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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: ) FEES DUE: RECEIPT #: Permit #:I 1 h-O',5R Planning & Development Services Department Building & Code Regulation Division SCq� a e - 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 Y Q TeL 772462-1553 4C�E APPLICATION FOR ROOF PERMITcO�q SEE REVERSE 9OE WR INSTRUC110N3 1. Location/Site Address: I `� � l ?Or 10 Yl (� �I V CA 2. Parcel ID Number: 34C1- 1 Q - O 1a1 - f) 00 ` 9 Office Use Only Section Townshi Ran a I Map Page I Zoning Land Use Initials 3. Description of Project or Work Activity: fi2Qr 04-ShAalt 1'OOt a 1(ICe Lof we,40L. 4. Total Roof Area (square feet): ')T, ©OO 5. Roof Pitch: `D- 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ v]" Other Mom_ [Vf Product Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: S. �Acb 1 Address: FPc"A OCA(.Od RIVLI. City: f6(t,AfIZP State: R— Zip: 5A X2 Phone: 71Z -6M- 31 9. Value of Construction: $ 3H,15 16-Q`0 FI Reg/Cert #: C CC 13 2 (0 11-7 County Cert #: 2Z0?A Business Name: (All A PCI (7F)Ctrn Cell Phone: **Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in COm lZce�vhtgLhapplca a 1.)vs re datin construction and caning. Coles f2t ro(s, PRINT QUALIFIERS/OWNERS NAME SI TUBE OF QUALPEIUOWNER STATE OF FLORIDA, COUNTY OF _- 1 _',,,, ACKNOWLEDGED BEFORE ME THIS 1% Fc.MX�A DAY OF Wn\20-8,BY YM S PE NA LY KNOWN �TO ME OR HAS PRODUCED AS IDENTIFICATION IG N T510 TYPETYPEORPRIN NAME OFNOTARYJ (seal) r,N SONIA DESTAFNEY *t .17 MY COMMISSION#FF125420 COMMISSION NUMBER IA. 1,t EXPIRES May 21, 2018 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RES (407) 3Sa-01sa Floriaallota wice.com FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4262010 JOSEPH E. SMITH, CLEgv,OF THE CIRCUIT COURT — SAINT T7^,IE COUNTY FILE # 4012456 OR H 3689 PAGE 578, Recorded 11,. '2014 at 10:08 NOTICE OF COMMENCEMENT Tax Folio No. 10,� C)k2'p OOOg Sate ofFlodda Oxrntyof S. Llde The urderdged hereby gvssnotim that improvement will be made to ratan real property, and in aonrdaaewith lhapter 713, Florida Satdes, the following infonnation isprwided in thisNotim of mrnmeloanent. General deaiptim mrrtraded fa the Nmrvvener d. Nave Pddrs Interest in Naneaid Mroadaes Kane: AM r1ren VZO 80 mmractorAddres L Q Rune Nrnber.'Y7a Uia4Lyre10 9rety (f applicable, ampyof thepayment bond isatadi4: Amemt of bond: $ Naneandadrea Rlonenumber. IenmrNane: Fham Number: Rvmrswithin the State ofFlorida designated by(D o tenmwhom noticesa other dmsrernsmaybesavedas{resided bySation 713.13(1) (a)7., Rodda9atutes Rant Rare Number: In addition to himself or herself,(Mvrer designates of Uenor's Nod¢ as provided in S uon 71313(1)(b),Roddaaatubes Fhoror baofpe oreditydesgatedbyowna: reoiveaospyofthe EpirationdEteofnodwofwmmancement: (thee)piration datemayrKK bebeforethe mmgetion of mn4rudion adfira papnord to the contractor, but will be 1 year from the dateof remrdmgunless, adifferent date isqedfied) WPFWNGTO0ANRPNYRiYMDffSMAfEWT EOAMEiP TFEBSM'TCNOFTFEWnCFOFODMM134103v1E TAEo]J9CH�ED IMHUPE 2PAtMHdF5lA MGiAPIER713, B%'UI, MMCN 7lal3, RCRI)ASFATUTEEi PNDCPN fEdATIMDUiRMNGTWICEFOR IMRV.WUMTOYCURFR3"ERY.ANOIIfEOFIDMMBKEMBifMt1SrF£ ANDPOS•f®ONTFE.DBSTEEBMMTFERIST INSPB:F NIFYCUINIWTOCBTANFTNMONOOONaILTVMHYCURU3,XMMMJATTCFNFYBUVEOCMMa4NGWA7 at fE T(I,GNV(MNOTICEOFODMMBJCEMlK: l)rda penalty of perjury. I dedaettia I have read the foregoing m imMmnsneimne t and that the fads stated therein are true to the best of myMMedgemdbdief. (Signature e� or (Awnefsor Lessee's Authorized Officer/Oiredor/Partner/Manager nwY�et" (Signator/s Tde/ORce) '' I The foregoing indrumet y admaMedged before methiall day of OV ,20j4, as r")f)er forylerlsda Type ofauthority (eg offim, trustee) Party on behalf ofwhom instrumaRwasexemted SONIA DESTAFNEV�natfyl°aum oprodu dbedificatiWL Mey 21. STATE OF FLORIDA ST. LUCIE CBUNTY DBie• 1213012014 16:22 All Area Roofing FAX)772 464 6600 P.001/001 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax:772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit# IL4 11-032- I, ��l(lr'P_S 1 C_ GtS...—..... licensed.as.a(n)Contra> tor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. On or about la�Jc( �1� I did personally inspect the roof deck nailing (Date) workat: 13\11 4)CLEVACM-16 BWd (job site address) Based upon that examination I have determined the installation was done according to the current edition of the Florida Existing Building Code Section 611 or the product approval submitted (whichever is most str,gent). Signature and Seal STATE OF FLORIDA COUNTY OF 5hi U , P, _- License # Sworn to and subsc bed before me this — day of C�K. 209 by him . who is rsonally n to me or who has produced as i enti ication. Notary Public, State of Florida . /.'1 Signature of Notary: r), , Commission Number: p 0 (Seal) CEIVED DEC E 3 010)4 En 01/19/2011 L(17,= STAPNE1fION #Fp�2642gay 2 i,�018�Sivyyx�.Cnm 1210412014 09:06 All Area Roofing gW0772 464 6600 P.0011001 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or772-462-2172 Fax:772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit# jqT J—(D52 I, (hwn 5 rhakY', , licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *General, Building, Residential or Roofing Contractor oranyindividual certified under468 F.S. to make such an Inspection. On or about2, 1 did personally inspect the roof deck nailing (Date) work at: 131-1 rRo �I nd Ar-, (Job site address) Based upon that examination I have determined the installation was done according to the current edition of the Florida Existing Buildin de Section 611 or the product approval submitted (whichever is most strigent). ____C'CC 1321oi`lll Signature and Seal License # STATE OF FLO IDA COUNTY OF -E .( Sworn to and su cribed before me this 2� da o j - 20 by {'ll�[�,Qa _�' hoyispersonally known to or who has produced Notary Public, State of Florida Signature of Notary: k, _ Commission Number: (seal) En 01/19/2011 SONIA D:STAFPIEY MY COMMISSION #FF125a20 :�;`a`vp,.^ EXI IFIES May 21..2018 (40n a98•01M F1odtlaNaL1ryS0N1MC0m f 12/02/2014 09:34 All Area Roofing 11 lft ""^ 4646600 P.0011001 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34992 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit# igJLD52,L T I, NIQ1-�en b C' f9.hrin licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector 'General, Building, Residential or Roofng Contractor or anylndividual certified under 468 F.S. to make such an Inspection. On or about 1. 11z'1 �4 I did personally inspect the roof deck nailing (Date) work at: 131`1 Park rod 8f, (Job site address) Based upon that examination I have determined the installation was done according to the current edition of the Florida Existing Buildin de Section 611 or the product approval submitted (whichever is most strigent). c c 132 c01"11 Signature and Seal License # STATE OF FL IDA COUNTY OF Sworn to and sub cribed before me this r� d� f _ 204 by �}'11YV1 s;' is personally known to or who has produced Notary Public, 5tate of Florida Signature of Notary:' Commission Number: (Seal) En 01/19/2011 SOMA DDSTAPNEI/ 9� }�; MY COMMISSION #FF126420 EXPIRES May 21,. Poll (07) 399-0153 GIorIOUNoteryaervlce.com i ENGINEERING & TESTING, INC. Phone: (866) 781-6889 *Fax: (866) 784-8550 mrw.flo ddaengineeringandtesting.com 250 S.W. 131" Avenue Pompano Beach, FL 33069 DATE: 11/24/14 JOB ORDER #: 14-36371kev. CLIENT: All Area Roofing ADDRESS: 3921 S. US Highway 1 Fort Pierce, Florida 34982 PROJECT: Hood Residence Gulf Lok, 7/8" Nailstrip Roof Panel ADDRESS: 1317 Parkland Blvd. Fort Pierce, Florida FBC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS Proiect Information: Mean Height = 9' Exposure: C Basic/Ultimate Wind Speed: V It=170 mph Length = 80' Category: R Nominal Wind Speed: Vasd=V jt*-v0.6 Width = 66' Slope: 4/12 =18.4° (asd = allowable strength design) Parapet Wall: N/A Residential Kz = 0.85, Kzt =1.0, Kd = 0.85 Design Calculations: Velocity Pressure: q = 0.00256*KZK�tKdV2 Velocity Pressure (tl): q=0.00256(0.85)(1.0)(0.85)(170)2] = 53.45 psf Velocity Pressure (asd): q=0.00256(0.85)(1.0)(0.85)(170*0.6)21 = 32.07 psf Width of Pressure Coefficient: 0.1(66') 0.4(9') Effective Wind Area: <10ft2 External Pressure Coefficient: 1) GCP1 = -0.9 2) GCP2 = -1.7 3) GCP3 = -2.6 Design Pressures Based on Vasa: = 6.6' = 3.6' ) use: 4'0" Internal Pressure Coefficient: 1) GCP; = 0.18 1) Field P1 = 32.07*[(-0.9) — (0.18)] = -34.6 psf 2) Perimeter P2 = 32.07*[(-1.7) — (0.18)] = -60.3 psf 3) Comers P3 = 32.07*[(-2.6) — (0.18)] = -89.2 psf v17- Q,`�0 Quality 5 Nei ✓Iswrance t' a Page 2, 11/24/14, Job Order #:4-07Revise All Area Roofing - Hood Residence Gulf Lok, 7/8" Nailstrip Roof Panel 1317 Parkland Blvd.; Fort Pierce, Florida: Attachment Requirements: FLO A Based on the requirements of Florida Product Approval # 11651.15 RI, Table A with maximum design pressure of-161.0psf; the following are our recommended fastening patterns to attach the Gulf Lok, 7/8" Nailstrip Roof Panel, 26 Ga. Steel, 16" Coverage to the minimum 15/32" thick plywood decking utilizing #10-12 Pancake Type A fastener with 1/4" minimum penetration through deck in the following panel slot fastener spacing: Zones 1 (Field) 2 (Perimeter) 3 Corner Max. Total Uplift -63.5psf -63.5psf -161.Opsf Design Pressure Panel Slot 5-3/16" O.C. 5-3/16" O.C. 5-3/16" O.C. Fastener Spacing Gulflok Panel Clip Not Used Not Used Used 24 a. Notes: Comers and perimeter (edge, hip, & ridge) area dimension shall not be less than a = 4'0" (Zone 2: Perimeter (including along ridges) is a 410" wide strip, Zone 3: Corners are 410" x 41011) Our engineering attachment analysis is limited to uplift resistance only, therefore, it does not include waterproofing or aesthetic concerns as applicable. Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty (as applicable). All work shall be in compliance with the local building code product control notice of acceptance (product approval), the manufacturer's specifications and Florida Building Code 2010 Edition. Wind load calculations based on ASCE 7-10, FBC 2010 and information provided by client. All work shall be inspected by our field engineer (or authorized representative) or a building department inspector to verify compliance with specifications. Sincerely, / if Reza JavIdan, YE. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 MIAMI.FILE COPY P MIAMI-DADE COUNTY _ PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/nem Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Titanium-UDLTm 30 / Titanium PSU-30 and Titanium-UDLTM 25 PLUS / TitaniumT PSU-30 Underlayment System LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY ITI . 9 NOA No.: 11-0815.05 Expiration Date: 01/26/17 Approval Date: 01/26/12 Page 1 of 5 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT TABLE 1 Product Titanium-UD17 25 PLUS Manufacturing Location #1& #2 Titanium-UDL7 30 Manufacturing Location #1& #2 Titanium'" PSU-30 Manufacturing Location #3 Dimensions Test Product Specification Description 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with Type I & II one side coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with Type I & II two sides coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. 36" x 72' rolls TAS 103 Unreinforccd polymer modified bitumen material adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. MANUFACTURING LOCATIONS: I. MLl 2. ML3 3. ML4 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reyort Date Intertek Testing Services #3031783 TAS 104 02/19/03 3119607COQ-003B ICC-ES AC48 02/20/08 3124826-01 ASTM E108 02/19/08 3124826MID-007 ASTM E108 02/25/08 311801000Q-003 ASTM D226 02/20/08 3130639COQ-002A ASTM D226 02/20/08 3146738COQ-003A ASTM D226 04/22/08 3146738COQ-003B ASTM D 1876/ TAS 117 03/28/08 Trinity I ERD I15010.05.10 ASTM D4798 / D226 05/14/10 135520.06.11 TAS 103 / TAS 104 06/15/11 I38010.08.11 ASTM D226 08/11/11 I35520.08.11 ASTM D2523 / D1781 08/17/11 I35520.08.11-1 TAS 114 08/12/11 I35520.06.11 TAS 103 / TAS 104 06/15/11 NOA No.: 11-0815.05 Expiration Date: 01/26/17 MIAMMADE COUNTY Approval Date: 01/26/12 Page 2 of 5 APPROVED TITANIUM UNDERLAYMENT SYSTEM ASSEMBLIES: Deck Type 1: Wood Deck Description: 19/32 " or greater plywood or wood plank System E(1): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. All General and System Limitations shall apply. Base sheet: One or more plies of Titanium-UDLTM 25 PLUS or Titanium-UDLTM 30 applied with minimum 4" horizontal laps and minimum 6"vertical laps and mechanically fastened as noted below. Note: Titanium- UDLT 30 shall be inverted to provide a smooth bonding surface. Primer is not required when Titanium-UDLT 30 is installed inverted (printed side facing down) Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Primer: Metal/Tin caps shall be primed with ASTM D41 primer Ply Sheet: (Optional) TitaniumTM PSU-30, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: TitaniumTM PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6" vertical laps. Place the first course of Titaniumrm PSU-30 parallel to the eave and field, using a heavy pressure roller under safe conditions to further secure the membrane. Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal roofing, wood shakes & shingles or slate roof assemblies. Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For foam -on tile roof assemblies, approved use with Polyfoam Products PolyPro AH160 and Dow TileBond. NOA No.: 11-0815.05 Expiration Date: 01/26/17 Approval Date: 01/26/12 Page 3 of 5 Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E (2): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered All General and System Limitations shall apply. Base sheet: One or more plies Titanium-UDLTM 30 applied with minimum 4" horizontal laps and minimum 6"vertical laps and mechanically fastened as noted below. Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Primer: Titanium-UDLTM 30 shall be primed on the printed side with ASTM D41 primer prior to placement of cap sheet. Ply Sheet: (Optional) TitanimoTM PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: TitaniumTM PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6" vertical laps. Place the first course of TitaniumTM PSU-30 parallel to the eave, using a heavy pressure roller under safe conditions to further secure the membrane. Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal roofing, wood shakes & shingles or slate roof assemblies. Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For foam -on tile roof assemblies, approved use with Polyfoam Products PolyPro AH160 and Dow TileBOnd. NOA No.: 11-0815.05 Expiration Date: 01/26/17 Approval Date: 01/26/12 Page 4 of 5 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Titanium Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium-UDLTM 25 PLUS and TitaniumTM PSU-30 or Titanium-UDLTM 30 and TitaniumTM PSU-30, two-ply underlayment system, may be used in asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal roofing, wood shakes & shingles or slate roof assemblies. 5. The standard maximum roof pitch for the Titanium-UDLTM 25 PLUS and TitaniumTM PSU-30 or Titanium-UDLTM 30 and TitaniumTM PSU-30 two-ply underlayment system shall be 5:12 for flat tiles and 6:12 on profiled tiles with lugs. For flat tile applications at slopes exceeding 5:12, flat tiles shall be staged 2 base tiles perpendicular to slope behind a mechanically attached batten or toe board with maximum 7 tiles high on the slope atop base tiles (Total of stack not to exceed 9 tiles). At roof slopes greater than the above limitations, the use of loading battens or toe boards are required to load the roof tile. 6. Titanium Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system. 7. Titanium-UDLTM 30 / TitaniumTM PSU-30 and Titanium-UDLTM 25 PLUS / TitaniumTM PSU-30 two- ply underlayment system shall not be left exposed as a temporary roof for longer than 90 days of application. 8. Titanium Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. MAMI-DADE COUNTY —97 M END OF THIS ACCEPTANCE NOA No.: 11-0815.05 Expiration Date: 01/26/17 Approval Date: 01/26/12 Page 5 of 5 Florida Building Code Online Page 1 of 5 4. Q Florida i:parttrnent' BCIS Home Log In User Registration HotTopi¢ I Submit Surcharge State &Pact, Busines�)1 ' Professional +- Product Approval { � USER: Public User Regulation Product Approval Menu > Product or Aooliration Search > Aooliration List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL11651-R1 Revision 2010 Approved Q { _ e l: Va : mA F? w Publicab.m 1 FBC Staff BCIS Site Map Unks ! Search CIO 1�u,5 1.1 Gulf Coast Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-7852 ray@gulfcoastsupply.com Ray Bowen ray@gulfcoastsupply.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer u Evaluation Report - Hardcopy Received Terrence E. Wolfe PE-44923 Keystone Certifications, Inc. 04/12/2024 Locke Bowden ✓ Validation Checklist - Hardcopy Received FL11651 RS COI Letter of Certif.odf . FL11651 R1 COI Letter of Name chanoe.odf Referenced Standard and Year (of Standard) Standard FM 4471 FM 4471 TAS 100 TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 1995 2010 1995 2003 2004 2006 httncl-MInrirlahnilrlino nra/nr/nr nnn tit] asnx9narnm=wC:FVX()wtllasOFc5Kd/D2fTr7eC_ _ 1 1 /24/2014 Florida Building Code Online Page 2 of 5 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page = 40 Method 1 Option D 02/15/2012 02/23/2012 02/29/2012 04/03/2012 40 d Page 11 2 42 0 FL # Model, Number or Name Description 11651.1 0.032" Aluminum 5V Crimp 0.032" 5 V Crimp Aluminum Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI li Alum 5 V Crimp Details.odf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-108.SPSF Evaluation Reports Other: -108.5 psf @ 12" O.C. Install per manufacturers FL11651 RI AE Alum 5V Crimp Panel over.5 Plywood NONHVHZ Roof 2010 Format.odf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.2 0.032"Aluminum Gulf Lok 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II Alum. Gulf Lok over.5 plywood Non HVHZ detail.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party: Yes Other: -52.5 psf @ 5 3/16' o.c. fastener spacing. -116.0 Evaluation Reports psf @ 5 3/16" o.c. fastener spacing. Install per FL11651 RI AE Alum Gulf lock over 15-32 Plywood Roof 2010 fonnat.odf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.3 1" Mechanical Lock 1" Mechanical Lock 24 Ga. 16 1/2" Wide Roof over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 1 Mech Lock 24 pal over .5 ply HVHZ detail.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-138.5PSF Created by Independent Third Party: Yes Other: -71.0 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" Evaluation Reports o.c. clip spacing. Install per manufacturers details. For use in FL11651 R1 AE 1 Mech Lock 24 oa. over .5 Plywood HVHZ Roof 2010 format.pdf HVHZ Zones. Created by Independent Third Party: Yes 11651.4 1" Mechanical Lock 1" Mechanical Lock 0.032" Aluminum 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 1 in Mech Lock Alum details.odf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-101.0PSF Evaluation Reports Other:.-63.5 psf @ 24" o.c. dip spacing. -101.0 psf @ 6" FL11651 R1 AE 1 Mech Lock Alum over .5 Plywood HVHZ Roof 2010 format.odf o.c. clip spacing. Install per manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.5 1° SnaD Lock 1" Snap Lock 24 Ga. Roof over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 Rl II 24 ga 1 in Snap lock over .5 Plywood HVHZ details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-131.OPSF Created by Independent Third Party: Yes Other: -67.3 psf @ 24" o.c. clip spacing. -131.0 psf @ 6" Evaluation Reports o.c. clip spacing. Install per manufacturers details. For use in FL11651 RI AE 1.0 Snap Lock 24 aa, over .5 Plywood HVHZ Roof 2010 rormat.odf HVHZ Zones. Created by Independent Third Party: Yes 11651.6 1.5" Mechanical Lock 1.5" Mechanical Lock 24 Ga. 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RI It 24 ga. 1.5 in Mech Lock over .5 Plywood HVHZ details.odf Approved for use outside HVHZ: Yes As1...._..O_.._......-...nL'VVn...FT1....nL`,.cVO/74T..7..!' 11171A/'VNA Florida Building Code Online Page 3 of 5 Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-123.SPSF Created by Independent Third Party: Yes Other: -59.75 psf @ 24" O.C. clip spacing. -123.5 psf @ 6" Evaluation Reports o.c. clip spacing. Install per manufacturers detals. For use in FL11651 RI AE 1.5 Mech Lock 24 Oa. over .5 Plywood HVHZ Roof 2010 format.pdf HVHZ Zones. Created by Independent Third Party: Yes 11651.7 1.5" Snap Lock 1.5" Snap Lock 24 Ga. Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RI II 1.5 in Snap Lock 24 Ga. details.odF Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116.OPSF Evaluation Reports Other: -86.0 psf @ 24' o.c. clip spacing. -108.5 psf @ 12" FL11651 R1 AE 1.5 Snap Lock 24 Oa. over .5 Plywood HVHZ Roof 2010 Format.odf o.c. clips spacing. -116.0 psf @6" o.c. clips spacing. Install per manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.E 24 Ga. Gulf Coast Mechanical Seam 24 Ga. Gulf Coast Mechanical Seam 18" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 24 Ga. Gulf Coast Mech Seam over .5 ply NONHVHZ details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" Evaluation Reports o.c. clip spacing. Install per manufacturers details. Not for FL11651 RI AE 2 Mech Lock 24 Oa. over .5 Plywood Roof 2010 Format.odf use in HVHZ Zones. Created by Independent Third Party: Yes 11651.9 24 Ga. Gulf Lok 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI II 24 Ga. Gulf Lock over. 5 Plywood NonHVHZ Details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-96.7PSF Created by Independent Third Party: Yes Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 Evaluation Reports psf @ S-1/8" o.c. fastener spacing. Install per manufacturers FL11651 RI AE 24 Oa. Gulf lock over 15-32 Plywood Roof 2010.1)df details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.10 24 Ga. Gulf Seam 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI II 24 Ga. 1.75 Gulf Seam over 1X4 details.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-93.5PSF Evaluation Reports Other: -93.5 psf @ 18" o.c. Install per manufacturers FL11651 R1 AE Gulf Seam 24 Oa. over 1x4 ourlins Roof 2010 format.odf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.11 24 Ga. Gulf Seam 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI If 24 Ga. Gulf Seam over. 5 Non HVHZ Details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other: -69.25 psf @ 24' o.c. clip spacing. -108.5 psf @ 12" Evaluation Reports o.c. dip spacing. Install per manufacturers details. Not for FL11651 RI AE 1.75 Snap Lock 24 ca. over .5 Plywood Roof 2010 format.odf use in HVHZ Zones. Created by. Independent Third Party: Yes 11651.12 26 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RI II 26 Ga. 5V Crimp over.5 plywood HVHZdetails.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-156.SPSF Created by Independent Third Party: Yes Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf Evaluation Reports @ 6" o.c. fastener spacing. Install per manufacturers details. FLI1651 RI AE 26 Ga. 5V Panel over .5 Plywood HVHZ Roof 2010Format.odf For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.13 26 Ga. 5V Crimp 26 Ga. 5V Crimp over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI II 26 Ga. 5V Crimp over olvwood detailsNON HVHZ.odf Approved for use outside HVHZ: Yes t.a�.....110-.:A,.1"..aA:--,.«,. /..«/.... - AN.......,o..........,_..,r_ovvn.. rtTl....nR,.CV O%'1 Pf`,.7o(' 11/7A/7011A Florida Building Code Online Page 4 of 5 Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-131.PSF Created by Independent Third Party: Yes Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf Evaluation Reports @ 16" o.c. fastener pattern. Install per manufacturers FL11651 R1 AE 5V Crimp Panel over .5 Plywood NON HVHZ Roof 2010 format.Pdf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.14 26 Ga. 5V Crimp 26 Ga. SV Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FLI 1651 RI II 26 Ga. 5V Crimp over 1x4 ourlins NHVHZ details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-149.2PSF Created by Independent Third Party: Yes Other:-149.25 psf @ 16" o.c. fastener pattern. Install per Evaluation Reports manufacturers details. Not for use in HVHZ Zones. FL11651 R1 AE 5V Crimp Panel over Sx4 wood purlins NON HVHZ Roof 2010 FormatodF Created by Independent Third Party: Yes 11651.15 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI 1651 R1 11 26 Ga. Gulf Lock over .5 Plywood details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-161.OPSF Created by Independent Third Party: Yes Other! -63.5 psf @ 5 3/16" o.c. fastener spacing. -161.0 Evaluation Reports psf @ 5 3/16" o.c. fastener spacing. Install per FL11651 RI AE 26 ca. Gulf lock over 15-32 Plywood Roof format.odf manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.16 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 26 Ga Gulf Lock 16 in over .5 Plywood NHVHZ details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-63.SPSF Created by Independent Third Party: Yes Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. Install Evaluation Reports per manufacturers details. Not for use in HVHZ Zones. FL11651 R1 AE 26 aa. Gulf lock over 15-32 Plywood ROR o Created by Independent Third Party: Yes 11651.17 26 Ga. PER 26 Ga. PBR 36" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI 11 26 Ga. PBR over .5 plywood NonHVHZ detail.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes Other: -59.25 psf @ 24" o.c. fastener spacing.-154.75 psf Evaluation Reports @ 12" o.c. fastener spacing. Install per manufacturers FL11651 R1 AE 26 Ga. PBR Panel over .5 plywood NONHVHZ Roof 2010 format.pdf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.18 26 Ga. PBR 26 Ga. PBR Roof Panel over I x 4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RI If 26 Ga PBR over Ix4 Purlins HVHZ details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-151.7PSF Created by Independent Third Party: Yes Other: -100.5 psf @ 24" o.c. fastener spacing.-151.75 psf Evaluation Reports @ 12" o.c. fastener spacing. Install per manufacturers FL11651 R1 AE 26 Ga. PBR Panel over 1x4 HVHZ Roof 2010 format.odf details. For use in HVHZ Zones. Created by Independent Third Parry: Yes 11651.19 26 Ga. PER 26 Ga. PBR Roof Panel over 15/32". Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 Rl It 26 pa. PBR over .5 plywood HVHZ detail.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes Other: -60.5 psf @ 24" o.c. fastener spacing.-154.75 psf Evaluation Reports @ 12" o.c. fastener spacing. Install per manufacturers FL11651 R1 AE 26 Ga PBR Panel over.5 Plywood HVHZ Roof 2010 format.Pdf details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.20 26 Ga. PBR 26 Ga. PER Roof Panel 36" Wide over 1 x 4 Wood Purlins over 15/32" Plywood 1.«...,..//n....: A-I..:7.7:.... .1+111 MAMIltd Florida Building Code Online Page 5 of 5 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-151.7PSF Other: -94.25 psf @ 24" o.c.-151.75 psf @ 12" o.c. Install per manufacturers details. Not for use in HVHZ Zones. Go to Page Installation Instructions FL11651 RS If 26 Ga PBR over Ix4 Durlins NONHVHZ Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RS AE 26 Ga. PBR Panel over 1x4 NONHVHZ agar Nest Third Party: Yes 0 O Page 1/ 2 O m ContactS:: 1940 North Monme Street Tallahassee FL 32399 Phone: 850487-1824 The State of Fbdds is an AMBM employer. Copyright 2097-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: imfund 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 ectronlc mail b Me entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to ton 455.275(1), Florida Starts, effedrve O ber 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an mall atldress if ey have one. The mails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to ly a personal address, please provide the Department with an email address which an b i made available to the public To determine if you are a licensee under chapter 455, F.S., please clicfc here . Product Approval Accepts: aq ® El EM Credit asti rA dE httnq•//fl nr•iA�hnilrlinrt nrrr/nr/nr ann r111 ncnv?nnram=xx7(:AV VnxxrtT)ncC1FcSKd/7f rr7nf' 1 1 /7d/7 (li d rEngineering Sc Testing Inc. 6930 R..W.e ood Drive Humble,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. Gulf Lok 16" Wide Roof Panel over 15132" Plywood Florida Product Approval # 11651.15 R1 Florida Building Code 2010 Per Rule 9N-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) HVHZ Product Manufacturer: GULF COAST SUPPLY & MANUFACTURING, LLC. 4020 S.W. 449n Street Horseshoe Beach, Florida 32648 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator. Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents' Evaluation Report Pages 1-4 FL# 11651.15 RI February 22, 2012 rFForcengineering Sc Testing Inc. 19530 Ra,.I,I. ood Drivc 14umble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: Gulf Lok, 7/8" Nailstrip Roof Panel, 26 Ga. Steel, 16" Coverage, Roof Panel restrained with fasteners into Min. 15/32" Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint Coating: Valspar Fluropon Coating (Optional). Yield Strength: Min.80.dksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3 Panel Dimension(s): Thickness: - 0.0175" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" tall Male Rib: Y.." tall rib w/ slotted strip Panel Seam: Snap Lock Panel Rollformer: New Tech Machinery Corp. Panel Clip: Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.15 RI 24 Ga. Galvanized Steel, 24" long. Used at edge zones only. #10-12 Pancake Type A Y" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Min. 15/32" thick, APA Rated plywood. Plywood supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2010. Table "A" Maximum Total Uplift Design Pressure: 63.5 psf 161.0 psf Panel Slot Fastener Spacing: 5 3/16" O.C. 5 3/16" O.C. Panel Clip: NOT USED USED -Design Pressure includes a Safety Factor= 2.0. ..11111 EN,C E 1 E rWo C E tV s •a' STATE OF :or Z' . 13 •. 4r � �i�.t` • AL 0 RI D A.'?c` ti °'°T'° ��i�•rI ONAI• ��G�,, tfrnts0 February 22, 2012 Force Entgineering &Testing Inc. 19530 Ramblewood Drive Humblc,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2, 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: • TAS 125-03 • UL 580-06- Test for Uplift Resistance of Roof Assemblies • UL 1897-04 - Uplift Test for Roof Covering Systems • TAS 100-95 -Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems • TAS 110-00 - Accel. Weathering ASTM G 26 / Salt Spray ASTM B 117 Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0301T-10A-C, Dated 10/11/2010 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T356-10, Dated 10/29/2010 3. TAS 110-00: Valspar Fluropon coated metal panel testing A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2010, including Section 1515.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. �%4,,`ti CrF rErr����i CENSF<.�i�' No.449 STATE F ON i,%� FL# 11651.15 RI February 22, 2012 Force Engineering & Testing Inc. 19530 Ramblewood Dave Humble,TX 77338 Installation: Install per manufacturer's recommended details and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1518.2,1518.3, 1518.4. Self Adhered roofing underlayment must be used in the valley up 18" on each side of valley. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. � E � /j Ay•�tOENSF��i �' •a' STATE OF :C' 4, 0 ;' . L O R 19 wnornmd 10 Py; •. '� FL# 11651.15 R1 February 22, 2012 1" x EQUALLY EVERY 5 3/16" DETAIL A Note: Material usage = 4.001n SW of Flotilla C.oa a26M ^ w y <%,ORI e• a (fit IV £4 P4Lj (y�rr�t Al �,y{ T4�4 VBQV§R B BfS�sL+kt�`'•'LtA FEB 0 9 20% COVERAGE xx =t.01 xxx m f .005 FRACTION - 4 ' ANGLE - f 112• r 7W—j 3/16" FF100 PANEL PROFILE J A Gulf Coast Supply & Mfg. Inc. Ect gE torte Cf t c Gulf Lok Panel Gulf Lok Clip 24 Ga. #10-12 X 1" a 5 3/16" O.C. 9tatn d FloMe GOR N ffin8 ,R,GOIU OIiI)f =.nslONA1.Ew,.+ . �lyl6V G+ FEB 0 9. 2012 .� 10g Gulf Coast Supply & Mfq. Inc. cc 3/$ Gulf Lok Clio i I �...._.._..___..�3/y in min.--- 'approximate dimensions (to within 1116 inch) 24 Ga. Galvanized Steel 24" Longwacndn cns yzerte h. a No.4492 ap 0RI'D- ''•sSiovai. lillll{t1. FES 09 2012 26 Ga. Gulf Lok 16" Wide over i5132" Plywood TYPICAL FASTENER PATTERN 's 1G" X 718" GULF LOK PANEL 16/+" O.0(� ! . NOMINAL COVERAGE — _._.... _._..__F I GULF LOK PANEL I APPROVED UNDEAYNT 10 X 1" TYPE A PANCAKE NERD RLMEMIN 15132" 4-PLY 30'it PE'-r tj&%, f-6c J-o0� �VKRy 5� T' COX PLYWOOD i P F E L 4- .&T I L k L N FASTENER LOCATION Ld PANEL INTERIOR AND LOWER END i V7tLLEv Ly WHEN USING EXTENDED SAVE DRIP I GULF LOK APPROVED UNDERLAYMENT Sbta aI FtWda syassasBe,�i 0' No 44p c : ST,E OF :-4� 2 FEB 0 9-15 X 1'h" WOOD SCREW WIWASHER @b FUrn. j SLOT-' FASTENER LOCATION aQ LAPS. & LOWER PANEL ENDS WHEN NOT USING EXTENDED EAVE DRIP A I `MIN 15132" 4—PLY COX PLYWOOD GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 Pancake screw and rivet every 24': Eave cleat every 12" ;tenor every 12" EF-7 style Low -rib gable rake (Gulf Lok) b a = 41/4 b = 21/4 EF-7 Standard Gable Rake Step rake EF-8 Gulf Lok Step Rake a = 23/4 b = 23/4 MO-111-1 HIM. FEB 09 2012 panel starter butyl sealant a pancake screw to 6 9. every 6" `���,. Etch Pre -formed Valley Y YKRB y OF NO FEB 0 9 ZU12 roof / pitch \ L XI" dimensions I pancake screws extended 2 5" on center eave drip y '/.," bead of tube sealant E D-7 extended eave drip Btu yl sealant 3"��.� pancakescre/ dimensions 1 (hidden) 2- eave drip Exposed y� panel screw (5) s 66 ED-8 t (conventional eave drip) Slci"a+�flaMe 44LL'Lai`iCC �la� 4p 0 a zsrra m .•'C EN O No.44f2 v1 FEB 092012 26 Ga. Gu]t Lok 16" Wide over 16/32" PLvwood RIDGE FOR Z-CLOSURE, ""I TH VENT CLIPS, RG-7 STYLE RIOGEr 1i2 X 3/16. OP RIVET t'8 X 3'18 POP RIVET HIP Ft.ASN.IAIG Or'/•-14%7f18 LAP SD o0.'-?ex7.8 LAP ED SCREW 12" O.C. SCREW 16" O.C. Z-CLOSURE, URETFGANF VENT CLIP Z-CLOSURE, CUT TO FR I SEALANT CUTTO FIT, Or or VENT MATERIAL .+, VENT MATERIAL. W11 HOLDING CLIP .. y I - 1191 HOLDING CLIP PER PANEL - -� P• 1 I1" +- - PER PANEL t• TAPE x?_ SEALANT SFAlAh!T PLYWOOD SHEATHING APPROVED UNDERLAYMENT- PREFINIS4ED GULF-LOK PANEL lup TO 3. OF DEC% SHEATHING MA, or. REMOPEO F11041 FINCH SIDE DF MOM FORVENTIATION HIP Z-CLOSURE PREFINISHED GULF-LOK PANEL sua x rcw+ - No.e;g23 RC-7 STYLE RIDGE HIP FLASHING TAPE SEALANT PLYWOOD SHEATHING FEB 0 9 2012 f RC-8 STYLE RIDGECAP ' 118 X 3.r16 POP RIVET or Y-147/8 LAP SD j SCREW 12' O.C. i i APPROVED UNDERLAYMENT I GULF COAST SUPPLY E MFG.. INC. 4020 SW 449 STREET HORSESHOE BEACH. FL 3264E 688-393-0335 Y