.5 24.8 28.3 32.1 33.8 35.5 39.8 44.2 16' x 7' -16.2 -17.7 -20.9 -23.9 -27.6 -31.5 -35.7 -37.7 -39.6 -44.3 -49.3 Single 16.8 18.4 21.7 24.8 28.6 32.7 37.0 39.0 41.1 45.9 51.1 25 Feet 9' x 7' -19.0 -20.8 -24.5 -28.0 -32.3 -36:9 -41.8 -44.1 -46.4 -51.9 -57.7 Double S Story Double 16.1 17.6 20.8 23.7 27.4 31.3 35.5 37.4 39.3 44.0 48.9 I 16' x 7' -18.0 -19.6 -23.1 -26.5 -30.5 -34.9 1 -39.5 1 -41.7 1 -43.8 -49.0 -54.5 Equivalent Nominal 89 93 101 108 116 124 132 136 139 147 156 Wind Speed -1 1 MPH MPH MPH MPH MPH MPH 1 MPH 1 MPH 1 MPH MPH MPH 'Broward County is 170 MPH, Exposure C for most residential buildings. "'Miami -Dade County is 175 MPH, Exposure C for most residential buildings. The design pressures listed are the minimum required. Recommended WINDCODE' levels meet or exceed the required design pressures. MPH = miles per hour PSF = pounds per square foot Y j?,F,'1T�Y"j CLi�C � .. � �": ����` "?)y .. "t L � . 1 '� �i ye *�y "'� t VJ� 'A +�N"'' �"°kiry y1 xr"d�n y: T•"�`�l �� yyN `h^' dJ 4' �'4 4yT�'jy� _ C �;wY •l 7 r'! V':m 9 ^ � 4'�:�' 7(,aP.': �' `+.i:. .. ,'. s.tl�.. �:,M�t nA»w.R.+n ��w. �.�nt; ���,n NIhW5Ya1�1 ..rc.�m��V ,n i , .. ., �v...'�. ��tiM�•- k Y8 ,`!'1+�!r�?V� .� .„VFi°f�yme",,M, ,?h�� �. r'�`r:'tx, ,."u, .��.J.'x:� $�N..,��. .,W _�4 Y.4 �, }`.. `.J 115 120 130 140 150 - 160 170 180 190 200 Structural Type MPH. MPH MPH MPH MPH MPH MPH MPH MPH MPH I W1 W2 W3'= W3 W4 W5 W5 W6 W6 W7 Two Story W1 W2 W3 W3 W4 W5 W5 W6 W6 W7 c'' 'a �,t���pz w. 130 140 150 160 170' 176- 180 190 200 115 120 Structural Type MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH One Story W2 W3 W3 W4 W5 W5/W6 W6/W7 W6/W7 W7 W7 W8 Two Story W3 W3 W4 W5 W5/W6, W6 W6/W7 W7/W8 W7/W8 W8 W9 'Broward County is 170 MPH, Exposure C for most residential buildings. '"Miami -Dade County is 175 MPH, Exposure C for most residential buildings. MPH = miles per hour 3