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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: I FEES DUE: RECEIPT #: I Permit #: rta. 1 �l}� r 1. Location/Site Address: 2. Parcel ID Number: Planning & Development Services Department Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 Tel. 772-462-1553 APPLICATION FOR ROOF PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS Office Use ownship Range Map Page Zoning Land Use Initials Only 3. Description of Project or Work Activi (+ew tgrllV to_ P rF- 4. Total Roof Area (square feet): "]®( 5. Roof Pitch: I . I -I— 6. Type of Roof- [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ J Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [v✓ Other [ „}Product Approval required for all types of Roofing Material (2 Sets) �S fi [ ] 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 1 + I I 8. Contractor Informmation Name: (1'L��y 'Oii� I ebk FL Reg/Cert #: 0(Y 2CS9 'I n Address: 1y y I e";d,eY L i�,SF, County Cert #: City: �(-c IeY State: L• Business Name- ' I ' Zip: 2 Phone: _�Hn- 3�— l Phone: (Ay 9. Value of Construction: $ '1 ©r K Lve.Ab c "i Dr CQ-0� �m "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of a Information contained in this application is correct and that all work will be done in compliandiwi all applicable laws regulating construction and zoning. i PRINT OUALI�RS/OW NERS NAME SIGNATU O ALIFIER/OWNER STATE OF FLORIDA, COUNTY OF 4 • W Ct C, ACKNOWLEDGED BEF E ME THIS 26 DAY OF 20'Ll, BY 44 WHO I ERS NALLY O TOME OR HAS RnnIICF.n AS IDENTIFICATION NOTARY PUBLIC -STATE OF FLORIDA Karen S. Nielsen SIGNATUR F T RY TYPE R PRINT NAME OF NOTARY (seal*Expires: Commission#DD1000358 JUKE 12, 2014 COMMISSION NUMBER BONDED THRUATIANTICBONDING CO.,INC. 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 06/05/2013 08:30 772468839" ' JA TAYLOR ROOFING , -. PAGE 01/01 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772.462-Z172 Fax:772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # I, _RW 1,e � 1� licensed as Contractor /Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *General, Building, Resid entiol or Roofing Contractor or any individual certified under 468 F. s. to make such an inspection. On or about , I did personally inspect the roof deck naiLbg (Date) f workat: (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.) !1 i f.-t- SignaturewA& STATE OF FL! I COUNTY OF I I > ! 2 q� License # Sworn v nd subsc1rib d before me this _, ,ry da of 20 by, 1 1�Y1� e kN is persdnally known to me or who has produced as identification. Notary Public, cS at of F.1orism Signature of Notary: ~ commission Number: (Sea{) NOTARY PUBLIC •s fATF OF FLORIDA, En 01/19/2011 Karen S. Nielsen :;'F;.Commission #Dp1000358 Expires: JL'NE 12, 2014 BONDED MU ATLAMQ BONDING Co„ INC. RECEIVED JUN 05?1" 06/03/2013 11:58 7724688; L_ ! JA TAYLOR ROOFINC7--. F 7 "F! PAGE 02/05 I PAT) CI: /,--) —t -) II 7 I )FEES DUE: I RECEIPT #: 1 Permit #: Planning & Development Services Department Building & Code Regulation Division 7300 Virginia Avenue Ft. Pierce, FL 34982-56$2 Tel. 772-462-I553 APPLICATION FOR ROOF PERMIT I. Location/Site Address: 2. Parcel 1(D Number: Office Use 1 Section I Townsbip Range Map Page Zoning 1Land Use laltlals Only 3. Description of Projector Work ,Activity: �f �-hP1Y_t_ 4ri�Ve� 4. Total Roof Area (square feet): mc� 5. Roof Pitch: 6. Type of Roof: [ ] Fiberglass Shingle [ )Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar &c Gravel [ ] Modified Bitumen [,✓' Other ^�jfy �r► cv�.{� [ vl roduct ,Approval required for all types of Roofing Material (2 Sets) Nl��w��wn�iS Iq [ ] All Commercial Roofing requires design by an Engineer or ,Architect (2 Sets) with Product ,Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: h��llt 1�'$ 111-fT[�ri� lA e6k FL Reg/Cert #: �G(;�`� r�g(QS Address: County Cert#: City: State:L. Business Name- Zip: ".Z. l Phone: {' 0 9. Value of Construction., S x_'�j � .____ �`aY � 4� or- 'Phone.- q�p[.+`p em **Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: 1 certify that all ofAhe to rmation contained in this application is correct and that all work will be done in complian wi all applicable laws regulating construction and zoning. kS M lie. ,�- _ E PRINTQUALIFIERS/OWNERS NAME SIGNATUttOMfJAL11F1ER1OWNXR STATE OF FLORIDA, COUNTY OF • �1f Ci C� ACKNOWLEDGED Ufr ME THISS DS DAY OF6.—'a' BY I WHO I ERS ALLY 0 T/ O ME OR HA5 R(M)JirFn AS IDENTIMCATION NOTARY PUu13L1L-STAT8 OF nORIDA xaran S. Nielsen SIGNATUR F T Ry TYRE R PRINT NAME OF NOTARY (anal ,....,,•I=Commission#DD1000358 JUKE 12, 2014 COMMISSION NUMBER DI�L�O150NDEDTDRUn 7c»OrmlNaco.,rda 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 4/26/7010 06/03/2013 11:58 7724688'," ` JA TAYLOR ROOFIN{` `, PAGE 03/05 Property Appraiser , St.Lucie CCU _ _s,y, FL Page 1 of 1 PROPERTY RECORD CARD Vittoria Webb Record; 1 of 1 <<Prev Nexf}a Spec.Assmnt Taxes Exemptions Pen -nits Home Print Property identification Site Address: 4418 PRESSLER LN ParceliD; 2434-802-0017-000-3 $ G Sec/Town/Range: 35:35S -40E Account #: $3573 Map ID: 24/346 Use Type: SF Res t? Zoning: Cfty/Cnty: St Lucie County Owner.5hip and Mailing Legal Description Owner: Vittoria Webb J Shawn Webb CARDINAL GLADES BLK 2 LOT 11 (OR 2396-2579; 2623-1790) Address: 4418 Pressler Lane Fort Pierce FL 34982 Sales Information Assessment 201� Total Land and Building Date Price Code Deed Book/Page 2012 Final: 62100 Lend Value; 14300 Acres: 0.25 7/20/2006 52400 01 QC 262311790 Assessed: 62100 Building Value: 47800 10M8/2005 100000 00 WD 2396 / 2579 Ag.Credit: 0 Finished Area: 1354 SgFt 7/29/2000 92000 02 WD 1321 / 1734 Exempt: 37100 2/18/1999 100 01 DE 1205/0166 Taxable: 25000 6/14/1991 100 02 QC 0751 / 1472 Taxes: 599.81 BUILDING INFORMATION Exterior Features View: - RoofCover: ExtTyp®: HC - HC YearBit: Grade: 0-0 EffYrBlt: StoryHght: 0010 -1 Story No.Units: Interior Features BeCIROOMS: 3 Electric; FullBath: 2 HeatType: 1/2Bsth: 1 HeatFuel: %A/C: 100 %Heated: Special Feature* and Yard Items Type YIS City. Units Oval. Cond. YrSit. DWBP - Drive-BrkPav Y 1 1525 AV AV 1964 TG - Tar S Gravel RoofStruct; HP - Hip 1964 Frame: - 1964 PrimeWall: BS - CB Stucco 1 SecWall; - MX - MAXIMUM PrmintWell: DW - Drywall FHA - FrcdHotAir AvgHVFI; ELEC - Electric Prm. Fiore: TZ - Terrazo 100 %Sprinkled: 0 Land Information No. Use Type Type Measure Depth 1 0100-SF Res N -Front Ft 90 122 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/Prc.asp?prclid=243480200170003 4/25/2013 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3838751 OR BOOT? ?2 PAGE 1106, Recorded 05/29/2013 E1��`';1:10 AM 1s✓ NOTICE OF COMMENCEMENT `7 TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2,500.00 OR WHEN HEATING OR AIR CONDITIONING REPAIR OR REPLACEMENT EXCEEDS $7,500.00 PERMIT #: TAX FOLIO #: 2434-802-0017-000-3 State of Florida, County of SAINT LUCIE , the undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with chapter 713, Florida statutes, the following Information is provided In this notice of Commencement. 1. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE): 4418 PRESSLER LANE CARDINAL GLADES BLK 2 LOT 11 2. GENERAL DESCRIPTION OF IMPROVEMENT: REROOF 3. tPOWNER INFORMATION or ❑LESSEE INFORMATION (If Lessee contracted for the Improvement) a. Name: SHAWN WEBB Address: 4418 PRESSLER LANE, FORT PIERCE, FL. 34982 b. Interest in property. OWNER c. Name and address of fee simple title holder (if other than owner): N/A 4. CONTRACTOR: a. Name: J. A. TAYLOR ROOFING, INC. Address: 302 MELTON DRIVE, FORT PIERCE, FL. 34982 b. Phone number: 772-466-4040 S. SURETY COMPANY (IF Applicable, a copy of the payment bond is attached): a. Name & Address: _N/A b. Phone number: Bond amount: 6. LENDER/MORTGAGE COMPANY: a. Name & Address: —N/A b. Phone number: 7. PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13 (1) (a) 7., FLORIDA STATUTES: a. Name & Address: _N/A b. Phone number: tax number: 8. IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates _N/A of to receive a copy of the lienor's notice as provided in section 713.13(1)(b), Florida statues. b. Phone number: 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 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 BELIEF (5�� , FLORIDA STATUTES SIGNATIME OF OWNER or LESSEE or OWNER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER/MANAGER— SIGNAO 'S TITLE / OFFICE THE ��GGOI j IN�� NT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 201, BY: NAME OF PERSON TYPE OF AUT ORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT WAS EXECUTED ❑PERSONALLY KNOWN R YPRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED N ARY SIGNATURE / NOTARY PRINTED NAME / NOTARY SEAL NOTARY PCBLIGST:ITE OF FLORIDA Karen S. Nielsen . Commission # DD 1000358 '--' Expires: JUNE 12, 2014 BONDEDTLUW AT1JJMcs0HDr&a ca,uia S' ST. L-L G60W, rNj fi t} GE T YTRATTHIE IM R)i IlfeQ RiR-c�rT �O'Ytl Ti>'Iff ' N r,,MIX 01,RK Property Appraiser - St.Lucie Coy 1-+-,, FL Page 1 of 1 Vittoria Webb Record: 1 of 1 Property Identification Site Address: 4418 PRESSLER LN Sec/Town/Range: 35:35S :40E Map ID: 24/34S Zoning: Ownership and Mailing PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 2434-802-0017-000-3 2 Account #: 33573 ����UCIECr7 Use Type: SF Res City/Cnty: St Lucie County Owner: Vittoria Webb J Shawn Webb Address: 4418 Pressler Lane Fort Pierce FL 34982 Sales Information Date Price Code Deed 7/20/2006 52400 01 QC 10/18/2005 100000 00 WD 7/29/2000 92000 02 WD 2/18/1999 100 01 DE 8/14/1991 100 02 QC Legal Description CARDINAL GLADES BLK 2 LOT 11 (OR 2396-2579: 2623-1790) Assessment 2012 Book/Page 2012 Final: 62100 2623/1790 Assessed: 62100 2396 / 2579 Ag.Credit: 0 1321 / 1734 Exempt: 37100 1205 / 0166 Taxable: 25000 0751 / 1472 Taxes: 599.81 BUILDING INFORMATION Total Land and Building Land Value: 14300 Acres: 0.25 Building Value: 47800 Finished Area: 1354 SgFt Exterior Features View: - RoofCover: TG - Tar & Gravel RoofStruct: HP - Hip ExtType: HC - HC YearBlt: 1964 Frame: Grade: C - C EffYrBlt: 1964 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/213ath: 1 HeatFuel: ELEC - Electric Prm.Flors: TZ - Terrazo %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth DWBP - Drive-BrkPav Y 1 1525 AV AV 1964 1 0100-SF Res N -Front Ft 90 122 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/paslc/pre.asp?prclid=243480200170003 4/25/2013 T reasure Harvey E. Koehnen Coast d Professic' 'engineer#32831 B uilding Architect n„i�J009471 E ngineers, Certified General Contractor #CGCO24776 Inc. Contractor -1. lac. Th-(ta e Owner XAI �K-5g? Job Address A-4 I P3 Pr_>✓S_L.1=p_ L No m S. L . cc - METAL ROOFING J,A.'T;+ I_0(L_ G V NEW ROOF RE -ROOF Y- REPAIR AREA �3CDD$,F. METAL ROOF PLAN 7205 Elyse Circle P S L Florida 349' 12 PHONE(772) 466-bso9 FAX(772) 489-9035 E-MAILL•hkoehnen @tcbeweb.com w `eIto 5►513 `.. f NEE ■■■■■■■■ MEN ■■■■■■■■■■■■■■■■■■■M■■■ ■■■■©YN■■■■■■■■■■■■■■■■■■■■■■■■ ■■ ■■ •��y. lam00►►1; mm"A iOR ,�■■■■■■■■■■■■■■■■■■■ ��■■■■■■■■■■■■■■■■■■■■ Ir■� _. ■MENr \�� ����%/ICI■■■■�■■■■■■■■■■■■■■� ArEms WmiIimiiiiiiiimmm ■ m��wW� \ ;■■■■■■■■■■■vE■EM■EME Eggs ■■■■■■■■■■■■■■■■■■■■■N41M0.0.0,000m, .161-4W d!!11 _--SOON Womps rMEN 1`4 1 1*1 .1 1 1" 1 1 1 1 1 1 1 1 1 1 1 FF1 I L 11- 1 1 1 ASCE 7-10 & FBC 2010 ENCLOSED BLDG �_ SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED I I RISK CAT 2/V = t Vc EXPOSURE�X = D Kzt = 1.0/h 1 / 3 /12 PITCH ROOF SYSTEM f V i 45'to ( 7­ &. ZONE 1 P @ @ h=30 = X - PSF x 0.6 = —957, 3 ZONE 2 P @ @ h=30 = X - PSF x 0.6 = - 4-4.1 a = ZONE 3 P @ @ h=30 = X = PSF x 0.6 = -!oy } a = 3x3-4!,014 E 00 MAX DESIGN PRESSURE PER NOA --&T, ZS DECK TYPE ?L,,t Uao0 THICKNESS 6.5 • tAW. BASE SHEET So a NO. OF PLIES Z ASTEtERTYP `s �3.�ps�SPACING _qL4tisgikat r 2 RoWS@tZ"ar> F-[� PLY SHEET NO. OF PLIES -- FASTENER TYPE - SPACING TOP PLY NO. OF PLIES — FASTENER TYPE - SPACING INSULATION BASE LAYER TYPE SIZE -- TYPE OF FASTENERS: SPACING FIELD - PERIMETER 11"' CORNERS - INSULATION TOP LAYER TYPE SIZE - TYPE OF FASTENERS=QA.11194144'r "" Tzrm L kk'Q FAsy ► a, W��yl! S6Jfc4rXS W�oSrii-:ems DRIP EDGE SIZE 'ZK?.y4.. DRIP MATERIAL *4tc A." FLASHING MATERIAL � hX 4. i• FASTENER SPACING FOR METAL ROOF PANELS: FIELD I Cda PERIMETER Igo" CORNER I(o a Ggpot, oi= Al e 4 -4:. a F PAWSI4 T reasure C oast 6 Wilding E ngineers, Inc. Hairvey E. Koehnen Professional Engineer #32831 Architect #AR0009471 Certified General Contractor #CGCO24776 These Tables Are For Roof Coverings Roof coverings Installed on Buildings with a Mean Roof Height of 30' or Less Located in Exposures B, C or D Table R301.2 [2]_ F-, > I yu s 3 5-f d5c 7- is COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]. 160 Exp B Roof > 0 to 7 degrees Zone 1 -27.6 7degrees = 11/2 /12 pitch Zone 2 -46.4 Zone 3 -69.8 Roof > 7 to 27 degrees 'Zone 1 -25.3 `r 27 degrees = 6112 pitch Zone 2 -44,1 i Zone 3 -65 Roof > 27 to 45 degrees Zone 1 - 27.8 45 degrees = 12/12 pitch Zone 2 - 32.4 Zone 3 - 32.4 160 Exp C 160 Exp C 160 Exp D 160 Exp D (One story (Two story*) (One story') (Two storyl -33.4 -38.7 -40.6 -45.9 -56.2 -65.0 --68.3 -77.1 -84.5 -97.7 -102.7 -115.9 - 30,7 - 35.5 -37,2 - 42 - 63.4 - 61.8 -64.9 - 73.3 -78.8 - 91.2 - 95.7 - 108::1 -33.7 -40.0 -40.1 -46:2 -39.3 -45.4 -47.7 -53.8 -39.3 -45.4 - 47,7 -53.8 150 Exp B 150 Exp C 150 Exp C 150 Exp D 150 Exp D (one story*) (tvdo story*) (one story*) ( two storyFj Roof > 0,-to 7 degrees Zone 1 -24.3 -29.6 -34.1 -35.8 -40.4 7degrees = 11/2 /12 pitch Zone 2 -40.8 -49A -57.2 -60-0 -67.8 Zone 3 -61.4 -74.3 -86.0 -90.3 -102.0 Roof > 7 to 27 degrees Zone 1 -22,2 - 26.9 - 31.1 -32.7 - 36.9 27 degrees = 6/12 pitch Zone 2 -38.7 - 45.9 - 54.2 -56.9 - 64.3 Zone 3 . -57,3 . - 69.4 - 80-3 -84.3 - 95.2 yt, Pir Roof > 27 to 45 degrees Zone 1 - 24.3 -29.5 -34.1 -35.8 -40.4 1 45 degrees = 12/12 pitch Zone 2 -28.4 -34.4 -39.8 -41.8 -47.2Allo Zone 3 - 28.4 -34.4 -39.8 -41.8 -47.2 Otte story* = one story building with a maximum mean roof height of 15 feet Two story* = two story building with a maximum mean.roof height of 30 feet -if -allowed by the Miami Dade N.O,A or Florida Product Approval ., any -system -that does -not meet the minimum components and cladding pressures for the area that the building is located per this form may require a Florida licensed engineer to revise the fastener spacing T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Lucie FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE htto://www.tcbeweb.com ...,, ruu uuuutttD wuc vI>une - BCIS Home Log In User Registration Hot Topics Submit Surcharge Businesvi, - Professibnai =:euuation 1 Product Approval YnE USER: Public User Page 1 of 2 r{ ' VIM r a5 'k Stats & Fads Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14520-RI Application Type on Code Version 2010 Application Status roved Comments Archived I — Product Manufacturer I A TAYLOR ROOFING Address/Phone/Email 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 flvalidation@ya hoo.com Authorized Signature Kyle Taylor flvalidation@yahoo.com - Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email f I} G Category Roofing V/I Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received 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 (df Standard) Equivalence of Product Standards Certified By Charles L THOMAS PE-29439 Keystone Certifications, Inc. 04/11/2021 Locke Bowden f- Validation Checklist - Hardcopy Received FL14520 R3 COI Certificate of Independence FPA.odf Standard Year TAS 125 2003 Iittp:,'Itloridabuildinc,.org/pi•/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYsCCTD3D3z4Qf6pO9... 1 /16/2012 ivllua uulluulb �,oue vnllne Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Produetc Method 1 Option D 11/07/2011 11/07/2011 11/10/2011 12/06/2011 Page ?_ of 2 FL # Model, Number or Name Description 14520.1 5 V CRIMP 26GA METAL ROOFING PANEL j Limits of Use Installation Instructions Approved for use in HVHZ: No FL14520 R1 II 5V Crimp Evaluation Approved for use outside HVHZ: Yes Report Details Rev pdf Impact Resistant: N/A Design Pressure: +N/A/-129.25 Verified By: PRI Construction Materials Technologies, Other: The required design wind loads shall be LLC Created by Independent Third Party: Yes determined for each project per the Florida Building Evaluation Reports Code. The maximum fastener/clip spacing listed herein FL14520 R1 AE 5V CrimD Evaluation Report Rev.pdf shall not be exceeded. This product is not evaluated for Created by Independent Third Party: Yes use In the High Velocity Hurricane Zone, Back Next Contact Us :: 1940 North Monroe Street, Tallahassee Ft. 32399 The State of Florida is an AA/EEO employer. Coovrioht 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(Cldbor.state.Fl us. Product Approval Accepts: ge_' _' ©� ucllritt-%t, ik:, mp- tloridabuildin�,.orb%pr%pr_app_dtl.aspx?parain=wGEVXQNutDquxTVBjriRcYsCC"1-D,D3z4Qf6pO9... 1/16/2012 J.A. Taylor Roofing Inc. Evaluation Report for 26 ga. 5V Crimp Metal Roof Assembly FL# 14520-R1 Evaluation Report Report for: J.A. Taylor Roofing Inc. Date: November 3, 2011 302 Melton Drive Fort Pierce, FL 34982 Building Code:2010 Florida Building Code Compliance Method: Rule 9N-3.005(1)(d) Section(s): 1504.3.2 Category: Roofing Project No.: FAE-001-01-01 I Sub -Category: Metal Roofing Scope: Product Category: Roofing Sub -Category. Metal Roofing Compliance: The 26 ga. 5V Crimp Metal Roof Assembly described herein has demonstrated compliance with Section 1504.3.2 of the 2010 Florida Building Code. References: Test Application Standard (TAS) 125-03 Standard Requirements for Metal Roofing Systems, Section 8 testing pursuant to Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527) report no. 0224-0501-06, dated October 31, 2006. Report addendum for report no. 0224-0501-06 (Specimen #1, 2, &4) issued by Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527), dated September28, 2011 Drawings # '26" 5V 24" Coverage' issued by Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527), dated September 20, 2011. Engineering Analysis by PRI Construction Materials Technologies (FBC Organization No.TST5878), dated April 19, 2011. Product Description: 5V Crimp panel, minimum 26 ga. corrosion resistant steel (Grade 80), 26" panel (24' maximum coverage), 1/2" ribs; material shall comply with 2010 Florida Building Code, Section 1507.4.3. Minimum #9-15 HWH corrosion resistant fasteners with sealing washers designed for metal to wood connections of sufficient length to penetrate 6/16" through the sheathing. Material shall comply with 2010 Florida Building Code, Section 1507.4.4. Limitations: Limitations and Conditions of Use include the following. ® This evaluation does not include use of the product within the High -Velocity Hurricane Zone (HVHZ). Q Fire Classification is not within scope of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire ratings of this product. Page 1 of 3 JA. Taylor Roofing Inc. Evaluation Report for 26 ga. 5V Crimp Metal Roof Assembly FL# 14520-R1 Roof Assemblies: The product shall be installed in accordance with the Manufacturers instructions and the Roof Assemblies section herein. m Modifications of the products as evaluated herein are beyond the scope of this evaluation. e All products listed herein shall have a quality assurance audit in accordance with F.A.C. Rule 9B-72. Assemblv No. 1 Max Design Pressure:-69.25'� Slope: 2:12 or greater Deck: ,/Minimum 15/32" plywood or wood plank Deck Attachment: In accordance with the applicable Code. In no case less than minimum 6d x 2" annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19132" thick (minimum 15/32") the above attachment method must be in addition to existing attachment. Deck attachment to be designed by others. Underlayrnaot.• Minimum ASTM D 226, Type If (No. 30) in accordance with Section 1507.2.8 of the 2010 Florida Building Code or any Approved underayment having current Florida Statewide or Local Product Approval. 5V Crimp Panels: Installed in accordance with Manufacturer's installation instructions. Minimum #9-15 corrosion resistant fasteners with sealing washers designed for metal to wood connections of sufficient length to penetrate 5/16" through the sheathing installed 16" o.c. along the crown of the rib in the center of panel and along the lap (See Drawings). Design Pressure: -129 Slope. 2 or greater Deck: Minimum 15J32" pl o d or wood plank Deck Attach ent: In accordance with a plicable Code. Inn cas less th/desied um 8 x 2" an lar ring shank nail space 6" o.fi where the ck is less than 19132" thl k (32") the above a aV.0) hod must b into existing attachm tachment to bby others. Underlayment: MSTM D 226, Type 11 accordance w1507.2.8 of the 201uilding Code o any Approved underlayment having current Florida Page 2 of 3 J.A. Taylor Roofing Inc. Evaluation Report for 26 ga. 5V Crimp Metal Roof Assembly FL# 14520-R1 tewide or Local Product p val. 5V Crim Panels: Installe in accord ce with Manuf rer's installation instructions. inimum #9-15 lion resistant fasteners wit aling washers esigne for metal to ood Conn bons f sufficient .ength to pe rate 5/16" th ugh a sheathin ' stall 8° o.c. along the own of the * in the center of nel and along the lap See Drawings). Drawings: i I ' 5-V PANEL PROFILE 24" Coverage l I - � I I i I i I 5—V FASTENER DETA;L Quality Assurance: Keystone Certifications. (FBC Organization No. QUA1824) Evaluator:: Charles L. Thomas, P.E. . Florida Registered Professlonai Eng6neer - PE No.: 29439 FBC Organization No.: ANE9008 14609 Dixie Hwy, Hudson^, FL.3/468�7 Date: / (• Page 3 of 3