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Home My WebLink AboutSUBMITTED PAPERS.w-1- "V.Vo� Ir) (� -'� D A T E: FEES DUE: JL�- I RECEIPT #: 0 i-urmlt #: I Planning & Development Services Department SCANNED Building & Code Regulation Division -.7 2300 Virginia Avenue BY 0. L Ft. Pierce, FL 34982-5652 Tel. 772462-1553 St. Lucie County APPLICATION FOR ROOF PERMIT SEE REVERSE SIDE �F STRUCTIONS 1. Location/Site Address: '47 J0 0, 2. Parcel ID Number: 0/ Office Use Only SectioinTownship Range Map Page Zoning Land Use I MM* I ic it L-" I 3. Description of Project or Work Activity: 4. Total Roof Area (square feet): L15-0 5. Ro�f Pitch:_ c�? 6. Type of Roof- [ ] Fiberglass Shingle [ I Concrete Roof Tile Wood Shake / Shingle -5—V [ ]Tar& Gravel [ ]Modified Bitumen 0 Other ��aJ— t4'1�oduct 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: -4911 en pe e 4rt#: CC6-10c;2-61-7-1 Address: Ao ounty Cert #: City: -fb(4-, �A g-JhL(4fJ.LState: Business Name: zip: ,-5 qq -5 Phone: CellPhone: 9. Value of Construction:$ -75 -0 6 "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTORIOWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be I done in H ith all applicable laws regulating construction and zoning. a��d C:�� a d�a �d' - 71 PRINT QUALMERS70WNERS NAME SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF.'5� � LUCA ACKNOWLEDGED BEFORE ME TIH DAY OF 20 // ByDsack-3 WIJO IS PERSONALLY KNOWN —TO ME OR HAS PRODUCED J 'OB T ENNIFER IER D8 MYC0MNflSS10N#D 837776 (S�I�GN`TUOF �NTARX�� TYPE OR PRINT NAME OF NOTARY FVea4XP1RES: November 12,2012 .800-3-140TARY FI. Notary IDNiscouint Assoc. Co. COMMISSION NUMBER 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. Revised 4/26/2010 0111012012 12:01 P.0011001 �`Ctz.d 64 ws tt'p Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FIL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit# / �LO D 0 "��74 0 licensed a4g'a-(n)Contractor*/E,�ngineer/Architect *General, Building, Residential or Roofing Contractor or any individual certified under 468F.S. to make such an ins0ection. On or about QZ�2 1 did personally inspect the roof deck nailing (Date) work at:. zvz4y�/�� —AZIO (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.) / / /I/' �X A 6 � I - /2"�' "< �' (—/ Signa�iui� a/nd Seal STATEOFFLD!�WrA COUNTYOF (-1�2e 45 g4 / -7--ff License # Sworn to and subscribed before me this day of Qte—� 20 (� by a,3Aa,,Ie.,S Who is personally known to me orwho4;as-praduced as identification. Notary Public, State of Ftgrida Signature! of Commission Numbe?'� En 01/19/2011 !� e7 R E C it, JAN 10 2012 St. Luce, JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3662373 OR BOOK 33!"—"�PAGE 2442, Recorded 01/05/2012 at 0---,r PM NOTICE OF COMMENCEMENT The undersigned hereby given notioe that improvement vvill be made to certain real property, and in accordance with Chapter 713, Florida Statues the following information is provided in the Notice ofCommencement. 1. Drzcmmm OF PROPERTY (Legal description and strut address, ifsvaila�lc) TAx FoLio NUMBER: OLLMI-00-L7 -7RACr ------- WT BLDG VNrr 2. GINERALDESCRIPUON-OPECROYEMPIM . — - . — P 3. ommwoRm-nom LN-. Pkk\-P Y1 t 10-V4n f 4 N=, md Wn- offwdmple ddeWda ffath�thw 4. ComzRAcroRSNAmAADDnE&sANDPHoN F. =460 5. =MIS NAMr,-ADDRESSAND PRONE NUMER AND RONDAMOUNr: 6. umms NAm3c, ADDRESS AND PHoNENumam - 7. Persons within the State ofFlorida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida S NAM ADDRESS AND PRONE NUMM .8. In addition to himselfor herself. Ownir designates the following to receive a copy ofthe Lienoes Notice as provided in Section 713.13(1)(b), Florida Statutes: NAMr,ADDRMAND PHONE NUMEW 9. Expiration date ofnotice ofoommencement (the expiration date is I year from the date ofrecording unless a diflizent date is specified)- —20— a0u(k 05 - Ll YJ DA L '. t)C- -151- 6L&)`1f4V' SignatumofOwnerer MnMarneandProvidignstokry's MWO(Ifice Ownce3 Authorized 0111cer/Director/Partnerfflanager State OfFlevids IN eto tfo r County Of! Ilte foregoing instrument was acknowledged before me this day of_�� Gou-ea,,�oq—u, By r— kc—C as MUtGAPZT C-A&L (narnaofperson) (roe of. anomey in fW)WiPVW-"GfWWV4* far L,,'Pl der L, 7-,, k-& P- QuAwd in Reffitnim caumv (name ofparty on behalf ofwbom instrument was executed) " ' Rea. No.-OILIG232610 my 6ff�txpku x*.Ji. aaiL signature ' krial 0 UnderPenaldes ofperjury.1 declare that I have mad the foregoing and Min it am true to the best ofmy knowledge and belief(Section 92.525, Florida Statutes). Re,.0&14-07 (SY-".2) (Signature ofNaturdl Person Signing Aboia) STAT"F OF F1,06A ST, LUCIF COMITY T S-ISTOCERTIFMATTH1818A ��G'OEf %IRT P 0FTHE H S JjTn i, P, K Date - '14� -4- V AIL F-1, ELI i2pt-VA-& ENGINEERING & TESTING, INC. Phone: (866) 781-6889 eFax: (866) 784-8550 www.floridaengineeringan(Itesting.com 250 S.W. 13 1h Avenue Pompano Beach, FL 33069 DATE: 01/03/12 JOB ORDER #: 12-220 CLIENT: All Area Roofing ADDRESS: 3921 S. US Highway 1 Fort Pierce, Florida 34982 PROJECT: Tucker Residence 5V Crimp Metal Panel ADDRESS: 46 Mediterranean Blvd. N. Port Saint Lucie, FL ASCE 7-05 DESIGN PRESSURE CALCULATIONS Project Information: Height = 10' Length = 5 1' Width = 241 Parapet Wall: < 3' Design Calculations: Exposure: C Category: H Slope: 2:12, 7.5' Basic Windspeed: V=140 mph hnportance Factor: I=1.0 K� = 0.85, Kd = 0.85 Velocity Pressure: q = 0.00256*[(0.85)(1.0)( 0.85)(140)2(j.0)] = 36.25 psf Width of Pressure Coefficient: 0.1(24') = 2.4' 0.4(10') = 4.0' 1 use: 3'0" Effective Wind Area: <1 Of� For parapet height three feet (3') or larger, zone three (3) can be treated as zone two (2) (ASCE 7-05). External Pressure Coefficient: 1) GCP1 = -0.9 2) GCP2 = -1.7 3) GCP3 = -2.6 Internal Pressure Coefficient: 1) GCPj = 0.18 90 '% 0- -'3 Quality .1swerance Page 2 FXORIIPA 01/03/12, Job Order #12-220 All Area Roofing Turner Residence - 5 V Crimp Metal Panel 46 Mediterranean Blvd. N.; Port Saint Lucie, FL: Desigg Pressures: 1) Field PI = 36.25*[(-l.0)—(0.l8)]= -39.2psf 2) Perimeter P2 = 36.25*[(-1.8) — (0.18)] = -68.2 psf 3) Comers P3 = 36.25*[(-2.6) — (0.18)] = -100.8 psf Attachment Requirements: Based on the requirements of Florida Product Approval FL # 11651.6 with a maximum design pressure of -108.5 psf for the field and perimeter areas and -156.5 psf for the comer area; the following are our recommended panel attachment for the 24" 5V-Crimp Roof Panels with #9-15x 1 -1/2" Woodgrip screws (through ribs of panel) with Zac head & sealing washers over min. 15/32" plywood deck: Field: Zone 1 - Fastener Pattern at 12" o.c. (See fastener pattern in FL #11651.6) Perimeter: Zone 2 - Fastener Pattern at 12" o.c. (See fastener pattern in FL #11651.6) Comer: Zone 3 - Fastener Pattern at 6" o.c. (See fastener pattern in FL #11651.6) Notes: Comers and perimeter area dimension shall not be less than a = 3,0" 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 and manufacturer specifications and Florida Building Code 2007 Edition. Wind load calculations based on ASCE 7-05 and information provided by client. All work shall be inspected by our field engineer (or authorized representative) or a city inspector to verify compliance with specifications. Sincerely, Mark A. Mesiano, P.E.. Florida Engineering & Testing, Inc. Florida Reg. No. 48202 Certificate of Authorization No. 6923 Florida Building Code Onae Page I of 5 Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links search luct Approval Public User Product Aporoval Menu > Product or Aoplication Search > Application List > Application Detail Fl- # FL11651 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Gulf Coast Supply and Mfg., Inc. Address/Phone/Emall 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-7852 flvaIldation@yahoo.com Authorized Signature Jeff Reed flvalidation@yahoo.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ot 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 12/31/2011 Validated By Locke Bowden E�- Validation Checklist - Hardcopy Received Certificate of Independence FL11651 RO COI Letter of Certification.pdf Referenced Standard and Year (of Standard) Standard Year Florida Building Code 2007 TAS 100 1995 TAS 125 2003 UL 1897 1998 UL 580 1994 Equivalence of Product Standards Certified By h4://www.floridabuilding.org/pr/n� app dtl.aspx?param=wGEVXQwtDqsQFc5K%2ffr... 4/27/2011 X __ _ 1. Florida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method I Option D 11/14/2008 11/26/2008 01/06/2009 02/03/2009 Summary of Products FL # IlModel, Num , ber or Name ----]IDescriDtion 11651.1 24.Ga. Gulf Coast Mechanical �Seam �124 Ga. Gulf Coast Mechanical Seam 18" Wide over 115/32" Plywood Non-HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RO 11 24 Ga. Gulf Coast Mech Seam over Plywood Details.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-108.SPSF Created by Independent Third Party: Yes Other: -71.0 psf @ 2'-0" o.c. clip spacing. -108.5 psf @ Evaluation Reports 1 -0 o.c. c 1p spacing. Install per manufacturers details. 651 RO AE 24 Ga. Gulf Coast Mech Seam Load Tablexcl Not for use In HVHZ Zones. FL11651 RO AE Gulf Coast Mech Seam Non Structural Eval.nd Created by Independent Third Party: Yes I11651.2 24 Ga. Gulf Lok Jr24 Ga. Gulf Lok 16" Wide over 15/32" Plywood Non - jjHVHZ Limits of Use Installation Instructions Approved for use In HVHZ: No FL11651 RO 11 24 Ga. Gulf Lok 16 In wide ove plywood Detalls.od Approved for use outside HVHZ: Yes ,Impact Resistant: N/A Design Pressure: +N/A/-96.7PSF Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. - Verified By: Terrence E. Wolfe, P.E. 44923 Created by independent Third Party: Yes Evaluation Reports 9 .76 p @ 5-1/8" o.c. fastener spacing. Install per 11651 RO AE 24 Ga. Gulf Lok 16 in wide over olywood Load Table.pd manufacturers details. Not for use In HVHZ Zones. FL11651 RO AE Gulf Lok Non Structural Eval.od Created by Independent Third Party: Yes 11651.3 24 Ga. Gulf Seam 24 Ga. Gulf Seam 16" Wide over 15/32" Plywood Non- HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RO 11 24 Ga. Gulf Seam over Plywood Details.pd Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-69.2PSF Created by Independent Third Party: Yes Other: -69.25 psf @ 2'-0" o.c. clip spacing. Install per Evaluation Reports manu acuturers details. Not for use In HVHZ Zones. F 11 51 RO AE 24 Ga, Gulf Seam over Plywood Load Table.pd FL11651 RO AE Gulf Seam Non Structural Eval.pd Created by Independent Third Party: Yes 11651.4 26 Ga. 3/4" RIb Roof Panel 26 Ga. 3/4" Rib Roof Panel over I x 4 Wood Purllns HVHZ Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11651 RO 11 26 Ga. .75 In Rib Roof Panel over w�od purfins Detalls.pdf Approved for use outside HVIHIZ: 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 @ 9"-9"-9"-9" fastener pattern @ Evaluation Reports 24 o.c. fastener spacing. -164.25 psf @ 9"-911-91.-9.. 51 RO AE 26 Ga. .75 in Rib Roof Panel over wood purlin Load Table.pdf fastener pattern @ 12" o.c. Install per manufacturers details. For use In HVHZ Zones. FL11651 RO AE Rib overlx4 HVHZ Eval.pd Created by Independent Third Party: Yes 11651.5 1126 Ga. 3/4" Rib Roof Panel 26 Ga. 3/4" Rib Roof Panel over 1/2" Plywood HVHZ Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL11651 RO 11 26 Ga. .75 In Rib over.5 In nlywood Detalls.od Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-159.2PSF Other: -71.75 PSf @ 9"-9"-9"-9" fastener pattern @ 24" lEvaluation Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Reports http://www.floridabuilding.org/pr/p�_appjtl.aspx?param=wGEVXQWOqsQFc5K�/�2ffr... 4/27/2011 Florida Building Code Online Page 3 of 5 M' o.c. fastene spacing. -159.25 psf @ 6.5"-2.5"-6.5" 2 '� FL11651 RO A 26 Ga. .75 in Rib over.5 in olywood T Lo�adablo df 6.5" fastener pattern @ 12" o.c. fastener spacing. Ins i5a' I per manufacturers details. For use in HVHZ Zones. 11 S 1 0 FL116SI RO AE Rib over Plywood HVHZ Eval.pd C C, at y I reated by Independent Third Party: Yes 11651.6 :�:�126 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 1/2" Plywood HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RO 11 26 Ga. 5V Crimp over.5 In plywood Detalls.pd 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 Evaluation Reports psf 0 6" o.c. fastener spacing. Install per manufacturers 11651 RD AE 26 Ga. 5V Crimr) over.5 in j)lywood Load Table.Dd details. For use In HVHZ Zones. FL11651 RO AE 5V Crimp over .5 In olywood HVHZ Eval.r)d Created by Independent Third Party: Yes 111651.7 1126 Ga. 5V Crimp __�126 Ga. 5V CrIMD over 15/32" Plywood Non-HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11651 RO 11 26 Ga. 5V Crimp over plywood detalls.pd Impact Resistant: N/A Design Pressure: +N/A/-131.PSF Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Other: -94.25 psf Type 1 fastener pattern @ 16" o.c. - Evaluation Reports 131.0 psf Type 2 fastener pattern @ 16" o.c. Install per manufacturers details. Not for use In HVHZ Zones. 11651 RO AE 26 Ga. 5V Crimp over r)lywood Load Table.od FL116SI RO AE 26 Ga. 5V CrImi3 over Plywood Non Structural Eval.Ddf Created by Independent Third Party: Yes 11651.8 26 Ga. 5V crimp 26 Ga. 5V Crimp 24" Wide over 1 x 4 Wood Purlins Non- 1HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FLI 1651 RO 11 26 Ga. 5V Crimp over wood purlins Details.r)d Verified By: Terrence E. Wolfe, P.E. 44923 Created by -Independent Third Party: Yes Approved for use outside HVHZ.- Yes Impact Resistant: N/A Design Pressure: +N/Al-149.2PSF Other: -149.25 psf @ 16" o.c. fastener spacing. Install Evaluation Reports per manu acturers details. Not for use In HVHZ Zones. 1651 RO AE 26 Ga. 5V Crimp over wood Purlins Load Table.pd FL11651 RO AE 5V Crimp Non Structural Eval.r)d Created by Independent Third Party: Yes 111651.9 1126 Ga. PBR 26 Ga. PBR 36" Wide over 1 x 4 Wood PurIlns Non-HVHZ Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL11651 RO 11 26 Ga. PBR 36 In Wide over wood ourlin Details.nd 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: -94.25 psf @ 12"-12"-12"- fastener pattern valuation Reports 24" o.c. -15 .75 psf @ 7"-5'-7"-S"-7" fastener pattern @ FL11651 RO AE 26 Ga. PBR 36 In Wide over wood ourlin Load Table.pd 12" o.c. Install per manufacturers details. Not for use In HVHZ Zones. F01651 RO AE PBR Non Structural Eval.od Created by Independent Third Party: Yes 11651.10 1126 Ga. PBR 126 Ga. PBR 36" Wide over 15/32" Plywood Non-HVHZ Limits of Use Installation Instructions Approved for use In HVHZ: No FL11651 RO 11 26 Ga. PBR 36 in over plywood Details.r)d 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 @ 12"-12"-12" fastener pattern @ 24" o.c. -154.75 psf @ 7"-5"-7"-5"-7" fastener pattern Evaluation Reports 1651 RO AE 26 Ga. PBR 36 In over Nywood Load Table.pdf 12" o.c. Install per manufacturers details. Not for use in HVHZ Zones. FL11651 RO AE 26 Ga. PBR over Plywood Non Structural Eval.odf Created by Independent Third Party: Yes 111651.11 1126 Ga. PBR Roof Panel ___]126 Ga. PBR Roof Panel over I x 4 Wood Purlins HVHZ Limits of Use Installation Instructions Approved for use in HVIHIZ: Yes FL11651 RO 11 26 Ga PBR HVHZ panel over wood Purlins Detalls.pd 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 @ 12"-12"-12" fastener pattern @ Evaluation Reports 24" o.c. fastener spacing. -151.75 psf @ 7"-5"-7"-5" fastener pattern @ 12" o.c. fastener spacing. Install per FL116S1 RO AE 26 Ga PBR HVHZ oanel over wood Purling Load Table.13df manufacturers details. For use In HVHZ Zones. FL11651 RO AE PBR over 1x4 HVHZ Eval.od http://vrww.floridabuilding.oriz/p r�_app dtl.aspx?param=wGEVXQwtDqsQFc5K%2frr... 4/27/2011 . r/P Florijda Building Code Online Page 4 of 5 11 created by independent Third Party: Yes 111651.12 1126 Ga. PBR Roof Panel 126 Ga. PBR Roof Panel over 1/2" Plywood HVHZ j Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11651 RO 11 26 Ga PBR Roof Panel over i)lvwood Details.od Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-154.7PSF Other: -60.5 psf @ 12"-12"-12" fastener pattern @ 24" Created by Independent Third Party: Yes Evaluation Reports o.c. astener spacing. -154.75 psf @ 7"-5"-7-"5"-7" 51 RO AE 26 Ga PBR Roof Panel over olywood Load Table.l)d fastener pattern @ 12" o.c. fastener spacing. Install per manufacturers details. For use In HVHZ Zones. FL11651 RO AE PBR over Plywood HVHZ Eval.ndf Created by Independent Third Party: Yes 11651.13 26 Ga. Tuff Rib F26 Ga. Tuff Rib 36' Wide over I x 4 Wood Pulins Non- jHVHZ Limits of Use installation Instructions Approved for use In HVHZ: No FL11651 RO 11 26 Ga. Tuff Rib 36 In over wood i)urllns Details.i)d Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-164.2PSF Other: -109.25 psf @ 9"-9"-9"-9" fastener pattern @ 124 o.c. -164.25" psf @ 9"-9"-9"-9" fastener pater @ 12 o.c. Install per manufacturers details. Not for use In HVHZ Zones. Created by Independent Third Party: Yes Evaluation Reports 11 51 RO AE 26 Ga. Rib Non Structural Eval.pd FLI 1651 RO AE 26 Ga. Tuff Rib 36 In. over wood purfins load table.pd Created by Independent Third Party: Yes 11651.14 26 Ga. Tuff Rib 26 Ga. Tuff Rib 36" Wide over 15/32" Plywood Non- HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RO 11 26 Ga. Tuff Rib 36 in. Wide ove Plywood detalls.pd Verified By: Terrence E. Wolfe, P.E. 44k2l Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-159.2PSF Other: -69.25 psf @ 9"-9"-9"-9" fastener pattern @ 24" O.c. -159.25 psf @ 6.5"-2.5"-6.5"-2.5"-6.5" fastener pattern @ 12" o.c. Install per manufacturers details. Not Created by Independent Third Party: Yes Evaluation Reports 1651 RD AE 26 Ga. Rib 36 In. over Plywood Non Structural Eval.gdf for use In HVHZ Zones. FL1 1651 RO AE 26 Ga. Tuff Rib Load Table over Plywood Load Table.nd Created by Independent Third Party: Yes 11651.15 29 Ga. Tuff Rib 29 Ga. Tuff Rib 36" Wide over 1 x 4 Wood Purllns'Non- HVHZ Limits of Use Installation Instructions Approved for use In HVHZ: No FL11651 RO 11 29 Ga. Tuff Rib 36 in Wide over Wood Purlins Detalls.0 Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-123.SPSF Created by Independent Third Party: Yes Other: -76.75 psf @ 9"-9.-9"-9" fastener pattern @ 24" Evaluation Reports o.c. -123.5 psf @ 6.5"-2.5"-6.5"-2.5"-6.5" fastener pattern @ 24 o.c. Install per manufacturers details. Not FL11651 RO AE 29 Ga. Rib Non Structural Eval.od FL11651 RO AE 29 Ga. Tuff Rib 36 In Wide over Wood Purlins Load Table.od for use In HVHZ Zones. Created by Independent Third Party: Yes 11651.16 29 Ga. Tuff Rib 1HVHZ 29 Ga. Tuff Rib 36" Wide over 15/32" Plywood Non- Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RO 11 29 Ga. Tuff Rib 36 In. wide over plywood detalls.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-146.OPSF Other: -71.75 psf @ 9"-9"-9"-9" fasteer pattern @ 24 Created by Independent Third Party: Yes Evaluation Reports O.C., -146.0 psf @ 6.5"-2.5"-6.5"-2.5"-6.5" fastener pattern @ 12" o.c. FL11651 RO AE 29 Ga. Rib over Plywood Non Structural Eval.nd FL11651 RO AE 29 Ga. Tuff Rib 36 in. wide over olywood Load Table.od Created by Independent Third Party: Yes Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 467-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. htq)://www.floridabuilding.org—/nr/pr app dtl.aspx?param=wGEVXQwtDclsOFc5KO/o2ffr... 4/27/2011 Gulf Coast Supply & Mfg. In c. Product Evaluation Report for 26 Ga. 5V Cdmp Roof Panel over!12" Plywood Florida Product Approval # 11651.6 Category: Roofing Subcategory: Metal Roofing Compliance Method: 913-72.070(l)(d) Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 19530 Ramblewood Ddve Humble, TX 77338 Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 HVHZ I I 1r, 'ACE N 47� o. 449 .P .0. STATE OF - 15'. OTLI ODA. '0� 02M . If ONAL I of 3 November 8, 2008 Product Manufacturer: Gulf Coast Supply & Mfg, Inc. 4020 S.W. 449th Street Horseshoe Beach, FL 32648 352-498-7852 Product Description: 5V Crimp Panel, 26 Ga. (0.018"), 24" Coverage, 3/8" Tall Rib, Through Fastened panel with fasteners in the rib of the panel. Nonstructural metal roof panel over min. 15/32" Plywood. Panel Rollformer Roll Former Corp. Model 5V Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2007, Sections 1504.3.2,1518.9,1523.6.5.2.4. Documentation Supporting the Compliance Statement: The product has been tested in accordance with: • TAS 125-03 UL 580-94 / 1897-98: Test report #117-0065T-07A-C dated 1-26-07 by Force Engineering & Testing per A) Test #1, Tested 10-20-06 Main Field over 15/32" Plywood B) Test #2, Tested 11-06-06 Main Field over 15/32" Plywood C) Test #1, Tested 11-08-06 Edge over 15/32" Plywood • TAS 100-95: Test report T130-07 dated 2-28-0 7 by Farabaugh Engineering & Testing A) Wind Driven Rain Test Results: Passed B) The main field of roof fastener spacing was used for this test. • TAS 100-95: Test report T215-08 dated 7-8-08 by Farabaugh Engineering & Testing A) W'Ind Driven Rain Test Results: Passed B) The Perimeter roof fastener spacing was used for this test. • Valspar Fluropono coated metal panel testing A) ASTMI G 26 by PRI Asphalt Technologies dated January 19, 2004 Results: Passed B) ASTM B 117-by PRI Asphalt Technologies dated January 19, 2004 Results: Passed Limitations and Conditions of use for HVHZ: Maximum Roof Component Uplift Pressures: -108.5 psf @ 12" O.C. Fastener Spacing -156.5 psf @ 6" O.C. Fastener Spacing Panel Material Ztandards: 26 Ga., 0.018" Min, Grade 50, -ASTMI A792 coated with Valspar Fluropono orASTM*A663 G190 Bare. Panel Material shall comply with FBC 2007,. Section 1507A.3 Panel Fasteners: #9-115 x 1-1/2" WoodZac with Zac Head through the panel rib. Fasteners must be Corrosion resistance per FBC 2007, Section 1507.4.4 Minimum Roof Slope- 2:12. Minimum Slope shall comply.with FBC 2007, Section 1501.4.2 and Manufacturers recommendations. C. E c �b. 4479� z STATE OF ;%41. 0 pa mum #)#Blasts' 2 of 3 November 8, 2008 Substrate Description: Minimum 15/32" plywood designed in accordance w/ FBC 2007 Vapor Barrier: 30 # Asphalt Saturated organic felt paper in compliance with ASTM D226, Type I or Type 11. Fire Barrier: Y4" Georgia Pacific "Dens Deck" or manufacturer approved equal. 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 FBC 2007 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressures 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 FBC Chapter 22 for steeli Chapter 23 for wood and Chapter 16 for structural loading. Installation Requirements: Install the panel system according to the manufacturer's installation instruction and RAS 133 Quality Assurance Entity: Keystone Certifications, Inc: FBC #QUAI 824 Certificate of Independence: See uploaded attachments Authorized Representative: Terrence E. Wolfe, P.E. #44923 C 2 STATE OF '0 0�. 44" 0 3 of 3 November 8, 2008 26 Ga. 5V Crimp Roof PAnel over 1 2�. 11 P11 5-V- CRIMP EXPOSED FASTENEA SYST9 MAIN FIELD ;l0e:*6"':Q.: PBRIWTER 6V CRIMP PANEL WAMRP1400F t BSTAUQTV Psi �4 0 (D (D 0 0 00 26 Ga. 5V Crimp Roof Pane-1 over 1/211 Pl�w6o'd 174: A; IAM 04. Rat s Qd<" "M: --t e r i a I ''To 2 4 -C R :27 11-2- t r. D.- VV: V�. Note.- -A-:(t j.p .5 26 FDr Cavero�gc PA* Old? U. 26 Ga. 5V Crimp Roof Panel oVeir 1/211 Plywood TMICALDETAILS ! I-NOA0.2"l- . Ot . c R. -WO, 0.0 8 2b Ua. 5V Crimp Roof Panel over 1/211 Plvwoo'd 26 Ga. 5V Crimp Roof Panel.'. -over 1/.2.1"PlyLvood Of -Redd, L, ��V 0.0440 -ST 0,RA NAL. November 8, 2008,: P�FMAIW�Lw-Atwmp I PANCA�lt ktmx SE.LF--T- t-R- [.12 --O,�.�-J- 5-V CRIMP PAt4EL--\ LT: F�ETENM'.- PATTERN' AT.'EAV 5V CRIMP 26 GA. GULF LOAD TABLE OVER PLYWOOD COAST Buildings having a Roof Mean Hef ht�5 20'-0"; Roof Slope:. Z/iT -6'712" Gable Roof Ig Wind Speeds 120-150 mph, Exp C, I = 1.0, based� on. FLORIDA BUILDING CODt--- 200.7 5 V C.RIMP .26.GA. FASTE�NER SPACING I ZON5- I FASTENER 1-81,113STRATEI 120: 1 130 1 ' .2. i2 19/32"CDX- i&3r 6 1,M2!:0x PANELDESCRIPt E 0 ALL ,10W 5V CRIMP, MIN. 2-6GA_24- C6VE M-'p PANEL FASTENER. (1)49-15 X 1-1/2'W6.00* kIP W1 Z-At:-HtAD,6NL) I EA INGW.ASHER THROUGH Rig OF PANEL. G S L MAXIMUM ALLOWNBOLEP ANEL UPJL1FT-PMS'.§.URr=� PsF r. FASTENER SPACING, 156.6 PSF� W FA NER 8PA'bIN G,'- B'ASAEOPW TA8 125, UL'AQQIUL 7 PLYWOOD 0.*Eb.4bNG: MIN..16/32" PLYWOOD. PU�W005 MU b IN ACCOkDA ST)3E-.DESIGNE NC8*WiTH,-:F.8C. P EL:RbLL-FORM'ER: MODEL 5V BY ROL.L FORMER CORP November 8, 2008 Note: Dimension (a) is defined as 10% of the minimum width of the building or 40% of the mean height of the roof. whichever is smaller, however, (a) cannot be less than either 4% of the minimum width of the building or 3 feet. Gulf Coast Supply & Mfg, Inc 4020 SW 449"h St. Horseshoe Beach, FL 32648 PH: (352) 498-0778 FX: (352) 498-7852 www.GulfCoastSupply.com To whom it may concern: The fire barrier listed on our HVHZ approval of 5v Crimp, approval # 11651.6 is not a required part of the approval if a fire barrier is not specified by the architect. It is listed on our approval to provide a suggested ' product for jobs that require a fire barrier. The minim -um underlayment for the panel is 30 # Asphalt Saturated organic felt paper in compliance with ASTM D226, Type I or Type 11. Jonathan Sherrill General Manager