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Home My WebLink AboutSUBMITTED PAPERSI v r- '- OFFICE USE ONL DATE FILED: �� a7 PLAN REVIEW FEE: Mr fl.. V U RECEIPT NO.: PERMIT NUMBER: I3 - ao66 CONCURRENCY FEE. RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. 4. 5. 9. 10. 11. 12. 13. 14. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS D ; ISI N 2300 Virginia Avenue C Ft. Pierce, FL 34982-5652 8 Y 772-462-1553 St. Lucie COun ty APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: 36-S- '11�1 PROJECT'NAME: / > N SITE PLAN NAME: PROPERTY TAX ID #: 34ez 2 - g--3 0- acq v i " Of) O -- 6 LEGAL DESCRIPTION (attach extra sheets if necessary): i5r/ 3,; � Z" / y3 PLAT BOOK c -,;1" . PAGE NO. /% / - :;?3-7. BLOCK NO. _ 8. LOT NO. PARCEL SITE (ACRE 7,SQ FT.): � LOT DIMENSIONS: �� Z-41' ./-K 0 lei COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: 0, f% .a - SETBACKS (ACTUAL) FRONT: TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] [ ] RESIDENTIAL [ ] �]' OTHER (SPECIFY) _ DESCRIPTIION OF PROPOSED USE: I SQ. FT OF 'CONSTRUCTION: RIGHT SIDE: LEFT SIDE: EXPANSION/ADDITION [ ] INTERIOR RENOVATION COMMERCIAL [ ] INDUSTRIAL _ � P 16. VALUE OF CONSTRUCTION: $ 15. SF. FT 1 st FLOOR: The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the vahic`.;is $2500 or more, a RECORDED Notice of Commcnccmcnt must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 A OWNER INFORMATION NAME: ADDRESS: CITY: � Az �u � STATE: PHONE (DAYTIME): Cn7� 03 C'y roc--- Email: ZIP:.�� IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): STATE: ZIP: CONTRACTOR INFORMATION ST. of FL REG.CERT #: ST. LUCIE COUNTY CERT #: BUSINESS NAME:' QUALIFIERS NAME: ADDRESS: �I'&O;k CITY: /=/ STATE: ZIP: r 3 %;'U-7 PHONE (DAYTIME): (7?, � 1�y CO FAX NO. 7�a ��/- Email: e/�� T ARCHIT/ENGINEER: �'cialt 7 ADDRESS: _8126 CITY: STATE: ZIP: PHONE (DAYTIME): 0 '77S/ BONDING COMPANY: ADDRESS: CITY: STATE: MORTGAGE LENDER ADDRESS: CITY: STATE: ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. 3 i ,l OFFICE USE ONLY SECTION a TOWNSHIP RANGE a MAP NO. ZONING �S r LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1' FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE O AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS .IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DA I;kl 12,41-62 RECEIVED 611.3 DATE COMPLETED INITIALS i CERTIFICATION: ' This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building pen -nit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE 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 JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. ZN owME-0,6k CONTftA7CTOR SIGN" TURE STATE OF FLORIDA COUNTY OF 'S k , \- V c The foregoing instrument was acknowledged before me this 5� day of �i J by C f 0, 5-A'1'� 201"') , who is personally, known or has produced �\ 4 a!s - \ \i - 1661 \ A 6' O as identification. Signature of Notar DEANNA GIVENS "v'P`�I ; Nol P bIic -State of Florida Commission No.ti`b $ �y�}�Expires Dec 16, 2016 .•_MY • "o= Commission # EE 856761 �� iF OF F nC•`�� Bonded Through National Notary Assn. CONTRACTIOICSIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this S`1111 day of b k c— , 20 13 by Cc o.• n. �1 Q,� S�� 1'� who is personally known or has produced \N ya3- \ \1- 6a\ - Iq 6 '�b as identification. Signature of N Commission No. NOTE: TWO (2) SIG ATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR.TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THt FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. ' For specific instructions see appropriate permit 4hecklist. PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DMSION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY (Company/InIndNi dual Name) will be using the following sub -contractors for the 'i�+ �! project located at �(� S �� -G a'�r�► .aC �`r�`-r� (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical - — (JO�AC9 /_-2. Plumbing1�`�� HVAC/ Mechanical Roofing Gas ni FIC'F IiISF ONTN: PERMIT ISSUE DATE: NUMBER: I •• N PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT i St..Lucie County Contractor Certification Number: 2098 State of Florida Certification Number (if applicable): ER0000122 ILaw's. -Electric,I.nc_ have agreed to be the (Company Name/Individual Name) Ielectrizal (Type of Trade) sub -contractor for (PrimaryContractor) for the',projcct located at �( �" �("� �.�,.,,� (Project Street Address or Property Tax ID #) I It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department I of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) I I BUSINESS QUALIFIER (Name of the Individual sho%vn on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED I James 0GPATUKE PRINT NAME Business Name: Law'-s Rlec-tric,Ia-c. Address: i City/State7Zip: i Phone: OFFICE USE ONLY: W_ Law 218 Beach Avenue Port St_ Lucie. F7_ 34952 772-464-3969 email: PERMIT # ISSUE DATE I /,� 7— —,-_2 o DATE �Prw �� 3ia -�� • oft PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: q� zo State of Florida Certification Number (if applicable): have agreed to be the (Company N �u sub -contractor for ati y �� ,• y /�,G (Type of Tra le) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood; that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: e ! Address: q// City/State/Zip: t arc P 3 Y!? a Phone: 77%'Sr?� +'EGS email: �w��v�e��®/15Q�/� • ✓�e! ATURE P T NAME DATE STATE OF FLORIDA, COUNTY OF� �J THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME Y OF ` —e,,6X 61-e , 20 J 3 BY [/ z LFC6%D WHO IS PERSONALLY KNOWN OR HAS PRODUCED ( ) AS&ATUREOFNO'T Tj v/ j� STAMP PUB PRINT NAME OF NOTAR i"• STEVEN E. GREENWOOD Commission EE 0)W Expires June 22, 2D15 BerM TW Tmy Fein mamma $W,1*7019 OFFICE USE ONLY: PERMIT# ISSUE DATE i JOSEPH E. SMITH, QJERK OF THE CIRCUIT COURT - SA LUCIE COUNTY FILE # 3909132 PWOK 3589 PAGE 1743, Recorde/20/2013 at 10:42 NOTICE OF COMMENCEMENT Permit No. %3/2— 06)64 Tax Folfo No. r3 yr9- �O OUST- dUU•-G State of Florida County of St. Lurie The undersigned hereby gives notice that improvement 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. I Legal ptlon of Proper/y (and street address if avaiia/bl ): 1 / ��ty /J�� (-� Jl • / q-A st^�-L-+_+1� General description of improvement:lJD�i.% Cio�nn v rxrr a �Grx �.a.. I lc_y� Owner Information or Lessee �tif ormation If the Lessee contracted for the Improvement: Name �i�.r�-A /�eeytti•- Address Arai .�� . AA r - Interest in property: Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Number: Surety (if applicable, a copy of the payment bond Is. attached): Amount of bond: $ Name and address: Phone frumber. _ Lender Name: hone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.23 1)(a)Y., Florida Statutes: Name: Phone Number. In addition to himself or herself, Owner designates of Uenor's Notice as provided in Section 13 13(1)(b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of and belief. of Owner or Lessee, or OwnePs"or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing instru.{m_ennt was acknowledged before me this �O day of k, 20 r�j BY- T�Trfl2rt�C W`P.t/fir as OW0As for Name of Person Type of authority (e.g.officertrustee) Party on behalf of whom Instrument was executied Personally known _or produced Identification-Z (Signature of Not Pub is -St f Florida) v=' "' "•Hut26eN7U1FZ (Print, Type, or Stamp Commissioned Name of No%:�virese/212014 JBLIC Type of Identification produced_�j L .'r FLORIDA r OD997823 STATE OF FLORIDA ST. TI TRl ORI By: Dat_ w 0c !VC _.. .. is ..... „. .. _.,.. _...� .4:_.._., ....,,'. _ ..;: . I Page 1 of 1 1110irl �Ucea nseeffidentiy. Reg Home I Log In I User Registration ! Hot Topics i Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Mi roduct Approval ;ER: Public User .Product Approval Menu > Product or Application Search > Application List rch Criteria Code Version 2010 FL# 15279 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# Tvlpe Manufacturer lVallidated By Status FL15279-R1 History Revision Clopay Building Products Company Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies Gary Pfuehler (513) 519-6566 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement : ;Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -record: electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contac *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must prov with an email address if they have one. The emalls provided may be used for official communication with the licensee. However emai record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made'aN To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Page 1 of 6 Must, e6t& 9 ®. ♦ # 4 9 OtWhl r Florida Departmentof BCISIHome I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts Publications Busines Professi I gar 'Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FBC Staff BCIS Site Map Links Search I FL'# FL15279-R1 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 n Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@clopay.com I Authorized Signature Scott Hamilton FILE C P shamilton@clopay.com I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category Subicategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Exterior Doors Sectional Exterior Door Assemblies Certification Mark or Listing Intertek Testing Services NA Inc. - ETL/Warnock Hersey Gary Pfuehler R Validation Checklist - Hardcopy Received Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Florida Licensed Professional Engineer or Architect FL15279 R1 Eauiv 20120306 - FBC - DASMA 115 eauiv.odf Page 2 of 6 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 06/18/2012 06/21/2012 07/02/2012 e f i ,«• `a � � r � Summary of Products Go to Page Page 4 / 7 JFL # IlModel, Number or Name ILDescription 15279.61 661 W5-16 PANSP-2F156: 76SP, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 76VSP IWINDCODE@ 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 Approved for use outside HVHZ: Yes of inspection.odf Impact Resistant: Yes FL15279 R1 C CAC W5 Listing Intertek.pdf Design Pressure: +32 PSF/-37 PSF Quality Assurance Contract Expiration Date Other: Solid doors (no glazing) or doors with optional 05/21/2028 impact -resistant glazing are impact -resistant (large missile Installation Instructions impact). FL15279 P1 II 103723-A-Rev08.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Partv: I15279.62 062 W5-16 SPO-217449: Grand Steel Pan (min. 24 ga.) with Overlay Double -Car (9'2" up to Harbor, Stone Manor 16'0" wide) 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 Approved for use outside HVHZ: Yes of inspection.ndf Impact Resistant: N/A FL15279 R1 C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R1 II 103553-Rev06.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA Inc. - comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.63 063 W5-16 W-1B899: Reserve Reserve Wood Double -Car (9'2" To 16'0" wide) Collection RHxx 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/-33.5 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). 64 11064 W5-16-B AL-1F499: Avante TM Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF/-30 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). Certification Agency Certificate FL15279 R1 C CAC Letter with proof of contract and proof FL15279 R1 C CAC W5 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 102536-Rev06.odf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Full View Aluminum Residential WINDCODE@ W5 Sectional Door, 12'3" to 16'2" wide Certification Agency Certificate FL15279 R1 C CAC Letter with proof of contract and proof FL15279 R1 C CAC W5 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 103447-Rev04.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Page 3 of 6 ME 1 11 Created by Independent Third Party: 15279.65 =r�� 5-16-C AL-1F499: Avant eT"^ Full View Aluminum Residential WINDCODE@ W5 Sectional Door, 12'3" to 16'2" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 Rl C CAC Le , ith : f o c oof of inspection.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +32 PSF/-32 PSF FL15279 Rl C CAC W i q er k.paf Quality Assurance Cora' x 'rati Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 Rl II 103446-Rev04.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA Inc. - comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 15279.66 066 W5-16-HY DSIE-1A171: 2050, Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE@ W5 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 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.pdf Approved for use outside HVHZ: Yes Impact Resistant: No FL15279 Rl C CAC W5 Listing Intertek.odf Design Pressure: +32 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 Rl II 102185-B-Revl2.odf windborne debris regions. Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.67 067 W5-16-HY DSIE-1A171: 2050, Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE@ W5 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 Rl C CAC Letter with proof of contract and proof of insoection.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL15279 Rl C CAC W5 Listing Intertek.odf Design Pressure: +32 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: Solid doors (no glazing) are impact -resistant (large 05/21/2028 missile impact). Installation Instructions FL15279 R1 II 102185-A-Rev12.odf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 15279.68 OF68 W5-16-HY PAN-2F143: 84A, Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'0" wide) 94, 4RST, 4RSF, 48, 48B IWINDCODEO 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.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL15279 Rl C CAC W5 Listina Intertek.pdf Design Pressure: +34 PSF/-35 PSF Quality Assurance Contract Expiration Date Other: Solid doors (no glazing) or doors with optional 05/21/2028 impact -resistant glazing are impact -resistant (large missile Installation Instructions impact). FL15279 R1 II 101922-A-Revll.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 15279.69 069 W5-16-HY PAN-21=153: 84A, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 94, 73, 75, 1500, 190, 4RST, 4RSF, WINDCODE@ W5 Garage Door 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 Rl C CAC Letter with proof of contract and proof Page 4 of 6 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +32 PSF/-32 PSF Other: Solid doors (no glazing) or doors with optional impact -resistant glazing are impact -resistant (large missile impact). FL15279 Rl C CAC W5 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 101922-A-Revll.pdf Verified By: Intertek Testing Services NA Inc. - TL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.70 070 W5-16-HY PAN-2F153: 84A, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 94, 73, 75, 1500, 190, 4RST,, SF, WINDCODE® W5 Garage Door 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +32 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. 15279.71 11071 W5-20 AL-SF499: Avantelm .1mits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF/-30 PSF Other: The OPTIONAL glazing available for this product neets the wind load requirements of the building code but )DES NOT meet the impact resistant requirement for vndborne debris regions. The product without glazing DOES :omply with the impact resistant requirement for windborne iebris regions (ref 1609.1.4 FBC). Agency Quality Assurance Contract Expiration bale 05/21/2028 Installation Instructions FL15279 R1 II 101922-B-Revll.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Full View Aluminum Residential WINDCODE@ W5 Sectional Door, 16'3" to 20'2" wide Certification Agency Certificate FL15279 R1 C CAC Letter with proof of contract and proof FL15279 Rl C CAC W5 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 103448-Rev05.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.72 072 W6-09 DSIE-1A171: 2050, Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W6 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +37 PSF/-37 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 -omply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R1 C CAC Letter with proof of contract and proof FL15279 RI C CAC W6 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 101654-Rev13.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Partv: 15279.73 073 W6-09 DSIE-11`171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HDG, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, 68, WINDCODE® W6 Garage Door with Optional Impact- SP200, SF200, SE200, 6200, 6201, Resistant Lites 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +37 PSF/-40 PSF Other: Solid doors (no glazing) or doors with optional impact -resistant glazing are impact -resistant (large missile impact). Certification Agency Certificate FL15279 Rl C CAC Letter with proof of contract and proof FL15279 Rl C CAC W6 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 101526-A-Revl6.pdf Page 5 of 6 Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.74 074 W6-09 DSIE-11`171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HDG, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, 68, JWINDCODE@ W6 Garage Door SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +37 PSF/-40 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. Certification Agency Certificate FL15279 Rl C CAC Letter with proof of contract and proof FL15279 Rl C CAC W6 Listing Intertek.odf Quality Assurance tract Expiration Date 05/21/2028 Installation Instr FL15279 R1 II 10 9 1 ; - 16 df Verified By: Intert; c T j Iry - =TL/Warnock Hersey y Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.75 075 W6-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga, min.) Single- AR2LP, ED2SP, ED2LP Car (up to 9'0" wide) WINDCODE® W6 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R1 C CAC Letter with proof of contract and Droof Approved for use outside HVHZ: Yes of inspection.odf Impact Resistant: Yes FL15279 Rl C CAC W6 Listing Intertek.pdf Design Pressure: +38 PSF/-42 PSF Quality Assurance Contract Expiration Date Other: Solid doors (no standard glazing) are impact- 05/21/2028 resistant (large missile impact). Installation Instructions FL15279 R1 II 103954-A-Rev03.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.76 076 W6-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- AR2LP, ED2SP, ED2LP Car (up to 9'0" wide) WINDCODE@ W6 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 Rl C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: No FL15279 Rl C CAC W6 Listino Intertek.pdf Design Pressure: +38 PSF/-42 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R1 II 103954-B-Rev03.pdf windborne debris regions. Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.77 077 W6-09 DSIEO-1M479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +38 PSF/-42 PSF Other: Solid doors (no standard glazing) are impact - resistant (large missile impact). Double Skin Insulated EPS (exterior skin 27 ga. min.; nterior skin 27ga, min.) with Overlay Single -Car (up to,9'0" ,vide) WINDCODE@ W6 Garage Door Certification Agency Certificate FL15279 R1 C CAC Letter with proof of contract and proof FL15279 Rl C CAC W6 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R1 II 103223-A-Revll.pdf Verified By: Intertek Testing Services NA Inc. - =TL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.78 078 W6-09 DSIEO-1M479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Coachman/Settlers/Affinity interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" Page 6 of 6 II Ilwide) WINDCODEO W6 Garage Door 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.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No FL15279 Rl C CAC W6 Listino Intertek.Ddf Design Pressure: +38 PSF/-42 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 Rl II 103223-B-Rev11.Ddf windborne debris regions. Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.79 079 W6-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE@ W6 Garage Door 8131, 8133 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: N/A FL15279 Rl C CAC W6 Listing Intertek.Ddf Design Pressure: +37 PSF/-37 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL standard glazing available for this 05/21/2028 product meets the wind load requirements of the building Installation Instructions code but DOES NOT meet the impact resistant requirement FL15279 `Rl II 104180-Rev0l.Ddf for windborne debris regions. The product without standard Verified By: Intertek Testing Services NA Inc. - glazing DOES comply with the impact resistant requirement ETL/Warnock Hersey for windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 15279.80 080 W6-09 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W6 Garage Door with Optional Impact- 8201, 8203 Resistant Lites 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.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL15279 R1 C CAC W6 Listing Intertek.Ddf Design Pressure: +37 PSF/-40 PSF Quality Assurance Contract Expiration Date Other: Solid doors (no standard glazing) or doors with 05/21/2028 optional impact -resistant standard glazing are impact- Installation Instructions resistant (large missile impact). FL15279 Rl II 104184-A-RevOl.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: Go to Page 4 Page 4 / 7 r � V � i t + ° w l• 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: ® e0hek c11 -1 FE ((e'' MEleml\lE 'TS F011 1e' MDE OOtlI �AOm (10PoaCtT�W YNK. STANDARD SQE 6 1Ft/2tle•. WACr III®I■I®IIIII®IIIII�III�I�il�lll®IIIII®I■I��ill' TAT -rma mmii imm I mmmimmmimmall�1� : III III \ I I I I ICI I I ICI ICI I PUT..PER DDOO�SECIgON. w05 L_.—� " L OPTIONAL OUTSIDE KETED tax POSITION MAIL DDOR WIDN - m'-W 1/Y13' lID SCaIS OM 14' rFlfIF1i5 1' OA WASMI STEP MmADIR m OOOR INSTALLER (TO SUIT) REQUI S". LIiD txOva wr eT: CNINIID6TIN (OUT NET REpA✓fD) ro PR01LE A PLUSH LIOR1rFNo SLAFAE 2.5 V010N PINE A" zO G LWL aALv. Stta Co STIL NORQOMTAL ,WIGS DO NOT 7RANSNR LOAD. 20 G GALV. STEEL MEAL SHIE12 G MLV.ACKTI:ACKETS SIFEVE ,VICHIDIS ON 1eS' CFIIIFRS (Cr80 BmCIG Oli 20' CEIIIEAS C]000 FASFTxE TAHN3/e"K4' VEIN ONE 5/fe11-5/REWTAPCON SCREWS ON 125 CENTES (000 PSI MN SLEM ANCHORS 1' EA WA4[AS ROxAI D) A PEA TRKET.Wmt IF 7/1C LG ROINo PtCPrxv. sTFF1cOOFRPROIIDE fiASIDFI2(. iER). ro NnR STAES W 4eSIEET ro u OVv. STEEL TRAS. HEn1YGVvsTmm 14 G r V. SIFt2 P TO ENDTRACK WACHED TO EKET WITH ONE 1/4T6/e'UT SIG iET MEOL SamRS 4� 1 4�4 .E F 7APPIq SCREWS PER END IN6EORTIO1/4 -I Y THICK pM FCAETS Y 10 BALL SHORT STEM SEE¢ ROI1A WIM SRFL OR NAON TIE 2sGMN SM r �eN�-0N�OPR.WER. GALVVO1AND406 tENAAREION A>< _ � r TOPAmae�N TO am SIDEB OF STEEL SIWL 12 G CALACKET. STEEL TOP F� THE mw DAP THE SUPPORTING mercFURAL DEPFDas SWU BE THE I.SPOHSIBM' OF THE PROFESSIONAL OF B� ¢r ATDaEOEACH 4) RDmFm FOR THE ewDla w STRUCTURE wro N ACCORDANCE �1P ITN CURRENT BUILDING CODES FOR THE LOADS LmED ON SHP LAP .IONIS. ts.e/e' sFaxT MET THIS DRAINING, 1/ DENsn'r POLrsnROE FnALL IWSUXtON t�f' /Is. TICK WON MOL HLANCEII BICtORDIGAGES 14 G GALv STEEL o m vvauckWCH D TR�AA. END SLIDE BOLT (INSULATED Woods Oar) PwnEr�ro END VIER. SALE FAa1 SIDE-000uR' n K RHE 57IS W 4 14G LOCK ON t (4) 1/4TD/4' SF1F EACH 3' TALL�p_K gg U-0NK 20 G GICITSTEEL TIPPING SCFRI/S OUTSIDE IR1'ED IrtOIE OF DOOR. OB 08/De/Ce ADDED M/H 42% 488. 09 10/21/08 ADDIm IRL OPTION 10 10/30/10 ADDED IMPACT RESISTANT AM DUAL (-A) Arm STANDARD DETAIL (-B). 11 01/31/12 REVISED WIND SPEED TABLE FOR ASCE7-10. — HORIZONTAL TRACK SUPPORT B! / pT „gimpy ppp� WON rsvILEN (m SUM iD1fFIt 0000. 006 NDT IiiFLT IS MD I1R TOP BRACKET IDID D Of 7105 DOOR. TRACK 13 Ch.CAW. STFFL FUD BRICIQT. Teat FASIQ® To avao LALm I1TN (» e�fe5n-s/r HOOD LAD SCREM L29 WORMJll�1BlMT sex. mseDrm TRACK N'ARAB IC AS AN OPIION THIS DOOR MEETS OR EXCEEDS THE DESIGN (DADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASTED ON ASCE7-10) FOR THE FOLUO'MNG CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE AND 4) TESTING IN ACCORDANCE WITH AN9/DASNA 108. SITE -SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL WAY DIFFER. ULTIMATE VIND 140 145 150 160 175 SPEED (KPH) EXPOSURE B, C, D B, C, D B, L B, L B CATEGDRY HEM! R0HUGHT 25' 15' 25' IS' BO'] IMPACT RESISTANT ASSEMBLY DETALS DNAWIND 101922.A CECTION B-B IMPACT -RESISTANT GLe�ING OPDONI mme— Tr ,PIN mR aV[ w,«�iecn, za ,am�rrAoc� D� L � .�t2NANTT (llluM clod ml ND tMA¢ ram I'mf..vAEWIIDt rADIDo m FIYLW Wa I'm w .• N.I too L,ADK aoIDla RYA[ � Can Y GALV. SIM TRACK tQ1 TRACK TmIcwaSi .OW ee Q o IYP. 2-1/Y�12 G GLV. BfFFl TRACK 9YafET. gy (4) TR a� PER "OF BRAam UNIT To Exdm 3C O.C. SPACING TRACK �sx�RATIONNSSFMu NOT ElIO® MA1fMIN SPACING PROVIDED. CONSULT IN MORE DETAL IF ROD /t4Aa/e' SHWET METAL SCADS 0 t 443 4. 50F Brans uVUIII AaKxs AE1Y •C•C STANDARD ASSEMBLY DETAILS DRAWING f 01922-Ei NIMr ERNE IIIM LLV. NaIID W ODISmE SINAF. NDIF 1NQ F1t011f FRYE a IVI:IDRN NNW MICT�IINr ittAlE 18 f4A 1°KDFDevia�nL IV 4 fVM EW to S IEADtl SKEWS mum OFIKMAL oSe DA t/W ALTwIO LIVESAAwANc OFFICINAL.AC ILK OLAUND a NA9IOLIIE OPEN ON LttDE n APPROVED OX KASIC N AOmHmV4R TLIN aC1Tw �BKIIE DOOM AtiTaar ISDLEm N ollLrtawrJ: ELAN Ttrs suTIDx Ems TIE wID Lao It®LaalaS DAP TtW Haar LiALEIlO mOE DINpID amE Bur DOL511� ILssDVA HtEpARD@rT wa alreCelC (PfF. aYAIFA to FDO/IDci �-{ 3• f- 1 TALL . Zo .1 rxv. aoKSI . STEEL U-BAR. TWO I! -BARS SME - DESIGN ENGINEER: MARK WES HELD, P.E FLORIDA P.E. J48495, NC P.E j23832, TENS P.E. /91513 OE�GN LOADS: + .0 P. TEST LOADS: +51.0 PS.F t-7 e' INSIDE HANDLE 110 T� _ .� fCK SCREWS POT STIEI DPPfKi NMt LD➢L CLAPAY BUBDINC PRODlIC15 (mMPANY MANUFACTURING PR®LCT CDN) MASON. ON 45M 25GA. PAN-2F153 Clopay B513 DD0 w. (513) 77o-4aoo 24— PAN-2F143 PLOT' MAK DOOR Sim 1=48 16'0'W x 1 ' is u OALv. STEEL BODOM eILAaOE AUMINUM WfIN (» /14Ad1/e' SHWEf tErAL 5Ta`R a0m CKKpaatton AB Right. Re MO& DATE. 1/26/96 B u i I d i n g Products Th, depicted herein th. !y MODEL 73 75 84A 94; 1 @ DR Avmc N R®EW EXIFILSON e N�Nnwpq 9emeMn are Bob pope PIF�ns Ke- Of KM Cbpay Corporatlon and may not W nprodueed ORAVN BY. B 101922 """""I"®II''L Company m a„y form Without d'e Written pe,ml3aion. MWW FLORIDA PRODUCT UC T APPROVAL 15279 m