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HomeMy WebLinkAboutSUBMITTED PAPERSelf i Planning & Development Services Department SC p j Building & Code Regulation Division AnJ��® 2300 Virginia Avenue BY 0. Ft. Pierce, FL 34982-5652 �UCle countyTel. 772-462-1553 APPLICATION FOR ROOF PERMIT SE REVERSE SID/OR INSTFj�1G710 1. Location/Site Address: lfr(//J 2. Parcel IDNumber: 3. 4. Office Use °�' Section Township Ran a Ma ae Zonin L Use Initials � S awl � 1 Description of Project or Work Activity: ea(' D� Total Roof Area (square feet): �S� 5. Roof Pitch: 6. Type of Roof: I r,berglass Shingle [ ] Concrete Roof Tile [q _ Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ v� Other V AAJ-A� '4 [ roduct 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: � (� l� C�'^�FL Reg/Cert#: Address: �c�- I V �(� � `� M i �.dh 7�1� nnty.Cert#: 02�6 oZO City: 1'U�i' AQ,,TL State: � � Business Name: Z��/�4 Zip: 3'/i� S Phone: CTW9r71-9b15 Cell Phone: -0 � � 9. Value of Construction: $ _, � 9SD-'0 **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 compH i with all applicable laws Ze'VDgulating construction and zoning. PRINT QUALIFIERS/OWNERS NAME GNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF w ACKNOWLEDGED BEFORE ME THIS DAY OF 24 BY C 1G(.( 1� � W�'� V R O IS PERSONALLY KNOWN TO ME OR HAS PRODUCED AS ID �" ` JENNT'r F>� CAR F.RT �2nri i z o c" P NIY C0N1>V!,,i N W0,437776 SIG ATURE OF N ARY TYPE OR PRINT NAME OF NOTARY (se F^iVIR.B.`•', n: vonb� 12, 2012 1-8W1•NOTARY H. Notary Discount Assm. 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 0711212011 12:01 (FAX I P.0011001 Public Works Department Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 • INSPECTION AFFIDAVIT RE: Permit # C� I. j:� & ��� p,�A,licensed as a(n) Contractor*/Engineer/Architect/ (Please print naine and circle license type) FS 468 Building Inspector* r General, Building, Residential, or Roofing Contractor or any individual certified under .468 ] :S. to make such an inspection. All affidavits must include photographs of each plane of the roof with the permit # or address # clearly shown marked on the deck for each inspection. On or about_ 1 a —� , I did personally inspect the roo (Date & time) eck nailing a or seconddry water barrier work at (circle 01re) (Job Site Address) F f-, A eize- Based upon that examination I have determined the installation.was don' e•according to the 3iggnat'ureea anMitigation Retrofit Manual (Based ,on. 553.844 F.S.) CC(f 131:12-6 /-7 7 Seal License # STATE OF FI A % COUNTY OF Sworn to and subscribed before me this. -day of by Who is personaIiy known or who has produced r'c M}.Yy.c��o�A�t.1�. ssioN' as identification. :'`XAaY FL Not Cr:, Co. S7a JENNIMR O'R Notary Public, State of Flor'da nn conmusstrn,: �+ r Signature oMtary: 11� Commission No.: JUL 12 2011 (Sean Public Works crnl 9127/07 St. Lucie County, FL JOSEPH E. SMITH, CLERK OF ?1vz`.CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3607061 OR BOOK 331 PAGE 2913, Recorded 07/06/2011 at 0? ~'l PM 11-� OTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Starnes the following information is provided in the Notice of Commencement 1. DESCR33MON OP PROPERTY (Legal description and street address, if available) TAX POLIO NUMBER: /V`/// SUBDIVISION BLOCK IAACr LOT RI.DG UNII 3. OWNER INFORMATION: a,Ncme�/�f[Qdrl b.A&—u ' /'--j d. Num u d cdd—of ra W.dr adehdderprolhuth. 0-.)_ 4. CONTRACrOR'SNAM.ADDRE99ANDPHONENUMBER: S. SURETY'S NAME ADDRE99 AND PHONE NU6IBER AND BONDAmouyr: 6. LENDER'S NAME,ADDRE9S AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13 (1) (a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: g. In addition to himself or herself, Owner designates the following to naive a copy of the Lienoes Notice as provided in Section 713.13 (1) (b), Florida Statutes: NAME. ADDRESS AND PHONE NUMBER*. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specirted): _, 20_ I)c Owner's Authorized Aj 1 1 f QA1 C LA2w e Print Name and Provide Slgnatery'sTlUe1011ice State of Florida The foregoing instrument was acknowledged before me this day of (0 � o "UA V" Hy t, tlr 5..'C. 1 41".0 as (name of person) (type of authority,... e.g. officer, trustee, allomcY in fad) for (name of party on behalf Df whom tnsuument was ex j + "MISSION YD., P6 I .,nplRO• rb 'Imaa1R2012 Notary signature saris NI-, n. rlo,uYDeoourl Auos Q. Under Penalties orperyury, I declare that I have read the foregoing and that the fa it are a best o my wl a and belief (Section 92.525. Florida Statutes). J Ree.NW4V (SAewrdinv A o—'MA SI in Above) &TATE OF FLORIN =7. Lf�ViE CC;VATY tb tS TO CERT1FY TH ' IE AND RgE10T CffilGliy�l• XS� FPS Iv. Date. LERK F140 A ENGINEERING & TESTING, INC. DATE: Phone: (866) 781-6889 • Fax: (866) 784-8550 www.floridaengineeringandtesting.com 250 S.W. 13`h Avenue FILLF"12 COPY Pompano Beach, FL 33069 /07/11 JOB ORDER #: 11-1679 CLIENT: All Area Roofing ADDRESS: 3921 S. US Highway 1 Fort Pierce, Florida 34982 PROJECT: Bill Cutlip Trailer Residence VIN # T249P24108A ADDRESS: 52 Montoya Fort Pierce, Florida ASCE 7-05 DESIGN PRESSURE CALCULATIONS Project Information: Height = <15' Exposure: C Basic Windspeed: V=140 mph Length = 60' Category: II Importance Factor: I=1.0 Width = 24' Slope: 2/12 = 9.5° KZ = 0.85, Ka = 0.85 Design Calculations: Velocity Pressure: q = 0.00256*[(0.85)(1.0)( 0.85)(140)2(1.0)] = 36.25 psf Width of Pressure Coefficient: 0.1(24') = 2.4' 0.4( 8') = 3.2' ) use: 3'0" CONCEALED FASTENERS ORATTACHMENTS Effective Wind Area: <1 W ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD External Pressure Coefficient: 1) GCP 1 = -0.9 2) GCP2 = -1.7 3) GCP3 = -2.6 Design Pressures: Internal Pressure Coefficient: 1) GCP; = 0.18 1) Field P1 = 36.25*[(-0.9) — (0.18)] = -39.2 psf 2) Perimeter P2 = 36.25*[(-1.7) — (0.18)] = -68.2 psf 3) Corners P3 = 36.25*[(-2.6) — (0.18)] = -100.8 psf THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPROTORS THAT IV MAY BE NECESSARY IN ORDER TO Quality `;QL� jw•fls wrance 90MN10 6lPRW 0 0 e Page 2 01/10/11, Job Order # 11-1679 All Area Roofing Bill Cutlip Trailer Residence 52 Montoya; Fort Pierce, FL: Roof System Installation Analysis: I IFLO I A Based on the information provided by the client, the proposed 5V Crimp Panel Roof System (FL #11651.6) can be installed at the above referenced trailer residence in accordance with the Florida Product Approval and Florida Building Code, 2007 Edition, as long as the minimum 15/32" (5/811) plywood is renailed to the 2x roof trusses (24" o.c. maximum) per the current Building Code requirements. Attachment Requirements: Based on the requirements of Florida Product Approval FL #11651.6, with a maximum design pressure of-108.5psf and-156.5psf; the following are our recommended fastening patterns to attach the 26 gauge 5V Crimp Panels to the minimum 15/32" plywood deck. The panels shall be secured through the rib with approved corrosion resistant #9 (15 x 1- 1/2") WoodZac with Zac Head fasteners: Field: Maximum of 12" o.c. fastener row spacing Perimeter: Maximum of 6" o.c. fastener row spacing Corners: Maximum of 6" o.c. fastener row spacing Notes: Corners 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, Florida Product Approval, the manufacturer's specifications/installation instructions, 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 Online - Page 1 of 5 ,.i` d T""! - ¢j BCIS Home j Log In ( User Registration i Hot Topics Submit Surcharge Stats & Facts Publications 1 FBC Staff BCIS Site Map i Links Search tit • r ;. Product Approval '. H-^ ""'USER: Public User Product Aooroval Menu > Product or Aoolicatlon Search > Application List > Application Detail FL # FL11651 r Application Type FiLNewCOPY Code Version 2007 Application Status Approved "E g . , Comments Archived Product Manufacturer Gulf Coast Supply and Mfg., Inc. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-7852 flvaildation@yahoo.com Authorized Signature ' Jeff Reed flvalldation@yahoo.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 C 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 C Validation Checklist - Hardcopy Received Certificate of Independence FL11651 RO COI Letter of Certification od 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 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDasOFc5K%2fTr.._ 4/27/2011 Vlorida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved v'c ti' Y{ fi y �,.y� �F•F�'.�>� Tom•" t W Method 1 Option D 11/14/2008 11/26/2008 01/06/2009 02/03/2009 Summary of Products FL # Model, Number or Name Description 11651.1 24 .Ga. Gulf Coast Mechanical 24 Ga. Gulf Coast Mechanical Seam 18" Wide over Seam 15/32" Plywood Non-HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RO II 24 Ga. Gulf Coast Mech Seam over Approved for use outside HVHZ: Yes Plywood Details,pd 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 @ 2'-0" o.c. clip spacing. -108.5 psf @ Evaluation Reports V-0" o.c. clip spacing. Install per manufacturers details. FL11651 RO AE 24 Ga. Gulf Coast Mech Seam Load Table.odf Not for use In HVHZ Zones. FL11651 RO AE Gulf Coast Mech Seam Non Structural Eval. df Created by Independent Third Party: Yes 11651.2 24 Ga. Gulf Lok 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood Non- 11 HVHZ Limits of Use Installation Instructions Approved for use In HVHZ: No FL11651 R0 II 24 Ga. Gulf Lok 16 in wide over I wood Detalls. df 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 96.76 psf @ 57-1/8" o.c. fastener spacing. Install per FL11651 RO AE 24 Ga. Gulf Lok 16 In wide over olywood Load Tab e. df manufacturers details. Not for use in HVHZ Zones. FL11651 RO AE Gulf Lok Non Structural EvaI.Ddf Created by Independent Third Party: Yes 11651.3 24 Ga. Gulf Seam i 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 II 24 Ga. Gulf Seam over plywood Approved for use outside HVHZ: Yes Details. df Impact Resistant: N/A Verlfled.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 manufacuturers details. Not for use In HVHZ Zones. FLI1651- RO AE 24 Ga. Gulf Seam over plywood Load Table.f FL11651 .RO AE Gulf Seam Non Structural Eval.odf Created by Independent Third Party: Yes 11651.4 26 Ga. 3/4" Rib Roof -Panel 26 Ga. 3/4" Rib Roof Panel over 1 x 4 Wood Purlins HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RO II 26 Ga..75 In Rib Roof Panel over wood urllns De alas. df 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 @ 9"-9"-9"-9" fastener pattern @ Evaluation Reports 24" o.c. fastener spacing.-164.25 psf @ 911-9"-9"-9" FL11651 RO AE 26 Ga..75 in Rib Roof Panel over wood purlIns Load Table.pdf fastener pattern @ 12" o.c. Install per manufacturers details. For use In HVHZ Zones. FL11651 RO AE Rib overlx4 HVHZ Eval.odf Created by Independent Third Party: Yes 11651.5 26 Ga. 3/4" Rib Roof Panel 26 Ga. 3/4" Rib Roof Panel over 1/2" Plywood HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RO II 26 Ga..75 In Rib over .5 in plywood Detaiis.odf 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 @ 9"-9"-9"-9" fastener pattern @ 24" Evaluation Reports 11ffn•//vtnv w flnrirlahiiilrlino- nra/nr/nr ann rltl acnv9r�aram�xrhF�TX(l�xrtTlne(iFrSTtO/7f'Tr a/17/1)(11 1 Florida Building Code Online ( Page 3 of 5 SON Py..75 o.c. fastener spacing.-159.25 psf @ 6.5"-2.5"-6.5"- "-11L Z i t ove .5 in I wood 6.5" fastener pattern @ 12" o.c. fastener spacing. Install Load Table. df per manufacturers details. For use In HVHZ Zones. FL11651 RO AE Rib over Plywood HVHZ Eval.pdf Created by Independent Third Party: Yes 11651.6 26 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 H 26 Ga. 5V Crime over .5 in plywood Details. df Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-156.5PSF Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports psf @ 6" o.c. fastener spacing. Install per manufacturers FL11651 RO AE 26 Ga. 5V Crimp over .5 in plywood Load Table. df details. For use in HVHZ Zones. FL11651 RO AE 5V Crimp over .5 in plywood HVHZ Eval. f Created by Independent Third Party: Yes 1 11651.7 26 Ga. 5V Crimp 26 Ga. 5V Crimp 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 II 26 Ga. 5V Crimp over plywood detalls. f Impact Resistant: N/A Design Pressure: +N/A/-131.PSF Other: -94.25 psf Type 1 fastener pattern @ 16" o.c. - 131.0 psf Type 2 fastener pattern @ 16" o.c. Install per manufacturers details. Not for use in HVHZ Zones. Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RO AE 26 Ga. 5V Crimp over plywood Load Table. df FL11651 RO AE 26 Ga. 5V Crimp over Plywood Non Structural Eval.pdf 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- HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RO II 26 Ga. 5V Crimp over wood purlins Approved for use outside HVHZ: Yes Details. df Impact Resistant: N/A Design Pressure: +N/A/-149.2PSF Other:-149:25 psf @ 16" o.c. fastener spacing. Install per manufacturers details. Not for use In HVHZ Zones. Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports E11651 RO AE 26 Ga. 5V Crimp over wood purilns Loa Table. df FL11651 RO AE 5V Crimp Non Structural Eval pdf Created by Independent Third Party: Yes 11651.9 1126 Ga. PBR 26 Ga. PBR 36" Wide over 1 x 4 Wood Purlins Non-HVHZ Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL11651 RO H 26 Ga PBR 36 in Wide over wood purlin Detalls. df Impact Resistant:. N/A Design Pressure: +N/A/-151.7PSF Other: -94.25 psf @ 12"-12"-12% fastener pattern @ 24" o.c.-151.75 psf @ 7"-5"-7"-5"-7" fastener pattern @ 12" o.c. Install per manufacturers details. Not for use in HVHZ Zones. Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RO AE 26 Ga. PBR 36 In Wide over wood ourlin Load Table. dF FL11651 RO AE,PBR Non Structural Eval.pdf Created by Independent Third Party: Yes 11651.10 26 Ga. PBR 26 Ga. PBR 36" Wide 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 II 26 Ga PBR 36 In over plywood Detalls.pdf Impact Resistant: N/A Design Pressure: +N/A/-154.7PSF Other: -59.25 psf @ 12"-12"-12" fastener pattern @ 24" o.c.-154.75 psf @ 7"-5"-7"-5"-7" fastener pattern @ 12" o.c. Install per manufacturers details. Not for use In Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RO AE 26 Ga. PBR 36 In over plywood Load able. df HVHZ Zones. FLi1651 RO AE 26 Ga PBR over Plywood Non Structural Eva]. df Created by Independent Third Party: Yes 11651.11 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 HVHZ: Yes Approved for use outside HVHZ: Yes FL11651 RO II 26 Ga PBR HVHZ panel over wood Purlins Details. vdf Impact Resistant: N/A Design Pressure: +N/A/-151.7PSF Other: -100.5 psf @ 12"-12"-12" fastener pattern @ 24" o.c. fastener spacing.-151.75 psf @ 7"-5"-7"-5" fastener pattern @ 12" o.c. fastener spacing. Install per manufacturers details. For use in HVHZ Zones. Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation. Reports FLi 1651 RO AE 26 Ga PBR HVHZ panel over wood Purlins Load Table. d FL11651 RO AE PBR over 1x4 HVHZ Eval pdf httD://www.floridabuildinor_orsr/nr/nr nnn r1tt A 11)'711)n1 > Florida Building Code Online ` \ } Page 4 of 5 Created by Independent Third Party: Yes 11651.12 126 Ga. PBR Roof Panel 26 Ga. PBR Roof Panel over 1/2" Plywood HVHZ Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11651 RO II 26 Ga PBR Roof Panel over plywood Detalls. df Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-154.7PSF Other: -60.5 psf @ 12"-12"-12" fastener pattern @ 24' Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports o.c. fastener spacing:-154.75 psf @ 7"-5"-7-"5"-7" fastener pattern @ 12" o.c. fastener spacing. Install per FL11651 RO AE 26 Ga PBR Roof Panel over plywood Load Table.pdf manufacturers details. For use In HVHZ Zones. FL11651 RO AE PBR over Plywood HVHZ Eval.pdf Created by Independent Third Party: Yes 11651.13 26 Ga. Tuff Rib 26 Ga. Tuff Rib 36' Wlde over 1 x 4 Wood Pullns Non- HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11651 RO I1 26 Ga. Tuff Rib 36 in over wood Durllns Details, df Impact Resistant: N/A Design Pressure: +N/A/-164.2PSF Other:-109.25 psf @ 9"-9"-9"-9" fastener pattern @ 24" o.c.-164.25" psf @ 9"-9"-9"-9" fastener pater @ 12" o.c. Install per manufacturers details. Not for use In Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports i FL11651 RO AE 26 Ga. Rib Non Structural Eval.pdf FL11651 RO AE 26 Ga. Tuff Rib 36 in, over wood 6urllns load table. df HVHZ Zones. Created by Independent Third Party: Yes 11651.14::I 26 Ga. Tuff Rib 26 Ga. Tuff Rib 36" Wide over 15/32" Plywood Non- HVHZ I Limits of Use Installation'Instructions Approved for use in HVHZ: No FL11651 RO II 26 Ga. Tuff Rib 36 in. Wide over Plywood det lls. f 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"-6S'-2.5"-6.5" fastener pattern @ 12" o.c. Install per manufacturers details. Not for use In HVHZ Zones. Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RO AE 26 Ga. Rib 36 in, over plywood Non Structural Eval. df I FL11651 RO AE 26 Ga. Tuff Rib Load Table over Plywood Load Table. d Created by Independent Third Party: Yes 11651.15 29 Ga. Tuff Rib 29 Ga. Tuff Rib 36" Wide over 1 x 4 Wood Purlins Non- HVHZ . Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RO H 29 Ga. Tuff Rib 36 In Wide over Wood Approved for use outside HVHZ: Yes PurlInS Detalls. df Impact Resistant: N/A Design Pressure: +N/A/-123.5PSF Other: -76.75 psf @ 9"-9"-9"-9" fastener pattern @ 24" o.c. -123.5 psf @ 6.51'-2.5"-6.5"-2.5"-6.5" fastener Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RO AE 29 Ga. Rib Non Structural Eval.odf pattern @ 24 o.c. Install per manufacturers details. Not for use in HVHZ Zones. FL11651 RO AE 29 Ga Tuff Rib 36 In Wide over Wood Purlins L ad Table. df Created by Independent Third Party: Yes 11651.16 29 Ga. Tuff Rib 129 Ga. Tuff Rib 36" Wide over 15/32" Plywood Non- HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RO II 29 Ga. Tuff Rib 36 in. wide over Approved for use outside HVHZ: Yes Impact Resistant: N/A' Design Pressure: +14/A/-146.OPSF Other: -71.75 psf @ 9"-9"-9"-9" fasteer pattern @ 24 o.c. -146.0 psf @ 6.5"-2.5"-6.5"-2.5"-6.5" fastener pattern @ 12" o.c. !;t—ructural plywood details df Verifed By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RO AE 29 Ga Rib over Plywood Non Eval. df FL11651 RO AE 29 Ga. Tuff Rib 36 in. wide over plywood Load Table.0df Created by Independent Third Party: Yes Back Next Department of Community Affairs COPY Florida Building Code Online Codes and standards c . 2555 Shumard Oak Boulevard Tallahassee, Florlda 32399-2100 (850) 487-1824, Fax (850) 414-8436 - wo C 2000-2010 The State of Florida. All rights reserved. httrn://www_flnriflahnilrlinornra/nr/nr nnn rltl n/7'7le) n11 i Gulf Coast Supply & Mfg. In c. FILE COPY Product Evaluation Report for 26 Ga. 5V Crimp Roof Panel over %" Plywood Florida Product Approval #11651.6 Category: Roofing Subcategory: Metal Roofing Compliance Method: 913-72.070(1)(d) Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 19530.Ramblewood Drive Humble, TX 77338. Validator. Locke Bowden, P.E., FL #49704, 9450 Alysbury Place Montgomery, AL 36117 HVHZ C No. 40 Via• STATE OF ZZ/ �v`v� sre�orr �r E` O lof3 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 15132" Plywood :C) Test #1, Tested 11-08-06 Edge over 15/32" Plywood • TAS 100-95: Test report T130-07 dated 2-28-07. 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) :Wind Driven Rain Test Results: Passed B) The Perimeter roof fastener spacing was used for this test. • Valspar Fluropone coated metal panel testing A) ASTM 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 :Standards: 26.Ga., 0.018" Min, Grade 50,:ASTM A792 coated with . Valspar Fluropone orASTMA653-G90 Bare. Panel Material shall comply with FBC 2007,. Section 1507A.3 Panel Fasteners: #9-15 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. CE.lop Ep�i�i No. 444� r .s • STATE OF ► i ?s 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 steel, 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 #QUA1824 Certificate of Independence: " E See uploaded attachments Authorized Representative: Terrence E. Wolfe, P.E. #44923 .� No.4e �= STATE OF Z o R 19 - sn�. ice+ `s .; G;���Orm 3 of 3 November 8, 2008 FIS0M. - 9R., WW.BSTii(1Q ,�syair a,�tz��auQcu�o. :66ADNEM '0*0 UPON 11-V A m 3r. -TGAO -auLoc I T 900d dtuTZD AS 'PO 9Z 26 Ga. 5V Crimp Roof Panel over 1/2" Plywood f Plvwood NQ-.veniber .81: 2008 'VALMY. FLA" r. J S 1 lY �` J� 26 Ga. 5V Crimp Roof Panel:._ over 1/2.",Plvwood 0.00E E, aw NA. Oak, F November 8, 2008"': . ... .... FL .4WD LL . . ..... 7-7 NR rs.t. TAPE OPM Zoo f Rane-I c)v.pa; C.'r-IMP 10-12 1 PMOAKIt H�AD. SELF=.T" -5-V CRIMP PANEL—. 15/32" PLYWOODSHEATHIAG. AT 111 Buildings having aft -of Mean Heights W-T, Roof Slope.-TJIZAWlit" Gable. Roof W.Ind:8peeds. 1. 20­150:mph-, 5x-p .0, 1 = 1..0, based'. on...FLORIDA BUILDING COOI�-2007 V CR)MP 26 PA. FASTENER -SPACING ZON5 FASTENER. 120. f-13-0. 4AA' ;00--.CE� ll ONeENTEM. OKQENTER 0 NG SPACING SPACING G 1W2-'?`CDXJT 2.� 1913r COX ,24bft: R-A #9..l itr 'War COX/ I 1.913r Cr)X PANFELDESCWT-10W.. 6V 0MVIR, MIN, 2 4140-.-TALL .13GA,24" COVEP _E, T. PAN ,EL-F-.A-STENM,fl-):�-1"6-Xl-l'/2"Wd.00.GkIP W1 ZA0 H . A . ' 'I�At).A.D.SEALING.WA,9H5R!-HROUGH-PJBOF PANEL. 'PL ANEL U 0TIORS F. NE� 'GPASAE­p..p'W TS 19$, UL 580�JUL 1, p .EdMIN. W32" PLYWOdO. PLYA'000 MOS J3E-.QESIG.-NRD.1N.AC 0 DA,We WI"Tfl.-C. PANEL'ROLL06 0EL5V 13-Y ROLL FORMER C10RP' 10 November 8, 2008 Note- Dime6t.,Jon (a) Is-daflned as 10% of the minimurb width of C 0 p y the -building or 40% of the mean height of the roof, whichever is FIL' smaller, hoWevor, (a) cannot be less than either 4" /6. of the minimum width of the building or 3 feet,