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Home My WebLink AboutEVALUATION REPORT►%��%��J - RECEI-VED-- -- V EXTERIOR RESEARCH th DESIGN, I.I.C. FEB 0420119 Certificate of Authorization #9503 TRINITY 353 Christian Street ERD ST. Lucie County, Permltting Oxford, CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group, LLC Evaluation Report A42970.10.12-R2 PO Box70 FL16027-R2 Rutherford, NJ 07070 Date of Issuance:10/23/2012 (800) s16-1485 CONCEALED cn F MSD PyRevision 2: 09/25/2017 ARE E SCOPE: bNTRACTOR OR RECORD 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. The product described herein has been evalu�t�dBfNED f compliance with the 6th Edition (2017) Florida Building Code sections noted herein. 9 DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems St. LUcB COUfIty IABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUEDCOMPUANCE: 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 I 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. INSPECTION: 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 thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix. - —rKESE PLANS AND ALL PROPOSED WORK Prepared by: ARE SUBJECT TO ANY CORRECTIONS ,t �•�'•'' ,;. REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO ry?-Re.sa+ea` COMPLY WITH ALL APPLICABLE CODES. Robert J.M. Nieminen P.E. `,°` �• r+ ua�`-a.•` Tie faom esealavGeari g a,as autlaerked by 0.obercNieminen, TThhdcesmtsemasanele Florida Registration No. 59166, Florida DCA ANE1993 .;a,�3 P.LeesonS/3017. vniallysigned documeac CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I 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. Exterior Research & Design, LLC. d/b/a Trinity I 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. S. This is a building code evaluation. Neither Trinityl 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. ST. LUCIE COUNTY PLANS AND PERMIT MUST BE KEPT SITE OR NO INSPECTION(S) WILL I 1A-1 SA-2 1B 1C 1D 1E-1 1E-2 1F 2A 2B I — 2C' Wood New or Reroof (Tear -Off) Wood New, Reroof (Tear -Off) or Recover Wood New, Reroof (Tear -Off) or Recover Wood New, Reroof (Tear -Off) or Recover Wood New, Reroof (fear -Off) or Recover Wood New or Reroof(Tear-Off) Wood New, Reroof (Tear -Off) or Recover Wood New or Reroof (Tear -Off) Steel or Structural concrete New, Reroof (Tear -Off) or Recover Steel or Structural concrete New, Reroof (Tear-Offl or Recover VTRINITY A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 C Mech. Attached Insulation, Bonded Roof Cover 6 D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover I g - F Non -Insulated, Bonded Roof Cover I g + B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 C Mech. Attached Insulation. Bonded Roof Cover i o Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover ; 10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 1 11-14 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 1 14 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 115-16 4B LWIC New or Reroof (Tear -OM A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover' 1 16 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover - 1 17-19 -in wvr mew or neMOT t r ear-un) A-1 Bonded Insulation, Bonded Roof Cover .I�.._i 20 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 SC CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded'Roof Cover 22 -,SD CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover .3 -' • 22 SE CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover, G =, 22 6A Gypsum . New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 6B _ Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof CpVer 24 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover i7 } :+, 24 _ 6D ' Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Covet 24 7A : Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 - - 7B `_ Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover - - 26 -- The following notes apply to the systems outlined herein: _ 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be In accordance with FBC requirements to fire satisfaction of the Authority Having.lurl4ctlon. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. .. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: D Wood: Minimum 0.75-inch penetration. ' ➢ Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck. D Structural concrete: Minimum 1-Inch embedment Into pilot hole In accordance with fastener manufacturers published Installation Instructions. 3. Unless otherwise noted, Insulation may be any one layer or combination of polyisocyanurate, polystyrene; wood fiberboard, perllte, gypsum -based roof board or mineral -wool roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, forfoam plastic, FBC Chapter 26, when Installed with the roof cover. _ Exterior Research and Design, LLC. d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL16027-R2 ` Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 ' Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-149S Appendix 1, Page i1 of 26 15. 1_u \! TRINITY ERD Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. 'd5 %.'F:,,}n I 't#i nr%:�ti',",'al4'ia'As,w1�,',lak+an3,->37,�z�twr'7ABt 1�iRL�UIkTIRUOF,Co1%Bs''°+eT..; F .. V . 72 }� m:�+�.,*.`.r}.pr+..,,�x { 4. , ,,"$'"r;r"i cart. «. ... ...... .. i'ie.. 4i i e.rf. Reference layer Material Application BP -AA Base Ply FBC Approved ASTM D4601, Type II (Base and Ply sheets, Asphalt -Applied) HA at 2040lbs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA Cap Ply TriBuilt SBS Granular HA at 2040 Ibs/square ! (SBS, Asphalt -Applied) ! - iSBS'T Cap PI -c+M. t;p:.Y. '1=-•-.� I 7'ri6b71CS8SGrandl-- fe v (SBS:R'brpti;AppJ... Y ;• ' II t.T�o¢rc'M�pple y=.L�+r r.. '6 SBS-SA Base Ply TdBuiIt SASBS Base - - -' Self -Adhering I (SBS, Self -Adhering) Cap Ply THBuilt SA SBS Cap APP-TA Base Ply or Ply TriBullt APP Smooth Torch -Applied Cap Ply TriBulit APP Smooth, TriBuil[ APP Granular (APP, Torch -Applied) APP-SA Cap Ply TriBuilt SA APP Cap Self -Adhering (APP, Self -Adhering) 16. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A applies: y'yyVAPORBAAiIkOPT10Ni:STRUCfURAL'`�Sl(1G4f4QEflf',xA�OHEREU�INSU Option# Primer Vapor Barrier Insulation Adhesive MDP(pr sf) Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20, 12-inch o.c. -60.0 VB-2. ASTM D41 TdBuilt SA SBS Cap Self -Adhering Insta-Stik, 12-Inch o.c. -75.0 VB-3. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive, 12-Inch o.c. -157.5 VB-4. ASTM D41 TriBullt SA SBS Cap Self -Adhering CR-20, 12-Inch o.c. 7270.0 VB-S. ASTM D41 TdBuilt SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 50D or CR-20, 12-Inch o.c. 290.0 17. Dens Deck shall be field -primed with PGI00 priorto self -adhering membrane application. Refer to tables herein for other priming requirements. 18. "MDP" = Maximum Design Pressure Is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, U.C. d/b/a Trinity]ERD Certificate of Authorization #9503 6'a EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516.1485 I I Evaluation Report A42970.30,12-R2 for FL36027-R2 Revision 2: 09/25/2017 Appendix 1, Page 3 of 26 \! I KINIW J ERD .,�fi�-�iSk �".sj., ��Y.s �<y �rsh`�.�w'�Yet,�3�i 2,�WUODgECKS—.NE17VCONiTRUCt10N ERdDFY _FaR`gF�IoG;REco41¢a ,"4 kAAs,,.: ,�,.�,. nn� ,,. a1..ors.n-.:.•�}r2w�.�.C,:Se,»a'�(,ta Y.ey`idk.�`.5�.u:K,at+4.nn.rl�:.tPt.w."»,^"§,'}�dY/r'f�.._•Y?'f.:+t ,�,'-�SYSTkMTYi!F,E,y�lf�ll`INS,UtA7ED'},rylf�HAIfGAbLY1J1T`,HF,iB,,HWBONbEORtlD'F,1V;R?'•�.�,,�„,,�a;c+�'a{�y�? nsfv , ^ va Roof Cover (Note 15) System Deck (Note 1) Base Sheet MOP No. Base Fasteners Attach Base Ply Cap Ply i(psf) Min. inch Polyglass Elastobase, Polyglass Elastobase Poly, Polyglass nTeed OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-Inch lap and 12-Inch (Optional) One or ) W 1 od at plywood at max. o e MB Base, Glasbase, Firestone MB Base,1M Per ma- Roafgrip #14, Hex with Dekfart #14 two, equally spaced, staggered more BP -AA or SBS-AA, SBS- . TA APP TA 52.5 24-Inch spans Ply 28, Tamko Glass Base or GAFGLAS #75 -3 with or TruFast MP-3 with TruFast HD a center rows center APP-TA W-2 Min. 19/32-Inch plywood at max. Polyglass Elastbbase or Polyglass Dekfast Hex with Dekfasi #14 or TruFast MP- 12-Inch o.c. in 4-Inch lap and 12-Inch One or more SBS- SBS-SA, APP- Elastobase Poly with poly top surface 3 with TruFast HD o.c, In two, equally spaced, staggered SA SA, SBS-TA or ?52.5 24inth spans center rows APp TA W-3 Min. 19/32-inch plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-Inch o.c. in 4-Inch lap and -inch (Optional) One or SBS-AA, 5B5- 2 4-Inch Elastobase Poly Roafgrip #12 o.c. In two, equally spaced, staggered more BP -AA or TA APP-TA �60.0 spans center rows APP-TA W4 Min. 19/32-Inch at max. Polyglass Elastobase or Polyglass Yg yB OMG Flat Bottom Plates (square) with (q ) 12-Inch o.c. in 4-Inch lap.and 12-Inch One or more SBS SBS-SA, APP- 1 plywood 24-Inchs span Elastobase Poly with poly top surface Roofgrip#12 o.c. In two, equally spaced, staggered SA SA, SBS-TA or ?60.0• P center rows App-TA 'Y. * �� 1i�4. (l.. N''*.iABEe'FsYf)tGICi.+"tlt if+l4 �lf $c U b 1,.,r *y+'r° '•(e �"' t? "' Ottt.,F )7 P� miElt(Jp R 1 a x }(r+5�,5I�C. "'#"K�'Ye✓Ft. �erttURtiL..�tiA ..N-!,..,�S.8A4`_.Y,^r ..f... .a..h�:i 4wMFa qg��`5 �.. ��ti� ��?Y�,. 1 ir,,. �`L' System Deck Primer Roof Cover (Note 15) 'MOP Joint Treatment Base Ply Ply Cap Ply No. (psf) W-5 Min. 15/32-inch plywood at max. 24-Inch spans (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or APP-TA SBS-SA, APP-SA, SBS-TA I or APP-TA-90.D W 6 Min. 15/32-Inch plywood at max. 24-inch spans (Optional)ASTM D41 Plywood Joints are covered with 4-Inch wide strips of TriBuilt SA SBS Base, rolled Into place to create continuous bond. TriBullt SA SBS Base (Optional) SBS-SA or qpp-TA SBS-SA, APP-SA, SBS-TA of APP-TA -97.5 Exterior Research and Design, U.C. d/b/a TrmIty) ERD Certificate of Authorization #9503 Prepared by: Robert Meminen, PE-59166 e EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Evaluation Report A42970.30.12-R2 for FL16027-R2 Revision 2: 09/25/2017 Appendix 1, Page 8 of 26 �4 \NTINITYERD REPORT FEB 0 4 2019 ST. Lucie Co'inty, OR RESEARCH & DESIGN, LLC. Cert1ficote of Authorization 19503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203)262-9245 Owens.CEirning Evaluation Report 037940.02.12-RB One Owens CorningPerkw LE COPY FL30674-R33 Toledo, OH 43659 Date of Issuance: 07/06/2012 (740) 404-7829 ^i/ 1q Revision 8: 10/09/2017 SCOPE: _I �%I � l 1 61— BO This Evaluation RRftport is issued under Rule 61G20-3 and the appftcable 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 6tb Edition (2017) Florida Building Code sections noted herein. DEscRIPnoIv '7Ow C rnrigAseha"It Roof=Sti ngles LABELING: Labeling shall be in accordance with the requirements 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 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. TrinityJERD 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. INSPECTION: 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 8. The Facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/09/2017. This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. Trinityl 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. Trinityl 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. S. This is a building code evaluation. Neither Trinityl 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. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 V IRININ ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the 6`h 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. 2. STANDARDS: ' Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol.3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012 UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014 UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC (TST9628) Physical Properties Classification letter 02/13/2014 UL LLC (TST9628) Physical Properties Classification letter 10/02/2015 Miami -Dade (CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation Exp. 05/16/2020 4. PROOucr DESCRIPTION: 4.1 Asphalt Shirfkles ' 4.1.1 Classic and Supreme are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.3 Devonshirem are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration, TruDefinition Duration, Duration Premium Cool, TruDefinition Duration Designer Color Collection, TruDefinition Oakridge, Oakridge and WeatherGuarde HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 His) & Ridge Shingles: 4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and Duraltidge'" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Accessory Starter Strips: 4.3.1 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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, I.I.C. Evaluation Report 037940.02.12-118 rerVpscte o)Authoriwtion"S03 6'EDITION (2D17)FBC NON-HVHZEVALUATION F1.30674-1133 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 2 of 8 4- - - - \JI R1N1V ERD 5.4 Wind Classification: 5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vaal = 150 mph (V h = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip -Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D31611 Class F, indicating the shingles are acceptable for use in all wind zones up to V„d =150 mph (Vuil =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B 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. 5.4.4 Refer to Owens Corning 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. INSTALLATION: 6.1 Underiavment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC 1507.2.3,1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the Owens Corning 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. ➢ WeatherGuare HP shingles require minimum six (6) nails per shingle. ➢ Devonshire'" shingles require minimum six (6) nails per shingle. ➢ Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 2507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.2.5 Minimum Nailing —Starter Strip Shingle and Starter Strip Plus: Exterior Research and Design, L.I.C. Evaluation Report 937940.02.12-Rg Certificate ofAuthedzotion Mail Sn'EDITION (2017)FeC NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 3 of 8 6.2.6 Minimum Nailing —Classic®&Supreme: Wind Am& High 111flad A1w pan rbnfow nwmam Ar wbneu / g Fe,Wo.urn ' t FwOosfoidn 6.2.7 Minimum Nailing —Berkshire®: 1• SaabrtsWp 412a4aa640o Standard Fastenine Pattern �l TRINITY ERD Normal Am js� bgh « AnilPmwbnfowo bw Anws vbnmw Orereas I--4•—L.—L_J t• E 6/6',E>paun E>wcgeldn Exterior Research and Design, U.C. Cer0fnwte ofAutharbodon 49503 6`"EDITION (2017)FBC NON-HVHZ EVALUATION Owens Coming Asphalt Roof Shingles 6olunawip 4dnMaWdar Vi' I a k" I 8lh• ' 8 Lh• 1• G-Nail Fastening Pattern Evaluation Report 037940.02.12-R8 FL30674-R33 Revision 8:10/09/2017 Page 4 of 9 ERD TRINITY 6.2.8 Minimum Nailing—Devonshirerm: 5bl5' exposure B�osWiinde5b/8pplg UblrsddndidsdWw IIIIeM Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration®, TruDefinitionO Duration, Duration® Premium Cool & TruDet3nition Duration Designer Color Collection: . atla0 Fastening PeBarn ns.xaro�aaaimp M%mm r +r m Standard Fastening Pattern Mansard or Steep Slope Fastening Pattern 6-Nail Fastening Pattern Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R8 Cerdficate ojAuthorizoRon 09503 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL30674-R13 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 5 of 8 6.2.1 Minimum Nailing—TruDefinition`OakridgeO,OakridgeO: 'd Nail Rattan FSgvenv im/dams, Standard Fastening Pattern r— �l TRINITY I ERD &.Nall Pdturn EspozIa=Sdaws r Ir Q 661a"Ew 0�6 66I6"Egiosvw B�fi[snQa66lapdg Fiporfd5eds66/Bpog Mansard or Steep Slope Fastening Pattem 6.2.1 Minimum Nailing —WeatherGuard® HP: 6-Nail �. 7• -_�� 7 ajdE�iYl� VIII� e i:..:ar :� iLi(isrt7Yws�sFlYYw ming Pattern Exterior Research and Design, U.C. Evaluation Report 037900.02.12-118 Cerdprote ofAuthorimdon a9503 6ry EDITION (2017) FBC NON-HVHZ EVALUATION FL10674R13 Owens Coming Asphalt Roof shingles Revision 8: 10/09/2017 Page 6 of 8 \, TRINITY ERD 6_3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard HP Hip and Ridge Shingles and Pro Edge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using four (4) nails per shingle. Installation of DuraRidge'm Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing — Berkshire® Hip & Ridge and High Ridge: 6.3.4 Minimum Nailing — WeatherGuard® HP Hip and Ridge: Fig. A v,anmgebo �—alntlbn' - MW Fig. C Hip & RldgeShingle Fastening neg�a. tape WQ3 r a• 2• p 1• -r 1 s nyawn Exterior Research and Design, U.C. Certfflmt"fAu05oritatlon#9503 6mEDITION (2017)FBC NON-HVHZ EVALUATION Owens Coming Asphalt Roof Shingles Evaluation Report 037940.02.12-118 FL10674-R13 Revision 8: 10/09/2017 Page 7 of 8 21 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: Pnvafiing Wind DirOCdon Su4nt 8trlp ,, I MITY ERD Stendard FFassUUnMB * hI r 368but lye' 6.3.6 Minimum Nailing— DuraRidgeTM Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency 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. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named CA entity for information on which plants produce products covered by Florida Rule 9N-3 CIA requirements. 10. QUALiTYAssURANCEENTRY: UL LLC—QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com - END OF EVALUATION REPORT- Exterior Research and Design, U.C. Evaluation Report 03794D.02.12-Rg Certificate ofAuthorkadon p9503 eEDITION (2017)FBC NON-HVHZ EVALUATION FL30674-R13 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 8 of 8