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HomeMy WebLinkAboutpermit app for 5890 s us hwy 1All APPLICABLE INFO MuST BE COMPLETED FOR APPLICATloN TO BE ACCEPTED Date: 03/10/2020 Permit Number: Building Permit Application planning and Development Services Building and Code Regulation Division 33h°o°n:'.:r#.2)A;:2::'55°3rf E';exr:i7F;23)4£:2.1578 Com merci al Residential X Site plan Name: Project Name: DETAILED DESCRIPTION OF WORK: reroof shingle to shingles P/S underlayment Fl-10674-R13 fl-10648 5/12 pitch 450 SF CONSTRUCTION INFORMATION: Additional work to be performed under this permit -check all that apply: Mechanical Gas Tank Gas piping Shutters i Windows/Doors iiiiiii Electric Plumbing _ Sprinklers Generator R dot u Pitch Total sq. Ft of construction: 2000 Sq. Ft. of First Floor: ding Height:Costofconstruction:$ 7500 Utilities: Sewer _Septic Bui OWNER/LESSEE:CONTRACTOR: Name Palm Grove Home Owners Assc.Name: roland wiley Address:5890 S. U.S. Hwy 1 Company:Shoreline roofingAddress:1973SWGlendale st city: ft pierce State: zip code: 34952 Fax:city: port st lucie state:fl Zip Code: 34987PhoneNo772-260-9565Phone No.ax: E-Mail: Fill in fee simple Title Holder on next page ( if differentfromtheOwnerlistedabove)E-Mai|Shorelineroofing@yaho .com State or County Licenseccc1 31 1 70 lf value of construction is $2500 or more, a RECORDED Notice of Commencement is required. lf value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required. rrf±r±Fms:FEgr::¢:I;frfasrr::z*,-i:!:I:x~7:`{£Sx{v3!c..i.s;ifi:;i:::.v`,7:ff:+,-!}.',::,'.i, L 1 A' X •.j``--.:,: ,;--: ,... I,-. ffl 8 » ffi LF ,, i `i:iir#£S(!sS`ttk{1,i:S<:txfst`.S}il`i``F`,f:.:¥:*`.i;`.`S-`;a.fr.^.;i,`#S`';:'y,,.+:Sx9ii!`%iif`S,i;.`, \ `` , .`` ` . .--` MORTGAGE COMPANY:Not Applicable `.5ELvsi'`a#E#JEffi aidrffiEE#;r`^```" -``.` ' ".FG6tfi pp,icab,e Name:Name. Add.Address.City: State: -Cit.State: Zip: Phone,Zip: Phone Not ApplicableFEE SIMPLE TI TLE HOLDER: _NotApplicable B0NDING COMPANY: I,,-Name. Add.Address. City:Cil: . Zip: Phone,i . Phone. OWNER/ CONTRACTOR AFF IDVIT: Application ls hereby made to obtain a permit to do the wor and installasua#,#:r:c:t;5tion as Indicated.•ectstructure:ppprpyTibitsuch I certify that no work or installation has commenced prior to the issuance of a permit. &ti!Lc:hcj::i:c,gn:?E#c:w:i!!,,aowlteahpp;pe!iu:#igtL3:6h;a!|Ssgiars!stJ:i!otafopan?.!o:n:tr%##jh:o!sz?:te!d:go;:a!j;n;e3s!tgr#gn n cons[deration of the granting of this requested permit,I do hereby agree that I will, in all respects, pnaccordancewiththeapprovedplans,theFloridaBuildingCodesandSt.LucleCountyAmendments,rform the workadditions, The following build ing permit app ications are exempt from under going a full concurrency review: roo accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to anoth r nan-residential use "w^RNiue TO OyyNER: youR FAILURE TO REcORD A veTlcE OF COMMENCEMENT MAy RESULT IN YOUR PAYING TWICE FOR lMPROYEME NTs TO youR propEFITy. A veTicE OF COMMENCEM ENT UST 8[ RECORDED AND FrosTEi] ON "E joB sit E BEFOFtE T HE FIRST INSPECTION. IF YOU [RTEND T0 0 lN FINANclue, coNsuLT H y R OR AN Arf5iny BEFORE REcotol OF coqu ENT.,, € , ,A" -,, i,i-`4~\ slgnatureofowner/Lessee/ContractqQAgentforownersTATEOFFLORIDA{{i,jr.-€COUNTY0F Signature of corriFactor/Licen H 'der ScITOAUT#T°vFOFFuORIDAS|COUNTYOF L_rf:p V The gointhisd\3jnosftrRE#AIacknThhi:¥°gfy;:bit,r:H¥!`;`Sac:I,e,2:o¥fa?#eme w*#r;me inEul Name of p'e`rson making statement. /ameofpersonrhaTEingsta¥men / Personally Known ORrproduced ldenti`pyrpoeduo==dentlR3t`o-`EL fication _e Personally Known OR pro uced Identification TPYrpoedu°cf=8en#ft§.QT]¢r+-rfufp. V fl^:ir f i A (s|ghatuFerofNot¥rypubli a/P (Signature of N -. commisslon No. #;£#f: :¥;(:tJ}#icL+:`:i;:G¥;%8#!c.mm,ss,.n N.. €'ig;:,n M`,I,:H,fi g®,3`::ng::qu¥:J;.:IRIS REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SE TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW R VIEW REVIEW DATERECEIVED DATECOMPLETED REIN . 2|] I TB BasHome Logln UserRegistration HotTopics Submitsurcharge Stats&Facts Publications Contactu Product Approval USER: Publ.ic user PLP±gdrJfrel+`3L\fu± > Elgiu.:.tL±LA2;±11£Lani?.IL±:_e_?i.-Ji > ±L.`Lra.!\=:_L±,ci;S > Application Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representati ve Address/Phone/Email Quality Assurar`ce Representative Address/Phone/Ema.il 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 Sections from the Code FL16048-R6 Revision 2017 Approved Tri-Bu.ilt Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Ruiz david.ruiz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiltmaterlalsgroup.cc>m ROofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 uL LLC 07/18/2020 John W. Knezevich, PE ' Validation Checklist -Hardcopy Received £L_1{>Q:|§~R.{L(=QljQ17LQ.1_(L={2JJ`l!S:i.I.ILi.1_quitJL£!.i Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Surrima of Products Method 10ption D 03/2:5|2!fJT] 10 /01/20 L7 10/03/2017 12/12/2017 Model, Number or Name Description 16048.1 TRI-BUI LT Roof Underlayments Self-adhering, modified bitumen roof underlayments Limits of use Approved for use in HVHZ: No Approved for use outside livHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/~150 Other: 1.) The design pressure noted herein pertains to use of foam-on tile systems overtop the self-adhering underlayment for one particular application. See ER Section 5,6.4 for details. 2.) Refer to ER Section 5 for other Limits of Use. Installation Instructions I £.Li_ao_4_8__RL§_H_2Q±|j2|_E3.NLALE_R__Iju..I_ EilJELT~~u!l±1ER_tAYJUJ E N TS F L|i04LBLEij2£!± Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports _F_i._1_6_Q=1_9.___R.§._AL2Q±_i_OLD_FI..r`l.AI..__EB_IBJ= L3uLL.\|r.L[2EBLA_yL±±±riTi±_L_L6._o_4.a___f±``_i=t2_dj Created by Independent Third Party: Yes [--:__1 [1 Contact us : : 2601 Blair Stone Road. Tallahassee FL 32399 Phone. 850-487-1824 The State Of Florida ts an AA/EEO employer. Cooynoht 2007-2013 State Of Floiida. : : Privacy Sratemen[ : . AccessibiMty Statement , . Refuiicl Statement Under Florida lew, email addresses are publie records. If you do not want your e-mall address released in response to a public-records request, do not send electronie mail to this entlty. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 8sO.487.1395. *Pursuant to Section 455.275( i), Florida Statutes, effective october 1, 2012, ticensees licensed under Chapter 455, FS. miist provide the Department with an emait 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 silpply a personal address, please provide the Departrr`ent with an email address which can be made available to the public. To determine if you are a ncensee under Chapter 455, F.S., please click bgrg_. Product Appro`/al Accepts: ERE E5H EEE FF i= Cred!: Card Safe TRINirv ERD 353 CH lRISTIAN STREET, UNIT #13OXFORD,CT06478(203)262-9245 EVALUATloN REPORT TRl-BUILT Materials Group, LLC Evaluatio Report A42960.10.12-R6FL16048-R6 PO Box 70 Rutherford, NJ 07070 Da e of lssuance: 10/25/2012 (800) 516-1485 Revision 6: 09/25/2017 ScOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DEscRlpTloN: TRl-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CoNTINUED CoMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity| ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words '`Trinity| ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety, lNspECTloN: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Floridci Registration No. 59166, Floridci DCAANE1983 =+: + -i-I: i,-..3:;;;.;`t::;-i:;;,;-:::;`:::-.-I: The facsimile seal appearing was authorized bv Robert Nieminen, P.E. on 09/25/2017. This does not serve as an electronically sifned document. CERTIFICATI0N OF INDEPENDENCE: 1. Trinity|ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity|ERD is notowned, operated or controlled by any company manufacturingor distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity|ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINltt ERD ROOFING COMPONENT EVALUATloN: 1. ScOpE: Product category: Roofing , ::b;::,:engc°ery:tatement: TRi.UBnudi:+'a¥oToefnLnder|ayments, as produced by TR|-BUILT Jlaterials Group, LLC, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Butilding Code through testing in accordance with the following Standards. Compliance is subj.ect to the Installation Requirements and Limitations / Conditions of Use set forth herein, 2. STAN DARDS : Section 1504.3.1 1504.3.1 1504.6 1507.2,4 / 1507.1.1,1507.2.9.2 1507.3.3 3. REFERENCES: Engiv ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) UL, LLC. (QUA9625) UL, LLC. (QUA9625) Property Wind Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physi.cal Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality Control Quality Control Standard FM 4474 UL 1897 ASTM G 155 ASTM D1970 FRSAFTRI April 2012 (04-12) Reference S40540.02.13-1 S40540.11.13 S40540.03.14 S44870.04.14-2 S44870.04.14-3 S44870.04.14-1 S44870.04.14-4 S43530.02.14-1-RI S43530.05.14 S405 40 .10 .14 SC7645 .02.15 SC8520.04.15 SC 14045 .05 .17-R 1 Multiple-Listing R16814 Service Confirmation Date 637r972Oi3 11/19/2013 03|2:6|roLA 04|CJh|TDL4 04ion.nf]L4 04/10/2014 04/10/2014 05/14/2014 us/2:8/2I)L4 10/31/2014 02|T3/2!fJTS CJF>|T]|TfJT5 06lcnl2:OrJ Ti/ronfiT5 Exp. 07/18/2020 4. PRODUCT DESCRIPTloN: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built s/A HT TU underlayment is a self-adhering, non-woven polyester fabric surfaced, SBs modified bitumen roof underlayment; meets ASTM D1970 and FRSAFTRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity|ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any proi.ect on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHzjurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION TRl-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A4Z960,10.1Z-R6 F116048-R6 Revision 6: 09/25/2017 Page 2 of 6 5.4 TRINltt ERD TRl-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. I Allowable Roof covers: I TABLE 1: RcOF COVER OPTIONS U aymentTri-BuiltSand-R SA ShingleUpderlaymentT;i-Builts/AHTTU AsphaltShingles Nail.On Tile Foam-On Tile Metal Wood Shakes&Shingles Slate i Yes1 NO No NO Yes Yes Yes Yes Yes Yes Yes Yes underlayment See 5.5.1 Tri-Built Smooth HT S/AUnderlaymentL____Yes No No Yes Yes Yes 5.5.1 "Foam-On Tile'' is limited to use of the following Approved tile adhesives / underlayment combinations, TABLEIA:ALLOwABLETILEADHESIVE/UNDERLAYMENTCOMBINATloNS] Adhesive Florida Product Approval Underlayments lcp Adhesives Polyset® AH~160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBond"FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable substrates: 5.6.1 Direct-Bond to Deck: 5.6.2 Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: > Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRl-BUILT Matei.ials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRl-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. Bo n d -to-I n su latio n : Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: > Dens Deck prime; SECUROCK Gypsum-FiberRoofBoard. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, LLC. Certificate Of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION TRl-BUILT Roof Underlayrnents; (800) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6 i 09/25/2017 Page 3 of 6 i TRINITY ERD 5,6.3 Bond to Mechanically Attached Base Layer: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: > ASTM D226, Type I or ]1 felt, For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foamron ti`e systems ITri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI Aprl.12012 (04- 12). 5.6.4 Wind Resistance for underlavment systems in Foamon Tile Applications: FRSAnRI April 2012 (04+12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to directrdeck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table lA or FBC 1609 for determination of design wind pressures. #1 Maximum Design pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority HavingJurisdiction, Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Builts/A HTTU underlayment, self-adhered. #2 Maximum Design pressure =-67.5psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Builts/A HTTU underlayment, self-adhered. #3 Maximum Design pressure =-150.Opsf: Deck: Min.15/32-inch APA-rated BCx plywood (may be installed c-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deckpreparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface, All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU underlayment, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end-laps. ffl Maximum Design pressure=-60.0 Dsf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority HavingJurisdictic)n. Base sheet: Soprema sopra-G or Modified sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Builts/A HT TU underlayment, self-adhered. Exterior Research and Design, LLC. Certificate of Authorization us03 6" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (BOO) 516-1485 Evaluatlon Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/2 5/2017 Page 4 of 6 TRINITY ERD 5.6.4.1 5.7 5.8 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table |A. Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30rdays after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2C)12 (04-12)): When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as foHows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE ulvllTATIONS FOR DIRECT-DECK TILE INSTALLATloNS )IUnderlayment, Tile Profile Staging Method MaximumSlope Tri-Built S/A HT TuUnderlayment Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Lugged Max.10-tile stack (bottom 2-tile stack 6:12shall be inverted, followed by 8 tiles high on slope, as shown below) T'¥t',`J`':-.-'.T>`:'.,_::- .a '`-fy'v-¥I.",\.,,.,f;.3 :Z*.. !H ,./?s±f.;fit.'uri`=.apfe.:`:--,.-,--:I,.,:..,,-;:,;:Sji,;:1i'.,i.:.-::;i,;i,`,,`;, ti" , rJ`.# ur •, , , ,x _+. I , • £.. - I -,.i,Tti_`,A Exterior Research and Design, lLC. Certificate Of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION TRl-BUILT Roof underlayments; (BOO) 516-1485 Evaluatlon Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page S of 6 6. I NSTALLATION : 6.1 TRl-BulLT Roof Underlayments shall be installed in accordance with TRl-B published installation requirements subject to the Limitations set forth in specifies noted below, 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Swe to remove any dust and debris prior to application, and prlme the substrate (lf 6.3 Tri-Built Sand-R SA Shin le Underla Tri-Built S A HT TU Underla TRINITY ERD ILT Materials Group, LLC Section 5 herein and the p the substrate thoroughly pp,icable). or Tri-Built Smooth HT S Underlavment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 uhderlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 _Non-Tile apolications: While priming is optional, TRI-BUILT Matei.ials Group, LLC recommends primihg the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 I ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible, Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand-press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, con figured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertica' seams in the course below, sealed in accordance with TRl-BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BulLT Materials Group, LLC recommends back-nailing in the overlap area at the top of the sheet at 12-inch o,c. For VaHeys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Aoplications (Tri-Built s/A HT TU underlavment onM: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications, reference is made tct Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April Z012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRl-BulLT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC -QUA9625; (314) 578-3406; k.chancellor@us.ul.com -END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certif -icate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVAIUATloN TRI-BUILT Roof Underlayments; (800) 516-1485 Evaluatlon Report A42960.10.12-R6 FL16048~R6 Revision 6: 09/25/2017 Page 6 of 6 Product Approval USER.. Public User 2n2ductLAQprova! Menu > Product or AQp!ication Search > 4Ba!ifa!iga_±is± > Application Detail FL# Application Type Code Version Application Status Comments Archjved 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 Certlfled By FL18355-R4 Revision 2017 Approved TAMKO Building Products, Inc, PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerrLeden@tamko.com Kerri Eden kerrLeden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerrLeden@tamko.com Roofing Asphalt Shingles Evaluation Report from a Flor.Ida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 UL LLC 10/18/2021 Locke Bowden P.E. Validation Checklist - Hardcopy Received I FL18355 R4 Col TBP15001.4 2017 FBC Eval Rep)ort Shingles.final.Q2ff AirprovedTestingLab FL18355 R4 Equiv UL letter for standards for FBC 2017,Qd£ Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL# 18355.1 Method 1 Option D con.5/2:OT] 09/TJ12:OLJ 10/08/2017 12/12/2017 Model, Number or Name Description Glass-Seal, Elite Glass-Seal, ASTM D 3462 asphalt shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Approved for use in HVHZ: Yes Approved for L]se outside HVHZ: Yes Impact Resistant: N/A Deslgn Pressure: N/A Other: See evaluation report for limits of iise. and hip and ridge shingles Installation Instructions IftErfuE#p2Qaijibmgtes ¥:::f::€3Y:I:::::TdeRntp+,he,:t]PpEa.#;:s Evaluation Reports E±|8355 R4 AE TBP15001.4 2017 FBC Eval Report Shingles finaLp2df Created by Independent Thircl Party: Yes ill iE Contact Us :: 2601 Blalr Stone Rcrad, TallchasBee FL 32399 Ptione: 8SO-487-1824 Tt`e State Of Flortda ls an AA/EEO e]iiployer. £Qrmiqht 2007-2013 St]te of Florlda, : : £th[aqr St]tement ; : Actedbtllty Statement ; : Rchjnd SfatetTient Uncler Florida law, emau addresses are publie records. If you do not want your e-mail address released jn response to a public-records request, do not Send electronie ma„ to this entity. Instead, Ccmtact the office by phone or by traditional mail. If you have ariy questions, please contact 850.487.1395. *Pursuont to Section 455.275(1), Flonde Statutes, effecti\/e October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emats provlcled rrray be used for official communication wth the lieensee, However errrail addresses are publie record. If you do r`ot wlsh to supply a personal address, please pro\;ide the Department with an email address whlch can be macle available to the public. To determine if you are a licensee unc!er Chapter 455, F.S., please click ±£r1. Product Appro`ral Accepts: EE E EEE} E EE Credr CF.rrlSafe Cert.Ificate of Auth TE=CHREgcAL SEFavICESO LLC EVALUATION REPORT FLORIDA BUILDING CODE rization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 6" EDITloN (2017) Manufacturer:TAMKO BUILDING PRODUCTS 220 West 4th Street Joplin, MO 64801 (417) 624-6644 Manufacturing plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: ScOpE UL LLC (QUA9625) Issued September 25, 2017 Category: Subcategory: Code Sections: Properties: REFERENCES Roofing Asphalt Shingles 1504.1.1,1507.2.5,1507.2.7.1,1523.6.5.1 Physical properties, Wind Resistance, Wind Driven Rain Enfty PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) uL LLC (TST9628) uL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) uL LLC (TST9628) Technologies (TST5878) Technologies (TST5878) Technologies (TST5878) Technologies (TST5878) Technologies (TST5878) Technologies (TST5878) Technologies (TST5878) Technologies (TST5878) Technologies (TST5878) Technc}logies (TST5878) Technologies (TST5878) Technologies (TST5878) Technologies (TST5878) Technologies (TST5878) Report No. TAP-043-02-01 TAP-051-02-01 TAP-054-02-01 TAP-114-02-01 TAP-117-02-01 TAP-130-02-01 TAP-131-02-01 TAP-165-02-01 TAP-280-02-01 TAP-303-02-01 TAP-307-02-01 TAP-314-02-01 Rev 2 TAp-315-02roi TAP-317-02-01 02NK9507 04NK24366 05NK28006 06NK03898 08CA59132 09NK07896 10CA50498 10CA64882 11 NK14014 12CA24551 4786110543 4787043752 4787148748 CREEK Technical services LLC (ANE11669) TBP15001.3 TBP15001.4 FL18355-R4 Standard TAS 100 TAS 1 00 ASTM D 6381 TAS 100 ASTM D 3161 Year EPEE 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 2008(2013)el 1995 2016 ASTM D 3462 2010A ASTM D 6381 2008(2013)el UL 2390 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A ASTM D 3161 2016 ASTM D 3161 2016 ASTM D 3462 2010A ASTM D 3462 2010A ASTM D 3161 2016 ASTM D 3161 2016 ASTM D 3462 2010A ASTM D 3161 2016 ASTM D 6381 2008(2013)el ASTM D 3161 2016 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A Calculations 2017 Pao© 1 Of 1 1 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of ar`y product changes or quality a§§urance chang©3 throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use` or other product attributes triat are not specifically addressed herein. eFREEK TECHNICAL SE:RVICES, LLC PRODUCT DESCRIPTION Elite class-Seal® (Frederick, Joplin & Tuscaloosa) GlassLseal (Frederick & Tuscaloosa) Glass-Seal (JOplin) Heritage® (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage® Premium (Dallas, Frederick, Phillipsburg & Tuscaloosa) Heritage® Premium (Frederick) Heritage® Vi ntage® (Phillipsburg) Heritage® Woodgate (Dallas & Frederick) Heritage® Woodgate (Frederick) Hip and Ridge Shingles (Frederick & Joplin) Vintage® Hip and Ridge (Phillipsburg) TBP15001.4 TAMKO 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class asphalt shingle with fiberglass mat coated on both sides with asp ceramic granules complying with ASTM D 3462. 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class asphalt shingle with fiberglass mat coated on both sides with asp ceramic granules complying with ASTM D 3462. 12-1/4" x 36'', ASTM D 7158, Class H self-sealing, 3-tab asphalt mat coated on both sides with asphalt and surfaced with cerami with ASTM D 3462. Shingles shall be used in the non-HVHZ_ojrty. 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 715 reinforced, laminated architectural asphalt shingle surfaced complying with ASTM D 3462. 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 715 reinforced, laminated architectural asphalt shingle surfaced complying with ASTM D 3462. 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H ilaminatedarchitecturalasphaltshinglesurfacedwithmineralgrASTM D 3462. ulLDING PRODUCTS Asphalt Shingles H self-sealing, 3-tab alt and surfaced with H self-sealing, 3-tab alt and surfaced with hingle with fiberglass granules complying Class H fiberglass ith mineral granules Class H fiberglass ith mineral granules fiberglass reinforced, nules complying with 17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class Hl fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated archjtectural asphalt shingle surfaced vyith mineral granules complying with ASTM D 3462. I 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. , 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. FL18355-R4 I Page 2 of 1 1 This evaluation report is provided for State Of Floiicla product approval under Rule 61G20-3. The manufacturer shall notify CF`EEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CE3EEK TE:CHNICAL SERvicES` LLC INSTALLATION TAMKO UILDING PRODUCTS Asphalt Shingles Elite Glass-Seal® (Frederick, Joplin & Tuscaloosa) & Glass-Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) #ng NailingA" TBP15001 `4 Basic Wind Speed (Vu|t): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: lnstallat.Ion (HVHZ): Max.194 mph Max. 150 mph ln accordance with FBC requirements; Solidly sheathed min.19/32 in. plywo new construction; Min. 15/32 in construction. In accordance with FBC requirements: Solidly sheathed min.15/32 in. plywo new construction; Min. 7/16 in. OSB e ln accordance with FBC requirements 2:12 and in accordance with FBC re the manufacturer's application instru shingles at slopes greater than 21 :12. Installed with 5-1/8 inch exposure in 115 and manufacturer's published in Shingles shall be attached using "6 below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in requirements and manufacturer's instructions. Shingles shall be attach Pattern" or "6 Nail Pattern" detailed b PIAILS \\ But Edge Figure 1. Elite Glass-Seal & Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS \.\ Butt Edge Figure 2. Elite Glass-Seal & Glass-Seal 6 Nail Pattel.n FL18355.R4 d or wood plank for plywood existing d or wood plank for isting construction. uirements. Refer to tions when installing ccordance with RAS tallation instructions. ail Pattern" detailed ccordance with FBC ublished installation d using either "4 Nail Page 3 Of 1 1 This evalilation report is provided for State Of Florida product approval under Rule 61 G20-3. The manufacturer shall notlfy CREEK Technical Services, LLC of any product changes or quality assurance changeg throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation` recommended use. or other product attributes that are not specifically addressed herein. GEaEEK TECHNICAL SE:RV!CES` LLC Heritage® Basic wind speed (Vuit): (Dallas, Frederick, Joplin, Basic wind speed (Vasd): Phillipsburg & Tuscaloosa) Deck (HVHZ): & Heritage® Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): & Heritage® Woodgate (Dallas & Frederick) TBP15001`4 Underlayment: Min. slope: Installation (HVHZ): TAMKO Max.194 mph Max.150 mph ln accordance with FBC requ.irements: Solidly sheathed min.19/32 in. plywo new -construction; Min. 15/32 in. construction. In accordance with FBC requirements; Solidly sheathed min.15/32 in. plywo new Construction; Min. 7/16 in. OSB e ln accordance with FBC requirements. 2:12 and in accordance with FBC re the manufacturer's application instru shingles at slopes greater than 21 :12. Installed with 5-5/8 in. exposure in a 115 and manufacturer's published in Shingles shall be attached using "6 below. Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in requirements and manufacturer's instructions. Shingles shall be attach Pattern" or "6 Nail Pattern" detailed be 1±1+I I+ 12-1;2H+ 12-ar8n +-12-1f2u+I +1" Figure 3, Heritage®, Heritage® Premium, and Heritage® Woodgate ( 4 Nail Pattern (non-HVHZ only) FASTENEP§ EXPOSUF=E 5 7.1;2iitr 7i#8iLtr 7.1 FL 18355-Ft4 UILDING PRODUCTS Asphalt Shingles d or wood plank for plywood existing d or wood plank for isting construction. uirements. Refer to ions when installing cordance with RAS tallation instructions. ail Pattern" detailed ccordance with FBC ublished installation d using either "4 Nail OW. ILZONE MMON ND 5-5/all allas) 5/Sll Page 4 Of 1 1 This evaluation report is provided for State Of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC Of any product changes or quality assurance changes throilghout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use. or other product attributes that are not specifically addressed herein. GEREEK TECHNlcAi. SEFav!cEs, LLC 1:L| +.w2'+.it2ItrLar8i!+I+7-i&i].I+7-i#]L.I Li '' Figure 5. Heritage® Woodgate 6 Nail Pattern -12-1/2" -- TAMKO -12-1/2" .1 ------ +1"il"l< ``/' FASTENEF`S•,,' \\\\\\+ umTh Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodga Alternate 6 Nail Pattern EXPOS5-5/SI, ACCEPTABLE FA§TE NE a LOCATION DO NOT FASTEN ALONG EDGE OFCOMMON BOND PPIEFEPIPIED FASTENEFI LOCATION Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as de TBP15001.4 FL18355-R4 BUILDING PRODUCTS Asphalt Shingles E/ BOND ommon Bond All ZONE DGE OF 0MMON OND cribed above Page 5 Of 1 1 This evaluation report is provided for State Of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installatlon, recommended use, or other product attributes that are not specifically addressed herein , C:EREEK TECHNICAL SERVICES, LLC Heritage® Premium Basic wind speed (Vuit): (Frederick) Basic wind speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): TAMKO Max,194 mph Max.150 mph ln accordance with FBC requirements; Solidly sheathed min.19/32 in. plywo new construction; Min. 15/32 in construction. In accordance with FBC requirements: Solidly sheathed min.15/32 in. plywo new construction; Min. 7/16 in. OSB e ln accordance with FBC requirements. 2:12 and in accordance with FBC re the manufacturer's application instru shingles at slopes greater than 21 :12. Installed with 5 in. exposure in acco and manufacturer's published ins Shingles shall be attached using "6 below. Installation (Non-HVHZ): Installed with 5 in. exposure in a requirements and manufacturer's instructions. Shingles shall be attach Pattern" or "6 Nail Pattern" detailed b Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern TBP15001,4 FL18355~R4 UILDING PRODUCTS Asphalt Shingles d or wood plank for plywood existing d or wood plank for isting construction. uirements. Refer to tions when installing ance with RAS 115 llation instructions. ail Pattern" detailed cordance with FBC ublished installation d using either "4 Nail Page 6 Of 1 1 This evaluation report is provided for State of Florida prod`u-6-i -approval--und-er Rule 61 G20-3. The manufacturer shall notify CREEK Technica' Services, LLC of any product changes or quality assurance changes throughout the duration for which this report ls valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKopulLDkNPGh:tis:i::I:SCEREEK TECHNICAL SEF!V!CES, LLC Heritage® Woodgate Basic wind speed (Vuit): (Frederick) Basic wind speed ovasd): Deck (Non-HVHZ): Underlayment: Min. slope: shingles at slopes greater than 21 :12. Irrstallation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's Published installation instructions. Shingles shall be attach€id using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. g%irif8#EOND lil+ + ii" +12-ar8''+- 11" I+1 I+1'] Figure 10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) ilill+I I+ a-w2»++gdi«ill+L3+ g-ira" -1 I-ill Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern B€':E8IEOND TBP15001.4 FL18355-R4 Page 7 of 1 1 This evaluation report is provided for State Of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Techr`ical Services, LLC Of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply wamamy, installation, recommended use, or other product 8ttrlbutes that are not speclfically addressed hereir`. This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall nctfty CREEK Technical Services, LLC Of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKOFulLDkNPGh:,?S:i:gi:S ln accordance with FBC requirements; Solidly sheathed min.19/32 in. plywo new construction; Min. 15/32 in construction, ln accordance with FBC requirements; Solidly sheathed min. 15/32 in` plywo new construction; Min. 7/16 in. OSB e} In accordance with FBC requirements. 2:12 and in accordance with FBC requ Installed with 5-1/8 inch exposure in FBC and manufacturer's published in The direction of the exposed end sh prevailing wind. d or wood plank for plywood existing 3d or wood plank for listing construction. irements. accordance with the 5tallation instructions. all be away from the CREEK TECHNICAL SERVICES, LLC Hip & Ridge Basicwind speed (Vuit): Max.194 mph (Frederick & Joplin) Basic wind speed (Vasd): Max.150 mph Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: Diroctio+£fprevalllngwlnd Figure 1 Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.4 FLia355-R4 Page 9 of 1 1 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report ls valid. Thls evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addre§§ed herein. GREEK TECHNICAL SERVICES. LLC Vintage® Hip & Ridge Basic wind speed (Vuit): (Phillipsburg) Basic wind speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underiayment: Min. slope: Installation: TAMKO Max.194 mph Max.150 mph ln accordance with FBC requirements; Solidly sheathed min.19/32 in. plywo new construction; Min. 15/32 in construction. ln accordance with FBC requirements Solidly sheathed min.15/32 in. plyw new construction; Min. 7/16 in. OSB e ln accordance with FBC requirements 2:12 and in accordance with FBC req Installed with 5 inch exposure in ace and manufacturer's published installa direction of the exposed end shall prevailing wind. DlreetlojEfprevailihgwind Figure 1 Figure 2 1/4,,Figure 3 Figure 15. Vintage® Hip a Ridge (Phillipsburg) TBP15001.4 FLiee55-R4 UILDING PRODUCTS Asphalt Shingles d or wood plank for plywood existing d or wood plank for isting construction. irements. rdance with the FBC ion instructions. The be away from the Page 1 0 of 1 1 This evaluation report is provided for State Of Florida product approval under Rule 61G20.3. The manufa Technical Services, LLC of any product changes or qualfty assiirance changes throughout the duration for This evaluation report does not express nor imply warranty, installation, recommended use, or other prod specifically addressed herein. tuner shall notify CREEK hlch this report ls valid. ct attributes that are not TAMKOLIMITATIONS UILDING PRODUCTSAsphaltShingles 1 ) Fire classification is not within the scope of this evaluation.2)TheroofdeckandtheroofdeckattachmentshaHbedesigned by others to meet theestablishedforcomponentsandcladdingandinaccordancewithFBCrequirements.3)ThemeanroofheightshaNberestrictedtoamaximum33ftintheHVHZ,4)ClassificationtoASTMD7158appliestoexposurea&Cwithabuildingmeanroofhei5)Decksubstratesshanbeclean,dry,andfreefromanyirregularitiesanddebris.AIlshallbecheckedforprotrusionandcorrectedpriortounderlaymentapplication.6)ShinglesshaMbeinstalledstartingattheeaveinhorizontallayerssuchthatthelaps inimum design loadshtof60-ftorless.astenersinthedeckshedwaterfromthe deck`7)Installation of the evaluated products shaH comply with this report, the FBC, anpublishedapplicationinstructions.Wherediscrepanciesexistbetweenthesesource the manufacturer's,themorerestrictive and code compliant detail shall prevail.8)Allproductslistedinthisreportshallbe manufactured under a quality assurance progr in in compliance with Rule 61 G20-3.COMPLIANCESTATEMENT :::e:r:8uEC:;t]:Xa('2ug;;iahse:eJrdebnyc:::::hryeFefeprr:::t;dpd:cJ:Veent8esTB#r:iegyct:::I:ann::#: the Florida Buildingufacturer.7..09.251:41'00' 20111:i----:-i----:,,,--_:-:-:-_---:__-_--i----_::_-:-i::_--__-_:i::-__=-_=i__i:_:CERTIFICATIONOFINDEPENDENCE CREEK Technical Services. LLC does not have, nor will it acquire, a financial interest in any company rna ufacturing or distri butingtributingproductsunderordistributingproductsapprovalprocessofthePage11Of11 products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or di this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturin under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the prodl,ct. END 0F REPORT TBP15001,4 FL1835§-R4 This evaluation report ls provided for State Of Florida product approval under Rule 61G20-3` The manufa tuner shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes tnroughoiit the duration for hich this report ls valid. This evaluation report does not express nor imply warranty, Installation, recommended iise, or other prodct attributes that are notI specifically addressed herein.