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Home My WebLink AboutSUBMITTED PAPERSDATE: n("' J J: f J_ " I FEES DUE: JQ ) ( I RECEIPT #: l I Permit h St. Lucie County Building & Zoning 12300 Virginia Avenue FL Pierce, FL 34982-5652 71 �. Tel. 772462-1553 CA NNF a APPLICATION FOR ROOF PERMIT St 4 e � SEE REVERSE SIDE FOR INSTRUCTIONS UCI1 n 1. Location/Site Address: 3'/dA An 7 Aum_� /Z -7 v9V-7 oun�� 2. Parcel ID Number: c2YQ,�_L77/ 5 -6Got 9 - 060 -3 Office Use Section Townshi Ran a Map Page Zonin Land Use Initials Only 3. Description of Project or Work Activity: FMM 4. Total Roof Area (square feet): ) 0100 5. Roof Pitch: 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Tar & Gravel [ ] Modified Bitumen [ ] Wood Shake / Shingle [t,-K Other [ O.A. or Florida - 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: All iodim� _� &/,n Address: _S YCb'J QA,,_e/7(A_P City: C t W CC State: Zip: cSQ9 V77 Phone: 9. Value of Construction: $ Note Dry -in and Final Inspection Required Additional inspection may be required per Product Approval FL Reg/Cert #: County Cert 7 Business Name: sal C./ iti Q Fees Due: Receipt #: 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'compli applicable laws regulapn nstruction and caning- C h (21 RYI_ PRINT QUALIFIERS O +RS NAME SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF [.0 ACKNOWLEDGED BEFORE ME THIS I'P DAY OF 20�V . BY� WHO IS PERSONALLY KKOWN TO ME OR HAS STUN _TURE OF NOTARY Ty COMMISSION NUMBER OR PRINT NAME OF NOTARY IDENTIFICATION �.�ftPON KAUFMAN • MY COMMISSION #FF052943 -•',�F o? OF FL,. EXPIRES September 10. 2017 (407) 398.0153 FloridallotaryService,com NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAYPAYING TM FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT_ JOSEPH E. SMITH, CLERIf THE CIRCUIT COURT — SAINT LUCIE COT---- FILE # 3926612 OR-BOi= 605 PAGE 1344, Recorded 02/19/2014 01:19 PM �__" w- NOTICE OF COMMENCEMENT Permit No. Tax Folio No.elfl0 -- %/�'009.adD 3 Seteof Florida C xmtyof a. Lude 7hewndersigred herebygvesnotioe that Improvement will bemadeto certain real property, and in amordanceWth Chepter713. Florida 32tuter, the following information is provided In this Notice of Qtmmencenent. legal Decal lon of Property; ��d street address if available): a1 �f'rLOr-- D C 5!O �y of/y.�aJ yp (� f/�" $�RL7 ►�cr ctis. o �, �� General description of imprwenxvd: M e /� % e el s c .L OC al /►C i iit( e?e�i s V9 417 Owner information or le eeee I fornatlon if the Lessee contracted for the Impr yemEr t: Name Address 2ui�n u G/3e/98� Irderest in property. d w— Name and address offee dmdetitleholl - r ffpmf. r%A,.,e.I Contractor's Name: -- -- FhoneNumber s+satyOf appilrabie, acopy of the payment bond is attached): Amount of bond: $per Name and address Fhonenumber _ lender Name: Fhorre Number: Lender's address: Persons within the State cf Florida desigsted b/ Owner upon whom nottoss or other documents, may be served as provided by Section 713.13(1) (a)7, Rorldagatutes Name: Ffione Number: Address In addition to himself or herself, oNw designates of to recaive a Uenor s Notice as provided in Section 713al) (b), Rodda R tutes oopy of the Fhone number of pawnor entity dedgu ted by owner. conitralon we of Will ice of commencement: (the eWradon date may not be before the completion of construction and final payment to the yedr from the date of remrdingunle*sea differat dateisspedfied) WAFNNGMOANRANYP14YMBMMADEBYIHECVwiRAFIERT EDqR471C:NCFT ENOTiCECIFCIOMMt3JC$ ENTAFE NSC@M IMRMMPAWEN15LND8iCH+1 M71APARTI,S=CN71313,RCRDASTA7L AND QINFESUTIN10lFPAYING11MCE IMFFVAM MTOY0LRR�f1CANanCEa:CmMBJCSMBdTMUSTLEF ANDpOS L FOR F INS1WM IF10U WMDTO08rAFN RNM IM CONSILTW1THyMpLEN0M Tt/NI ATgMEYI ppMMBn nWCF2(( R FE UNGiURNOFnCECFOJMmENcE? ENT. Uter Pensity 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 m/lm McSigas9d4dief.._ or Owners or SHARON KpuFMAN MY COMMISSION 8FF052943 EXPIRES Septem6er10,2017 The fforJe Dling`instrumEntwasedmowledgedbeforemethlsf_7_dWof_ ,�, 2C)Af _ for il7.rt�L• Nana of Person Typo of authority g offioar, trustee) Patycn behalf c whom instrument vvase>@Wted ( gnattreofNotaryis-8 eofRorida) produoedldertificettonL&-�— (Rim. Type, or Ramp Cbrurtsstoned Nana of Notary Publics Type of Identification produced Dr- STATE OF FLORIDA ST. LUCIE COUNTY -_...4 It i J e I Ik 0311312014 07:41 All Area Roofin% 4646600 P.0011001 di 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 1100F INSPECTION AFFIDAVIT Re: Permit i't�� llicensed as a(n)Contractor*"/Engineer/Architect (Please print name & chtle license type). `FS468 Building inspector *`Generol, Building, Residential or Roofing Contractor or any Individual certified under 468 F.S. to make such an inspection. On or about I did personally inspect the roof deck nallin (Date) work at: PU4 5L Gl —7 (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) -z1;1UkLR- Signature and Seal CCU3.,�)-�a ( -� :2 License # STATE OF FLOR(D COUNIYOF i Sworn o and subscribed before me this /3 day of 2o4( by Who is personally known to me or who has produced as identification. Notary Public, State of Fl Signature of Notary: Number:+cyi •, QfBON KAUFMAAiSNCommission COQNik :F0vi 14Y 7jIS or � 0201 EXPIRES September 1En01/19/2011 0153 FloridallolB RECEIVED MAR 1`3 2014 I + LQ A ENGIN-EERING & TESTING, INC. Phone: (866) 781-6889 *Fax (866) 784-8550 www.floridaenginceringandtesting.com 250 S.W. ] 3t" Avenue Pompano Beach, FL 33069 DATE: 3/17/14 JOB ORDER #: 14-600Rev. CLIENT: All Area Roofing ADDRESS: 3921 S. US Highway 1 Fort Pierce, Florida 34982 PROJECT: Aliotta Residence Sloped Roof Deck (Slope: 1.5/12) ADDRESS: 3402 Avenue G Fort Pierce, Florida FBC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS Proiect Information: Mean Height = 8' Exposure: C Basic/Ultimate Wind Speed: V,,It=170 mph Length = 43' Category: II Nominal Wind Speed: Vasa=V„lt*�0.6 Width = 40' Slope: 1.5/12 = 7.l ° (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*KZKAKdV2 Velocity Pressure (utl): 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*40.6)2] = 32.07 psf Width of Pressure Coefficient: 0.1(40') = 4.0' 0.4(8) = 3.2' } use: 3'6" Effective Wind Area: <1 W External Pressure Coefficient: Internal Pressure Coefficient: 1) GCP 1 = -0.9 1) GCP; = 0.18 2) GCP2 = -1.7 3) GCP3 = -2.6 Design Pressures Based on Vasd: 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) Corners P3 = 32.07*[(-2.6) — (0.18)] = -89.2 psf i•- tik %f Q �i Quality `� ' &✓Insurance f Page 2, 3/17/14, Job Order 44-4-600Rev. _ ' All Area Roofing - Aliotta Residence FLO A Sloped Roof Deck (Slope: 1.5/12) 3402 Avenue G; Fort Pierce, Florida: Attachment Requirements: Based on the requirements of Florida Product Approval # 11651.22 R1, Table A with maximum design pressures of-69.25psf and-159.25psf; the following are our recommended fastening patterns to attach the 26 Ga. Tuff Rib Roof Panel to the minimum 15/32" thick plywood decking utilizing #9-15 x 1-1/2" Woodgrip fasteners with sealing washer or approved equal with 1/4" minimum penetration through deck in the following fastener patterns and these fastener row spacings: Zones 1 Field 2 Perimeter & 3 Corner Max. Total Uplift -69.25 psf -159.25 psf Design Pressure 6.5"-2.5"-6.5"-2.5" Fastener Pattern 9"-9"-9"-9" - -6.5"-2.5"-6.5" Fastener Row Spacing 24" o.c. 12" o.c. *1/4x14-7/8 LapTek fastener w/ sealing washer @ 24" o.c. & continuous tape seal is required at roof panel side laps due to roof slope of less than 3:12. Notes: Corners and perimeter (edge, hip, & ridge) area dimension shall not be less than a = 3'6" (Zone 2: Perimeter (including along ridges) is a 3'6" wide strip, Zone 3: Corners are 3'6" x 3'6") 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. Sincere -7 Mark A. Mesiano;: P.E. ` , Florida Engineering & Testing, Inc. Florida -Reg. No. 48202 Certificate of Authorization No. 6923 Florida Depart mof BCIS Home i Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I unks I search Busines Product Approval Professi I USER: Public User Regulation go Product Aooroval Menu > Product or Aoolicadon Search > Application List > Application Detail FL # FL11651-R1 Application Type Revision Code Verson Application Status Approved 1 I Cam) Comments Archived F1 Product Manufacturer Gulf Coast Supply & Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)498-7852 ray@gulfcoastsupply.com Authorized Signature Ray Bowen ray@gulfcoastsupply.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Terrence E. Wolfe developed the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/12/2014 Validated By Locke Bowden f41 Validation Checklist - Hardcopy Received Certificate of Independence FL11651 R1 COI Letter of Certif.odf. FL11651 R1 COI Letter of Name chanoe.odf Referenced Standard and Year (of Standard) Standard Year FM 4471 1995 FM 4471 2010 TAS 100 1995 TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/15/2012 Date Validated 02/23/2012 Date Pending FBC Approval 02/29/2012 Date Approved 04/03/2012 Summary of Products Go to Page Pagel/ 2 FL # Model, Number or Name IlDescription 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 R3 II 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/-108.5PSF Evaluation Reports Other: -108.5 psf @ 12" o.c. Install per manufacturers FL11651 R1 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. - Evaluation Reports 116.0 psf @ 5 3/16" o.c. fastener spacing. Install per FL11651 R1 AE Alum Gulf lock over 15-32 Plywood IRoof 2010 format.pdf 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 @ Evaluation Reports 6" o.c. clip spacing. Install per manufacturers details. For FL11651 RI AE 1 Mech Lock 24 oa. over .5 Plywood HVHZ Roof 2010 format.pdf use In 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 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/-101.OPSF Evaluation Reports Other: -63.5 psf @ 24" o.c. clip spacing. -101.0 psf @ FL11651 RI AE 1 Mech Lock Alum over .5 Plywood HVHZ Roof 2010 format.pdf 6" o.c. clip spacing. Install per manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.5 1" Snap Lock 1" Snap Lock 24 Ga. Roof over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 24 oa 1 in Snap lock over .5 plywood HVHZ details.pdf 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 @ Evaluation Reports 6" o.c. clip spacing. Install per manufacturers details. For FL11651 RI AE 1.0 Snap Lock 24 aa. over .5 Plvwood HVHZ Roof 2010 format.pdf use in HVHZ Zones. 101 Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/15/2012 Date Validated 02/23/2012 Date Pending FBC Approval 02/29/2012 Date Approved 04/03/2012 Summary of Products Go to Page Page 2 / 2 FL # 11IModel. Number or Name IlDescription 11651.21 Rib 26 Ga. Tuff Rib 36" Wide over 1 x 4 Wood Pulins over =2�Tuff 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI II 26 Ga. Rib overlx4 purlins 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/-164.2PSF Created by Independent Third Party: Yes Other:-109.25 psf @ 24" o.c. fasterner spacing. - Evaluation Reports 164.25" psf @ 12" o.c. fastener spacing. Install per FL11651 RI AE 26 Ga. Rib Panel over 1x4 NON HVHZ Roof 2010 format.pdf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.22 26 Ga. Tuff Rib 126 Ga. Tuff Rib 36" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 26 pa. Rib over .5 plywood NONHVHZ details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-159.2PSF Created by Independent Third Party: Yes Other: -69.25 psf @ 24" o.c. fastener spacing.-159.25 Evaluation Reports psf @ 12" o.c. fastener spacing. Install per FL11651 Rl AE 26 Ga. Rib Panel over .5 Plywood NON HVHZ Roof 2010 format.pdF manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.23 26 Ga. Tuff Rib 26 Ga. Tuff Rib Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RI II 26 oa Rib over .5 plywood HVHZ Details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-159.2PSF Created by Independent Third Party: Yes Other: -71.75 psf @ 24" o.c. fastener spacing.-159.25 Evaluation Reports psf @ 12" o.c. fastener spacing. Install per FL11651 RI AE 26 Ga. Rib Panel over .5 Plywood HVHZ Roof 2010 format.odf manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.24 26 Ga. Tuff Rib 26 Ga. Tuff Rib Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 26 Ga. Tuff Rib over 1x4 and olvwood details.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-164.2PSF Created by Independent Third Party: Yes Other:-106.75 psf @ 24" o.c. fastener spacing.-164.25 Evaluation Reports @ 12" o.c. fastener spacing. Install per FL11651 Rl AE 26 Ga. Rib Panel over 1x4 HVHZ Roof 2010 format.odf ,psf manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.25 29 Ga. Tuff Rib 29 Ga. Tuff Rib 36" Roof Panel Wide over 1 x 4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RI II 29 GA. Rib over 1x4 purlins NonHVHZ Details.pdf Approved for use outside HVHZ: Yes 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: -76.75 psf @ 24" o.c. fastener spacing. -123.5 Evaluation Reports psf @ 24" o.c. fastener spacing. Install per FL11651 Rl AE 29 Ga. Rib Panel over 1x4 NON HVHZf Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. Tuff Rib Roof Panel over 15/32" Plywood Florida Product Approval # 11651.22 111 Florida Building Code 2010 Per Rule 9N-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) NON HVHZ Product Manufacturer: GULF COAST SUPPLY & MANUFACTURING, LLC. 4020 S.W. 449rh 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 ,,,%t{t%111jjj�j, % �.0 E, f. , O No. 449� .. STATE OF ; a OIL 1. ID sw.ar�ea. �j o 1111ti FL# 11651.22 R1 February 22, 2012 rForceEngineering & Testing Inc. 19530 Ramblewood Drive Huinble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2. Product Description: Tuff Rib, %" Rib Roof Panel, Min. 26 Ga. Steel, 36" Wide, through fastened roof panel over 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 finish optional Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0185" min. Width: 36" Rib Height: %" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.22 RI #9-15 x 1-1/2" HWH Woodgrip with sealing washing or approved equal %" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Min. 15/32" thick, APA Rated plywood over 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: 69.25 psf 159.25 psf 6.5"-2.5"-6.S"-2.5"- Fastener Pattern: 9..-9..-9..-9.. 6.5"-2.5"-6.5" Fastener Spacing: 24" O.C. 12" O.C. 'Design Pressure includes a Safety Factor= 2.0. % ,`,,�{1f11f11f��I NBC E, E. O CENSF;'�'��i •a' STATE OF ! ID ON A IL rf1111 February 22, 2012 Force Engineering & Testing Inc. 19530 Raenblewood Drive Humble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2. 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: ■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies ■ UL 1897-04 - Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0062T-07A, B, Dated 02/19/2007 2. 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: Minimum Slope shall comply with Florida Building Code 2010, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1507.4.5. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. V. C E NSF <'O No. 479 STATE OF ; a: 1a'c' FZ O RI V ?► 4.�: •G,%�� 41 1j..ONAL "1111sti>tt�t% FL# 11651.22 R1 February 22, 2012 rForceEngineering & Testing Inc. 19530 Ramble -wood Drive Humble,TX 77338 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. FL# 11651.22 RI C E i No. 444� � • . • Z STATE OF ; y i1111 February 22, 2012 26 Ga. Tuff Rib 36" Wide over 15/3211 TUFF -RIB EXPOSED FASTENER SYSTEM 36" O.C. "'-"-- NOMINAL COVERAGE"— _ TYPICAL FASTENER PATTERN x 14-7/8 LAP TEK I i WM/ASHER 24" O.C. AND CONTINUOUS TAPE SEAL REQUIRED IF LESS THAN -' 3112 PITCH '9-15 X 1 Y? WOOD SCREW WM/ASHER 27 '.--6./z„-- i -2%z' ►i'c _ �'/i'- _._..YI :2%x'.._.__._..�,/a,.. .,r.2,/x .��_.w_.%Z,. _..._.._. 2%z" ft* of o�ae0"� CE E!'If'�<< o�� •. ` ,. ? 140.44923 November-8, 2008 FASTENER PATTERN @ PANEL END & LAPS GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 ,o0®4lall 01#', ♦�,. XACE E.6,tz��4� ,e C N• may,, m A-1: ATE OF �• r • iy pp P• m`®s••. 4 ` /OilAL��®' ®��181@llAY60c® FEB 15 2012 fto Of F10fkb c.oA * 2MO