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Home My WebLink AboutSUBMITTED PAPERS7. Owner Information DATE: FEES ? , _ _ �: RECEIPT #: r� Permit #: 1� Planning & Development Services Department Building & Code Regulation Division 2300 Virginia Avenue SCANA/eD Ft. Pierce, FL 34982-5652 By Tel.772-462.4553 fit° LUCIQ COu APPLICATION FOR ROOF PERMIT �nty /� SEER E SIDE FOR INSTRUGTI NS l 1. Location/Site Address: qj a - & I /i � �G� P JoQ. f7le 3 ON 2. Parcel ID Number: C)-4 aT" Zcz _611x) 3 � may) 0 Office Use Only Section I Township Rance I Map P,age I zoning 1 Land Use I I Itials $ 3SS o cr a�'S S V 3 Desr'p ti]on of Pro'ect or Work Activity:— n cl. 4. Total Roof Area {square feet): , ? 7 5. Roof Pitch: 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake� fM_i/ Shingle [ ] Tar & Gravel [ ] Modified Bitumen [W Other V o [ Product Approval required for all types of Roofing Material (2 Sets) 1 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. 8. Contractor Information RAI N Zip: Phone: -/ a 9. Value of Construction: $' ? C9 •�o FL Reg/Cert #: cc—cw� 7 County Cert #: 20 Business Name: Cell Phone: --):2a— Y�Y--M **Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNEWS AFFIDAVIT: I car* that all of the information contained in this application is correct and that all work will be done in rw ce with all applicable aws regulating construction and zoning. ��LA PRINT QUA�iFtErteIOWNERS NAME TURF OF QU OWNER STATE OF FLORIDA, COUNTY OF ACgNowLEDGED BEFORE ME THIS DAY OF 20 ! I , BY a ed- iccS r CE!kfF s PERSONALLY ENO TO ME OR HAS PRODUCED AS IDENTIFICATION �0 f` �° #•rENNIFER OBERT TYPE ORPRINT NAME OF NOTARY ' e�myCOhWSSION # DDS37776 SION NiJ11IDER a� EXPIRES: No 12, 2012'' j14K)0NOT y FI. Notary Dlacount Assoc. Co. 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 INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This roof permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration: Building activities involving structural alteration, in addition to the roof work, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ID Number 3. Description of Project or Work Activity 4. Total Roof Area 5. Type of Roof 6. Owner Information 7. Contractor Information 8. Value of Construction Indicate the street address or general location of the property where the building activity is taking place. Indicate the tax.identification number of the property where the building activity is taking place. Completely describe the building activity to take place. Please indicate if tear -off or shingle over shingle etc. Indicate total roof area to be affected by this permit. Also indicate the pitch of the roof, expressed as a standard ratio of run rise. Indicate the type of roof being repaired or resurfaced. Indicate the name and address of the owner of the property on which building activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. Construction value is used to determine the permit fee. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. This application can be submitted to St. Lucie County Building and Zoning; 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application,, please call (772) 462-1553, during regular office hours (800 AM = 5:00 PM), Monday through Friday. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. St Lucie County Roof Permit Application rev. 3/1/2009 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3639252 OR 300,-�--'�32 PAGE 2862, Recorded 10/19/2011 i, ' "2:21 PM � J NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues the following information is provided in the Notice of Commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address, if ava11a6le) TAX FOLIO NUMBER: r2�7d SUBDIVISION �1dClrl��rx Y]P..IItD� BLOCK .� TRACT lAT�BLDO UNiT `,tlfls-iAe- Nn L SA e-s s n i;LK dL01 q l Ali oftyAyi ("]u, d. Name and address of fm simple ddeholder (Wother dun O—) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: 7� S u1 4�Q- Fcaj 9fiftM, FL. G O 1 5. SURETY'S NAME, ADDRESS AN HONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS 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: S. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's 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 specified): _ 20_ . _6 U — Cl� a C7G6TY�G K4cZal ()X, A.'r Signature of Owner a Print Name and Provide Signatory's TltlelOfllce Owner's Autborlwd OfHeer/Director/ParhmdManager State of Florida County of! _ The foregoing instrument Vasacknowledgedbefore me this day of ] 1 —� 20 1 By (n of person) (type of autharity,...e.g. officer, trustee, attorney in fact) for I (name of party on alf of whom instrument was executed) y_ g�"�"/�t .IENNIFER 08ERT r l r , l a�►i MY COMMISSION a UD97T776 / �P 1_a- �T v.xrIRES: Noranbu 12, 2U I2 1/ `�" " Notary Signature se serial N t.vi wnn..,. � r: dun Urvum at: Co. '•�_ Under Penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (Section 92.525, Florida Statutes). Rev.0614.07(S.R..diaa) (Signature ofNaluiffl Person Signing Above) 3'j'ATE OF FLORIDA 5T. LUCIE COUNTY JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3636602 OR BC1" "3330 PAGE 2823, Recorded 10/11/2011, `03:06 PM Doc Tax: $280.00 This Instrument Prepared by and Return to: Susan Forrest Shore to Shore Title, Inc. 7000 W. Palmetto Park Road, Suite 300 Boca Raton, FL 33433 Property Appraisers Parcel ID #: 2428-702-0033-00015 SPACE ABOVE THIS LIME THIS 9RCIAL W NT EED, a and a ecuted the th day of S tember 20�1, by US Bank Nations ssociation, as Trustee for YMLT 2007-1, whose post office address is c/o Wells Fargo Bank NA, 3476 Stateview Blvd., Fort Mill, SC 29715, herein called the Grantor(s), to George M. Edwards, Sr. as Trustee of The George M. Edwards Sr. Living Trust dated February 23, 2010 whose address is 13705 South Indian River Drive, Jensen Beach, FL 34957, hereinafter called the Grantee(s): (Wherever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) ,q� W I T N That th cantor, r and in on � era u the s�N `�00'S ($10.0 Dojlai-,and oth r v able kdera'ons, ipt PAWrMf is er ac owle aed rebv to in ST. LUEf'I✓ i Block 2, Sunrise �% Page(s) I", f and thereafter. State of HOW, viz: L certain at thereof, as re otd din Plat y, Florida. and to taxes r 2011 See Exhibit A attached hereto and made a part hereof TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the hereby covenant said grantee h etas abo ed, artth a of deliverythis Special arrant eed the pr ises ere free of all en m rances adehem and they 11 w ant def nd e s e aga' t th %law u clai s o pe oris ai ng bugh or File#: SI 10178 OR BOOK 3330 PAGE 2824 I IN WITNESS WHEREOF, the said grantor has signed and sealed these preseits the day and year first above written. Signed, sealed and delivered in the presence of: US / / I By. Witness #2 qgfiature Vfoe Bf11°"'`" Witness #2 Printed Name STATE OF - COUNTY O*r�ptjry The foregoing instrument was acknowledged before me this _ day of September, 2011, by Edward ElWnd W Loan Documentation of Wells Fargo Bank N.A. as attorney in fact for US Bank National Association, as Trustee for YMLT 2007-1, on behalf of the corporation. He/she is personally known to me or has produced as identification. CEnllke* D 1110712011 12:50 fF�? P.001l001 Public Works Department Code Compliance Division 2300'Virginia Avenue Ft. Pierce, FL 34982-5652 INSPECTION AFFIDAVIT RE: Permit # / / / 6 — 6115 /I/dO.5,licensed-as a(n) Contractor*/Engineer/Architect/ (Please print naive and circle license type) FS 468 Building Inspector* " General, Building, Residential, or Roofing Contractor or any individual certified under.469 P.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 _ l (/ , I did personally inspect the roof (Date & Ume) \ -deck ncy ngandlor secondary water barrier_ work at `q4 /Q (circle ova) (Fob 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.) . .nature & Seat License # STATE OF FLORID COUNTY OF / Sworn to and subscribed before me this day of j • 2Q6� by QLQ_r i'C J e, Who is personally known _Izor who has produced as identification. ' �"""� JENNIFER OBERT Notary Public, State of iorida MY COMMISSION # DD837776 �Ln4/ Q Uu_� l Y�� Signature ofNota Commission No.: (Seal) eml 9/27/07 Florida Building Code Online Page 1 of 5 BCIS Home ' Log In User Registration Hot Topics { Submit Surcharge ! Stats & Facts Publications I FBC-Staff BCIS Site Map ! Links search #; ;Product Approval -USER: Public User Product Approval Menu > Product or Application 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 Certified By FL11651 New 2007 Approved A Gulf Coast Supply and Mfg., Inc. 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)498-7852 flvalidation@yahoo.com Jeff Reed flvalidation@yahoo.com Roofing Metal Roofing ST, LUC1E COUNTY BUILDING DIVISION REVIEWED FOR COM CE REVIEWED By DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Terrence E. Wolfe PE-44923 Keystone Certifications, Inc. 12/31/2011 Locke Bowden PLI Validation Checklist - Hardcopy Received FL11651 RO COI Letter of Certification.odf Standard Year Florida Building Code 2007 TAS 100 1995 TAS 125 2003 UL1897 1998 UL 580 1994 0-� - - - http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDasOFc5K%2frr... 4/27/2011 Plorida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 11/14/2008 11/26/2008 01/06/2009 02/03/2009 Page 2 of 5 F Fy�, 0h + . t,, up, Summary of Products FL # IlModel, 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 FLi1651 RO II 24 Ga. Gulf Coast Mech Seam over11 Plywood Details. df 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 @ 2'-0" o.c. clip spacing. -108.5 psf @ Evaluation Reports 1'-0" o.c. clip spacing. Install per manufacturers details. FL11651 RO AE 24 Ga. Gulf Coast Mech Seam Load Table,pdf 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- HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RO II 24 Ga. Gulf Lok 16 in wide over plywood Details. 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 @ 5-1/8" o.c. fastener spacing. Install per FL11651 RO AE 24 Ga. Gulf Lok 16 in wide over plywood Load Table. df manufacturers details. Not for use in HVHZ Zones. FL11651 RO AE Gulf Lok Non Structural Eval.odf Created by Independent Third Party: Yes 11651.3 24 Ga. Gulf Seam 124 Ga. Gulf Seam 16" 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 24 Ga. Gulf Seam over olywood Details. df 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 manufacuturers details. Not for use in HVHZ Zones. FL11651 RO AE 24 Ga. Gulf Seam over olywood Load able. df 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 ourlins 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:-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 ourlins Load Tabie.odf 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 olywood Details. df 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 httn•//www flnrirlahnilrlina nra/nr/nr nnn tit] A /'17/71)1 1 Florida Building Code Online _ ' Fr Pages3 of 5 L M1 M1 o.c. fastener spacing.-159.25 psf @ 6.5"-2.5"-%5"-2.5"- FL11651 RO AE 26 Ga..75 in Rib over .5 in plywood 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.E 26 Ga. 5V Crimp 126 Ga. 5V Crimp Roof Panel over 1/2" Plywood HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 RO II 26 Ga. 5V Crimp over .5 In plywood Approved for use outside HVHZ: Yes Details. df 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 RO AE 26 Ga. 5V Crimp over .5 in Plywood details. For use in HVHZ Zones. Load Table. df FL11651 RO AE 5V Crimp over .5 in plywood HVHZ E al. df Created by Independent Third Party: Yes . 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 FL11651 RO II 26 Ga. 5V Crimp over plywood Approved for use outside HVHZ: Yes detalls.ndf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-131.PSF Created by Independent Third Party: Yes Other: -94.25 psf Type 1 fastener pattern @ 16" o.c. - Evaluation Reports 131.0 psf Type 2 fastener pattern @ 16" o.c. Install per FL11651 RO AE 26 Ga. 5V Crimp over plywood Load manufacturers details. Not for use in HVHZ Zones. Table, df FL11651 RO AE 26 Ga. 5V CrImP over Plywood Non Structural Eval. d 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 Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-149.2PSF Created by Independent Third Party: Yes Other:-149.25 psf @ 16" o.c. fastener spacing. Install Evaluation Reports per manufacturers details. Not for use In HVHZ Zones. FL31651 RO AE 26 Ga. 5V Crimp over wood ouriins Load Table.f FL11651 RO AE 5V Crimp Non Structural Eval.pdf Created by Independent Third Party: Yes 11651.9 26 Ga. PBR 126 Ga. PBR 36" 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. PBR 36 in Wide over wood ourlin Approved for use outside HVHZ: Yes Details. df 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 @ Evaluation Reports 24" o.c.-151.75 psf @ 7"-5"-7"-5"-7" fastener pattern @ FL11651 RO AE 26 Ga. PBR 36 in Wide over wood 12" o.c. Install per manufacturers details. Not for use in purlin Load Table.pdf HVHZ Zones. FL11651 RO AE PBR Non Structural Eval.ndf Created by Independent Third Party: Yes 11651.10 26 Ga. PBR 26 Ga. PBR 96" Wide over 15/32" Plywood Non-HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 RO II 26 Ga. PBR 36 in over plywood Approved for use outside HVHZ: Yes Details. df 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 @ Evaluation Reports 24" o.c.-154.75 psf @ 7"-5"-7"-5"77" fastener pattern @ FL11651 RO AE 26 Ga. PBR 36 in over plywood Load 12" o.c. Install per manufacturers details. Not for use in Table. df HVHZ Zones. FL11651 RO AE 26 Ga. PBR over Plywood Non Structural Eval. df Created by Independent Third Party: Yes 11651.11 1126 Ga. PBR Roof Panel 1126 Ga. PBR Roof Panel over 1 x 4 Wood Purlins HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes L FL11651 RO II 26 Ga PBR HVHZ panel over wood i Approved for use outside HVHZ: Yes Purlins Details. df { 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" FL11651 RO AE 26 Ga PBR HVHZ panel over wood fastener pattern @ 12" o.c. fastener spacing. Install per 1PurIIns Load Table.odf i manufacturers details. For use in HVHZ Zones. FL11651 RO AE PBR over 1x4 HVHZ Eval.pdf httD://www.floridabuilding.org/nr/nr ann dtl_acnx?naram=wC'TF.VX(1wtT)ncnFcSK%,*?frr A/)7/)nl1 httD://www.floridabuilding.org/nr/nr ann dtl_acnx?naram=wC'TF.VX(1wtT)ncnFcSK%,*?frr A/)7/)nl1 Florida Building Code Online Page 4 of 5 i Created by Independent Third Party: Yes 1 11651.12 1126 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 Plvwood Detalls.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes Other: -60.5 psf @ 12"-12"-12" fastener pattern @ 24" Evaluation Reports o.c. fastener spacing.-154.75 psf @ 7"-5"-7-"5"-7" FL11651 RO AE 26 Ga PBR Roof Panel over Plywood Load Table.Pdf fastener pattern @ 12" o.c. fastener spacing. Install per 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' Wide over 1 x 4 Wood Pulins Non- HVHZ Limits of Use Installation Instructions Approved for use In HVHZ: No FL11651 RO II 26 Ga. Tuff Rib 36 In over wood Qurlins Details, 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:-109.25 psf @ 9"-9"-9"-9" fastener pattern @ Evaluation Reports 24" o.c.-164.25" psf @ 9"-9"-9"-9" fastener pater Cal 12" FL11651 RO AE 26 Ga, Rib Non Structural Eval.odf FL11651 RO AE 26 Ga. Tuff Rib 36 in. over wood o.c. Install per manufacturers details. Not for use In ourlins load table. df HVHZ Zones. 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 II 26 Ga. Tuff Rib 36 in. Wide over Plywood detalls. df 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 @ 9"-9"-9"-9" fastener pattern @ 24" Evaluation Reports o.c.-159.25 psf @ 6.5"-2.5"-6.5"-2.5"-6.5" fastener FLi1651 RO AE 26 Ga. Rib 36 In. over Plywood Non Structural Eval. df pattern @ 12" o.c. Install per manufacturers details. Not for use In HVHZ Zones. FL11651 RO AE 26 Ga. Tuff Rib Load Table over Plywood Load Table. df 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 II 29 Ga. Tuff Rib 36 in Wide over Wood Purlins Details. df 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: -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 FL11651 RO AE 29 Ga.'Rib Non Structural Eval.odf FL11651 RO AE 29 Ga. Tuff Rib 36 in Wide over Wood pattern @ 24 o.c. Install per manufacturers details. Not Purlins Load Table.odf for use In HVHZ Zones. Created by Independent Third Party: Yes 11651.16 29 Ga. Tuff Rib 29 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 olywood details. df Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-146.OPSF Created by Independent Third Party: Yes Other: -71.75 psf @ 9"-9"-9"-9" fasteer pattern @ 24 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. df FL11651 RO AE 29 Ga. Tuff Rib 36 in. wide over Plvwood Load Table.Pdf Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, norlda 31399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. httn-//www_flnrirlahtlilrlinunrv/nr/nr nnn rltl nenx9nnrnm---Axr(.FVYC)AXrtT)ne(1FnriTta/7frr A/)7/7n11 Gulf Coast Supp Inc. Product Evaluation Report 26 Ga. 5V Crimp Roof Panel over Florida Product Approval # 11 Category: Roofing Subcategory: Metal Roofi Compliance Method: 913-72. 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 & Mfg. Plywood V 1)(d) A' 01A NO. 449Q STATE OF ; Y7SIN ICI O 1111111510 lof3 November 8, 2008 l 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, 1623.6.5.2.4. ' 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 2-28-07 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 Fluropon® 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 1,9, 2004 Results: Passed Limitations and Conditions of use for HVHZ: Maximum Roof Component Uplift Pressures: -108.5 psf @ 12" O.C.i 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 Fluropon@ or ASTM A653 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 Manufacturerslrecommendations. *�� C E� W� ♦i C E N • '• • STATE OF • sum. ADA. 2of3 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: See uploaded attachments Authorized Representative: Terrence E. Wolfe, P.E. #44923 O No. 47 % = �►', STATE OF ; q: W a56 CAA 3 of 3 November 8, 2008 "ICRIMPTAST.W$ OJ w.)Z4G 26 Ga. 5V Crimp Roof Panel over 1/2 Pl"yWbdc! azi . .: . . . . . . . . .. 26 Ga. 5V Crimp Roof Panelover1/211 Plywood TYPICALOStAILS. :PJDGS MOSE $V MMR-PANM. nASH FAST M." 2t) ua. 5v Crimp Roof 2 11 P tR:PATTEM AT VALLEY WASHER C'ONT.- gum-'U 5-V CRIMO -PANEL:�.,..; � uHsxr t .TWAIto `hgyres:ia'�r��ru[f1�FI1St}tfif' �' � . +ri 0. :.. ' 40! �L POOAXTd .,, z Z` za�o Zeu�a. 0 R• rY .r 'rf-o a QFb�I�'►ffote�-r n � of f% 4 ri . . � - . wk - ! , i . . - FA2EN�R.� 4 N§AT %1911 tit& OP, xO % NO,44923 to. ST)i r 14 5V CR-M.4P 2.6 GA. uULF LOAD TABLE OVER PLYWOOD COAST Buildings having a Roof Mean Heights 20'-0"; Roof , Slope.:. 2 "/1-21 -6"/12" Gable Roof Wind Speeds 1-20-150 mph, Exp C, I = 1..0, based on FLORIDA BUILDING CODE - 200.7 5 V CRIMP .26 GA, FASTEN ER-SPACiNG I ZONS. .1 FAMN511 .2* 1120, a0- .2 V . CDXJ' .:z 045-�3: lorcrox 64 PANEL DESCRIPTION :% 6V CRIMP, MIN. 26GA„ 24- C0VERAG5,;310-1XL, PANEL FASTENSk! (1).#,9-15 x 1-112* W0:00Gk'IP W/ZAt H-EADAND kkINGWASHER THROUGH PJ8 OF PANEL. WVIMUMALLEPA10L FASTENER SPACING, I . 6.P-F 6- 56. s ra FASTENER 8PACING:BASAED ON TA8 196, ULSOUL PLYWOt I*) .OS*C.,"G-K41N.16/82"pLywbdo. PLYWOOD MLIPTIBE-DE-SIGNE15 IN-ACCORDANC8 WITH.-F. PAUEL RbLL-POAMF:R: MODEL 5V BY ROLL FORMER CORP ZONE 2 ,--IN #9-15 1 1/2 WOODGRIP wl -Z.AC H.EAD SEALING-.--,V SH,ER . .. .. ..... I P�Iz� Rldl.06 ----------------- ZONE I --- ------------------------------------ ZONE 3 \- Eave 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, Gable November 8, 2008 1110212011 09:53 (FAX), _. P.0021002 Gulf Coast Supply & Mfg, Inc 4020 SW 449* St. Horseshoe Beach, FL 32648 PH: (352) 498-0778 FX: (352) 498-7852 www.Gu]fCoastsupply.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 afire barrier. The minimum underlayment for the panel is 30 # Asphalt Saturated organic felt paper in compliance with ASTM D226, Type I or Type II. Jonathan Sherrill General Manager