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HomeMy WebLinkAboutEVALUATION REPORT—EXTERIOR -RESEARCH &-DESIGN, LLC_ _Q1 Certificate of Authorization #9503 TRINITY I ERD 353 CHRISTIAN STREET, UNIT #13 SCANNED OXFORD, U 06475 (203)262-9245 EVALUATION REPORT By Owens Corning MUTicie COun%9 Evaluation Report 037940.02.12-RS One Owens Corning Parkway F110674-R13 Toledo, OH 43659 Date. of Issuance: 02/06/2012 (740) 404-7829 Revision 8: 10/09/2017 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 6tb Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles 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 B. Prepared by: RobertJ.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 20/09/2027. 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. - = - _-- J TRINITY-1 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 6N 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 Prone 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 20120516-112453 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 (CER3592) FBC HVHZ Compliance Various NOAs Various ULLLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 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 DevonshireTM 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 WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Hip & Ridge Shingles: 4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard* HP Hip & Ridge Shingles, Pro Edge Hip & Ridge Shingles and DuraRidgeTM 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 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 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. Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-118 Cerefflade of Authalizatlon#9503 (P EDITION(2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8: 20/09/2017 Page 2 of 8 - -- - - - -- -- -- -,LTR1NIlY 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 137158, Class H, indicating the shingles are acceptable for use in all wind zones up to V„d = 150 mph (Vuit = 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 1S07.2.7.1 and R9D5.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to V,,d = 150 mph (Vair = 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 6SG20-3. 6. INSTALLATION: 6.1 Underlayment: 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: D Berkshire shingles require minimum five (5) nails per shingle. ➢ WeatherGuard" HP shingles require minimum six (6) nails per shingle. ➢ Devonshire^° shingles require minimum six (6) nails per shingle. D 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 1507.2.6 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, U.C. Evaluation Report 037940.02.12-118 CeWcate o/AuNorkatlon #9503 6Te EDITION 12017) FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 3 of 8 6.2.6 Minimum Nailing —Classic®&Supreme: Normal Mansard or Araapsm 191nd Ares High Wind darv�n•a.y Areaparovientosnomtnloa Am" vie,nroa Posrtes •t t r z• IB z• t tt 5-Exposure Eaposiai6n t' 6exhr4saip G� �— 9W Yf ' fi 05 Standard Fastening Pattern Se4hresaip �1-1_Kli�lIn I ERD 1 Namtal Manor Aru pare, VAnd Areas High Wind darvan.:; Ana pare, viearos norrru/ee Areas vaenta•'raertea tzi tAl t r r z• IB z' r B WW Exposure, Exposici6n Sealant amp Latka dowHador 8—% ak' e • • •8W 41 I I 4Y I 64Y1• 6-Nail Fastening Pattern 1 GOradasellemr r •� a.a ,se, aaa -u `r.BYf 61Y' 8Yl 8yf 1' ('r r' Avpheli rocingcoinwt Ce— lodatuMdeeslaho Mansard or Steep Slope Fastening Pattern Exterior Research and Design, U.C. Evaluation Report 037940.02.12-RB Cerdfirete ofAuthorization#9503 6tnEDITION (2017)FBC NON-HVHZ EVALUATION FL30674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 4 of 8 6.2.8 Minimum Nailing —Devonshire'": uiposidonde5-518puig . Ubicaddndelsellador ■a -- _ J TRINITY JERD Ten Standard 6-Nall Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition Duration Designer Color Collection: Standard Fastening Pattern mansara or steep mope tascenmg vatcern 6-Nail Fastening Pattern Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8 Cera/lmte gfAuthoA<otlan#9503 6r"EDITION (2017)FBC NON-HVHZ EVALUATION FL10674-R33 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 5 of 8 6.2.1 Minimum Nailing — TruDefinitiori OakridgeO,OakridgeO: 4 Ndi Mom EsAuama eon.4 dams Standard Fastening Pattern F— 'aaI Imt•lGob -- --,I-_RIN1T ERD -- - - 6 N2" Pattern Es4ue.=wn 6 davos EMryos/a da66/BPW6. en G..WrThan 21:12 lwnaB.9WbnN0un.klM1 Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing — WeatherGuardO HP: 5 b/8"E2pnsure. i ,Eapo9d6nh 56/BPW9. 6-Nail Fastening Pattern t•. - -- _: single situ View µ=- •��: 7 —sl Ybh LWaU 'r :);:':• }jam Fr"w7LIIsr.ifAloes u r. p l li . 6raa�din Exterior Research and Design, U.C. Evaluation Report 037940.02.1Z-R8 Certiflmte of Authorization 09503 6r"EOITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017 Page 6 of 8 - - -- - -- _ `_J_ 1UNrrY_ ERD - - 1_3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard' HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using four (4) nails per shingle. Installation of CuraRidgeTM 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: Fig, t �-- vlwam¢rdnd DYeabn x 4 A A 4 I I p I I I I A I I 8' 6.3.4 Minimum Nailing— WeatherGuard® HP Hip and Ridge: Fig.A P P..Ab9 Y@q �—WMbn p p I I 1 1 Fig. C Hip & Ridge Shingle Fastening TIII TopV" Wna WTW ,• i �p Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-Re Cer#/leate of Authorization#9503 Ern EDITION (2017) FBC NON-HVHZ EVALUATION F110674-R33 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/Z017 Page 7 of 8 \L I_RIN1TY ERD - --- - 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: ProvaRing Wind Direetion 8ednn Strip .` 6' Exposure J 6.3.6 Minimum Nailing— DuraRidge• 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. Pr— aeWM Dhoeean Diromdn del •lu�m prvdxninmin V�ro�pn vi+a ruperlor s S 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. S. 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 CIA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. CervNroee o)AuthaN+oticn Mot e' EDITION (2017) FBC NON-HVH2 EVALUATION Owens Corning Asphalt Roof Shingles Evaluation Report 037940.02.12-118 FL10674-R13 Revision 8:10/09/2017 Page 8 of 8 E�FION 1161ti 0%� SCANNED DIVisI 00 ,THERMAL AND MOI OTECTION BY . SECTION:07 46'23-WOOb SIDIN St L ud 'CONfIt)r S" • REPORT HOLDER F . OUISIA ,PACIFIC RATION 414 U Q STRE I �000 NASHVIL , TENN ` 2} EVSALU SUBJECT: LP SN1 IDE® SIO P ND,,kSMARTSIbE PRECISION ► (DING .z 4 'may t Look for the trusted matks of Conformity! ' "2ou Reclplegt of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" A Subsidiary of °�E��". ICC-ES Evalugtion Reports are not'ro be construed as repr¢senttn$ aesthetics'or arty other attributes not specoet , addressed, nor are they to be construed as aW e' ndorsement of the subject of the report or a iecommenddnon for its use. There is no warranty byICC Evaluation 5ervtee LLC, express ai impik4 as to aeryjtnding'or other matter in (his report, ' or as to anyproduct covered by the report Copyright © 20i4 ' File COPY Reissued February 2014 This .report Is sub*t'to renewal February 2016. Mffl 1cc-es.ora 1 (800) 423-6587 1 (562) 669-0643 A Subsidiery of the intemational Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND 3.0• DESCRIPTION COMPOSITES Section: 0616 OO—Sheathing 3.1 General: DIVISION: 07DD00-TNERMALANDMOISTURE LP SmartSide® Predsion Lap •Siding and LP SmaAsidee PROTECTION' Precision Panel Siding are engindered-woad exterior wall Section: 07 46 23-Wood Sidingcovering '. rilaterlals that are suitable for long -tern exposure to weather or conditions of similar severity, when fastened REPORT HOLDER: to vertical supports or approved nailable wood substrates in'eccordande with their span ratings and this evaluation ' LOUISIANA-PACIFIC CORPORATION report. The lap siding and panel 'siding products consist ;of 414 UNION STREET, SURE 2000 a mat -formed wood substrate preservalively treated with zinc borate in accordance with AWPA Standard Tt, and NASHVILLE, TENNESSEE 37219 (888) $20.0325 a resin4m0regnated overlay material trended to the face of www.LPcoio.com the lap and panel siding products.h6nded to be exposed arkeUn 1 co to the weather: Additionally, all panel and lap siding edges .:onto .eo are factory -sealed with a sealer in accordance with the EVALUATION SUBJECT: ,. approved quality control manual. - , ' 3.2 LP SmartSldee Predsion Lap Siding: LP SMARTSIDEe PRECISION _LAP SIDING' AND LP SMARTSItlEe PRECISION PANEL SIDING LP SmariSidee Predsion Lap Siding it available in widths' of 6, 8'and 12 inches (152, 203 and 305 mm); categories 1.0 EVALUATION SCOPE s/a and 7/to; and Lengths of. 12 to 16 feet (3658 • to' 4877 mm).; The 64inch-wide 711s (203 mm), categoy lap Compliance with the foltowing codes:. siding is' also' evallable with an `optional 'self -alignment ■ 2012, 2009, 2006, and 2003' lnternstronal 13uliding Codes (IBC) . edge. •._ • ., . ' . ,. 3.3 LP StimartSidee Precision Panel Siding: ■ 2012 2009 2008, and 2003 Interhaitiona/ Residential LP SinartSidee Precisioni Panel Siding is 4 feet (1219 mm) Code1° (IRC) wide' and 4, 6, 7, 8, g or;l0 feet (1219, 1829, 2134, 2438, Properties evaluated: 2743. or 3048 mm) In length. LP SmartSidee. Precision Panel Siding, is available in'/e 7 -and 78/u- rategone$. ■ Exterior siding The 91e category panel, has grooves spaced at 8 'iriches (203 mm), with a, minimum thickness at the grooves of. INStructural 0.164 inch (4 mm) and a minimum thickness at the shiplap 2.0' USES of D. inch (4 mm). The category pane{ has grooves . = -- spaced at 4 or 8 inches (1 02or 203 mm), with a minimum LP SmaitSidee PredsronLLao Siding and LP SmariSideo thickness at the grooves of 0.236 inch (8'mm) and 'a Precision Panel Siding are used as exterior wall covering' minlmum'thibkness at the'shiplap"of 0.150 inch (4'mm). ' materials on buildings where combustible materials are The 19l category panel has grooves spaefld,:at 4' or . 8 inches (102mthpermitted.2Wa minimum thickness at the LP.SmartSidee, Precision Panel Siding may be used as grooves of 0,311 inch, (8 mm) and a'minimurr ahiplap ' thickness of 0.194 inch (5 min), • ' bracing method 3 for. conventional wood -framed walls as specified in IBC Section 2308.9.3 and IRC. Section LP SmartStde® Precision Panel Siding is classified as R602.10, Exterior Rated Siding or Exterior Rated Siding —Sheathing.. ' LP SmartSide® precision Panel Siding maybe used as The classification is noted'in the label on -.panel:. Exterior Rated Siding. is intended to be Installed in sheathing for, wood structural panel shear vialls having 'ap0dations'in, aococertlanwith ISG Section 2308:9.3 and allowable shear, loads . specified for 1232-compliant '_ IRC. SerdioriR60210 'as an exterior siding suitable for wood -based sheathing in accordance with 2009/2006 IBC : long-term exposure to weather or conditions of similar Section 2306.4.1, and 2009/20121SC Section 2306.3. • ' severity. In'addition'to the intended epplication for Exterior . • • 'Ravised December 2074, / coin 9nt ozara PSG$ I cn IR-1301 1 Most Widely Accepted grid Trusted Page 2 Rated. Siding, Exterior Rated Siding —Sheathing ' is vertical or . ho izon61 shiplap, or, otherwise made intended to be instailed in applications in accordance with :. waterproof. _ 20OW005 IBC Section 2306.4.1, and 20b9/2012 IBC ` Section 2306.3. 4A Component and . Cladding Wind Pressure - r _ Capacity: _ 4.0 INSTALLATION _.. 4.1 General: LP SmartSide® Precision Lap Siding and LP SmartSide® Precision Panel Siding must be installed in accordance with the manufacturer's published installation instructions (tiled Application lnstrucgons LP SmartSide® Precision Lap LP SmartSide® Precision Pane! Siding) and this report. In the event of conflicts, this report govems. A copy of the manufacturer's installation instructions must be on the jobsite at all times during installation. LP SmartSide Precision LapSiding and LP SmartSide® Precision Panel Siding must be installed with an approved water -'resistive barrier as required by the applicable code. 'Openings. in,. penetrations through, and terminations of the LP SmartSide® Precision Lap Siding and LP,SmartSideo Precision Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code.. Unless otherwise noted •'in this report, fasteners and fastener spacing must be as noted in the applicable code. 4.2 LP SmartSide® Precision Lap Siding: ' LP SmartSide® Precision Lap Siding must be attached to framing members spaced .a maximum of 16 inches (406 inm) on center for 3/s categorysiding and a maximum of 24 inches (610 mm) on center for 7ha category siding. Self -aligning LP SmartSide® Precision Lap Siding • is Installed with nails planed at the top•of the LP SmartSide® Precision Lap Siding• r/2 inch (13 min) down from the upper edge. Each successive course of lap siding must rest on lhe,back rabbet and must self -align at an overlap of " hs inch (21 mm).' ' Nails must be of sufficient length to penetrate a minimum of 1'/2 inches (38.mm) through'the sheathing and,lydo framing at each stud location. 4.3 LP SmartSide® Precision Panel Siding: LP SmartSide® Precision Panel Siding must be installed with its long dimension oriented vertically. When LP SmartSida0 Precision Panel Siding is applied directly to the framing', 'the. mazlmurn spacing of the framing must be; oonsistent with the span rating of the LP SmartSide® Precision'Panel Siding, which is identified on, the panel's label. Allowable loads for shearwalls, sheathed With LP SmartSide® Precision Panel Sidih"heathing are'noted In Table 1. = F0ur-foot-6y-8-foot -(1219 mm by 2438 mm) LP, SmartSide® PreCialbn Panel Siding —Sheathing installed vertically, directly. to framing, with a single row of nails penetrating both laps, spaced 6 inches on center et panel edges and 12 inches (305 mm) on center at intertnediate supports may, be. used to' satisfy the. wall bracing requirements for conventional light frame construction specified in the; code for'preseMptive construction. Install per code requirements for method 3 bracing. with wood structural panels. 11 All LP SmartSide® Precision Panel Siding joints• must occur at framing members and must be protected with a' con in sous woad baft, approved ' caulking, flashing, 'or (wall, ione 5) for LP SmartSide® Precision Lap Siding and LP SmartSide® Precision Panel Siding based an a minimum fastener schedule, are provided in Tables 2 through 5. Tables 2 and 3, for lap and panel 'siding, respectively, are based on full fasterierpenetradon into the `wall -studs, i.e., fastener penetration = fastener length siding thickness. Tables 4 and 5, for lap and panel siding, respectively, are based on a minimum fastener penetration into the wall studs of i r/2 inches. . 5.0 CONDITIONS OF USE The 'LP SmartSide®' Precision Lap Siding and LP SmartSide® Precision Panel Siding described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in, Section 1.0 of this report, subject to the following conditions:' , 6.1. LP SmartSide® Precision Lap Siding must .not be used to satisfy the bracing requirements specified In the code. 5.2 LP SmartSide® Precision. Panel Siding —Sheathing, when installed as set forth In this report, may be used as method 3 bracing specified in Section• 2308.9 of the IBC and. Section. R602.16 of the IRC. 6.3 In areas Where Seismic analysis is required by the. applicable code, the applicible'code requirements for wood structural panel shear'wails must be consulted for additional detailing requirements, restrictions concerning certain usages, required modifications toy the allowable. shear loads tabulated in this report, and additional Inspection .requirements. . " 5.4 LP SmartSide® Precision '.tap' Siding , and LP' SmartSide® Precision Pane) Siding 'must- not be installed in contact with concrete or masonry. 5.6 LP SmartSide° ,Lap Siding and LP:. SmartSide® Precision Panel'. Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished. grade., 6.8 When field cuts are made to LP SmsttSidee Precision Lap.'Siding and LIP SmadSide® Precision" Panel Siding, all exposed Surfaces must be finished according to the paint or caulk/sealantmanufacturers' specifications. 6.7 LP- SmartSideo Precision Lap' Siding ' and , LP SrnartSlde® Precision Panel Siding are manufactured by' Louislana-P40fic Corporafion , in Hayward, Wisconsin (Mill No.- 357); Newberry, Michigan (Mill No. 416); Tomahawk,'Wsoonsln (Mill No., 435); and Two Harbors, Minnesota (Mill No. 399); under a quality control program with Inspections by [CC -ES. 6.0 EVIDENCE SUBMITTED Data in•aeoontanoe with the fCC-ES Acceptance Criterts for Treated -engineered -wood Siding (AC321), dated October 2005. 7.0.IDENTIFICAT16N ' LP SmartSide® Precision Lap Siding and LP SmartSide®' Precision Panel Siding must be"labeled with the product designation and the name of Louisiana-Pacific Corp: The -stamp shall provide the following information: , ESR-1301 i Most Widely Accepted and Trusted • Page 3 of 7 1. • Mill number, 4. Span rating. 2.' The evaluation report number (ESR4f301). 5. Performance category . (based on customary inch 3. Grade/exposure. fractions). TABLE 7—ALLOWABLE RACKING SHEAR (plf) FOR LP SmartSldO Precision PANEL SIDING —SHEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING'" PERFORMANCE MINIMUM .• PANELS APPLIED DIRECTLY. TO.�FRAMING CATEGORY NAIL MIND PENETRATION IN FRAMING (Inches) Nall SbiD (Common or ' - Nall Spacing of Panel Edges . Galvanized - (Inches) .. - Box) 6 4 : . g 24 . sltB6B 1'/a 6d 180 . - 270 350 ., ' 450 a °.° 390 510 ' 1'h 8d 240 320 410 530 r e f18 2 350 .. 450 585 Ad 340 510 885' ,` 870 'For @arcing of other species: (a) Find spacific gravity for species of lumber in AF & PA National Design Specification; (b) find shear value from table for nails size; c) multiply value by 0.82 for species with specific gravhy greater than or equal to0,42 but less than 0.49, or 0.65 for. spades withspeclfie gravity lass than OA2. 'All panel edges must be backed. with 24nch nominal or wider framing. Panels must be Installed with the long dimensian oriented in the vertical directlon.'Space nails 6 Inches o,o. along Intermediate framing members. for 3/8 category and'J,s category panels Installed on studs spaced 24 Inches o.d. For other conditions and panel thicknesses, space nails 12 inches o:o. an trHarmediate supports: - 'The values are for short-term loads due to wind of earthquake (133% increase] and must be 'asdirreduced by 25 perceM,for normal duration of °Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are'spaced 2 Inches o,a, and where 10d nails having penetration Into framing of more than 1°la Inches are spaced 3Inches, or less, o-r. Exception: Uriless otherwise required; 2-inch nominal framing maybe used where full nailing surface is available and nails'are staggered. ' 'Exceptas noted in Footnote 7, panel thickness at point of nailing at panel edges detemor applicable shear values, except`that 'is category panels na8ed at 3hiplap edges use shear values for °/,B category panels, and he and i3/s category panel $filings nailed at shlplap edges use shear values for 1a category panels. eSNplap edges must he double-nailed;'one nah most be placed in the uoderlap and a second null must be placed in the oveilap at the nail spacing specified for the applicableshear value. - - - 'Fasteners must not be installed in, panel sidinggroaves In the fluid of the panel siding or when the panel siding the panel siding. grooves occur at cut edges of TABLE 2a—LAP SIDING -.MAXIMUM NOMINAL (ALLOWABLE) COMPONENTAND CLADDING DESIGN WINO SPEED, V,, a PERFORMANCE CATEGORY " MAXIMUM WALL . STUD SPACINGS SIDING . WIDTH (inches) MAXIMUM ALLOWABLE WIND PRESSURE (par) MAXIMUM NOMINAL (ALLOWABLE) MIND - SPEED; Vas (mph) Wind FzposuFe Category ' e o D. S!e 18 ' 8 79: 150,', 140 .. " 12 ... ; 60 140 „ 120 ' 110. 'hs ,. _ 76 170. . 150 130 12 .49 140. ".120.'•1 10 .. . - . ,24 .. ' S. ,: 71 '`-110' .' 145 130 8 • 51 155 ` •126 110 12' 32 : 110 :" 90 90 lyal- rr.00ra, Impn-1.o Kpn„ .. - . 'One fastener par stud located V. inch from the top edge'of the siding. Each successive course of lap aiding must overlap a minimum of 1 inch. Fastener must have a minimum head diameter of 0297 inch, a minimum shaft diameter of'0.113 inch and a minimum length of 2S inches (8d box"nalq.: - •• : . Tabulated values assume full penetration of the fastener Into the wall studs, Le., fastener penetration -'fastener iengih — siding thickness. 'Wail ' 'il studs must have a minimum specific gravity of g.42.,' • - .. . Three -second -gust; based on wind pressures acting toward and away from building surfaces' at 3D-feet height In Zone 5 with -smallest eflecfrve area per Chapter 6 ofASCE 7-05, Section R301.2 of the 2009/20121RC, and Section 1609.1:1 'of the 20041BC. ESR-1301 I AdostWidelyAcceptedandTrusted Page 4.of7 TABLE 3tr—LAP 81DING -MAXIMUM ULTIMATE COMPONENTANO CLADDING DE516N WND SPEED. V.:n'2 ' PERFORMANCE ' CATEGORY MAXIMUM WALL STUD SPACING'' SIDING WIDTH : —(inches).— - MAXIMUM ULTIMATE WIND - —PRESSURE-- (Pao MAXIMUM ULTIMATE DESIGN WIND SPEED, V„n (Mph) ... ; -- — W rWd Exposure �W_—_ ry , . B • d D ' 16 ' - 6 : 133 200 ' . .. ISO ' 180 8 .. 131 200 ".' 180 '.180 12 63 180.,, 150 140 71,6 .. 16 6 • 133 200 180 ... 180 8 ' 127 200 180. 160 12 81 180 150 i40 ' . 24 6. ` 119 : 2o0 180 160. .8 85 180 .150 '. 140. -12. 54 149 120 115 - 'One fastener per stud located I/., inch from the top edge of the siding. Each sucee3sive course of lap siding must overlap a minimum of 1inch. Fastener must have a minimum head diameter of 0.297. inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 inches (ad box nail). , - a . 'Tabulated Valdes assume full penetration of the fastener into the wail studs, Le„ fastener penetration =fastener length — siding thickness: 'Wall studs must have a minimum specific gravity of OA2. 'Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 3111-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 20121BC. TABLE 3a=PANEL SIDING -MAXIMUM NOMINAL,(ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED. Ve,' PERFORMANCE CATEGORY MAXIMUM WALL STUD SPACING' (Inches) FASTENER SPACING3 .(inches o.e.j MAXIMUM ALLOWABLE WIND PRESSURE (psf) ' ' MAXIMl1M NOMINAL (ALLOWABLE) WIND SPEED, . V„a` (mph) ' Edges Field Wind Exposure Category B ,C D . 318 18. -- 6 12 46 130, 110 105 6 80 _ A70* 15D ., 140 ' 24 - 6 i 12 31 110 90 "_ a5 • 6 81 ' 150 136 120. 18 ` a12 .45 =130 ... "110 105 .6 80 ':. 170 .15D 140„ . 24. - ' 6 12 30 110-- . 90 85 6 _ 59 . •150 - 130t 120 ' .1slas 16i 6 12 _ -41 ''130 "110. 100 6 80 - , ' 170 ' 150 140 ' ' 24 . ' 6 ..: 12 27 105 9D ' 6.. 55 ,. 150 ,' 125 1 110 'Tabulated values assume full penetration of the fastener Into the wall studs, La., testener penetration = fastene?lergth — siding.thickaesa. . °Wan Studs must have a minimum specific gravity of 0.42. 'Fastener must have a minimum head diameter of 0.207 Inch, a minimum shaft diameter of D�173 Inch and a minimum leng6l of 2.61netiess (8d box nail).. ' •. `Three -second -gust; based on.wind pressures acting toward and away horn building surfaces, at 30-feel in Zone.5 with smallest effecfive area per Chapter8 of ASCE 7-05. Section R301.2 of the 2009/2012 IRC, and Sedan 1609.1.1 of the 2009 IBC.' ' ESR-1301 I MOW Widely Accepted and Trusted Page g of 7 TABLE 3b—PANEL gIDINt3 • MA)UMUM ULTIMATE COMPONENT AND CLADDING DESIGN NRND SPEED. V... , PERFORMANCE CATEGORY — - — - --- MAXIMUMWALL STUD SPACING' ——(inchee) FASTENERSPACING'. (16ches'aC.) MAXIMUM ULTIMATE WIND PRESSURE (Psry - _- MAXIMUM ULTIMATE DESIGN. WIND SPEED, Vw4(mph) ' - - Aft E—xpoeure Cafsgory - B C. D - ale . . 16. 6 12 77 180 • 150 130 ' 6 `' 133 •.200 Ion' " . 180 24 ' a 12 51 '. 140.' 120 110 6 102 200. - 160 150 . '6e 16 6 .12 .:74 160' .. 140 _130 6 133 200 180 180 24 • 6 12 50 140.. - 12(1 110 6 99 :•200, 160 150 ' .. 16 6 12 , 69 ' 160 .140 • .. 130 6 _. 133 ,200 ' 180 • too . Fnr SI. 1 inMv9A A..— 24 ....a_11..— 6 1 12 46 In 115 6 92 _ 180 160, . 150 'Tabulated valuesassumefu8.padetrattdn of the fastener mt ,the wall studs, Le,, fastener penetration = fastenerieng0t— siding thickness, 2W60 studs must have a minimum specific gravity of 0.42. 'Fastener n must have a minimum head diameter o(0.29T inGr,.a minimum shaft diameter a10.113 inch and a minimum length of 2.5 inches Threesecond=gust; based on'wlnd pressures'acting toward and sway, from building surfaces, at 30•feet height in Zane5•with smallest oftec5ve areaper Chapter 26 ofASCE 7-10 and Section 1609,1.t of the 2012 IBC. _ - . TABLE 4a—LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT•AND CLADDING DESIGN WIND SPEED; V„4''' PERFORMANCE CATEGORY MAXIMUM WALL STUD SPACING' (inches) SIDING " WIDTH MAXIMUM ALLOWABLE WIND PRESSURE (Psi) MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED, ' ;SPEED, V.,e4 (mph) ... Wind Exposure Category - • 6 ` 78 170 ; •, .. ' 160 130 56 :160.' 125 .110 12 ;, 35 120 . 100 90 . ' • 'Ae FaftiP 1 mlh _ •JS A TM 16 i 6 •78 170150 130 8' .._ 56 150 ._ -. 125' ... 110 12 .36 . • 120 100 g0 . 24 1 ..'.!_ • a 52 , 145 ,. .' 120 . f 110 .. a 37- 120 100 90 _ 'One fastener per stud located % inch from the tap edge of the siding, Each successive couise of lap siding must. overlap a minimurri of 1 Incl. 'Fastener mush have a minimum head diameter of 0297 inch, a minimum shaft diameter of 0.173 inch and'a minimum length of 2.5 inches (lid box nail). ZT'aWated values assume a fastener penetration of 1'/2 Inches into the wall'stud' , tWaBstudS must haven minimuni'specfie gravity of0.42 ' "three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-feet Height In Zone 5 with smat est effective area per Chapter 6 of ASCE 7-05, Section R301.2 of the 2olig1E0121RC, and Section 1666.1.1 of the 20091BC. of 7 TABLE 4b -LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED, V„ 1, a PERFORMANCE CATEGORY - -- _ MAXIMUMWALL - STUD SPACING --(inches)-- SIDING WIOTH —pnches)— . MAXIMUM . ULTIMATE WINDVW; - —PRESSURE-- (�4 MAXIMUM ULTIMATE DESIGN WIND SPEED, —. J--WiadEzpoaureC,a`tegory -- 6 C D ' 6, , 130 200 .1oQ ; • ' 180 8'' 93 180 .' 160 .. 150'. • 12 59 15D. 130 ' 120 - 130 200'. '' 18d' - too: 93 - 180. • 160, 150. 12,' 69 150 130 120 24 . 6. Be 180 160 140 8 62 160 130 ' '120 12 • .39 12.0 - . ...-...,,,.... •,Na,--rr.eo r&, k11pn-lA Kpn. - .. 'one fastener per stud located '/. inch from the tap edge of the siding.Each successive course of lap siding must cvedap a minimum of 1 inch. Fastener must have a minimum head diameter of 0.297 inch, a minimum shaft diameter of 0:113 inch and a minimum length of 2.5 Inches (Bd box nail). Tabulated values assume a fastener penetration of 1113 inches Into the wall studs, 3mu studs must have a minimum spdcifia gravity of 0.42. ' 'Three -second -gust; based on wind pressures acting toward and awaq from building surfaces, at 30-feet height in Tone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 2D12 IBC. TABLE Sa—PANEL SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND. CLADDING DESIGN VPIND SPEED, Vim' PERFORMANCE .. CATEGORY • MAXIMUM WALL STUD SPACING' . , (inches) • FASTENER SPACING' (Inches o.r-) MAXIMUM.. ALLOWABLE WIND. PRESSURE (pet) '.. MAXIMUM NOMINAL_ (ALLOWABI:Ej WIND SPEED, V.b� (mph) Edges' Ftold VPlnd Exposure Category B C D ' 31. 12 32 t10 90 ' 90 6 65 150 . 130 128 . " .. .24 : 8 .. 12 22. ' 9D - . 6 43 .. 130 ' ' < 111) 100 ' ... 71,e ' 16 .. 6 12 3 ... . 110.. 90 90 6. 66 -... 150 130" :125- 24 • 8 12 • . 22 90 '6 43 130 110 100. . 196 - i6 . 6 12 - 32 110 90 :so 6 55 160 130 125 12 '. 22 .. so-' - 6 ,43 13Q ..: •!10' 100 pill - Y, mo ra, r mpn = -r.o xpn. 'Tabulated values assume a fastener penetration of 1'/3 Inches Into the wall studs. - 'Wall studs must have a'minimum specific gravity of0:42. ' 'Fastener must have a minimum head diameter of 0297 inch, a rrilnhouin shaft diameter of 0:113 inch and a minimu ((id bax nail): m length of 2.5 Inches " rhea-second-gusk based on wind pressures acting toward and away from building surfaces; at 304eet in Zone 5 with amallest effective area. per Chapter 6 of ASCE 7-05, Section R301.2 of the 2009/2012 IRC, and'Section 1609.1.1 of'thd9o09 BC., •ESR-1301 I Most WdefyAccepted and Trusted Page 7 of 7 TABLE 5b—PANEL SIDING - MAXIMUM ULTIMATE COMPONENT AND DLADDING DESIGN WIND SPEED. W r ' PERFORMANCE CATEGORY MAXIMUM WALL STUD SPACING' FASTENERSPACING° (Inch e's o.c.) MMMUM ULTIMATE WINO PRESSURE MAXIMUM ULTIMATE DESIGN WIN08PEED; V„ i� (mph) —Edges-- --" Field- — —wind-Exposuie Category= 3/0 16 5 12 54 . .140 ' 120 " 115 6 108 200 160 160' 24 ' 6 t2 36 120 - 8 72 i80 140 130 . 16' .6 . 12 54 140. 120 115 6 108 .200 160 160 ._ . 24 6' 12 36 120 - - `6 ' .72 " 160 140' -130 ' 16 g 12 54 :-140 *120 its . 6 .108 .' 200 -160 166 - . 24" 6: 12 36 '_120 fi 72 1fi0 '• 140. 130 'Tabulated valves assume a fastener penetration of 1 %inches Into the wall studs. _ 'Wall studs must have a minimum'specific grevily of0.42, ' 'Fastener musf have a minimum head diameterof0.207 inch, a minimum shaft diameter rof-0.113 inch and a minimum length of 2.5 IncheB d box nail).. hreeaecondgust; based on wind pressures acing toward and away from building surPares, at 30-feet height In Zone 5 witty smallest effect" area per Chapter 2e of ASCE 7-10 and Section 1609.1.1 of the 2012 ISO. 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