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Home My WebLink AboutSUBMITTED PAPERSDATE: FEES RECEIPT #: Permit #: a 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 C1. . ' V/ Cc J� 1. Location/Site Address: 33 A Z t) L 2. Parcel ID Number: l3 o / - l / l - o 0 0 / - 00 0 -S Office Use Section Township Range Map Page Zoning Land Use I Ini ' is ` Only I, 3. Description of Projector Work Activity: fiEMovC sW ING LE ecz)F - INSTAL, 26 C4. MEr,4L /2c)OF- 4. Total Roof Area (square feet): %l 50 () S.f. 5. Roof Pitch: ;�31g 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [X] Other 14ETA L [x] Product 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: AAVL nl_ SA a L ES Address: 33 ,A Z U L City: FT Plenec State: rl- Zip: ,M.5 / Phone: 77,7-2zlZ-6067o2 9. Value of Construction: $ 6,,Z Cm FL Reg/Cert#: 0006-1G 93 9 County Cert #: �59a !2 Business Name: B/6'�F�,q�IZ� Cell Phone: R63 -( 3c/- J/Z 4/ "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 done in compliance with all applicable laws regulating construction and zoning. JOSS-aN /. 13EIXEe -Je - PRINT QUALIFIERS/OWNERS; NAME SIGNATURE OF QUALI ER/OWNER STATE OF FLORIDA, COUNTY OF ST ACKNOWLEDGED BEFORE ALE THIS /% DAY OF ti QNU � 20 , BY JoS EPH WHIO IS RSONALLY KNOWN TO ALE OR HAS PRODUCED AS IDENTIFICATION VjT-k/� 4g rnVYKKI LYNN AARON SIGNA : O OTARY TYPE OR NAME OF NOTARY s z°AA' `�' '• MY COMMISSION #FF007113 CODINIISSION NUMBER EFO07 �3 :} EXPIRES July 1, 2017 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMEENCEMENT MAY i m 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 JOSEPH E. SMITH, 'RK OF THE CIRCUIT COURT - SAI FILE ## 3918492 O,__ OOK 3598 PAGE 989, Recorded LUCIE COUNTY 24/2014 at 03:37 1 i Permit No. State of Florida County of St. Lucie NOTICE OF COMMENCEMENT Tax Folio No. 1301-111-0001-000-5 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. Legal Description of Property: (and street address if available): 33 Azul General description of Improvement: Re —roof Owner Information or Lessee information if the Lessee contracted for the Improvement: Name Paul N. Sayles Address 33 Azul Fort _Pierce. FL 34951 Interest in property: owner Name and address of fee simple titleholder (if different from Owner listed above): Winne Building Corp. 12804 SW 122nd Avenue Miami, FL 33186-6203 Contractor's Name: Big Lake Roofing & Repairs Contractor Address: 2699 NW 16th Blvd. Phone Number:863-763-7663 —OFeec o ee, L34 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ _ Nameandaddress: not applicable Phone number: Lander Name:_ not applicable Phone Number: Lender's address: 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 Stetutesi Name: Phone Number: Address; In addition to himself or herself, Owner designates of Lienoes Notice as provided in Section 713.1311) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 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 1, 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 penalty of r1ury, declare that read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge d bell (Signat a of Owner or Lessee, gr Ow r•s or Lessee's Authorized Officer/Director/Partner/Manager A 0.4!� VIKKI LYNN AARON f Paul N. Sayles. owner MY COMMISSION NFF007113 (Signatory's Title/office) do EXPIRES July 1, 2017 at1 7Ga-0113 PaddeNalary3orvlce.com The foregoing instrument was acknowledged before me this 17 thday of Jan , ZD 14 By Paul N. Sayles as owner for Paul N. Sayles Na of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed (Signature of N to ublic - State of Florida) (Print, Type, or Stamp Commissioned Name of Notary Public) Vikki Lynn Aaron Personally known X or produced Identification_ Type of Identification produced STATE OF FLORIDA ST.�.UCJE000NTY T IS'IS TO CERTI TRU �7 ND CORK ORId1N` AL .� ;r Deputy Clerk Date' JAN, �a..Z014 IS Property Appraiser - St.Lucie County, FL http://WWW.Daslc.org/paslc/Prc.asp?prclid=130111100010005 Wynne Building Corp Record:1 of 5 Property Identification Site Address: 14 LA VILLA WAY B Sec/Town/Range: 01 :34S :39E Map ID: 13/01 N Zoning: PUD PROPERTY RECORD CARD «Prev Next» Spec.Assrmt Taxes Parcel ID: 1301-111-0001-000-5 Account #: 317 Use Type: PRKG/MOBILE City/Cnty: Saint Lucie County Exemptions Permits Home Print fF t1CIE00 i Ownership and Mailing Legal Description Owner: Wynne Building Corp 134 39 E 1/2-LESS AS IN ORS 2639-2,263: 2652-2429: 2664-2695: Address: 12804 SW 122nd Ave 2678-378,381: 2688-516: 2701-276: 302 Miami FL 33186-6203 More... Sales Information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 27730500 Land Value: 9330000 Acres: 314.94 1/1/1980 950000 00 CV 0324 / 2491 Assessed: 27730500 Building Value: 18400500 11/1/1978 390000 00 CV 0307 / 1544 Ag.Credit: 0 Finished Area: 20125 SgFt Exempt: Taxable: Taxes: 561606.39 BUILDING INFORMATION Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBlt: 1982 Frame: - Grade: C - C EffYrBR: 1982 PrimeWall: - StoryHght: 0010 -1 Story No.Units: 1244 SecWall: - Interior Features BedRooms: 1 Electric: - PrmintWall: FullBath: 0 HeatType: - AvgHt/FI: 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth CNC2 - CONCRETE LOW Y 1 7200 AV AV 1982 1 2800-PRKG/MOBILE 176 -Site 1236 CNC2 - CONCRETE LOW Y 1 5952 AV AV 1982 FEW - CHAINLINK 10 Y 1 200 AV AV 1982 FEN4 - CHAINLINK 4' Y 1 160 AV AV 1982 FEN6 - CHAINLINK V Y 1 665 AV AV 1982 ASP1 - ASP1 HIGH Y 1 199380 AV AV 1982 CSAV - COM POOL AVG Y 1 2720 AV AV 1982 PA01 - POOL DK-AVG Y 1 6304 AV AV 1982 CURB - CEMENT CURB Y 1 695 AV AV 1982 ASP1 - ASP1 HIGH Y 1 360000 AV AV 1982 1 of 2 1/19/2014 10:03 AM Florida Building Code Online 0 x . - �� • Floilda Pepaamentd BCIS Home Log In i User Registration ( Hot Topics ( Submit Surcharge i Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines �f��eSS0 ;Product Approval I USER: Public User Regulation �imr�lrfer!�rtnim� Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11651-R1 THESE PLATS AND ALL PROPOSED WORK MIN Application Type Revision ARE SUBJECT TO ANY CORRECTIONS Code Version 2010 REQUIRED By FIELD INSPECTORS THAT Application Status Approved MAYBE NECESSARY IN ORDER TO Comments COMPLY WITH ALL APPLIOASLE CODES. Archived El Product Manufacturer Gulf Coast Supply & Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)498-7852 ray@gulfcoastsupply.com 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) Ray Bowen ray@gulfcoastsupply.com e V LDATE. LUCIE COUNTY LDING DIVISION REVIEWED R COMPLIA Y Roofing NS A PER IT E KEPT ON JOB OR Metal Roofing CTION WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Terrence E. Wolfe CONCEALED FASTENERS ORATTACHAI'S ARE THE RESPONSIBILITY OF THE Keystone Certifications, Inc. 23 CONTRACTOR OF RECORD Keysto 04/12/2014 Locke Bowden L Validation Checklist - Hardcopy Received FL11651 R1 COI Letter of Certif.pdf. FL11651 R1 COI Letter of Name chanoe.pdf Standard Year http://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5... 1/30/2014 Florida Building Code Online El Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FM 4471 1995 FM 4471 2010 TAS 100 1995 TAS 125 2003 UL1897 2004 UL 580 2006 vFILIPM, COP L�� Method 1 Option D 02/15/20,12 02/23/2012 02/29/2012 04/03/2012 Summary of Products Go to Page i0 Page2/20 0 FL # jModel, Number or Name Description 11651.21 26 Ga. Tuff Rib 26 Ga. Tuff Rib 36" Wide over 1 x 4 Wood Pulins over 15/32" Plywood . Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 26 Ga. Rib overix4 Durlins NONHVHZ details.Ddf 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 @ 24" o.c. fasterner spacing. - Evaluation Reports 164.25" psf @ 12" o.c. fastener spacing. Install per FL11651 R1 AE 26 Ga. Rib Panel over 1x4 NON HVHZ Roof 2010 format.Ddf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 1165ti1.22 26 Ga. Tuff Rib 26 Ga. Tuff Rib 36" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 26 ga. Rib over .5 Dlywood NONHVHZ details.Ddf 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 @ 24" o.c. fastener spacing.-159.25 Evaluation Reports psf @ 12" o.c. fastener spacing. Install per FL11651 R1 AE 26 Ga. Rib Panel over .5 Plywood NON HVHZ Roof 2010 format.Ddf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.23 1126 Ga. Tuff Rib IF26 Ga. Tuff Rib Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 26 ga Rib over .5 plywood HVHZ Details.Ddf 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 @ 24" o.c. fastener spacing.-159.25 Evaluation Reports psf @ 12" o.c. fastener spacing. Install per FL11651 R1 AE 26 Ga. Rib Panel over .5 Plywood HVHZ Roof 2010 format.Ddf manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.24 26 Ga. Tuff Rib 26 Ga. Tuff Rib Roof Panel over 1x4 Wood Purlins over http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5... 1 /30/2014 Florida Building Code Online 4 n II 1115/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R1 II 26 Ga. Tuff Rib over 1x4 and plywood details.Pdf 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 @ 24" o.c. fastener spacing.-164.25 Evaluation Reports psf @ 12" D.C. fastener spacing. Install per FL11651 Rl AE 26 Ga. Rib Panel over 1x4 HVHZ Roof 2010 format.Pdf manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 11651.25 29 Ga. Tuff Rib 29 Ga. Tuff Rib 36" Roof Panel Wide over 1 x 4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 29 GA. Rib over 1x4 Purlins NonHVHZ Details.Pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-123.5PSF Created by Independent Third Party: Yes Other: -76.75 psf @ 24" D.C. fastener spacing. -123.5 Evaluation Reports psf @ 24" o.c. fastener spacing. Install per FL11651 R1 AE 29 Ga. Rib Panel over 1x4 NON HVHZf 2010 .Pdf i manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.26 1129 Ga. Tuff Rib 29 Ga. Tuff Rib 36" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 Rl II 29 Ga. Rib Panel over.5 Plywood NON HVHZ details.Pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-146.OPSF Created by Independent Third Party: Yes i Other: -71.75 psf @ 24 o.c. fastener spacing. -146.0 Evaluation Reports psf @ 12" o.c. fastener spacing. Install per FL11651 RI AE 29 Ga. Rib Panel over .5 Plywood NON HVHZ Roof 2010 .Pdf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.27 1129 Ga. Tuff Rib Jr29 Ga. Tuff Rib Roof Panel over 1x4 Wood Purlins Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 29 Ga. Tuff Rib over 1x4 over shingles Details.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-101.OPSF Created by Independent Third Party: Yes Other: -101.0 psf @ 24" o.c. fastener spacing. Install Evaluation Reports per manufacturers details. Not for use in HVHZ Zones. FL11651 R1 AE 29 Ga. Rib Panel over 1x4 NON HVHZ Roof. Ddf Created by Independent Third Party: Yes 11651.28 29 Ga. Tuff Rib IF29 Ga. Tuff Rib Roof Panel over 7/16" OSB Decking Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 29 Ga. Tuff Rib over OSB details.Ddf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116.OPSF Evaluation Reports Other: -22,66 psf @ 24" o.c, fastener spacing. -116.0 FL11651 RI AE 29 Ga. Rib Panel over OSB NON HVHZ Roof 2010 format.Pdf psf @ 6" o.c. fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes Go to Page 0(d Page 2/ 2 0 0 Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frZeCSHgw99R5... 1 /30/2014 i � ^ rt: rForcegineering & Vesting Inc. 19530 Ramblcwood Dnvc Humble,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 26 Go. Tuff Rib Roof Panel over 15/.32" Plywood Florida Product Approval # 11651.22 R1 Florida Building Code 2010 Per Rule 9N-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) NON HVHZ Product Manufacturer: GULF COAST SUPPLY & MANUFACTURING, I.I.C. 4020 S.W. 4Wh Street Horseshoe Beach, Florida 32648 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator• Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1— 4 ♦,�♦ � � C E� F, iy ��i� O w • � a • STATE OF : ec mum N AL FL# 11651.22 R1 February 22, 2012 k ' d Force Engineering & Testing Inc. 19530 Rambletvood Drive Htimble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2. Product Description: Tuff Rib, YV Rib Roof Panel, Min. 26 Ga. Steel, 36" Wide, through fastened roof panel over 15/32" Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint finish optional Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0185" min. Width: 36" Rib Height: %" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.22 R1 #9-15 x 1-1/2" HWH Woodgrip with sealing washing or approved equal %" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside'the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2010. T KA« Maximum Total Uplift Design Pressure: 6 . 5 p ? 159.25 psf Fastener Pattern: . �, 6.5"-2.5"-6.5"-2.5"- ' 6.5"-2.5"-6.5" Fastener Spacing: �" CS.. 12" O.C. "Design Pressure includes a Safety Factor = 2.0. �,��t</Illfffll��I O C t4 S �.t► �i a • STATE OF : ar .0,0 FL O RI ID sso.arr�e. a�AsnAa i�r, IJ'1111161100 �,,� February 22, 2012 I a Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: ® UL 580-06 - Test for Uplift Resistance of Roof Assemblies ■ UL 1897-04 - Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0062T-07A, B, Dated 02/19/2007 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1507.4.5. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. ,�� dt•C E, O C 2 N S; No. 444� ��•� STATE OF : a: 0 ID auis1 ' • .... ` fill FL# 11651.22 R1 February 22, 2012 ILCOpy .'E Force Engineering &'Testing Inc. D' 19530YtItm CWood W.— Humble,TX 77338 Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. FU 11651.22 RI ►►►�tits��i�rr�ri D No. 4:9 Jai •a' STATE OF ; a OWM February 22, 2012 J , I Asmussen Engineering Engineering & Environmental Services P.O. Box 1998, Okeechobee, FL. 34973-1998 Office: (863) 763-8546 Fax: (863) 467-8560 Memorandum Date: January 22, 2014 To: St. Lucie County Building Department Joe Cicio — Building Official 2300 Virginia Avenue Ft. Pierce, FL. 34982-5652 From: Loris C. Asmussen, P.E. Subject: Paul N. Sayles 33 Azul Fort Pierce, FL. 34951 1984 Twin Manor (24' x 60') Vehicle ID No. T26316278 A/B This memorandum is being provided to address re -roofing of an existing 1984 mobile home located at the address mentioned above (St. Lucie County). Proposed is Tuff Rib Roof Paneling (26GA metal — FL 11651.22R1) as a replacement to the originally manufactured roof, with Tamko Underlayments (FL 12328-R2). Attached are product approvals for this product and underlayment (including attachment methodology for the rib panels, as well as, underlayment). The roof product is manufactured by Gulf Coast Supply & Manufacturing, Inc. The product approval for the metal roof (#I 1651.22R1) is attached for your review and approval (Engineer Evaluator Terrence E. Wolfe, P.E. and Validated by Locke Bowden, P.E.). Based on my review of this proposed project, including product approvals and loads for which the above -referenced structure will be exposed to at this location in St. Lucie County (160 mph 3- second gust and exposure. "C"), the project is found to be in substantial compliance with the 2010 Florida Building Code. Please contact my office at (863) 763-8546 with any additional comments or questions regarding this structure. Thanks for your attention to this matter. Sincerely, Loris C. Asmussen, P.E. Principle Enclosed Correspondence C: Sayles File k 5130113 _ Florida_Building-Code.Online 5CIS Mome Log In User Registration Hot Topics Submit Surcharge Stall&Fads Publications Business" �� _ ProfeSSional ?4 USER: Pubs Approval r. Pmduct Aooraval Menu > Product or Aooliratian Search > Application List Search Criteria FBGStaff 8CI5 Site Map -Links JSearch y ^ L q-- � r Refine Sea c Code Version 2010 FL# 12328.10 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Narne ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact -Resistant ALL Design Pressure ALL Other ALL Search Results - Applications lF� TtfDe Manufacturer Validated By I Status I FL12328-R2 Revision TAMKO Building Products, Inc. Robert J. M. Nieminen, PE .r Appmv_ed History FL#: FL12328.10 (203) 262-9245 Model: No. 30 UL Description: Asphalt saturated organic felt i I Category: Roofing I jSubcategory: Underlayments FL12328-R3 Editorial Change TAMKO Building Products, Inc. FL#: FL1232810 Robert J. M. Nierrinen, PE `' Pending FBC Approval li-M !(203) odel: No. 30 UL! I - 262-9245 Description: Asphalt saturated organic felt I' Category: Roofing k Subcategory: Underlayments pprova s r ond„ tic &—cncu dnu rduneu uy the rut. ana/or one Commission if necessary. 'Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of flodda.is, an.AA/E3.O.employer-COpyrtaht 2007-2g18 State of,Florida.::-Privacy Statement :: Amessib0ity Statement.: Refund Statement Under Florida law, email 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, please contact 850.487.1395. 'Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter455, F.S. must provide the Department Wth an email address if they have one. The emails provided may be used for official communication tdth the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address Yhich can be made available to the public To determine if you are a licensee under Chapter455, F.S., please dick here . Product Approval Accepts: a PPE M wvm.floridabLdIcUrig.org/pripr_appjstaspx 111 1TAMK01 99116IDING PRODUCTS UN®ERLAYMENT: An underlayment consisting of asphalt saturated felt must be applied over the entire deck before the installation of TAMKO shingles. Apply the felt when the deck is dry. On roof decks 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the underlayment felt may be adversely affected by moisture and weathering. Laying of the underlayment and the shingle application must be done together. CORPORATE HEADQUARTERS 220 W. FOURTH STREET P.O. BOX 1404 JOPLIN, MO 64802-1404 800-641-4691 tamko.com . l�rarrtl-oaoE ACCREDITED ZONSTi UCTION TECKNOLOGIES Report for: Tamko Building:Products, Inc. 220 W. 4th Street Joplin, MO 64802 Attention: - Kerri Eden Date: January 8, 2009 Product Name: No. 30 UL Manufacturer: Tamko Date Received: December 31, 2008 Source: Tamko PRI Report No.: TAP-219-02-01 Metro -Dade Notification No.: PRIO8124 Subject The purpose of this project was to performance properties of Tamko Building products No. 30 UL (No. 30, Type 11) asphalt felt for compliance with Florida Building Code 2004 and 2007 (HVHZ) Testing Application Standard (TAS) 110 2000: TESTING REQUIREMENTS FOR PHYSICAL PROPERTIES OF .ROOF MEMBRANES, _INSULATION, COATINGS, AND OTHER ROOFING COMPONENTS, Section 2.2: Roofing Components within asphalt built-up and modified bitumen roof assemblies, and Florida Building Code 2004 and 2007, Sections 1507.2.3, 1607.3.3, 1507.5.3, and 1507.7.3: Underlayment using ASTK D 226-97a and ASTM D 226-06: Standard) Specification forAsphalt-Saturated Organic Felt Used in Roofing and -Waterproofing, Type II. Tes_ t Methods: The test , methods -used included - those found in - FBC TAS 110 2000: TESTING REQUIREMENTS FOR PHYSICAL PROPER7ES OF ROOF MEMBRANES, INSULATION, COATINGS, AND OTHER ROOFING COMPONENTS and including: ASTM D 226: Standard Spec cation forA. sphalt-Saturated Organic Felt Used in Roofing and Wafeiproofing,• ASTM D 146: Standard Test Methods forSampling and Testing Bitumen -Saturated Felts -and Woven Fabrics for Roofing and Waterproofing; ASTM. D 727:. Test Method for Kerosine Number of Roofing and Flooring Felt by the Vacuum Method. Sample . The sample received from Tamko Building Materials on December 31, 2008 was a full factory Description: - labded'roll of Wt. TAP 219-02-01 - PRI Accredita Lions: [AS -ES TL-189• State of Florida TST5878• Metro -Dade o6-f 116.02- CRRC The test results,opinions. or interpretations are based on the material supplied by thed1enL This repoitisfortheexclusiveuse ofstated client. No reproduction orfacsimile in any form can be made without the clients permission. This reportshall nof be reproducedexcept in full without the written.approvai of this laboratory. PRI construction Materials Technologies, LLC. assumes no responsibility normakes a performance or warranty statement for this materiai"or products and processes containing this material in connection with this report. PRICmMcbmLUmialsTer.WogimLLC 6408BadgerDrive Tampa.FL=10 Te.18136l-SM F=813b215840 air�1materialsl tinge icaa WehSi h0plAvsrspiitmttotn Tamko Building Products Laboratory Test Report for No. 30 UL Saturated'Felt PRIO8124 Page 2 of 2 Results- of Testing:. MethodProperty ASTM Test 5.-Ntaterials and Manufacture D 226 -. 6.1 Table .. Result ASTM D 226 Tyll Requirement -Pass.¢r�=b%pttcletrei MD 69 40-min CMD 34 20 min Pliability @ 77°F D 146 Pass No cracking Loss on heating @ 221 -F, % D 146 3.0 4 max -Width of roll, in D 146 36.2 36 t 0.7% or as agreed' Area of roll, ft.2 D 146 217.5 216 or 432 min or as agreed' Moisture at point of manufacture, % D 146 3.2 4.1 max Net mass of saturated felt, Ib/100 f? D 146 26 26 min Mass of saturant, lb/1-00 .fe D 146 15.5 15 min Mass of desaturated felt, Ib/100 fe D 146 10.2 10 min Ash, % D 146 3.8 10.0 max Saturation, % D 146 152 150 min 6.2 Unroll @ 50 and 140'F D 226 Pass No cracking or sticking 6.3 Perforated felt D 226 NA Uniformly spaced perforations 7 Workmanship, Finish, Appearance D 226 Pass Thoroughly, uniformly saturated, no surfacing, free of visible defects NO i s Or as agreed upon by purchaser and seller. Statement of Compliance: This product complies with all of -the requirements of Florida Building Code 2004 and 2007 (HVHZ) Testing Application Standard (TAS) 110 2000: TESTING REQUIREMENTS FOR PHYSICAL PROPERTIES OF ROOF MEMBRANES, INSULATION, COATINGS, AND OTHER ROOFING COMPONENTS, Section 2.2: Roofing Components -within asphalt built-up and modified bitumeli roof assemblies, and Florida Building Code 2004 and-2007; Sections 1507.2.3,1507.3.3,1507:5.3,. and 1507]7.3: Underlayment using ASTM D 226-97a: Standard Specification forAsphalt-Saturated Organic Felt Used in Roofing and Waterproofing, Type II. The product also complies with all of the requirements of ASTM D 226-06: Standard Specification for Asphalt - Saturated Organic Felt Used in Roofing and Waterproofing, Type 11. Limitations: None. - Signed: - __�_Ca '�i� Donald C. Po olio President Signed: I T. Ng Florida Registered Pro Tonal Engineer P. E. Number. 65034 Date:Date: TAP-219-02-01 PRI Accreditations:lAS-ES.TL-189;State ofFlorida TST587.8 Metro-bade06-1116.02 CRRC The test results, opinions, or interpretations are based on the material supplied by the client- This report is for the exclusive use of stated client. No reproduction orfacsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC. assumes no responsibility nor makes a performanceorwarranty statement for this material or products and processes containing this material in connection with this report PRI umsmimm Materials Tectmowes, LLc. 5m Badger Drive Tampa, FLMID Tel: 813.621 SM 17= 813621-5W e-mail rmteri ttesmgWic Lmm WebRw hllpjhvww.pricmtcam TANK®® M0930 UL PRODUCT DATA Asphalt Saturated Organic Feltr"U s Manufactured in Joplin, MO, Frederick, MD, and Green Cove Springs, FL TAMKOO NO. 30 UL SATURATED FELT features a tough TAMKO organic felt that is saturated With asphalt. ' Accepted for use as an underlayment felt to be applied over the roof deck prior to the installation of TAMKO asphalt shingles. a � U.L. Built -Up Type 30 Label ASTM D 226, Type II' I Roll Dimensions 72' X 36" Coverage per roll 2 Squares = Laying Lines 2" 4" 17" ` 'All values stated as nominal THIS PRODUCT IS SOLD "AS IS" WITHOUT WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS .FOR A.PARTICULAR PURPOSE. l ITAINK01 MEMO PRODUCTS TAMKO Logo, Roofer Logo and TAMKOs are registered trademarks of TAMK01 Building Products, Inc. Visit our Web Site at tamko.com >1 f10N: Th's product canters wood dust. Mod dust has been dasgfwd as a `=wf taxman piarogen by tte: international Agency for Research 31CanoerP 1ardth&Na;znatTbxcdogyyRmgrmn. hspr«tudafsocortaasnudiZedasphait.0=ga5amspogsestooxidizedaSple,Ratxiits �rrtssorsdruau�rodaigttirrabe�dassia;ibylARCasa"prohablstaanancamngm".O asplvJtalsvwntr'ssPoycycrcMomat1cHydrocabors sameof%fthham been damifiedbyIARCasimovnorpmbabahmen 7hephyspJnature ofthspoductmayhdp ant any inhalation or iartrath=ddtuisrga3p5ca@ma&ort nmvalH=vejar,oV=alfaumsichassm%Tg,9mdmgordM-gdnlgdarn5tmworkandheabVcrbL=M nay ordsmrafe:ypmmhazadofftprodxI.Talc pecautiastoprewastbredhiigar-dartactw9hstdn. Central District 220 West 4th St. Joplin, MO 64801 800-641-4691 Northeast District 4500 Tamko Dr. Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St. Tuscaloosa, AL 35401 800-228-2656 Southwest District 7910 S. Central Exp. Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave. Denver, CO 80216 800-530-8868 Information included in this product data sheet vras current at time of printing. To obtain a copy of the most current version of this product data sheet, visit us online at tamko.com or call us at 800-641-4691. Rev. 05/2012