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Home My WebLink AboutSUBMITTED PAPERS'- `t DATE:"1 FEES DUE: RECEIPT #: Permit #• �- hl%`tiw'-. y.Caf 1�.�1t�: •t,._.,t_: �iL=_ice a 4� St. Lucie County Building & Zoning 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 S' Tel. 772-462-1553 APPLICATION FOR ROOF PERMIT SEE REVERSE SIDE FnR INSTRUCTIONS 1/C/6 n 1. Location/Site Address: l ( b a ) I 9.4 PSI� d 1 �4nt -- �C. :r 2. Parcel ID Number: ��//�• SIJ /- bC0 QC/_ ��1Q -a 3. 4. Office Use Only Section `Townshi ap Page Zoning Land Use Initials Description of Project or Work Activity: gin (RAI arr. c 13 tcLj dert a uj Total Roof Area (square feet): 5. Roof Pitch: / Z 6. Type of Roof. [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ a, --tither kY- Jz� [ N.O.A. or Florida — Product Approval required for all types of Roofmg 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. Name: Address: 1 I Or) I 1) I, PSI. City: 'L State: FT Zip: 1 �E�tS� Phone: -q!2 - -�77� 9. Value of Construction: $ Note Dry -in and Final Inspection Required Additional inspection may be required per Product Approval Contractor Information FL Reg/Cert#:. County Cert #: '� :J / -7 (0 Business Name: au( 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 incompliance with all Dplicable ws reg ling construction and zoning. .6:�ta rf -en c.G�a,rds PRINT QUALIFIERS/OWNERS NAME AGAUTLTRE OF QUALIFWR/OWNER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME TMS la DAY OF rk¢. 20�, BY /►t WHO IS PERSONALLY KNOWN k TO ME OR HAS PRODUCED SHARON KAUFMAN SIGNATURE OF NOTXRTf TYPE OR PRINT NAME OF NOTAR MY CO�r1e_I6SION #FF052943 EXPIFi�E`s SSelptember 10. 2017 COMMISSION NUMBER Fl ,=71398.0153 oridallotaryService.com NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JCS�::�H �. Si':1i1 i-I. Gt_iR:i, �JF � 4'•r`_ CiRCi"�ti .:'�;.ii+, i SAIN; ! UCIE' COUNTY :E OF COMMENCEMENT Permit No. Tax Folio No.3111 Y-j-01.. ()(p(jq_ 6 0 j _ gate of Florida Q mtyof a. Lude The undersgnedherebygitioe that proioeof tQxnmaroe�nt.will �ainn�Iproperty,andinaccmdanaewithdjapter713,AoridaSatutes, the followinginknriation Is dediti (and street address if 20/ Pn �-S3Lc;&'� - Ger &A description of �ri�afoniftheLesseeeontradedfortheR� lob N� Address 1 I fi.- ' I ia.l-lain O 1 Interest in property. 71) 6 - - — - Name and address of fee simple titleholder (if different from Owner listed ab)ver Contractors Name: 00ritractorAddress Surety (f appiicabl% a copy of the payment bond 1s attached): Amount of bond: $ Name and address Lender Name: Phone Ntuinbei: Lender's address: tWsonsvAWM the State of Ronda designated by owner upon whom n0hcesor other doamentsmay be served asp imicled by Section 713.13(1) (a)7., Fiorida"Statutes Name: FThorhelVurrih� Address In addition to himself or herself. Owner designates of to receive a Copy of the Lienors Notice as provided in Section 713.13(1) (b), Rorida Statutes Rhone number of person or entity designated by owrier: Bquiratton date of notieeof awro o nent: (the expiration datemay not be before the completion of Construction and final payment to the contractor, but will be 1 yesr from the date of recording unlessa different dateisspedfied) WAFUNGTOCMAV62ANYPAYMBMMADESY7hEOMMAFIER--EDIRMTICNOFWEWMCEOFOOMMBVCEMEN-TAi;ECCNSDBW IMFROFBZPAWSMU�Ui4MM71Z PARrt g71CN713L13,HMDASFARIrMAMOWFELTINiiOIlRPA-dNGIWCEFOR IMFFVvE VJBMTOMPFFCFMiY.ANQf10EOFmmmENmmENrMUSFLEi Ai DFOSmON7FEJOB3iEBBuFETi-EAFST INSP13rfM IFYDU INiM70d0M FWANONQ Oa4gATVMHYt7URiBCMORANATfUNBTB:UWOOMMB%KMWCRKOR FEDOMNGiiOLRNOiiC✓OFOOMMENCEMENT_ Under penal ury, i cedars that 1 have re gd the foregoing of commencement and that the factsstated therein are true to the best my knm belt�f • f_,r/ of Owner or . (Signatorys Title/Office) Lessee's Authorized SHARON KAUFMAN MY COMMISSION #FF052943 EXPIRES September 10.2017 FlorideNotaryS_ eN� •CoM The for•nginstrumentwasadmowledgedbefore methisdayof , 2p/ i Y /7 as re-ZJ for dj=fQ - ,K, e of t�rson Type of authority (ft offiar, trustee) Party on behalf of whom instrument was executed Personally knDwri or produced Identification iI 1391gure of Notary FUblic- St e of Florida) (Print, Type or Stamp Commissioned Name of Notary Public) Typeof identification produced / 0311012014 11:39 All Area Roofing _ _ ITAx)772 464 6600 P.0011002 Planning & nevelop meat Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, Fl. 34982 772-4E62-2165 or 772-462-2172 Fax, 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # / C/'G a7 - o s� I, U licensed as a.(n)Contractor*/Engineer/Architect (Please�namecle license type) *FS468 Building Inspector *Generol, Building, Residential or hoofing Contractor or any individual certified under 46S F•S, to make such an Inspection. On or about - /0n/� , I did personally inspect the roof deck nailing (Date) ��77 work at: ,ll /"�'1_ (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.) signature and Seal STATE OF FLORID License # COUNTYOF Sworn to and subscribed before me this A92 day of a-2 20/* by ,(. �.c-"_ _ _ Who is personally known to me or who has produced as identification. Notary Public, State of Florida c1 ////�_��/�/} ��•"' Signature of Nataryt�"1� Commission Number: �( •`ap-.^'� •�ti�P.��',� ��ncy rl �' ' 1�7V N. KAUFMAN d+ MCgMMISSION #rFO529as (Sr�aX-'� 01/19/2011 '�*10.2017 rl;',En „u ttOX1-398=0153 i, �Igrldallo�srySgndco.00m, RECEIVED MAR It 20%. ; ENGiNtERING & TESTING, INC. DATE: 2/13/14 Phone: (866) 781-6889 •Fat: (866) 784-8550 www.flgridaenginecringandtesting.com 250 S.W.13`h Avenue Pompano Beach, FL 33069 JOB ORDER #: 14-560 CLIENT: All Area Roofing ADDRESS: 3921 S. US Highway 1 Fort Pierce, Florida 34982 PROJECT: Kane Residence Sloped Roof Deck (Slone: 8/12) ADDRESS: 1100 Tilton Road Port Saint Lucie, FL 34952 FBC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS Proiect Information: Mean Height = 15' Max. Exposure: C Basic/Ultimate Wind Speed: V„lt=170 mph Length = 68' Category: II Nominal Wind Speed: Vasa=Vint*40.6 Width = 60' Slope: 8/12 = 33.7° (asd = allowable strength design) Parapet Wall: N/A Residential KZ = 0.85, Kzt = 1.0, Kd = 0.85 Design Calculations: VelocityPressure: = 0.00256*KZK�tKdV2 q Velocity Pressure („ ti): q=0.00256(0.85)(1.0)(0.85)(170)2] = 53.45 psf Velocity Pressure (ad): q=0.00256(0.85)(1.0)(0.85)(170*0.6)2I = 32.07 psf 04, #406 Width of Pressure Coefficient: 0.1(60') 0.4(15') Effective Wind Area: <1 W External Pressure Coefficient: 1) GCP1 = -1.0 2) GCP2 = -1.2 3) GCP3 = -1.2 Design Pressures Based on Vasd: 6.0' 6.0' ) use: 6'0" Internal Pressure Coefficient: 1) GCP; = 0.18 1) Field P1 = 32.07*[(-1.0) — (0.18)] = -34.6 psf 2) Perimeter P2 = 32.07*[(-1.2) — (0.18)] = -44.3 psf 3) Corners P3 = 32.07*[(-1.2) — (0.18)] = -44.3 psf 6c '��k Quality/ 14 Ali ✓Insurance r- Page 2, 2/13/14, Job Or& 4-560 All Area Roofing - Kane Residence Sloped Roof Deck (Slope: 8/12) 1100 Tilton Road; Port Saint Lucie, FL: Attachment Requirements: FLO A Based on the requirements of Florida Product Approval # 11651.12 R1, Table A with maximum design pressures of-108.5psf and-156.5psf; the following are our recommended fastening patterns to attach the 5V Crimp Roof Panel to the minimum 15/32" thick plywood decking utilizing #9-15 x 1-1/2" WoodZac w/Zac Head with sealing washing through each panel rib with 1/4" minimum penetration through plywood deck in the fastener pattern shown and these fastener row spacings: Zones 1 (Field) 2 Perimeter & 3 Corner Max. Total Uplift Design Pressure -108.5 psf -156.5 psf Fastener Pattern Panel Rib Panel Rib Fastener Row Spacing 12" o.c. 6" o.c. Notes: Corners and perimeter (edge, hip, & ridge) area dimension shall not be less than a = 60" (Zone 2: Perimeter (including along ridges) is a 6'0" wide strip, Zone 3: Corners are 6'0" x 6'0") 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, Mark A.'1Vlesiano, P.R. Florida Ehgirieering & Testing, Inc. Florida Reg. No: 48202 Certificate of Authorization No. 6923 Florida Dem tmentcf BCIS Home I Log in ( user Registration i Hot Topics I Submit Surcharge I Stats & Facts i Publications I FBC Staff I BCIS Site Map i Links I Search i Busines ' 0 s': ; Product Approval Professi I n USER: Public User Regulation IMIMMOM Product Approval Menu > Product or ADDIICation Search > Application 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards FL11651-RI Revision 2010 Approved ED Gulf Coast Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)498-7852 ray@gulfcoasts,upply.com Ray Bowen ray@gulfcoastsupply.com V Roofing Metal Roofing Evaluation Report from Registered Architect or a Licensed Florida Professional En Ir�i'" 141 Evaluation Report - dcopq eived Terrence E. Wolfe . r PE-44923 FA Keystone Certifications, Inc. 04/12/2014 Locke Bowden Validation Checklist - Hardcopy Rece 1 R1 COIL Letter of Certif. df FL1165 ett a FL11651 RI COI Letter of Name change.pdf Standard Year FM 4471 1995 FM 4471 2010 TAS 100 1995 TAS 125 2003 UL 1897 2004 UL 580 2006 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 -; Q 0 0 Pagel/ 2 0 0 FL # Model, Number or Name IlDescription 11651.1 0.03Z" 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 Rl II Alum 5 V Crimp Details.pdf 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 RI AE Alum 5V Crimp Panel over .5 Plywood NONHVHZ Roof 2010 Format.pdf details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.2 Gulf Lok 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over =F65727AIuminum 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 Rl 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 Rl AE Alum Gulf lock over 15-32 Plvwood Roof 2010 format. df 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 Rl II 1 Mech Lock 24 gal over .5 ply 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/-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 Rl AE 1 Mech Lock 24 ga. 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 Rl 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 Rl 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. I Created by Independent Third Party: Yes 11651.5 1FF Snap 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 @ Evaluation Reports 6" o.c. clip spacing. Install per manufacturers details. For FL11651 RI AE 1.0 Snap Lock 24 ga. over .5 Plywood HVHZ Roof 2010 format.pdf use in 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 11 15/32" Plywood Limits of Use Installation Instructions Approved for'use in HVHZ: Yes FL11651 R1 II 24 ga. 1.5 in Mech 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/-123.5PSF Created by Independent Third Party: Yes Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ Evaluation Reports 6" o.c. clip spacing. Install per manufacturers detals. For FL11651 R1 AE 1.5 Mech Lock 24 ga. over .5 Plywood HVHZ Roof 2010 format. df use in 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.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/-116.OPSF Evaluation Reports Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ FL11651 R1 AE 1.5 Snap Lock 24 ga. over .5 Plywood HVHZ Roof 2010 Format.pdf 12" 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 11651.8 24 Ga. Gulf Coast Mechanical 24 Ga. Gulf Coast Mechanical Seam 18" Wide over Seam 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.pdf 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 @ Evaluation Reports 12" o.c. clip spacing. Install per manufacturers details. FL11651 RI AE 2 Mech Lock 24 ga. over .5 Plywood Roof 2010 Format.odf Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.9 24 Ga. Gulf Lok 1124 Ga. Gulf Lok 16" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 24 Ga. Gulf Lock 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/-96.7PSF Created by Independent Third Party: Yes Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. - Evaluation Reports psf @ 5-1/8" o.c. fastener spacing. Install per FL11651 R1 AE 24 ga. Gulf lock over 15-32 Plywood Roof 2010.pdf �96.76 manufacturers 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 Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-93.5PSF Created by Independent Third Party: Yes Other: -93.5 psf @ 18" o.c. Install per manufacturers Evaluation Reports details. Not for use in HVHZ Zones. FL11651 R1 AE Gulf Seam 24 ga. over 1x4 Purlins Roof 2010 format.pdf 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 R1 II 24 Ga. Gulf Seam over. 5 Non 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/-108.5PSF Created by Independent Third Party: Yes Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ Evaluation Reports 12" o.c. clip spacing. Install per manufacturers details. FL11651 R1 AE 1.75 Snap Lock 24 ga. over .5 Plywood Roof 2010 format.odf Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.12 26 Ga. 5V Crimp IF26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 26 Ga. 5V Crimp over .5 plywood HVHZdetails.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-156.5PSF Created by Independent Third Party: Yes Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 Evaluation Reports psf @ 6" o.c. fastener spacing. Install per manufacturers FL11651 R1 AE 26 Ga. 5V Panel over .5 Plywood HVHZ Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 15132" Plywood Florida Product Approval # 11651.12 R1 Florida Building Code 2010 Per Rule 9N-3 Method: i —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) HVHZ Product Manufacturer: GULF COAST SUPPLY & MANUFACTURING, I.I.C. 4020 S.W. 449`h Street Horseshoe Beach, Florida 32648 Eneineer 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 NO. 47 . STATE OF .0 FL O R I FL# 11651.12 R1 February 23, 2012 11 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,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: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, 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 Coating. Valspar Fluropon Coating (Optional) Yield Strength: Min. 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3 Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: Thickness: 0.018" min. Width: 24" Coverage Rib Height: 3/8" major rib Panel Rollformer: Rollformer Corp. #9-15 x 1-1/2" WoodZac w/ Zac Head with sealing washing through panel rib. %" 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: 108.5 psf 156.5 psf Fastener Pattern: Panel Rib Panel Rib Fastener Spacing: 12" O.C. 6" O.C. 'Design Pressure includes a Safety Factor = 2.0. O 00 No. 44' jell??�I/`i� * k ,0 •a ' STATE OF ; ; / Z. sror orr s • . CAA I�, % 02M I�� ' O N+AC 111{� FL# 11651.12 R1 February 23, 2012 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TY 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. 117-0065T-07A-C, Dated 01/26/2007 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T130-07, Dated 02/28/2007 Report No. T215-08, Dated 07/08/2008 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. ttttt{ftlllf/l1�I % C B NSF <'o No. 449 STATE OF ; cr E` ,�� o Nrr 1 1 y `tttt♦ FL# 11651.12 111 February 23, 2012 Force Engineering & Testing Inc. 19530 Ramble -wood Drive Humble,TY 77338 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. 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. 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. O C�NSF--0 . No. 449� ' STATE OF ; O R I FL# 11651.12 Rl February 23, 2012 26 Ga. 5V Crimp Roof Panel over 1/2" P1_ywoo_ .; , mow. �•j � 6-V CRINIP EXPOSED FASTENER SYSTEM 5V CRIMP PANEL WATERPROOF i / MEMBRANE Astu A W3 AS 34 A 792 FP}3RiCARONOPTt4N5 s1FEt 26 FASTENER*$ `'SUBSTRUCTURi FUSHOPMONS 12" O.C. MAIN FIELD 6" O.C. PERIMETER VC CAN PRMDE FULL CUSFtH C" SEIMCES M VrCC { PRACTFC"Y rWY INNERVA4 S Wr— OR FItiC'Ycu REQUW. ;�,..,,,,, j f9.16x1•t/2�1NCOQIiLC 1f •.wJ't+iL H1E�10 26 Ga. 5V Crimp Roof Panel over 1/2" P],ywood ts�IIAlTIlJs,' -E Q Ota i • C E tjIN • O fa J� N0.449 ROLL FORMR. CURP. $T$T 14{1 iNDEPEtSDE?6CE LANE • !U ti CHALFOMT, PA IM4 M ;�. •Ae +. ..OR ID Z. 0 AL 5 V FED 0........ 9 2012 27--1/2" Flab: St6ck Materiat For 24" Cover,gge No-te = All Radii 0.05 12NOV99 Fixed Overtmp Ribs 0 0 For 24" Coverage 12" -- 24' Coverage 7/8 3/8, Ad,justebte Center Ri3 Ad;justoLOLe Undertup nibs.