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Home My WebLink Aboutbuilding permitAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 04/27/202o planning and Development Services Building and Code Regulation Division 2300 Virginicl Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Permit Number: Building Permit Application Commercial Residential x PERMITIYPE:reroof - Bi`© Address: 6031 Adonidia p| Property Tax lD #: Site Plan Name: Project Name: 3410-503-0340-000-7 Lot No.2 BIock No. L reroof shingle to shingles peel and stick underlayment fl-10674 shingles and fl-16048 underlayment 5/12 pitch 2800 SF Additional work to be performed underthis permit -check all that apply: Mechanical Gas Tank Gas piping Shutters Windows/Doors Electric Plumbing _ Sprinklers Generator Roof Total Sq. Ft of Construction: Cost of Construction: S 10250.00 Sq. Ft. of First Floor: 5 pitch Utilities: Sewer _ Septic Building Height: ` I -.,.`,` '-,' '``/i-,i-: ,` r +•ri . <-`,, i,•-,,,,`)`}'-",1=,:.,:,,`-,f,Yl`;(i-..:-`-i.-,I/`=,.,,:,),-,,-,`-.,',)I.\`,„`''-,-'-jT'-!^,,i,,..;+l-;.,,`,,,|(,;.-`.,'r,,,`-\.i.,`-",i:,`'-`.I+:`.'<;,,v.,6z,i`:-',,`,,`,,-::;.`-;.i-`,-;,;:`i,,I,-.\`r:,.`1'--- ;_;,,,?-`'(' r):, --,;, ``.-:,?='`` TFTTTh\ J,,,^u ,,, . Y , , i ``: th? ,`iJ±. h+`r,^`t.,'.,+' i.I.:f,{,\``y :':\`,`vy`,b..`i`:I,.j;.,',.,\\^v»v ;`,:./rl\ , J,I.>` /,'?, `\` ;. `?t<` ti zl:.`~,~`/`1.':`,`'.r`' ;',,`,\r`\"r,''/+l'¥`,t`.),--=-.i'd;-\`,-(*,.i,.-,.I :|`RTE: :.{`,,-*.:i,,-Z!r`,:.,-,`>,.`'`',``'.I,(,1> ,=1^ '`)'it c+,YciA:>`' .`=„ '\.` \ `r, .`. )``/I ;:\ ,8 /\ `¥ ,. `,r` `,',',; {< ..: , `, r.£' : ±\ I, {``.`.,/..I,\1 I ,i ' I.¢:`J _`| `\Z ```\\`>i:I+l{``Z,I,'\ \ ;`.;A I ,. ; J' I;;`\? '1 '`\.; `< v r' , / `#St`I,J`.:.I,¢.;`'.';I,,..:i-.`.,,':i,I) I,``.I-;.),`\,I,.(1,\f``,.j,`,i/!,;```.`,`'_``+?...,ji.-r`,>`*,`*{`.,-I:-:":ti!;;`:/i::,i?,,Ti\`?i=•,,;,A:,.,,.,,.,:,,-,`,il,,,>,,,,,,",,,,,\,,,i'-`;,,I,-,,.,.r',i-:,J.`,,-,,~,-,`•;wtl.,.{^,A-,.` I \.},,`h,.`\,` ,, `,? I.i,i;(-,.;;\,, `;`\\\`,,.'` Namepaul MCDaniel Name: roland wiley Address:6031 Adonidia PL Com an .Shoreline roofing city: ft pierce State:Address: 1973 Sw Glendale st zip code: 34982 Fax:city: port st lucie state:fl Phone No.zip code: 34987 Fax: E-Mail:Phone No772-260-9565 Fill in fee simple Title Holder on next page ( if different E_Maiishorelineroofing@yahoo.com State or County Licenseccc1331170from the Owner listed above) lf value of construction is $2500 or more, a RECORDED Notice of Commencement is required. If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required. c= pplicable u DESIGNER/ENGINEER: _ Not A MORTGAGE COMPANY: Not Applicable N.Name. Add.Address.City: State: -•city, State: - Zip: Phone Zip: Phone, FEE SIMPLE Tl TLE HOLDEn:_ Not Applicable B0NDING COMPANY: Not Applicable N.Name. Add.Address. C.t.Cit. Zip: Phone:Zip: Phone: OWNER/ CONTRACTOR AFF lDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. 1 certify that no work or .Installation has commenced prior to the issuance of a permit. #LLc:hcj!::?iT:n:t!:#c:w:,:i,:a?wy::ahpp;a:iu:Fn#:tL3:5h;aE;#arsgst£,:ota#n?i:o:n:tr#t#aa#:o#zi:te!d:ip.;:a#nj#e3s!##i8n%ua#:I.#:r#8a:pgpriyttriubi{usruech ln consideration of the granting of this requested permit,I do hereby agree that I wiH, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following build in8 permit app ications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use ``W^RNlhlc T0 0YYNER: YOUR FAILURE T0 RECORD A l`10TICE 0F COMMENCEMENT MAY RESULT IN YOUR P^YINC TWICE FOR IMPROYEMEN Ts TO youR pFropEfITy. A NOTicE OF COMMENCEME ur MusT BE RHcORDED AND POSTED ON THE JOB SIT E BEFORE T HE FIRST iNspECTION, iF you iNTEND TO OBTAIN FiN^Noine, coNsuLT w]THmuR LENDER OR AN ATTORNEy BEFORE RECORDING YOULB NOTICE OF COAOMENCEMENT."rj L=i fi i,L» Signature of owner/ LesseEi{€eSractor as Agent for owner Sigfiature of contractor/Lic -e Ho-er §bAUTNE£FOFFL°ENmhjfu ibAUTNET%FFLounedin The forgoing instrument was acknowledged before me g instrument was acknowledged before meivofac'enrlNnd\l\'hat is|jihdayof mav ,2oio by Onnd iALha Name of person mak-ing statendBht.Name of person making staterfu3nt. Personally KnowTypeofldentificProduced nation 8gr ocfe'£ent'ficat!°n €:;iffl{{±N8;a;Y;P;:m!#::n.;S:t,:8n§E°!%E:Ir r3 a 01J II|,--dllll-Ill-. ( (Signature of N€}Fry public-State of Florida )(SignatureCommissio nofNg€Ty6u\b6c2t£3;arid;s,ea,,commission No.ee\C)2%, fi (seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGFTATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATERECEIVED DATECOMPLETED RIR!N . Z|7 I T£ ShoroLlno Roofing LLC 1973 SW Glendale St. Port St. Lucie, FL 34987 US shorelineroofing@yahoo.com shorelineroofingfl.com Estimate ADDRE8§ Paul MCDaniel 6031 Adonidia PI Ft Pierce, Fl 34982 ShoreLine Roofing L.L.C. qaRE5REEREgr Lic©no6#1 331 170 ESTIMATE # 2840 DATE 05/06/2020 ACT!\/Fry Shlngle Reroof:Shlng]es D[m®nslonal Bemoval and disposal of current shingle roof system down to plywood Re-nail all plywood decking using 8D rink shank nails to current local code Include two (2) sheet Of plywood replacement Install Upgraded peel and stick underiayment ,nailed to code using plastic caps and or tin tags Install all accessory metals,including but not limited to:drip edge,valley,L metal,wall metal, etc. Install new 30yr Dimensional Shingles (Antique Silver) Includes installation of new pipes and vents at existing locations Includes all roof permit fees and removal of all roofing debris upon completion with daily clean-up includes a five (5) year No Leak and Workmanship Warranty and any applicable Manufacturer's Warranties,upon receipt of final payment Paxp®nt Schedule This proposal becomes a contract upon signing 3oo/o Acceptance Deposit 4oo/o ln-Progress Payment 30o/o Payment is due when wori{ is completed Additional sheets of Plywood is $55.00 per sheet Homeowners are responsible for the removal and installation TOTAL OTY BATE AMOUNT 10,250.00 10,250.00 0.00 0.00 $10,250.00 •#-I¥s,I:.;i-....`,.;?.:...,....:.,``\`.ilI;i:.:.i::.*..i:,-.`f.,.,:.::...:i....`:.-i ProdLict Approval USER: Public User FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluatlon 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 Sectlons from the Code FL16048-R6 Revision 2017 Approved Trl-Built Materials Group, LLC P0 Box 70 Rutherferd, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com David Rulz david.ruiz@tribuiltmg.com David Ruiz 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribulltmaterialsgroup.com 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 OJ/±812:02:0 John W, Knezevich, PE :v' Validation Checklist - Hardcopy Received FL16048 R6 Col 2017 01 Col Niemjnen.Ddf Standard ASTM D1970 ASTM G155 FM 4474 FRSArRI April 2oi2 (o4-12) UL 1897 Product Approval Method Date Su bmitted Date Validated Date Pending FBC Approval Date Approved Method 10ption D O9|2:5/2fJLJ 10/01/2017 10/03/2017 T2/r2PjJLJ Summary of Prodiicts FL#Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self-adhering, modified bitumen roof underlayments Limits of use Installation Instl.uctions Approved for use in H VHZ: No FL16048 R6 11 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes BulLT UNDERLAYMENTS FL16048-R6.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam-on tile systems overtop the self-adhering FL16048 R6 AE 2017 09 FINAL ER TRI- underlayment for one pa rticular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6.Ddf 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. EE± Contact Us : ; 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State Of Florida is an AA/EEO employer. CoDvriaht 2007-2013 State Of Florida. ; : Privacy Statement : : Accesslbilitv Statement : : Refund Statement UndeLrin:Tif#th%Wdr€;#n++#cona£#;'ffii:##yn°euodr°b?i+#i:hyL++gi#'y3€#:i:e#;#s#o:i#L\=:tot&P#u#8-5To#i#u.¥hdfj:ffti:'|i#|#r°nie 455.275(1), Florlda Statutes, effectlve October 1, 2012, llcensees lkensed under Chapter 455, FS. must provide the Department wlth an emall address lf they have one. The emajis provided may be used for official communication wth the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the publlc. To determine if you are a licensee under Chapter 455, F.S., please ctick hg[g.. Product Approval Accepts: RE RE EEEE RE EE Credit CardSate `\`5\^TRIN|ttiERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 TRl-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Date of lssuance: 10/25/2012 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. ADVERTlsEMENT: 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. Florida Regl.stration No. 59166, Florida DCA ANE1983 .t-..;i?t5¥i:i;:.:;sS:-;f§§fRE;-_ €~-..i;5;S;,,;;;-;;{`+ff5`:;`iE.`=S The facsimile seal appearing was authorized by Rcibert Nleminen, P.E. on 09/25/2017. Thls does not serve os an electronically signed document. CERTll:lcATION 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 not owned, operated or controlled by any company manufacturing or 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 fo r that purpose. ( 1..`,./ TRINITY [RD Compliance Statement: TRl-BUILT Roof underlayments, as produced by TRl-BUILT Materials Group, LLC, have -_--_-_®-` , . demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Roofing Underlayment ROOI:lNG COMPONENT EVALUATION : 1. ScOpE: prod uct Category; Sub-Category: 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: EEfty 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 \^/eathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical 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 G155 ASTM D1970 FRSAITRI 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 S40540.10.14 SC7645.02.15 SC8520.04.15 SC14045.05.17-RI M ultiple-Listing R16814 Service Confirmation Qats onN8|2:or3 11/19/2013 cei2f>n:f]LA 04Nh|2:014 04ion.n:f]iA 04/ronfjLA 04/10/2014 05/14/2014 05n:8/Tf]L4 coi3in:O+4 C12|T3|2:Ou5 ciF, n] n!fjus or>/rJil|2f)T] 12/10/2015 Exp.rJii|T8n:flirf] 4. PRODUCT DESCRIPTION: 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, ncin-woven polyester fabric surfaced, SBs modified bitumen roof underlayment; meets ASTM D1970 and FRSAITRI 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. LIM ITATIONS: 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 project 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-BUI LT Roof underlayments; (800) 516-1485 Evaluatlon Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 2 of 6 TRINITYtRD 5.4 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, Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS ) Underlayment AsphaltShingles Nail-On Tile Foam-On Tile Metal Wood Shakes&Shingles Slate Tri-Built Sand-R SA ShingleUnderlayment Yes NO No No Yes Yes Tri-Bullt S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/AUnderlayment Yes No No Yes Yes Yes 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE1A:ALLOWABLETIL'EADHESIVE/uNDERIJ"ENTCOMBINATldNS] Adhesive Florida Product Approval Under]ayments 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 Underiayment or Ti'i-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 Materials 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 I ation : 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-Fiber Roof Board. 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 Authorlzatio n #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A4Z960.10.1Z-R6 FL16048-R6 Revision 6: 09/25/2017 Page 3 of 6 TRINITY [RD 5.6.3 Bond to Mechanically Attached Base Laye_r: Tri-Built Sand-R SA Shingle Underlayment, Ti'i-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: > ASTM D226, Type I or 11 felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foamron tile systems ITri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 \Mnd Resistance for underla\rment svstems in Foam-On Tile Aoolications: FRSA/TRI 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 direct-deck underlayment systems that are not addressed in FRSA/TRI Aprn 2012 (04-12) and are used in foamron 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.O 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: TrLBuilt s/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. #4 Maximum Design pressure=-60.Opsf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Ju risdiction . 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-Built s/A HT TU underlayment, self-adhered. Exterior Research and Design, LLC. Certoficate of Authorization #9803 6" EDITION (2017) FBC NON-li-VHZ EVALUATION TRl-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A4Z960.10.1Z-R6 FL1604S-R6 Revision 6: 09/25/2017 Page 4 of 6 •. `,._,/ TRINITY I RD 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 Z012 (04-1Z), Appendix A, Table lA. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANsl/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing AApplication Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in 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 Smcoth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. Tile SlipDage Limitations (TAS 103 oer FRSA/TRI ADril 2012 (04-12)): When loading roof tiles on the underlayment in directrdeck tile assemblies, the maximum roof slope shall be as follows, These slope limitations can only be exceeded by using battens during loading of the roof tiles. i TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATloNS Underlayment Tile Profile Staging Method MaximumSlope Tri-Built S/A HT TUUnderlayment Flat Max. 10-t e stack 6:12 Lugged Max. 10-t e stack 5:12 Lugged Max. 10-tshallbeinvOn ile stack (bottom 2-tile stackerted,followedby8tileshighslope,asshownbelow) 6:12 REes,wh :::,:;i;.;i;;;ffl# r:`,'`h,fl?.-•"RE's'{.i -.I ,,I- :., +I;i; . , ,- + :\ `t`'` i, , a -,.,i:,- ;:;-;,,.,:,.:::;;I;§:I; a-1,-~;,````- ife, . . ,. ,- '. I#*~Tess.,`t``r,'.`.,`^_EE I /Jexv``- f:%-•= I.,* ^1 1-h- .I Ip +L, € ,.::I,r +`t`;,,i:;t;i lr`(,`t`' \`r',2rrs,4S -.,,-,`gse Exterior Research and Design, LLC. Certificate Of Authorization us03 6" EDITION (2017) FBC NON-HVHZ EVALUATION TRl-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 5 of 6 :A;TRiNirv;;ERD 6. INSTALLATION : 6.1 TRI-BulLT Roof Underlayments shall be installed in accordance with TRl-BUILT Materi.als Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri-Bulrt sand-R SA shlnRl. Und®r[.vment, Trl-Bullt s/A HT TU under]avment or Trl-Bullt smooth HT S/A Underlavment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile aDDlications: While priming is optional, TRl-BUILT Matel.ials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. 6.3.3 Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 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 vertical seams in the course below, sealed in accordance with TRl-BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys 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. Tile ADDlications ITri-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 foamron tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI Aprl.I 2012 (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 TRI-BUILT 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: Gulf port, MS 9. QUALITY ASSURANCE ENTITY : UL, LLC -QUA9625; (314) 578-3406; k.chancellor@us.ul.com -END 01= EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorize.tion ff9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION TRl-BUI LT Roof underlayments; (800) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 6 of 6 givrdEREifeREREE3BHEEHBREzfiREffirm BasHome ' Logln i UserReglstratlon HotToplcs ( Submitsurcharge \ Stats&Facts ( Publlcatlons Product Approval USER; Public User Product Aooro\ial Menu > Product or ADolication Search > ADDlication List > Application DetaM FL# Applicatlon Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technlca I Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Cateoory Subcategory Compliance Method Florida Englneer or Architect Name who developed the Evaluatlon Report Florida License Quallty Assurance Entlty Quality Assurance Contract Explration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Ec|uivalence of Product Standards Certlfied By Sectlons from the Cocle FL10674-R15 Revlslon 2017 Approved Owens Coming One Owens Coming Parkway Toledo, OH 43659 (740) 404-7829 greg.keeler@owenscomlng.com Greg Keeler greg.keeler@owenscomlng.com Mel Sancrant 1 0wens Coming PKWY Toledo, OH 43659 (419) 376-8360 mel.sancrant@owenscornig.com ROofino Asphalt Shingles Evaluatlon Report from a Florida Reglstered Archltect or a Llcensed Florlda Professional Engineer (. -: Evaluation Report -Hardcopy Recelved Robert J.M. Nieminen PE-59166 PRI Construction Materials Technologles, LLC 01/01/2099 John W. Knezevlch, PE i+`, Validation Checklist - Hardcopy Received FL10674 R15 C012019 01 Col NIEMINEN.Ddf Product Approval Method Date Submitted Date Valldated Date Pending FBC Approval Date Approved of Products Method 10ptlon D 08/15/2019 08/15/2019 08/21/2019 10/15/2019 F|#Model, Number or Name Description 10674.1 Owens Coming Asphalt Roofing 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge Shingles and Starters shingles Limits of use Installation Instructiong Approved for use ln H VHZ: No FL10674 R15 11 2019 08 FINAL ER 0C ASPHALT SHINGLES FL10674-R15.DdfApproved for use out side HVHZ: Yes Impact Resistant: N/A Verifled By: Robert J. M. Nlemlnen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5.Evaluation Reports FL10674 R15 AE 2019 08 FINAL ER 0C ASPHALT SHINGLES FL10674-R15.Ddf Created by Independent Third Party: Yes 11 Contact Us : : 2601 Blajr Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida ls an AA/EEO employer. Coovriaht 2007-2013 St;ate Of Florida : : Pnvacv Statement : : Accesslbllirv Statement : : Refund Statement Under Florida few, email addresses are public records. If you do not want your e-mall address released ln response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditronal mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, heensees licensed under Chapter 455, FS. must provide the Department with an emaw address if they have one. The emaiis provided may be used foi. 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 wth an emall address which can be made avaifeble to the public. To determine if you are a licensee under Chapter 455, F.S., please clicl( be[g. Pi.oduct Ap|]ro`/®l Accepts: ERE Hill BEE rna EE Credit CardSate NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER Owens Coming One Owens Coming Parkway Toledo, OH 43659 ( 740) 404-7829 CONSULT CERTIFY Evaluation Report 037940.02.12-R10 FL10674-R15 Date of lssuance: 02/06/2012 Revision 10: 08/15/2019 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. DESCRIPTloN: Owens Coming Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CoNTINUED CoMPLIANCE: This Evaluation Report is valid until 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO |etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTlsEMENT: The Evaluation Report number preceded by the words '`NEMO|etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INspECTloN: 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 10. :=Re==nm=6=o~„"d:::AArvEjg83 .-=:::::`;:::[':;i:':: The facsimlle seal appearing was authorized by Robert Niemlnen, P.E. on 08/15/2019. This does not serve as an electronically slgned document. CERTIFICATION OF INDEPENDENCE: 1. NEMO|etc. 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. NEMO|etc. is not owned, operated orcontrolled by any company manufacturing or 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 NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any proj.ect on which th is Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018, NEMO ETC, LLC ©NEMO|etc. ROOFING SYSTEMS EVALUATION: Product Category: Sub-Category: ROofin8 Asphalt Shingles Compliance Statement: Owens Coming Asphalt Roof Shingles, as produced by Owens Coming, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section 1507.2.4, R905.2.3 1507.2.5, R905.2.4 1507.2.7.1, R905.2.6.1 1507.2.7.1, R905.2.6.1 EEfty Owens Coming PRl (TST5878) uL LLC (CER9626) uL LLC (CER9626) uL LLC (TST9628) UL LLC (TST9628) uL LLC (TST9628) uL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) Miami-Dade (CER1592) PRl (QUA9110) Property Physical Propertl.es Physical Properties Wind Resistance Wind Resistance Examination Declaration ASTM D1970 Physicals & Wind Resistance Physicals & Wind Resistance Physical Properties Wind Resistance Physicals & Wind Resistance Wind Resistance Physical Properties Physical Properties FBC HVHZ Compliance Qua lity Control Standard ASTM D1970 ASTM D3462 ASTM D3161 ASTM D7158 Reference Equivalency Declaration OCF-382-02-01 File R2453, Vol. 3 20120516-R2453 06CA20263 11CA34308 4786093137 4786126532 Classification letter Classification letter Various NOAs Service Confirmation Date ci8/06nf]yf3 yf)|24/2fJT] rj2/T5njjoii usNb/2I)T2 04/w8njyas CJ2N8|TOT2 on|Oi/2flLA u2Nfjn:f]iA rn./T3n!f]L4 uf)/rJ2/2:I)T5 Various 04|rlF,nfn!J 4.1.1 Starter strip shingle, Starterstrip plus and SRS Topshield starter are starter strips for asphalt roofshingles. Meets ASTM D3462. 4.1.2 Starter Shingle Roll is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS modified bitumen starter strip, nominal 7.2-inch wide x 33-ft 4-inch long roll, for use with asphalt shingles. Meets ASTM D1970. 4.2 ASPHALT SHINGLES: 4.2.1 Classic® and supreme® are fiberglass reinforced, 3-tab asphalt roofshingles. Meets ASTM D3462. 4.2.2 Berkshire® are fiberglass reinforced, 4-tab asphalt roof shingles. Meets ASTM D3462. 4.2.3 Duration®, TruDefinition® Duration®, Duration® Premium cool, TruDefinition® Duration® Designer color collection, TruDefinition® Oakridge®, Oakridge® and WeatherGuard® HP are fiberglass reinforced, laminated asphalt roof shingles. Meets ASTM D3462. 4.3 HIP & RIDGE SHINGLES: 4.3.1 Berkshire® Hip& Ridgeshingles with sealant, DuraRidge® Hip & Ridgeshingles withsealant, ProEdge® Hip & Ridge Shingles and WeatherGuard® HP Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Meets ASTM D3462, MEMO ETC, LLC Ce.rtifir.ateofAuthor{zat{on#32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION Owens Coming Asphalt Roof Shingles Evaluation Report 037940,02.1Z-ftl0 FL10674-R15 Revision 10 : 08/15/2019 Page 2 of 10 ©NEMo|etc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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. 5.2 This Evaluation Report is not for use in FBC HVHz jurisdictions. 5.3 Fire classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5,4 Wind classification: 5.4.1 The Owens Coming asphalt shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, aass F and/or AS"\/I D7158, aass H, indicating acceptable use in all wind zones up to Vasd = 150 mph (Vut = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating, Note: Classification by AS" D7158 applies only to exposure category a or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.2 Starterstrip shingle, Starterstrip plus and SRS Topshield starter noted in section 4.1.1 and the owens coming hip & ridge shingles noted in Section 4.3 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2,6.1 to ASTM D3161, Class F, indicating acceptable use in all wind zones up to Vasd = 150 mph (Vult = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Refer to owens coming published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. 6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3,1507.2,4 or R905.2.3. 6.1.3 Fasteners shall be in accordance with the shingle manufacturer's published requirements, but not less than FBC 1507.2.6 or R905,2.5. Staples are not permitted. 6.1.4 0wens Coming asphalt shingles are acceptable for use in reroof (tear-off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and published installation instructions. 6 , 2 ACCESSORY STARTERS : 6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS Topshield Starter shall comply with the Owens Coming current published instructions, using minimum five (5) nails per strip. Figure 1: Minimum Nailing, Starl:er Strip NEMO ETC, LLC Certificate Of Auth orizotio n #32455 Figure 2: Minimum Nailing, Starter Strip Plus 6" EDITloN (2017) FBC NON-HVHZ EVALUATION Owens Coming Asphalt Roof Shingles Evaluation Report 037940.02.12-R10 I:L10674-R15 Revision 10: 08/15/2019 Page 3 of 10 6.2.2 ©NEMo|etc. Installation of Starter Shingle Roll shall comply with the Owens Coming current published instructions. I:igure 3: Starter Shingle Roll 6.3 ASPHALT SHINGLES: 6.3.1 Installation of asphalt shingles shall comply with the owens Coming current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: > Berkshire® shingles require minimum five (5) nails per shingle. > WeatherGuard® HP shingles require minimum sin (6) nails per shingle. Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required Refer to Owens Coming published information on wind resistance and installation limitations. 6.3,1.1 Classic® & Supi.eme: ffETFTimtl Normal M.rts®rd or Arae p4ra Wind Arce3 High win a d®8vaneB yf\rca parL\ vientoS norrn®|es ^roco vl.ntoe fu.rto. '- .LdflAlha .1"T" ire,{B€srfu 1-11 , \ 11--I -o c-~'--,',-, I5y Expo.uro Expo&icich Figure 4: Minimum Nailing, Classic & Supreme (Sta nda rd size) NEMO ETC, LLC Certificate of Authorization #32455 I,/-I Normal lv]eneed or Ama p4ro Wirld Are lligh wind deevem3 y Aro& pan vi®nto. normales Lll.®. vl.r\to. fu.rt®s ':z,Aurf{A'\Tfa,2,:"ri. jha,{Bkdi 1- I-•--,-,.--0I `,-, I6 5/or Elim8uro Exposdei6n Figure 5: Minimum Nailing, Classic & Supreme (Metric Size) 6" EDITION (Z017) FBC NON-HVHZ EVALUATION Owens Coming Asphalt Roof Shingles Evaluation Report 037940.02.1Z.R10 FL10674-R15 Revision 10 : 08/15/2019 Page 4 of 10 ©NEMo|etc. 6.3.1.2 Berkshire®: iFT deahnd alrip /hathadsgu»Nbe11-,i--.-,-,-8y2"9y?'9V+'8MT' 1" 1`. Figure 6: 5-Nail Pattern, Berkshire NEM0 ETC, LLC Certificate Of Authorization #32455 L §cal8rt 8t)ip /Latiradosolledoro+-O+--...-O,-,-, 8 w' 8 teu 8 ife" 8 fa" 1"1",,'\1,11 Figure 7: 6-Nail Pattern, Berl(shire Seafairtstrip !La{tradeedlQder-,-,,-,-, S w' 8 fy¥' 8 1/r' 8 fy2'1" 1.,I,,-L+.+,~`I``t+IJ``-I T Asgivo\rootjngfment, C€rnei\to de t8cho de asttho Figure 8: Mansard or Steep Slope Pattern, Berkshire 6" EDITION (2017) FBC NON-HVHZ EVALUATION Owens Coming Asphalt Roof Shingles Evaluatlon Report 037940.OZ.12-R10 FL10674-R 15 Revision 10: 08/15/2019 Page 5 of 10 ©NEMo|etc 6.3.1.3 Duration®. TruDefinition® Duration, Duration®.Premium cool & TruDefinition® Duration® Desi ner Color Collection: Figure 9: Standard 4-Nail Pattern, Duration 6INail Fastening Pattern a Surehfail® fas€eniri8 area widtllNail,Tmal,"`12:'_1I11-_1T:_-i _I. _I 11 esn!Com!- st"al® `0 `dnee,Jngap,unsuro I . \ 't\o~crmifes'deieN£9 '. ,.'` 6-1/a"5ee„-•`i.i)\ +i; Figure 10: 6-Nail Pattern, Duration Fastenlng for Slopes Greater Than 21 :12 a6.ii8»5.5ro''Oquue SureNell® fa3tenfng area wlthNa'',Typlcal1"I12"II12" il" 2n I I` , 'dvetry Conth8 9utchla8®I '' ,,aEifefty038+lBAAO `\'. \ .Osepo c6+rfsho slSl¢Na!9 I . \ , (/•:`-I..-``'`..`1 i:....,i Four 1 " Spots of A8phalt Roofing Corn®nt Figure 11: Mansard or Steep Slope Pattern, Duration MEMO ETC, LLC Certificate Of Authorlzatio n #32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION Owens Coming Asphalt Roof Shingles Evaluation Report 037940.02.12-R10 FL10674-R15 Revision 10: 08/15/2019 Page 6 of 10 ®NEMO|etc 6.3.1.4 TruDefinition®Oakridge®, Oakridge®: 4 Nail Pattern Esquena Con 4 ctavos E55roEkp 1" 1'' I+ 12" -I ht-1z'Th T77 V8 pu[g. I Exposure Naii§ 5 5re" Exposure itlth de 6 5/8 pulgr Of6S-as E}apsioi6n de 5 Figure lz: Standard 4-Nail Pattern, Oakridge 6 Nail Panorn Esquona ¢o1\ 6 ¢1avos E 1"t' reF |{-t2'' --tl h+ 12'' Th-I- :LI Eta b brew ExpOsu re cry#& 5 5re" ExpO§u Expesichn de 8 5/e pulg. Expostct6n de 6 5/G pu]g. Figure 13: 6-Nail Pattern, Oakridge Fastonlrig foi. Slopes Greater Than 21 :12 i--:i SuroNall® faBIet`lng area wldihNalI,lyplca'r'|TII11_1T -'^`i 2', 11'' :' :`-I..``-.'\-=± Four 1 " SpoB Of Asplialt Roofing C®m®nt Figure 14: Mansard or Steep-Slope Pattern, Oakridge NEMO ETC, LLC Certificate Of Authorization #3245S 6" EDITION (2017) FBC NON-HVHZ EVALUATION Owens Coming Asphalt Roof Shingles Evaluation Report 037940.02.12-R10 I:L10674-R15 Revision 10: 08/15/2019 Page 7 of 10 ®NEMo|etc. as Cha £#REo¥ a„qiap frp,zrfu# #8; RE Figure 15: 6-Nail Pattern, WeatherGuard HP g#£:Etkernn6ctaves L5#:cfapede§ur5e5repulg. Nail 6 1/8. from bottom 66soiestffier¥s #€¥6:'i8di.t#a fa cunroquF#:£peun%rf####G###deipugiva Figure 16: Mansard or Steep-Slope Pattern, WeatherGuard HP 6.3.1,5 WeatherGuard® HP: 6.4 HIP & RIDGE SHINGLES: 6.4.1 Installation of asphalt shingles shall comply with the owens coming current published instructions. > Berkshire® Hip and Ridge Shingles wi.th Sea/ant and DuraRidge® Hip & Ridge Shingles w/.rh Sec7/ant require minimum two (2) nails per shingle. > WeatherGuard® HP Hip and Ridge Shingles and ProEdge® Hip & Ridge Shingles require minimum four (4) nails per shingle. Refer to Owens Coming published information on wind resistance and installation limitations. MEMO ETC, LLC Certificate of Autliorlzation #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Owens Coming Asphalt Roof Shingles Evaluatlon Report 037940.02.12.R 10 FL10674-R15 Revision 10: 08/15/2019 Page 8 of 10 ©NEMo|etc. 6.4.1.1 Berkshire® Hip & Ridge wi.th 5eo/antand DuraRidge® Hip & Ridge shingles w/.th sea/out: Figure 17: lsometric View, Berkshir.e and DuraRidge 6.4.1.2 WeatherGuard® HP Hip & Ridge shingles: Figure 19: Isometric View, WeatherGuard HP Hip & Ridge NEMO ETC, LLC Certlf icate Of Authorization #32455 Fio. B Top view iigr I,n Vi8tasuponor ]„ MallC'8Vo I • Oirms €o+ing sueNIl' . I II- •!:€ 3i.i I II 1{ ,2" Figure 18: Plan View, Berkshire and DuraRidge Fig. C Hip & Flidge Shingle Fastening TOpvlew T7"5"i Malts Halts 2„1"2„ 1"i 1' Exposure 12„ Figure 20: plan View, WeatherGuard HP Hip & Ridge 6" EDITION (2017) I:BC NON-HVHZ EVALUATION Owens Cornlng Asphalt Roof Shingles Evaluation Report 037940.02.12-R 10 FL10674-R15 Revision 10: 08/15/2019 Page 9 of 10 ®NEMO|etc. Figure 21: lsometric View, ProEdge Figure 22: Plan View, ProEdge 7.1 Labeling shall be in accordance with the requirementstheAccredited QualityAssuranceAgency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. PRI Construction Materials Technologies, LLC-QUA9110 ; [§|3| 621-5777; bwilson@pricmt,com - END OF EVALUATION REPORT - NEIVIO ETC, LLC Certlf[cate of Authorlzatlon #32455 6" EDITION (2017) FBC NON-IIVHZ EVALUATION Owens Coming Asphalt Roof Shingles Evaluation Report 037940.02.12-R10 FL10674-R15 Revlsion 10 : 08/15/2019 Page 10 of 10