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Home My WebLink AboutSUBMITTED PAPERSj .DATE: RECEIPT #: Permit #: '1 �I �0 , Planning & Development Services Department Q Building & Code Regulation Division 0 0 2300 Virginia Avenue �Q/q Ft. Pierce, FL 34982-5652 �1FU Tel. 772-462-1553 APPLICATION FOR ROOF PERMIT C SEE REVERSE SIDE FOR INSTRUCTIONS O��111, 1. Location/Site Address: /o />�I IV_ 2. Parcel ID Number: 13ol- /-oov -- Office Use Only n TownshipRange Ma Page ZoningLand Use Ini ' s Ir 3. Description of Project or Work Activity: RE-N6vE- .sN/Na4 Qcsy� - ��s%�9� e z� �,g ge5D,= 4. Total Roof Area (square feet): /, SO Y S- F, 5. Roof Pitch: 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [x ] Other METRIC - [,I 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: Jd l-1tV ALzcr/ Address: io Z41vz q< FL Reg/Cent #: C'Ceoy� 93 9 CountyCert #: �58� City: -`T 01 EP-GE State: -'(- Business Name: 3/C', "r67 je&O c/Af -), g 67,PA/DeS y Zip: 349S/ Phone: 7,/a - 6 -/335? Cell Phone: &, 3- /IZ 9. Value of Construction: $ (,// Z 60 "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 compliance all applicabl nvs regulating construction and zoning. JOS'EPN J-/. 13'9IkEt?' -/P-• PRINT QUALIFIERS/OWNERS NAIME SIGIVATURLYOF QUALIFIER/OWNER. STATE OF FLORIDA, COUNTY OF ST LOCOIC ACKNOWLEDGED BEFORE ME THIS 7 DAY OF JANOACc( 20 BY J05EPU )4. BAKE) 49- WHO I ERSONALLY IINOUN )4 TO ME OR HAS PRODUCED AS IDENTIFICATION os►""ati�.: VIKKI LYNN AARON SIGNATU F OTARY TYPE OR P NAIVE OF NOTARY ( a1= "€ MY COMMISSION #FF007113 COMIIISSION NUMBER 66667//, "!soFM o? EXPIRES July 1, 2017 398.Ot53 Florldallotary3ervice.com NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT TVIAY FOR INIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COINIMENCEMENT. Revised 4/26/2010 JOSEPH E. SMITH. RK OF THE CIRCUIT COURT - S LUCIE COUNTY FILE # 3918491 OK 3598 PAGE 988, Recorde 24/2014 at 03:36 1 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): 10 Danzar 1 34 39 Spanish Lakes Country Club Village General dascription of Improvement: Re —roof Ownsr information or lessee Information H the Lessee contracted for the improvement: Name John T. Allen Address 10 Danzar Fort Pierce, FL 34951 Interest in property: owner Name and address of fee simple titleholder (if different from Owner listed above): Wynne Building Corp. 12804 SW 122nd Avenue Miami, FL 33186-6203 Contractor's Name: Rig Lake Contractor Address: 9 NW 16th Blvd Phone Number: 8 3-7 3-7663 Okeechobee, FL 3 972 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: S Nameandaddress: Not applicable Phone number: Lender 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) (e)7., Florida Statutes[ Name: Phone Number: Address: In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 713.13(1) (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 perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my know dge and belief. / �v (Si ure of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager /':'°•� VIKKI LYNN AARON (Signatory's Title/office) The foregoing instrument was acknowledged before me this 17 day of Jan 2014 MY COMMISSION 8FF007113 EXPIRES July 1, 2017 By John T. Allen as owner for Jahn T. Allen Na e,oI Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed (Signature of ota Public -State of Florida) (Print, Type, or Stamp Commissioned Name of Notary Public) Vikki Lynn Aaron Personally known orproducecildentification_. Type of Identification produced STATE 0 ST. LU( THIS I,� TRUE A! ORIGIN, By: I ' Deputy Clerk Date- 2014 IS A THE a' Property Appraiser - St.Lucie County, FL http://www.paslc.org/paslc/prc.asp?prclid=130111100010005 Wynne Building Corp Record: I of 5 Property Identification Site Address: 14 LA VILLA WAY B Sec/Town/Range: 01 :34S :39E Map ID: 13/01 N Zoning: PUD Ownership and Mailing Owner: Wynne Building Corp Address: 12804 SW 122nd Ave Miami FL 33186-6203 PROPERTY RECORD CARD <<Prev Next» SpecAssrnnt Taxes ParcellD: 1301-111-0001-000-5 Account #: 317 Use Type: PRKG/MOBILE City/Cnty: Saint Lucie County Exemptions Permits Home Print ,�;CIEp�G2-:J Legal Description 134 39 E 1/2-LESS AS IN ORS 2639-2,263: 2652-2429: 2664-2695: 2678-378,381: 2688-516: 2701-276: 302 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 Exem pt: Taxable: Taxes: 561606.39 BUILDING INFORMATION Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBit: 1982 Frame: - Grade: C - C EffYrBlt: 1982 PrimeWall: - StoryHght: 0010 -1 Story No.Unfts: 1244 SecWall: - Interior Features BedRooms: 1 Electric: - PrmintWall: - FuilBath: 0 HeatType: - AvgHt/Fl: 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. YrBit. 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 FEN1 - CHAINLINK 10 Y 1 200 AV AV 1982 FEN4 - CHAINLINK4' Y 1 160 AV AV 1982 FEN6 - CHAINLINK 6' 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 2 Ucenteefgdentlyc llegulatefairly. 8CI5 Home I Log In I User Registration I Hot Topics j Submit Surcharge 1 Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I 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) FL11651-R1 THESE PLANS AND ALL PROPOSED WORK Revision ARE SUBJECT TO ANY CORRECTIONS 2010 REQUIRED BY FIELD INSPECTORS THAT Approved MAY BE NECESSARY IN ORDER TO 0 COMPLY WITH ALL APPLICABLE CODES. Gulf Coast Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-7852 ray@gulfcoastsupply.com Ray Bowen ray@gulfcoastsupply.com / ST, LUCIE COUNTY BUILDING DIVISION REVIEW FOR COM REVIEWED BY Roofing DATE- - PLANS AND ER IT Metal Roofing MUST BE KEP ON JOB OR NO INSPECTION WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ed Evaluation Report - Hardcopy Received Terrence E. Wolfe PE-44923 CONOls ED FASTENERS pO�R�ATTACgHMM Keystone Certifications, Inc. ARE THE nMr01WI0IV I I OF HE 04/12/2014 eoffm= OF WHO Locke Bowden r Validation Checklist - Hardcopy Received FL11651 R1 COI Letter of Certif.odf FL11651 R1 COI Letter of Name chanoe.odf Standard Year http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5... 1 /3 0/2014 4 Florida Building Code Online Py5 t 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 UL580 2006 Method 1 Option D 02/15/2012 02/23/2012 02/29/2012 04/03/2012 Summary of Products Go to Page ........ 0 0 Page 2/ 2 0 0 FL # IlModel, 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 Rl II 26 Ga. Rib overlx4 purlins NONHVHZ 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:-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.pdf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 1.1,6541.2-2 26 Ga. Tuff Rib 26�Ga' ifiuff Rib 36" WRIe over 15/t32" P.I,ywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R1 II 26ga. Rib over .5 plywood 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/-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 RI AE 26 Ga. Rib Panel over .5 Plywood NON HVHZ Roof 2010 format.pdf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.23 JF26 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 Rl II 26 ga Rib over .5 plywood HVHZ Details.ndf 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.ndf 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 /3 0/2014 Florida Building Code Online 4 Py 11 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.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 @ 24" D.C. fastener spacing.-164.25 Evaluation Reports psf @ 12" o.c. fastener spacing. Install per FL11651 RI AE 26 Ga. Rib Panel over 1x4 HVHZ Roof 2010 format.odf manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes 51.25 P 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 ourlins NonHVHZ Details.odf 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" o.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 .odf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.26 29 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 R1 II 29 Ga. Rib Panel over.5 Plywood NON HVHZ details.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-146.OPSF Created by Independent Third Party: Yes Other: -71.75 psf @ 24 o.c. fastener spacing. -146.0 Evaluation Reports psf @ 12" o.c. fastener spacing. Install per FL11651 R1 AE 29 Ga. Rib Panel over .5 Plywood NON HVHZ Roof 2010 .odf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.27 1129 Ga. Tuff Rib 29 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.odf 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. odf Created by Independent Third Party: Yes 11651.28 29 Ga. Tuff Rib 29 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.odf 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 R1 AE 29 Ga. Rib Panel over OSB NON HVHZ Roof 2010 format.odf 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 E._. 0 10 Page 2 / 2 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 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 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%2f]FrZeCSHgw99R5... 1 /30/2014 Asmussen Engineering Lam; Engineering & Environmental Services P.O. Box 1998, Okeechobee, FL. 34973-1998 Office: (863) 763-8546 Fax: (863) 467-8560 Memorandum M, s. Date: January 22, 2014 FILFt7 ..5s' * �L• . 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: John Allen 10 Danzar Fort Pierce, FL. 34951 1984 Twin Manor (24' x 61'-6") Vehicle ID No. T26315790 A/B This memorandum is being provided to address re-roofmg 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, btJlJ�� v Loris C. Asmussen, P.E. Principle Enclosed Correspondence C: Allen File R l A CUP rForcengineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Go. Tuff Rib Roof Panel over 15132" 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. 449`h 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 {{I IIIjr, ��I 0 c E N S No. 4 94 ' ma's' STATE OF FLORI�g' �4, susorn� �� Fs • • 1 �� Nv,�� FL# 11651.22 R1 February 22, 2012 COPY (' V0 FILE Force Engineering & Vesting Inc. 19530 Ramblewood Drive Huinble,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, %" 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: 0.018S" min. Width: 36" Rib Height: V major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.22 R1 #9-1S 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. Table "A" Maximum Total Uplift Design Pressure: Erg; ps 159.25 psf Fastener Pattern: 6.5"-2.5"-6.S"-2.5"- 6.5"-2.5"-6.5" Fastener Spacing: 24" Q. 12" O.C. "Design Pressure includes a Safety Factor = 2.0. *.'* { { 11111114F 0 No.44�9 STATE OF : ac NAL February 22, 2012 Force Engineering & Testing Inc. 19530 Ramblewood Drive Hunible,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: I-1 UL 580-06 - Test for Uplift Resistance of Roof Assemblies Ll 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. FL# 11651.22 R1 ,,,`{{{{Irlfll��I C E N S �. �.t► ,,i • No. 449 a • STATE OF t February 22, 2012 COPY Force Engineering & Testing Inc. 19530 Ramblewood Drive 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. FL# 11651.22 R1 I J. �. • , No. 44D STATE OF ; ar AL 0 R 1 OOWM ,4,1 1 1N 111:►15,, February 22, 2012 - 5130/13 = BCIS Home La -1 FloridaBuilding .Code Online - g n user Registration Hot Topics Submit Surcharge Stats & Fads Wsines PrDfQJJjV� 4.0-- PmdurtrouuR:Publicsser I A2RMt t 6irnu > Product or Aoolication Search > p PPt[catior list Search Criteria 4P ' Pobbmtions Fat staff aeis site flap Links search Refine Search Code Version 2010 FL-1 Application Type ALL Product Manufacturer 12328.10 Cate o nr g ALL Subcategory ALL Application Status ALL Compliance Method ALL ALL Quality Assurance EntityALL ALL Quality Assurance Entity Contract Expired Product Model, Nurnber or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL ALL Search Results - Applications Tub:. Manufartur=_r ii r7liCir3i-t3{i .�G'3YF35 FL12328-R2 I Revision t TAMKO Building Products, Inc. Robert ]. M. Niendnen, PE f Fiister� 3 ! FL#: FL12328.10 1 (203) 262-9245 Approved f I Model: No. 30 UL, ( ! ! Description: Asphalt saturated organic felt + 1 Category: Roofing j Subcategory: Undedayments 1 FL12328-113 Editorial Change 1 i TAMKO Building Products, Inc. Robert J. M. Nieminen, PE !Pending FBC Approval 1 FL :: 0 f (203) 262-9245 Model: No. 30 � Description: Asphalt saturated organic felt I 1 Category: Roofing ff Subcategory: Underlayments ;Approved by DBPR- Approvals by DBPR shall be reviewed and ratified by the POC and/ar the Commission tf necessary. Contact Us :: �40 North Monroe Sheet Taliaha a Ff 32399 Phosre- 850-497-t024 The State of Florida is an AA/EEO employer. _Canvrioht 2007-�O1D State of Flodda Privacy 4tateme t -- .. AGcessibilhv Statement :: Refund'Statement UnderFlodda law email addresses are public records. If you do not want youre-mall address released In response to a publirrewtds 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 cords request, nots 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS. must provide the Department with an email address if they have one. The emaiis provided may be used for official communication with 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 which 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 WE.t� EJ _ccuravr n . M. mAmu.iloiidaWIcOng.org/pr/pri-pppjsLaspx 1/1 991169ING PRODUCTS UNDERLAYMENT: An underlayment consisting of asphalt saturated felt must be applied over the entire deck before the installation of TA 4KO 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 reatin_nane _ .•C . ON ACCRBDITEaAMM iTRUCTiON MAEra TECHNOLOGIES� ■� Report for; Tamko Building -Products, Inc. Date: January 8, 2009 220 W. 4th Street Joplin, MO 64802 Attention: Kerri-Eden Product Name: No. 30 UL Manufacturer: Tamko Date Received: December 31, 2008 -Source: T mko PRI Report No.: TAP-219-02-01 Metro -Dade Notiijlcation No.: PRiO8124 i Subject- The purpose of this project was to performance properties of Ta ko Building Products No. 3.0 UL (No_ 30, Type Il) asphalt feitfor compliance with Florida Building Code 2004 and 2007 (HVH2) Testing Application Standard (TAB) 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 ASTM- D 226 97a and ASTM D 226-06: Standard) Specification forAsphalt-Saturated Organic Felt Used in Roofing and Waterproofing, Type 11. Test Methods: The test - methods used included - those found in • FBC TAB 110-2000: TESTING REQUIREMENTS FORPHYSICAL-PROPER77ESOFROOFMEMBRANES, INSULATION, COATINGS, AND OTHER ROOFING COMPONENTSand including: ASTM D 226: Standard Specification for .Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing,• ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofng 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 felt. rAt-279.02-01 - PRI AccreditaHons:lAS-ESTL-189: state ofFlormaTST5878-mehn-Uade.0641:18. CRRC The test results, opinions, or interpretations are based on the matertatsupplied by the client This report is;for the exclusive use of stated client. No reproduction or facsimile in any farm can be made without the client's permission. This report shall not be reproduced.except in full wwithoutthewMen-approvatofthislaboratory. PRI Construction Materials Technologies,LLC_assumesnorespons�il�ynormakesa performance orwarranty statement for this matedaror products and processes containing this material in' connection with this report. PRICMMXSMMat ftTwhW-ogkS,LLC. s4 BackE D&e TwWa FLMsin TW613_6ztsm F=81 6z1,Wq e.ma7maWdse rng cean webs nnRrlw"0piticOrt► Tamko Building Products Laboratory Test Report for No. 30 UL Satuiated-Felt - PRI08124 Page 2 of 2 ILE -C(Opy MD 69 40.min CMD 34 20 min Pliability @ 77-F D 146 Pass No cracking Loss on heating @ 221 OF, % 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 216or 432 minor as agreed' Moisture at point of manufacture, % D 146 3.2 4.1 max Net mass of saturated felt, Ib/100 ftz D 146 26 26 min Mass of saturant, Ib1100 ft D 146 15.5 15 min Mass of desaturated felt, Ib/100 ff D 146 10.2 10 min Ash, % D 146 3.8 10.0 max Saturation, % D 146 152 150 min 6.2 Unroll @ 50 andE140-FE *Perforated D 226 Pass No cracking or sticking 6.3 felt D 226 NA Uniformly spaced perforations 7 Workmanship, Finish, A Appearance D 226 Pas, Thoroughly, uniformly saturated, no Nntp 11• ()r ne a reed b surfacing, free of visible defects g upon y 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 bitume roof assemblies, and Florida Building Code 2004 and 2t307; Sections 1507.2.3,1507.3:3,1507.5.3,. and 150717.3: Underlayment using ASTM D 226-97a Standard Specification lbrAsphalt-Saturated Organic Felt Used in Roofing and Waterproofing, Type 11. The product also complies with all of the requirements of ASTM D 226-06: Standard Specification forAsphaft- Saturated Organic Felt Used in Roofing and Waterproofing, Type 11. Limitations: None. Signed:- -OZ Donald C. Po olio President Signed: Duc T. Ng Florida Registered P Tonal Engineer P. E. Number. 65034 Date: L% 619 Date: TAP 219-02-01 PRI Accreditadons: [AS -ES TL-189• State of Florida TST587.8• Metro -!Jade 06-1116.0 . 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 crieffs permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC. assumes no responsbilitynor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report Prd ConsinxUon 6larefats Techndogles, tLC 6408 badger Drive Tanya. FLM510 Tel: 813821S7n Fax 8138Z1.5m e4ffi9 rraterizktes6t g&rkmLmm- WebML-httjW-A w.K=ntWM trig, TA KOO sW 9� -` COPRODUCT DATA Asphalt Saturated Organic Felt Manufactured in Joplin, MO, Frederick, MD, and Green Cove Springs, FL i TAMKO9 NO. 30 UL SATURATED FELT features a tough TAMKO organic felt that is saturated with asphalt. Hccepteo for use as an underlayment felt to be applied over the roof deck prior to the installation of TAMKO j asphalt shingles. U.L. Built -Up Type 30 Label ASTM D 226, Type If 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. Visit our Web Site at tamko.com i CAUTION: 7hs product oanf is oval dusL Mod dust his ►a m as a -kr=vn" tartar CafakVen %1 tf$ Interr t Agauy for Res r cn Canoe j1ARQ aid the Nairn TagcobgyAugam.1T- Pro kid also caf0m =&ad isphal Occto mcd¢ed aojaja, ad 7s arisatscka�9raa`+rgtmebemdamed yARCesa`prabableFranaic O):�dasOaftalsow[W.PalvcrcAromatbHydvcebons xrneof%Mtchhweb5End byIAOCastm,.norprobabarnr'tranarcvwgmmThepVecalria.Lmoftffsproductrnalhdpfin3arryir]mbkna i�lhz�dduzngapp-�4onard/arxnaaLHatieue4f3ry�fac�sudiassatcaS.grJdrgor T naYhae eff>°i1Nr hgonord3nrdopmmharadarft roductTak^aera,to d �d `6cnuCkz7df=arng[rbtyni7g pevert(3e aflt"ga rdmrdac tv.9hsKh AINUCentral District 220 West 4th St. Joplin, MO 1 64801 800-641-4691 BUILDING ]PRODUCTS Northeast District 4500 Tamko Dr. Southeast District 2300 35th St. Frederick, MD 21701 Tuscaloosa, AL 35401 800-368-2055 Southwest District 7910 S. Central Exp. Dallas, TX 75216 800-228-2656 800-443-1834 TAMKO Logo, Roofer Logo and TAMK05 Western District 5300 East 43rd Ave. Denver, CO 80216 800-530-8868 are registered trademarks of TAMKO' Building Products, In~ Information included in this product data sheet %vas current at time of printing. To obtain a copy of the most current version of this product data sheet, visit us onrne at tamko.com or ca0 us at 800-641-469t. Rev. 05l2012