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Florida Building'Code Online �2 - �-- is (� °v ✓u „uv � 3 I'I Paye 1°off �� �v I, L a i IF R'E C E I t, D MAY 22 LMMU ,z L ,r F e e t, 5 ✓5 d;!f h 7+"�' t i'}I'y'b{f'.-t i 4 It f o-' ,�'u<E SCIS Home H Log In User Registration Hot Topics i_ Submit Surcharge i Stats&Facts i Publications FBC Staff BCIS Site Map - Links i Search ; F 1n�i3 Product Approval ir ,USER;Public User FI COP"'-O' Product Aooroval Menu>Product or Application Search ool�icetion List>Application Detail _ N,., .�ar� __. .:'�rj FL n FL9190-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived []. Product Manufacturer LP Building Products Address/Phone/Email 414 Union Street-Bank of America Plaza Suite 2000 Nashville,TN 37219 (352)425-7457 cw.macomber@lpcorp.com Authorized Signature CW Macomber cw.macomber@lpcorp.com Technical Representative CW Macomber Address/Phone/Email 5712 SW 40th Place Ocalo,FL 34474 (352)425-7457 cw.macomber@lpcorp.com Quality Assurance Representative CW Macomber Address/Phone/Email 5712 SW 40th Place Ocala,FL 34474 (352)425-7457 cw.macomber@lpcorp.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EvaluationReport:Hardcopy Received Florida Engineer or Architect Name who developed Do Kim,P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity APA-The Engineered W ood Association Quality Assurance Contract Expiration Date 12/31/2020 Validated By CBUCK Engineering,Inc. Validation Checklist-Hardcopy Received Certificate,of Independence FL9190 R4 COI LP Certificate of Irideoendence.odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9190 R4 Enuiv eauivalencv of standard form.ndf Sections from the Code 1405 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJPW%2b4UtP... -4/10/2017 Florida Building Code Online Page 2.of 3 1604.3.1 1609.1 1616.3:1 1626.1 2304:6 Product Approval Method Method,2 Option B Date Submitted 12/18/2015 Date Validated 12/22/2015 Date Pending FBC Approval 12/22/2015 Date Approved. 02/10/2016 Summary of Produ cts FL# Model.,Number or Name Description 9190.1 LP SmartSide Architectural Engineered wood exterior lap siding. Collection Cedar Shake Lap Siding_ Limits of Use Installation Instructions Approved for'use in HVHZ: No FL9190 R4 II. LPZ80507-Cedar Shakes-Lap.pd Approved for-use outside.HVHZ:Yes Verified By:APA-The Engineered W ood.Association Impact Resistant:No Created by Independent Third"Party:Yes Design Pressure:N/A Evaluation Reports: Other:Refer to Evaluation Report.Product is not Impact"- FL9190 R4 AE Evaluation Report of LP Sidino 9190-2015- resistant. rev2a.odf Created by Independent Third-Party:Yes 9190.2 LP SmartSide Architectural Engineered wood eAerlor lap siding. Collection-Bold Lap Siding Limits of Use Installation Instructions Approved,1or'use in HVHZ1 No FL9190 R4 II LPZB0504--Architectural Collection-Bold Approved for use outside HVHZ:Yes Profile-Lao.pdf Impact Resistant: No Verified By:APA-The Engineered Wood Association Design Pressure:N/A Created by Independent Third Party:Yes Other:Refer to Evaluation Report.Productis.no_t'impact Evaluation Reports resistant. FL9190 R4 AE Evaluation Report of LP Sidino 9190-2015- rev2a.ndf Created by Independent Third Party:Yes 9190,3 LP SmartSide Foundations and Engineered wood exterior lap siding. Architectural Collection.Lap Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL9190 R4 II LPZB0510-Foundations and"Architectural Approved for use outside HVHZ:Yes Collection-Lap.pdf Impact Resistant:No Verified.By:APA-Tne:Englneered Wood Association Design:Pressure:N/A Created by Independent,Third Party:Yes Othee:`.Referto.Evaluation Report.Product is not Impact Evaluation Reports resistant. FL9190 R4 AE Evaluation Report of LP Siding 9190-2015- rev2a:pdf Created.by Independent Third Party:Yes " 9190.4 LP SmartSide Foundations and. Engineered wood exterior panel siding. Architectural Collection Panel Siding, Limits of.Use Installation Instructions Approved for use in HVHZ: No FL9190 R4 II LPZB0511-Foundations and Ar chifectural Approved for use outside HVHZ:Yes Collection-Panei.pdf Inipact.Resistant: No Verified By:APA-The Engineered Wood Association Design-Pressure:N/A Created by Independent Third Party:Yes Other:Refer to Evaluation Report..Product isnot impact Evaluation Reports resistant: FL9190'R4 AE Evaluation Report of LP Siding 9190-2015- rev2a.pdf Created by Independent Third Party:Yes 9190.5' LP SmartSide Precision Series Lap Engineered wood exterior lap,siding. Siding Limits of UseInstallation Instructions Approved for use in HVHZ:Yes FL9190'R4 II LPZBOS15-Precision Series-.Lao.pdf' Approved for use outside HVHZ:Yes Verified;By:APA-The Engineered Wood Association Impact Resistant:No Created by Independent Third Party:Yes' Design'Pressured N[A Evaluation Reports Other:Refer to PR- N124.Product is not impact reslstant. FL9190 R4 AE Evaluation Report of LP Siding_9190-2015- In HVHZ,..must be used in conjunction with approved Impact rev2a,2df Created-by Independent Third Party:Yes http://www.flotidabuilding.org/pr/pr_app_dtl.aspx?parain=w.GEVXQwtDquJPW%2b4UtP:. 4/10/2017 Honda BUding Code Online Page 1 of 1 tl SCIS Home top in, User Registration Hot Topics Submit Surcharge Stats&Facts -Publications FBG Staff SCIS Site Map Links SearchOF. ........ db: r Product Approval C �YUSER:Public Use. m,5 :_rz=h>Application LLat .z,� ,.. .. .,,......i.t .5...1 ..x.. .! Search Criteria Code Version 2014 FL# 9190.5 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL. Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL. Other ALL Search Results-Applications Ft.41941-a=I Revision LP Building Products CBLICK Engineering,Inc. Approved FL#:FL9190.5 (561)491-9927 Nadel:LP SmartSide Precision Series Lap Siding Description:Engineered wood exterior lap siding. Category:.Panel Wails Subcategory:Siding -Approved by D8PR,Approvals by DSPP•shall be reviewed and ratified by the PDC and/or the Commission It necessary, Contact tit::2601 Blair Stone Road,Tallaha55en FL 32399 Phone:850-487-1024 The State of Florida is an AA/EEO employer,Coovrioht 2007-2013 State of Florida.::privacy Statement::-A rn<ciblil�,., ty statement Refund Statement Under Florida lar{,email addresses are public records.it youAo not want your e-mail address released In response to a public-records request,do not send ,electronic man to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(2),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455;F.S.must provide the Department with'an email address If mey have one.The emalts provided may be used for oblclal communication with the licensee.However email addresses are public record.If you do not wL--h to suppt,j o parsonal address,please provide the Department with an email address whlcb can be made available to the public To determine It you are a licensee under Chapter 455,F.S.,please click bgrg,. Product Approval.Arceptst Safe https;//wwtiv.flcridabuilding_org/pr/pr app_lst.aspx 1/9/2017 r �",' © PRECISION 38,76 AND 190 SERIES PRIMED PANEL SIDING auuolnc vcaoucn SIDE SMArfa�o+��slolNc INCLUDING.'SILVERTECH&SMARTFINISH e • At the time of-manufacture,siding meets or exceeds the per- Moisture control and water vapor control are critical elements formance standards-set forth in.ICC-ES-AC321 and has achieved of proper housing design. heck your local building codes for code recogniti6n_underESR-1301,CCNC 11826,APA recognition application procedures foe handling moisture and watervapor under PR-N124,and HUD recognition under HOD.-MR-1318.For In your area. copies of E.SR-1301,call LP Customer Support at 1=800-648-6893 or-go online at http://www.ice-es:org/reports/pdf-files/ICC-ES/ When using wet blown cellulose insulation,the insulation ESR 1301.pdf o.r,http://vvyvvv.apaw.pod.org. must not be in direct contact with the siding and it must be allowed to dry a minimum of 24 hours or longer if specified by • Precision Series panel siding with SILVERTECH or SMARTFINISH the insulation manufacturer. is specifically forsheds and other outdoor structures where the interior wall cavities will remain permanently exposed: As withAll.woad products,do not apply engineered wood siding to astructure having excessive'moisture conditions such • Minimum 6 in,clearance must be maintained between siding. as drying concrete,plaster or wet blown cellulose insulation.If and finish grade. such conditions exist,the building should be well ventilated to allow itto dry prior to the application of the"siding. • Siding applied adjacent to porches,patios,walks,etc,must have a clearance of at least'1 in,mm above any surface. Siding must not be applied to green or crooked structural framing members.Do not apply siding over-rain-soaked or • Minimum,1 in.clearance at intersection with roof line budded sheathing materials. • Apply siding in a manner that prevents moisture intrusion and Gutters are recommended for control of"roof water run off. water buildup. SECONOARYSISTANT ; , • All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water buildup. = A properly Installed breathable water-resistive barrier is required behind the siding.Consult your local building code for - LP does not recommend LP SmartSide Panel for use--In ICF and details. SIP assemblies.Ifbsed,LP will not vuarrant for Budding and Shrinkage.However,balance of warranty does remain intact. • LP viill assume no responsibility for water penetration. • 00 NOT USE STAPLES. • PrecisionSeries panel siding with SILVERTECH or SMARTFINISH does not require a secondary;grater-resistant SIDING MUST NOT BE IN DIRECT CONTACT WITH MASONRY, barrier.Limited to sheds and other outdoor structures. CON.CRETE,.BRICI<;STONE,STUCCO OR NORTAR. • Seal all gaps with a high-quality;non-hardening,paintable • Store off the ground well supported,on a:flat surface,under a sealant.follow the sealant manufacturer's-instructions for roof-orseparate waterproof covering application.. Keep siding clean:and dry.Inspect priorto application. Use a high-quality exterior sealant meeting the ASTM C920, minimum Class 2S sealant. US• + + kylee ! ee � • • Precision 38 and 76 Series-pa nelsidiog must be installed on 16 in.O.C.framing only.When installing on 24 in.OX,framing, All openings must be_properlysealed or flashed in a manner Precision Series 190 Series panel siding is required, that prevents moisture intrusion or buildup. Several examples that accomplish this are shown on the following pages, in installations:over masonry-Or concrete walls,the Nall shall 5e furred out and open atthe top and bottom of the`wall to allow for convective ventilation between framing spaced 16 in.O.C. The framing shall be.bf,adequate thickness to accept 1-1/3.1nches of nail penetration. A:properly installed'breathable water-resistant barrier ,Is required between the siding and masonry or concrete walls, "ppllcation instructions (conte) • High-quality acrylic latex paint,specially formulated for use on wood and engineered wood substrates,it highly recommended. •install kick-out flashing to direct the water into the gutter Semi-gloss or satin finish oil or alkyd paints are acceptable.For flat alkyd paint,please check with the coating manufacturer for Install step flashing with minimum 4 in.upper leg their recommendations for use on composite wood siding. Fallow the coating manufacturer's application and •Properly integrate flashing with the secondary water--resistive maintenance instructions. barrier. Use housewrap,flashing tape,z-flashing,or other items as needed to maintain the counterflashing principle. DO NOT USE • Semi-transparent and transparent stains. •00 NOT extend the siding or trim into the kick-out flashing or gut- • .Shake and-shingle paints. ter • Vlnyl-based resin formulas such as vinyl acetate,PVA, vinyl acetate/acrylic copolymer paints. •?Maintain a clearance between the end of the gutter and the ad- joining wall to allow for proper maintenance of the siding HANDLE PREFINISHED LP SMARTSIDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION.TOUCH •Prime and paint ALL exposed cut edges UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINiSHERS SPECIFICATIONS. tf'N5MCTIClN LP Siding • In braced wall assemblies,use minimum 6d(0.113 in.shank Minimum V clearance diameter,0.270 head diameter), hot-dipped galvanized nails between trim and roofing l i 3 for 38 and 76 Series panels and minimum 8d(0.131 in.shank i diameter,0.290 head diameter)for 190 Series panels.Do not E 4 use electroplated fasteners.Refer to your local building code t 4 to verify the minimum allowable fastener size. — • Penetrate structural framing or wood structural panels and struc- tural framing a minimum oft-1/2 in. , y — i — For 38 Series panels,double nailing procedure meets wall ' bracing requirements and 5/16 in.shear wail design values. Clean rain 1 in,from edge 1 gutter --�--� Ali nment bead ol 1/$in.gap ILIL Do not run trim or siding inside of the hick out flashing Figure 1 Double row of nails Trim should be thick;enough sothesiding does not extend be- •For 76 and 190 Series panels,single nailing meets wall bracing yond the face of the trim. requirements.To meetthe equivalent 3./8 in.shear wall design values,double nailing procedures must be used,it may be nec- •Trim and fascia must be applied in a manner that will not allow essary to angle drive the second nail in order to penetrate the moisture intrusion orwater buildup. framing.Seal nails driven below the surface. • LPO SmartSideO siding is not designed and/or manufactured 3/8 in.from edge to be used as trim or fascia.LP SmartSide trim and fascia are �—�-� available in a variety of dimensions. Alignment bead \ in,gap 14141[$110114,11 IN CTIONS r. DO Nail • Prime and paint all exposed surfaces including all drip penetration edges or where water will hang. min.1-1/2 in. . • Apply finish coat as soon as possible or within 180 days Of application. Figure 2 Single raw of Waifs Application instructions (cost.) •Shear values for panels applied directly to studs shall be no greater CONDITION CORRECTION than noted in Table 1 of the ICC-E5 Report ESR-1301 or Table 1 of APA PR-N-124. Snug CT\ OK Not warranted for application on SIP and ICF assemblies. • , Flush � Oi( CAUTION Visible fiber Paint •38 and 76 Series panels must be Installed on 16 in.O.C.framing only.When installing on 24 in.O.C.framing,190 Series panels are Countersunk,/,6 /a iN._ Apply sealant z required. •Backside of panel mustCountersunk more Apply sealant and.not come in contact with masonry or than t/a in, re-nail concrete foundation. •Oo not force siding into place.Maintain the illustrated 1/8 in.space behind the joint to allow for expansion while the panel equilibratesT W. • a a ry EY arm. With the local environment, •LPO SmartSide"Panel siding must not be attached by stapling. •00 NOT INSTALL OVER ALIGNMENT BEAD-Install panels in light contact to the edge of alignment bead.(see Figure 1 and Figure 2) • Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface, Trim • Where siding butts windowtrim,door casings and masonry,etc.leave - a 3/16 in.gap and seal *« Insulated Sheathings LP SmartSide Sidings may be installed over low-compression rigid 4 In.min.vertical "'} Prime and paint foam or exterior gypsum.The following precautions must be followed: flashing 1 in.min *� , bottom edges drip ' _,� a)Adequate bracing of the wall in accordance with the International clearance from Codes or other ruling building code is required. roofing b)For rigid foam sheathing up to 1"(2S.4 mm)thick,siding may be nailed directly to the foam sheathing unless a drainage plane is required by the local building code.Nail length must be in- Figure 4 creased to ensure a minimum 1-1/2"(38.1 mm)fastener penetra- tion into the structural framing. Q For rigid foam sheathing greater than 1-in,(25.4 mm),a minimum 1-1/2 in.(38.1 mm)thick by 3-1/2 in,(88.9 mm)wide vertical strap- ping or furring strip must be installed over the sheathing to provide a solid,level nailing base for the siding.The strapping must be HORIZONTAL WALL)DINTS securely fastened to structural framing spaced no greater than 16 BUTT 5 FLASH LAP In.O.C.(406 mm)with a minimum nail penetration of 1-1/2 in.(38,1 /Siding mm)and a maximum nail spacing no greater than the vridth of the 3 ro f Siding F/ g Blocking siding. mine gap ka Blocking '• Louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam or extedorgyps um, =y. 11 1 in.min. f Sloped overlap j Laptop panel ( flashingwith over bottom .4 in.vertical leg panel ® Nail 3/8 in. from edge Figure 5A Figure 58 ° I 12 in.max. LAPPED HORIZONTAL WALL JOINT field nailing j--Siding " 6 in.max. f perimeter Framing(band joist; sin max. nailing truss chord,etc.) perimeter nailing 1 in.min.overlap Wall Framing Do not let panel 6 in.min.ground w contact masonry clearance. Foundation Figure 5C Figure 3 AFT W0 HORIZONTALBELTLINEJOINTS Figure 91 , ' Scant face width For multi-story buildings,make provisions at horizontal joints for ,[t setting shrinkage of framing,especially when applying siding directly to studs, Siding(4 ft..x 8 ft,) ;a 8in.gap 118 in.gap /Sloped flashing with 1 4 in.vertical le ` g SPACE JOINT 1/8 IN. BAND BOARD OVER 9j PANEL FILLER (�h 2 in.x 10 in. Refer to nailing instructions z band board 1/8 In.gap Filler Board t — Siding(4 ft.x 8 ft.) LP panel sidings are accepted by the State of California as category I 8140-Exterior wall siding and sheathing for Wildland Urban Interface Figure 6 (WUI)applications. For WUI compliance,install LP panel sidings in accordance with Louisiana-Pacific's printed installation instructions with the addition of fire retardant seal(UL Listed fire caulk,nominal ® e ° 1/4"bead)in the vertical joint and nailing pattern of 3"OC perimeter nailing/8"OC field nailing. Look forthe California State Fire Marshal Office label on our siding. The Louisiana-Pacific Corporation("LP")LP SmartSide Siding(the OR "Products")limited warranty(the"Warranty")applies only to Sill plate structures on which the Products have been applied,finished and Sill plate maintained in accordance with the published application,finishing Extend j [ and maintenance instructions in effect at thetime of application. siding j€t_ -, The failure to follow such application,finishing or maintenance still late\' Flashing f instructions will void the Warranty as to the portion of the Products P g affected bythe variance(the"Affected Products"). Min.118 b flashing between / LP assumes-no liability for any loss or damage sustained by the siding and Masonry Affected Products and is expressly released by the purchaser or owner masonry. foundation f j ., from any such loss or liability. Any modification of the Warranty's application,finishing or Figure 7A Figure 7B maintenance requirements is void and unenforceable unless approved in writing prior to application bythe Siding General Manager or his designee and a member of the LP Legal Department, GAR fLA SH 1 ° s • ® ®W, 5 For a copy of the warranty or for installation and.technical support,visit the LP Smarttide product support Web site at: Interior Finish Siding www.l ps m a its i d e.c o m Code Approved Breathable or for additional support call 800450-151%. Water-Resistive Barrier 3/e in.gap WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED. Sloped flashing with 4 in.vertical leg R Trim Cal.Prop 65 Warning;Use of this product may result in Nail fin exposure to wood dust, known to the State of California Space window/door per x (do not damage) to cause cancer, manufacturer's instruction Figure 8 . M A RT S'Q E o TRIM&SIDING i ,auliolur.rnu Cvlt6 •1)2014 Laulslana•Paclnc Corporal lan.All fights ralan ad.LP.Srnartmde,SilverTach and 5marIS Nsh areregiptered trademarks of Lauislana•Pa.lnc{arpOWLlon.pdntudln U.S.A.. UDrE:Loulslena-Pacifl[Cotpara[ion perlodintIlynpdalesand revlses4( itivducllnfornation. To venry that this Version is currant;ca,i aoo-Oso-stos. LPZ80512 1114, alternate inside cornet' -d tally Gap_3/16 ire. Gap 3/16 in. and seal and seal caulk r 1� fII Figure 10 Figure 18A Figure 108 1 r Vapor Retarder If aEquued + bif ED& C:o Breathable I water-resistant barrier O � � 'Ifs` r t 9�t =•: ,fti,�..a '^�� � _v bin. r.•n ,� • ti 4 Jul — shlpiap Up Panel m minimum ground clearance Figure 10C ottorn COUrse detail panel.joint Figure ICE Figure 100 ApAq PORT PRODUJ'0� RE LPI Sir; artSide. Firocision*Series PR-N1. 24 . Louisiana-Pa6ific Corogrn#ion Revised-July 2;2014 Product:EF SmartSide Precision Series Treated-Engineered-Wood Lap and Panel Siding, Louisiana-Pacific Corporation,41.4 UNon Street,Suite 2004,Nashville;TN 37213 (800),450-6106 www.locorp.com 1.. Basis of the product report: ' a 2012 and 2009 International Building Code:Section 144.11 Altemative Materials a 2612 and 2009 iriferhationai.Residential Code:Section 8104:11 Alternative Materials' * ANSI/AF&PA SDPWS-2408 Special Design Provisions for Wnd and Seismic * ASCE 7-10 and ASCE 7-05 Minimum"Design roads for Buildings•and Cather Structures , ICC-ES Acceptance Criteria'for Treated-Engineered-Wood Siding,AC321. - APA PRP-108 Performance Standards and Qualification Policy for Structural-Use Panels NNS Evaluation Protocol faf.Det2rmination of Flood-Resistance l?ropertle's of Building,. Elements a' APA Reiports•R'&D 870-1,T076-.45,T91 Q-11,TglQ-20,T67Q-4,T970-10,T88Q-13,' T9$Q-17,T.99Q-23,T2008Q-12,•T2008P-73,T2008P-74,T2o09Q-v4,T201'1Q-59;; T2012P-22,and other qualification data.. 2.- Product description: Louisiana-Pacific Corporation(1_12�3)SmartSide Precision Treated-Engineered-Wood Lap and Panel siding'is overlaid with a resin•#rested paper and is available with either a smooth ' or embossed surface texture. The'siding is•available as laps or panels. The siding is treated with Zinc'E3orate for decay and insect resistance, Al!edges are factory sealed with a primer.' : . " SraartSide Precision Series Treated-Frig#neered-Wood fap s#d#ng is available in 318 and 7116 Performance Categories,in nominal widths of 6,8 and 12 inches acrd in lengths up ' to 16 feet. LP®SmartSide°Precision Series panel sic#ng is available in 318,7196 and.19/32 Performance Categories,4-foot width and in lengths of 8, 9,and 10 feet. The 3/8 Performance Category panels are available without grooves or with grooves spaced 8 . inches on center. The 7196 and 19132 Performance Category parcels are available without grooves or with grooves spaced either 4 or a inches on center. Minimum thlc#cnesses at the groove and shiplap are documented in the plant Quality Manual. 3: Design props rtles: Allowable racking loads for LP°SmartSide Precision Series panel siding are listed in Table. 1. For 3/8 Performance Category panels nailed at shiplap edges,use 5116`Performance- Category shear values, For 7116 and 19132 Performance Category'panel sidings nailed at' . = shiplap edges,use 318 Performance:Category shear values.'Design wind ioads Lp'�- SmartSide Precision Series Iap:and panel siding are ilsted in Tables 2 and 3,'respectiva#y. 4. .:Product installation; LP'SmartSide Precision Series Treateq-Eng#neeted-Wood.Lap and Panel sidings shall be Installed In accordance with recommendations provided by the manufacturer ; (www 1pcormoom/smartsidellao/and www#pcolg_com/smartsicle/banell)and APA ' Engineered Wood Construction Guide,Form E30(www:apawood.oratoublicaU-O-nsl. The @ 2014 APA-The fznginsered vik>d Association ; ARA Product Report'PR-N124 Revised July 2,2014 ' : ' Page 2 of'7 maximum span shall be in accordance with the$pari Rating shown in the trademark..The LP'a SmartSide°Precision Series lap siding shall be permitted to be installed over the facer of structural insulated panels(SIPS)in accordance'With Table 4.' 5. Fire-resistant construction; , Wood structural panels that are nckfire-retardant-treated_have been shown to meet a Class Ili(or C)categoryfor flame spread. Unless otberwise specified,fire-resistant c6ristruction, shall be in accordance with the recommendations in.APA Fire-Rated Syilems,Form W305 (see link above). 6. Mood resistance evaluation: Selected properties critical to flood resistance'of 318 and 7116 Performance Category panel siding,Including uni€orm.loads,concentrated static[dads,concentrated hard body and soft body impact.loads,fastener performance,wall racking resistance,edge thickness swell, .' . linear expansion,hygroscopicity,exterior bond performance and large panel.and small ' specimen bending properties were evaluated at a 16 o.c.Span Rating in accordance with NES Evaluatlon Protgcol for Determination of Flood-Resistance Prpperties of Building Fiemehts. Test results in the dry(as-received)condition and after moisture cycling in, accordance with the PIES protocol were compared to the requirements specified in iCC Evaluation Service•(ICC-ES)Acceptance Criteria for Treated-Engineered-Wood Siding (AC321). 7. Limitations: a) LP9 SmartSideo Precision Series Tree Gap and Panel.siding used outdoors must be finished in accordance with recommendations prWdEd by the manufacturer`(see links above)and APA Englneered Wood Cbnstruction Guide, Form. E30(see link aboye). b) LP's SmartSidePreclsion Series Treated-Engineered-Wood panel siding is flood resistant on the following properties:uniforn'i loads,concentrated staticfoads;• concentrated hard body and soft body Impact loads,fastener performance,wall racking resistance,edge thickness swell,linear expansion,hygroscopicity,exterior bond performance and large panel and small specimen-bending properties. This evaluatlon applies to 318 and 7116 Performanoe Category panel siding at a 16 a.c.Span Rating.- c) LP`s SmartSide�'Precision Series Treated-Engineered-Wood Gap and Pariel siding is produced at Louisiana-Pacific Corporation facilities at Hayward,W,;Newberry,MI, Tomahawk,Vill,and Two Harbors,MM under a quality assurance program audited by APA. d) This rep_ort is subject to re-examination-In one year, 3. Identification: .. LPO SmartSide6 Precision Series Treated-Engineered-Wood Gap,and Panel siding' described in this7eport is Identified by a label bearing tne'manufacturer's name(Louisiana= Pacific Corporation)and3or trademark,the APA assigned plant number(357 for the Hayward plant,416 for the Newberry plant,435 for the Tomahawk plant,or 399 for the Two Harbors plant),the product,Performance Category, the Span Bating,the Exposure Rating,the APA logo;the report number PR-Nl24,and a means of identifying.the date of manufacture: 0 201.4 AFA-The i=nghresred Wood Asscdail6n ti ; .' 07-02• " n APA Product Repoi-P PR-id1244 Revised July.2,201.4 Page 3 of 7 Table 1, Allowable Racking Shear(pif}for LPA'Sma tside°Precision.Series Veated-Enginee.red-V11aod Panel Siding—Sheathing Shear Wells MO framin of`Doti las=Fin Larch or Southern'Pine for Vltind or Seismic L*adin S'-1 1 Minimum Panela Applied Directly to Framing Panels Applied over Z!2-inch or. Nail 5/8-inch Gypsum Sheathing. Performance penetration . NaitSize Nail Spacing at Panel Edges Nail size- Nail Spacing,at Panel Edges ` Category, In Raining . (Common or (tri.} (Common.or On.) (in.) 'Galvanized {0 Galvanized' 'toy Box} 6 4 3 2 BOX) 6 4 $ 5116ts,$) 180 270 350 450 160 270' 350 450 Bd 3/8('-6) 1 if4 6d .200+. 300 390• 510 200 300 •390- 540 318(51e) 220, 320 410 530, 260 380 490(4)`; 640' : 1-112 lad lod 7716{� 240 360 450 585 260 380 451014) 64t) 19132t 1-616 10d 340 510. e65{O, 870 For SLA inch=25.4 mm,1.pif=,14.6 Nlm. 'For framing of ofherspecies:(a)find specific gravity for species of lumber inAFMA National Vesign Specif Dation:(b)find shear value from table fbr nags size:(c)muiftplyvalue by 0.82 for species with specific gravity greater than or equal to 0.42 but less ihan.0,4%or 0.85 forspecies with specific gravity less than OAP— ;z)'Alt panai edges must be.backed n,4th 2-inch nominal ar wider framing. PaAnels must be kMatied with the lorrg dintensiofi:bflerited lh the vertical direction:'Space naffs.8 inches.o.c. along Intermediate 4ammg members for.3l8 and 7116 Performance Category panels installed on studs spaced 24 inches o.c. Farother conditions and,panel Performance Categories,space nails 12 inches o.c,on Intermediate supports.. For shear toads.of normal or permanent load duration,.the values in the table shall be multiplied by 0.63 or 0.58,respectively. Framing at panel edges must be 3 lncftes nominal or wider and naits must•be staggered where nails are spaced 2 inches o.c.,and where:l Od nails having penetration into framing of more than lwM inches arta spaced 3 inches or less;o c..Ettcoptium.Unless otherwise required,2-inch nominal framing may be used where full nailing surraca is evaiiable,and nails are staggered,. tst Ex 'pt as noted in.Faotrote 7;.panetthickness at..point-of nafifng•at panel..edges detennihesappiicable-shear•values,excepi that 318 Performance Category paneisnailed at shiptap• - - edges use 5t16'Perfonbanee•Category snearvaYres,acid 7116 and 19432 Performance Category panel sidings nalied.at shiplap edgep use 318 Performance Category,shear values. ' t� SFsiplap edges must be double-nailed;one nall must lie placed in the undertap and a'second nail must be plated in the overlap at the nail spacing specified for the applicable shear . value: _ • ' -- m'.Fastenom must not be iirstalted in panel siding grooves in thefield.of the panel siding orwhen the panel siding grooves occur at cut edges of the panel siding. Q 2014 APA-The Engineered Woad Association _ 07-02 APA Product Repoli''PR-N124 Revised July 2,2014 Page 4 of 7 ' Table 2a. Le' Sidin —Maximu notrilnal allowable desl n wind's eed.V„dtil Maximum Maximum Maximum Nominal 4AHoWable)Wind Wall Siding Allowable. S eed'V,,1P m h . Performance Stud Widih Wind end Exposure Cate o Category Spacings) (in.) Pressure in. B C D 6 80 170— 150 940 3!8 .16 8 79 .170. ` 150 • 140 = 92• 50 140 • 120 110 6' ..80 . 170. 150 140 16 B 76 170” 150 130 7/16 12 49 140. 120 • 110 6 71 1.70: "145 130 24 81 51 1 145. 120 110 12. 32 1 •;110 90' 90. For Str 1 inch a 25.4 mm,1 psf=4.7.88 Pa.,1 mph=:0.447 m/s: oto Oneaastener per stud located 314 inch from the,top edge of the siding. Each successive eourse.of lap siding must_ overlap a minimum of 1 inch,.Fastener must have a minimum head.diameter of U97 inch,a minimum shaft diameter of 0.113 inch and a minimum length of 2,5 inches(8d box-nag). . Wall studs.must have a minimum specific gravity of 0.42. ay T}ree-secorid.gust;based on wind pressures acting toward and away from building surfaces,at 3M height in Zona 5 with smailbst effective area per Chapter8 of ASCE 7-05;Section R301.2 of the 2009 and 2012 iRC,and Section 1609.1.1,of the 2009 i0C. Table 2b. La. Sidin -Mae mum ultimate dell n'wind speed V i11 Maximum Maximum Maximum Ultimate Design Wind Speed, Performance Wall Siding ultimate MAt(3)(meh Category Stud Width, Wind Wind Ex osure Cat ory {zy Sp ng (in.) Pressure B C D in. s . 6 133 200. '• 160 180 318 .16 -8 131 200: 180 180. 12 83 180 150• 140 6 ' 133 200 180 180 16 8 •127 200 180 160 7/16. 12 81 180 150 140 ' 6 119 200 180 150 _ 24 6 85, 180 150 140 '12 " 54 1:4Q 120 •115 For,81: 1 inch:=25.4 mm,1 psf=A7:88 Pa,1 mph a 0:447 m/s. I'r One fastenerper stud located W4 Inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 inch. Fastener must have a minimum head diameterof 0.297 inch,a minimum.shalt diameter Of 0.1 13inch and a minimum lengM of2..5 inches(ed box nail). M Wali studs must have a minimum spedticgravity o10.42.* �'� Three-second-gust;based ori wind pressures actlna toward and away from building surfaces,at 30-11.height in Zone,6 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 2012 IHC. 2044 APA-The Engineered Wood AssociaUcn .07-02 APA Product Reperto PRA124 Revised July 2,2014 .: .Page.6 of 7 . Table 3a. Panel Siding—Maximunn nominal fallowable design wind s'eed,Va Fastener Spacing, Maximum Nominal CiAJlomble) . Maximum in.D.C.) Maximum llUirid:S acct V�;a3) m h Performance UVatt�#ud Allowable Category S.pacingt�i Wind Wind Ex osure Gat o (In.). Edges :`Field Pressure B C D 18 :, 12 , 46- 130 110 . 105 $ 6 80 170 160 140 24 6 . •12 : "31 110 90 = 85 • 6 81' 150 130. 120 16 612 45 ''130 110 .105 7116 6- • 80 170 150 140- 24 6 12 30 1.10 90 85 6 59, 160 130 920 71 16 _6 12 41 130 110 100 19132 5 .80 .. 170 .130 140 ` 2 27' 105 90 24 . 6. .16 55: 150 125- 110 For81:..1 inch=25.4 mm,1 psf—47,88 Pa,1 mph=0.447 m1s. tai Fastener-must have s'minimum head diameter of 0.287 inch,a minimum shaft diamete'i of 0.11113 Inch and a minimum length of 2,6 Inches(8d box nag). - m Wall studs must have a minimum speciflc gravity of 0.442.. 3r.Thre"eccnd-Ouse based no wind pressures acting toward and away from building surfaces,at 304 height in Zone 5 '%vith smallest effective area per Chapter()of ASCE 7.06,Section RS01.2 of the 2009 and 2012 IRC,and Section 1609.1A Of the-2009 JBC: Table 3b. Panel Sidin Maximum ultimate deal n wind s eed,Vin Fastt?ner SpacJn® Maximum fulaxirnum ultimate Design iNind Maximumim o.c. Ultimate Seed! V.,P ph). . Performance Wail Stud Category Spacirngi edges= Field PressWinure .' 11,1dF�c osure t^,ate or ' (in.) s B • ar A' . 1& 6 12 ?7 160 150 130' 3li3 6 i 33 200 . 180 180 24 6 12 51 140 ' . 120 110 6' 102 200 .. 160. .150 16 6 12- 74 160 140 130 7116 6- 133 200 180 180 24 .,. 6 12 50 • . 140 120 110 B 99 200. - 160 150 t6 6 12 69 160 140 , 130. 19132 6 . 133 ' . 200 180 180 2q 1 6 12 46 130 115 6 92 180, 160 ISO Far:31:-1 irx:tt=25:4 mm, 1 psf=471.88 Pa,1 mph=0.447 mis, nr Fastener must have a minimum head diameter of 0.297 incli,a mintmum shattdiamiterof 6.113 inch and a minimum length of 2.6 inches(ad box nail). ; ai Wall studs must have a min.`mum specific gravity of 0.42. m Three-second-gust;based on wind pressures acting toward and sway from building-surfaces,at 30-ft height in Zone 5 with smailest'eftective,area per Chapter.26 of ASCE 7.10 and-Section-1609.1.1 of the 2012*1130., 0 2014 APA-The Engineered Woocf.Associaflon 07-02` > , APA Product Report`s PR-N124 . Revised July 2,2014 Page 6-of,7 Table 4a.Lap Siding Installed Overthe Facer of 51Ps(')•-Maximum nominal(allowable), ..deli n winds eed;W Maximum. IMaximurrrhlominal Allowable) Makimurn Ring `Maximum 5I Performance .Shank Nall Wool Screw String Ailavrabte Wind Speed,V�,d {mph} Category SpacingM Socing(4): 1Mdth Wind'. Wind 5x osure Cate 4 {in.} (in.) (in.) Pressure !7 tpsfl B C D. 6 80 170 _r 150' 140 3/8 8.. 12 8 63 150 ' -130• - •125 12 '40 . 125 105 g0 B 58 180 , 130 124 . 7/16 12 16 8 42 130 110 100 12 • 27 105 85 For$l!: 1 inch=25;4 mm,1 psf=47,88 Pa,1 mph 0.447 m/s. . The facer of,the structural insulated panels(SIPS)shall be 7118 Performmance Category or thicker OSS sheathing meeting DOC OS2 requlrerrients. } The tabulated values represent the capacity of the LP Lep Siding Installed in.accordancesvith the requirements of this. table. The tabulated wind speod.ohali not axoeed the 81P capacity'for wind load resistance. tai One 8d dng'shenk nail(0.120 inch in diameter)located 112 inch from the top edge_of the siding-"7hd ring shank nails must hav9 a minimum-head diameteir df 0.297 inch,a minimum shank diameter of 6.120 inch and a minimum length of 2Inches. {41 One#8 woad screw(0.184 inch in diameter)located 112 inch fibm the top edge of ilia siding may be used. The wood screws must have a minimum head diameter of 0.297 lnch.,a minimum shank diameter of 0.164 inch and a minimum length of 2 inches..,' `s!. Tliree•s800nd-gust:based on wind pressures acting toward and away from b'yllding'surfaca+s,at 304height in zone 8 with smrialled effective ansa per Chapter t3 of ASCO 7-06.Section 8301.2 of the 2008 and 2612 iRC,and Section 1609.1.1 of the 200018G.' Table 4b. Lap Siding Installer!Over the Facer 6f gIPsfu..-Maximum-ultIrnde'design.wlnrf S egad,Witf2} - Maximum Maximum Ultimate Design Maximum Ring Maximum rsa Performance shank Nall Woad Screw SidingUl#imate Wind Speed,V,s -(mph} Category Spacfngc3l Spacing(a) Width Wind Wind:Ex osure Cate ory, (In.) {in.) : Pressure S C ,o 6 133 200 .180 . 180 318 8 12 8 105 200 • 160 •160 12 67 160 140 •120 $ 77 200 160 150 7116 12 16 8 70 . 160: 140 • 130 12 45-1 130 115 For St: 1 Inca.=25:4 mm.1 psf=47.0 Pa, 1 mph 0.447 rats. M The facer of the structural.imulsted panets-(SiPs)shall be 7118 Performance Category-or thicker OSB sheathing meeting•DOC PS2 requirriments. ' M The tabulated values represent the eapaotfy of the LP Lap Siding installedin accordance with the requirements of this table..The tabulated wind speed shall riot ekeead the SO capacity for wind load re6istanse. , t One tad ring shank nail(0.120 inch In diameter)located 1/2 inch from the top edge of the siding. The ring shank nails must have a minimum h6ad diameter vf:0.287 titch.a minimimm shank diameter of 0.120 inch and a minimum length of 2Inches. Ri One#a wood screw(0.164 inch in diameter)located 112 inch from the top edge of the siding-may be used.-The wood screws must-have a minimum head dierneter of 0.297 Inch,a minimum shank dlameter of(1.164 inch artd a r0ifilmulln length of 2 Inches. ..• . ir1 Three-second-gust;based on wind pressures acting toward and away from building surfaces;ai 30-it height In zone 5 with smallest effective area per Chapter 26 ofASCE7A0 and Sectibn 1808,.1.1 of the 2012 IBC. Q 2014 APA-The Engineared WooeAssociatlon 07-02 APA ProdUa Report°PR-N924,, Revised July 2,20'14 Page Z af7 APA - The Engineered Wood Association is an.,approved national standards•developer ' accredited by American National Standstdo 1naftile(ANSI), APA publishes ANSI standards and Voluntary Product Standards for wooti structural.panels,and engineered uro0d�pproducts. APA is a4 accredited certincation body unddr 1St)65 by Standards:Council of Canads CC, an accredited.inspectiori::agency under ISOBEG'17020 by International,Code Cou'' i (ICG International Accreditation Service (IAS), and an accredited testing organization under IS011E0:17025 by iAS:' APA Is also an approved Product Gertiflcallon Agency,.Testing Laboratory,Quality Assurance Entity,and Validation Entity by the.State'of Florida, and an , apprevad teating laboratory by C.ity'of-Las Angeles and Miami-Dada County. APA—THE 1=NGWEgR D WOOL]ASSOGIA776N HEA mARteRs 7011 So.t e St.•Tacoma,Washington x$466 i Phone:,(253)565-066•Fax:(253)565-7269•Internet Address:wiv4r'anowpg8.om it PRODUCT SUPPORT HELP DESK (253)820-7400•E-mail Arlftn help6 pawood.org IDISCLAROER APA Product Reporl?Is a ttademark of ARA—Tile EngineerW Wood Asdo'61aran, Tacoma. Washington,The infomration cintsihed herein Is based on the product evaluation 16 accordance with the references noted-in this report Neither APA, nor its members make any warranty, expressed or implied,or assume any legal liability or responsiblllty for the use,application of, and/or referznce to opinions,findings,conclusions,or remmmendatwps included in this report. Consult your Io6a1 Jurisdiction or design prolessiohal to assure complianceer with code. construction, and performancerequirements• Because APA has no control ovquarify of worim,'anship or the conditions tinder which engineered wood'products o used,it cannot accept responsibility ofproduct performance ordesigne'as actuailyconstructad.: 0 2014'APA-7hs Engineerad Wood Association .07-02 ICC EVALUATION A c i61nt Evaluation Report ESR-13-01 ICC sus s t a 02/16 :ii 423-6587 1 -r"' .. ' ' p11tfS11C�id:�H6 00 iJ,O,-- . � ' ` T1�S AnJD COtVfPC9SJTES . .• . 0IVJS19 00•-'-THERMAL AIVJ}Mai_. . aDTECTION SECTIOW 07 46 13—"'W S[DIN • .• , .1.91 kY. .'.Y . Ana: i�?:, _ ••tf':�r�• ^ �. - r :�. ' REPORT HOLDER: — ,...,s' o. 1FIC-11 RATION L3. c 41411 r S71i1± U ° JOiB: EVAWAT aSUBIIACT. z p a LP SM r SDE JSI® P" +G (VD;,,%SMART511}E'PRECISitJi� # � IDIJVG; S ICC took for the trusted marks of Conformity! "2014-Recipient of Prestigious.Western States Seismic Policy Cguncil - (W55pC)Award in Excellence" r �awct�tia�'. A.Subsidiary of ICC-ES Evaluation Rep:c 7s are not'ta be consirued a.reprekeratin aesthetics dr arty other adributei-not speciflCally, addressed,nor are they to be connived as an'endprsemerrt of the Subject o,f the repori or a reaommenifaaon far Fts tese. There is rto warranty by 1CC Evatuation Seivice•.tLG express br Urtplied,-as to anyt hiding or otter matter in this repast•' -or as la airy product covered by ilae report. Copyright O 209,4 EVALUATIONPIA SERVICE Joint Evaluation lttyport . ". ESR.1301*` Reissued February2014 This-report•is subject to rerieival i+ebrueryr.20i6: www.1cotias.org j (OPO).423-6587 E (662)696-043 A Subsidiwy of the"lnfei»af vrra!Golfe dour 110 DIVISION.64,00-ob-=tE OOD,:P ASTIOS AND &0; DESCRIPi ION composites , Sectio,n..wi600-4heathing 3.1 GaridtaF LP SmartSide Precision Lap Siding and LP smact5ide�' cIVISI0M.:07.�Dt100—THEIAP+L AND:Mi7(STCIRI= Precision Panel Siding are:engineetetl-mesad exterior wail F PROTEGTibN covering materials thst.are"sartable4ii lohoietm eicposure Section. 07 4.23—Woad tiding• to weather ar conditions:of similar severity,When to vertical supports or approved nailable woad substrates REPORT HOLDER: ;_ in'accordance with their span ratings and-#his evaluation report.The Isio siding anti panelslding products consist of LAU1SiANA-PACIFID'GORPORATION a neat-f©rrrred wood substrate preservatively.treated with 414 UNIONSTREET,SUITE 2000 zinc borate In accordance with AWPA Standard T1,end a ' NASHVILLE, 37219 resin-impregnated overia}r m�iterlal borided,to{he'face of {a$8}:820 0326 the.lap®rid panel Biding products.intended`t6 be exposed www.LPco gcom to the weather,,Addi6onally,all Panel and lap siding edges: M6rke Nq.,care factory-sealed with a 94aler in aceordanca=with the EVALUATION SLli3J1 CT' approved quality o6ritroi'manual. - 3.2 LP SfnOrtSide'°Precision Lap Siding: LP SMARTSIDE PREGISIOIV LAP .51$IfdCs AND LO, LP$martSldd- Precision Lap Siding is avallabi6 in widths• SMARTSiDePRECISTOk 1PANEL SIDING.` ' ' Of 6, g and 12'ihches(152„203 and 305 mm); categories 1.0 EVALUATION SCOPE, and 7/6; and ,9engtbs of. 12 to 16. feet (365t3-to 4877 mai). The 8-lrtch-wide(203,mm); 71rs category lap Compllance+,with the fdWiving codes: siding is'also:`availa4ble'v'dth an optional 'self alignment edge. M 2012, 2009; 20M and 2003 fnternatioriaf 60ding Cod {IBC) 3.3 LP SmartSide.Precision Parcel siding: e . •. a 2012 2009 2006, and 2003;-intemationaf Residenfiaf I-P SrnartSide Precision Panei'Siding,1s4 feet'(1219 mm) wide;and 4 6,7, 8,9 or;1 Q fleet(1218, 1829,2134;2438, Code {IRC} 2743._or 3448 mm) in length LP SmartSMO.Precision Properties evaluated:, Panel Siding is available in /e,7/1.a*, and'062-categories. s 6xteriorsiding The Na_category panel has grooves spacei at 8 inches (203 min); with a minimum thickness at the grooves of * Structural 0.164 inch(4 mm)an a minirn4m ckness at the shipiap ' 2.0'USES of 0.136 Inch(4 irim).The"11ye calegory panel has grooves spaded at:4 or 6 inches(102 or 203 ram),VWth a mihimum LP Sntait$ide® precisfan Lap Siding and, LFA SmartSide" thickness at'the grooves{of 0.235`mch (6 rnmj and a Precisien Panei.Siding are used'a$exterior wall,co,kring minimum th:dcnesa at nI e'shlplap'byes-spao id (4'rnrrr), materials on'buildings where combustible materials are The h2 'category '' I has grabves spaccetl. at 4 or permitted 8`irrches(102 or-203 MM),7Wh a minimum thiokness;atthe grooves of 0,311 inch (a rrirn).and a,'m.miinuni shipiap LP Smartaide,Precision Panel Siding may-'be used as thickness of 6.194-inch(a mm). ' bracing method 3 for e6oventlonai wood-framed wiilis as LP Sn ai#Side�' Precision Panel Siding is classifiedas specified IntSC Section 3 23Q8.9, and .tRG 'seckiori Exterior'Rated Siding'or 1b0arior:Reted Siding--•Sheathing... 8602 t0. The classtfiratlon is 'noted 'in the, iaiael can the panel. . LP SmaetSide�' Precision Oanet Siding maybe used as Exterior Rated :Siding. Is intended to.b&Installed in sheathing for wood structural panel shear,walls having applo_tions in.'aod6idancwe with IS.c Section 23b&6.3:and allowable .shear loads., specified ..for PS2-compliant IRC Section.8662.10 as.an exterior siding suitable'for wood-based.sheathing in accordance with 2003!2008 IBC long-terra expo$vie to .weather or conditions of sl irllar Section2366.4.1,and 2009/2612100 Section 2306,3:' severity.In addition to the intended application for Exterior -' `Revised Dewrnber2094• Co*aht 0 2014 f Pig 14F ESR-1301 J'Most Wide Accepted irid Trusted Page 2 of 7 Rated. Siding, Exterior Rated Siding—Sheathjng is vertical or horizontal shiplap,, 6r. otherwise made Intended to be Installed in"applications in"accordance:with • waterproof. 2003/2006 IBC Section 2306.4.1, and 20dg/2D12 "iBC AA ComrtpQitent slid .Cladding titling Pressure Section 2306.3, - � , . • Capacity: . 4,0 INSTALLATION ' Maximum'allowable component and,cladding wind loads 4.1 general: (wall,zone 5)-for LP SmariSide Precision Lap Siding and' LP SrmarlSideP Precision Lap Siding and LP SmartSic[60 LP SmartSidePrecision Panel Siding based on a Precision Panel Siding must be installed,fn accordance; minimum fastener schedule, are•provided in Tables 2 with the manufacturer's published Installation.instructions through 5.• Tables 2 and 3, for lap and panel 'siding, (titled Application Instructions LP SmartSide Precision respectively,are based on full fastener penetration into the c watt studs; Le., fastener.penetration = fastener length - LaplL Srnartftfa Precision Panel Siding)and this report, siding thicknesd. Tables:4 and 5,for lap and panel siding,. in the event of conflicts,this report governs.A copy of fife respectively,are based'on a minirnurn"fastener penetration manufacturers installation instructions must be on the Irito the wall studs of 1%inches. jobsite at ail times during Installation. LP SmartSideO Precision-Lap Siding and LP SmartSideP 6'0 CONDITIONS OF,USE- Precision Panel Siding must to installed With an approved The 'LP -Srnart$lde®'Precision:Lap 'Siding and LP water-re'sistive barrier as.required by the applicable code. SmartSlde®Precision Panel Siding described in:this report 'Openings.in,penetrations through, and#erminations of the ooMoy with, or are suitable atiemativas to what is LP,SmsrtSideo Precision Lap Siding and,LP.SmartSideP specified In,those codes Iisted'in•Section 1.0 of this report, Precision Panel Siding are outside the scope of this•report subject thefollowing conditions and must be specifically approved by the code official in S.9 LP SniartSidetl4 Pression Lap Siding 'must 'not be accordance with the applicable aide.. used to satlsfy the bracing requirements specified In Unless otherwise. noted-in',this report, fasteners and the code. fastener spacing must be as rioted in the applicable code. r>l-.Sheatfming &2 LP Smar#Side precision.Panel Sidi 4.2 LP SmartSitieD Precision Lap Siding: when Installed as set forth in this report,_may be used LP SniartSide as method 3"bracing.specified in Section 2308.9 of •Precision Lap Siding Must be attached to the iBG and Section.Ft602.10 of the IFtG.: framing 'members "spaced a maximum of 16 inches (406 nim)on center for Na category siding and a maximum 5.3 in areas where seismic analysis is required by the, of 24 inches(610 mm)on center for'Ae category siding. applicable"code,the applicable code requirements for Self-aligning LP SmartSide Precision Lap Siding-is wood stirdcturai panel shear`walls must be consulted installed with nails placed at the top,of the LP SmartSide for a4ditional detailing requirements, restrictions concerning certain Ugages, r,*qulred modifications to Precision Lap Siding, !a inch (13 mm) down fimmh the the allowable,shear loads tabulated in this report,and upper edge. Each successive course of lop siding must additional Inspection-requirements, , rest on"the.back rabbet-and must self-align,at an overlap of i311a Inch(21 mm). 5:4 LP SmartSld0 •Precision 'Lap'_Siding .and LP Nails must be of sufficlent length to penetrate a minimum SmarkSidea Precision. Panel Siding 'must not be 1 installed In-contact with concrete oi'masonry. of 1 fs inches (38,M) through'the sheathing and into _ framing at each stud location. :5.5" LP SmartSide° Lap Siding.and 'LP'.•SmartSWO Precislon Panel.Siding must be installed, with a 4.3 .LP SntartSide Precislan Panel Siding: minimum .6 inches (152• mm) of clearance' from LP SmartSlde Precision Papal Siding must be installed finished grade:: with its tong dimension oriented vertically. m 5:8 When field cuts are made to LP SmaitSide Precision When LP SmastSlde Precision Panel Siding is applied Lap.`Siding and_LP SmartSideo Pr6clslon Panel directly to the framing,-"the maximum spacing of the Sloiing, all exposed surfaces must be finished framing Must be;consistent with the span.rating of the LP according to the paint or cauiktseatant.manufactureW SiriartSide®'Precision.Panel Siding, Wn ich is identified on. specifications. the panel'e;label. 5.7 LRSmsrtSidee- Precision Lap.. Siding and LP Allowable loads for shearwalls sheathed with LP' SniartS1610 Precision.Panel Siding are manurectured SmartSide Precision Panel Siding-L.-Sheathing are-noted by' Louisiana-Pacific. Corporation in Hayward, in Table 1. Wisconsin. (Mill Nei., 351); Newbern, Michigan Pour-toot-by.-8-foot -(121-9, min by 2438 mm) LP (Milt No.416);.tomahawk,*Wisconsin(Mill No.-435); and Two.Harbors, Minnesota(Mill No. 399); under a Smarally, ictl Precision Panel Siding—Sheathing installed quality control progrbrn with Inspections by ICGES: vertically, directly.to framing, with a single raw of nails � • penetrating both laps,•spaced 6(nares on center at pane! 6.t} E1/IpEi3CE 61,16 TTED edges and 12.inches (305 mm_)on c6nter at intermediate Data in accordance with the 16C-ES Acceptance Criteria supports may be used to satisfy the,Wali braoing for Treated-bngineared4o6d Siding (AC321); •.dated requirements for aonventlonal light frame constructlon October 2005, specified in the,code for*prescriptive construction. Install per coder requirements for,method 3 bracing,with wood 7.1) •IDENTIFICATiON structural panels. ' • Li? SmirtSideP Precision Lap Siding•and LP $mart5idee• All LP SmartSideo Precision Panel Siding,joints' must Precision Panel Siding must be labeled with the product occur at framing members and must be protected,with.a designation,and the name of Louisiana-Pacific Corp:The continuous wood batt; approved'"caulking; flashing,,or _ •stamp shall provide the following information; ESR439i I Most Widely Acceplad and Trusted Page 3 of 7 1, Millnumber. , 4. . Span rating. 2.- The evaluatidn report-number(ESR-1301). : 5. Performance category.;(based on customary inch 3.• Grpdelexposure. ' fractions) TABLE I—.ALLOWABLIZAACKING SHEAR(ptf}FOR LP SttYartSidO Preciaion PANEL.SiD1 G-SHBATIiING SHEAR WALL$ MTH F-RAM114G OF DOUGLAS FIR•L.ARCH Ott SOUTHERN PINE FOR..VAND Ofd SEWmiC LOADING-'.3 PERFORMANCE MINIMUM PANELS APPLIED DIRECTLY-10.FRAMiNG CATEGORY NAIL PENETRATIO&IN. Nall Size(C' moron oro NaliSpacing at Panel gdgas FRAMING(Inches) . Galvanized (Inches) - 'Box) 18Q . 270 350 450 200' :300•, 380 510' - a sk. 220" '320 410 . 530 8d 210 350 .. 460 ' 585 'tde 'alb 1$!$ 10d 340. 510 865° 870 For 5141 Inch=25.4 tnm.1 pita 14.6'Nim. 'For framing of other species:(a)Find specific gravity for species of lumber in AF&PA.Natidnal Design Sgecificaiion;(b)find'shear value from table for nails size;c)multiply value by 07,02 for speolas with sppelticgravity greater than or equal to.'0.42.but less than 0.49,or 0.85 for species with"speclller6ravity less than 0.42. 'Ail"panel edges must be backed with 2-Inch nominal or wider framing.Panels must ti+ Installed with the fang dimension oriented in the vertical direction.'Spaoe nails.6 Inches o'c.aiong intermediate framing members for st®category and'110 catogory.panels installed on studs-paced " 24'metres o.c.For other conditions and panel thicknesses,spam nalls-12 inches o c.on intermediate supporta. "The values are for short=term loads due to wind.or earthquake(133%Increase)and must be reduced by 25 percent for normal duration of loading. "Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are's'peced 2 inches o.c.,snd where 10d nails:having penetration Into framing of more than 16to inches are spaced 3 inches,or less,o.c'..Exception:unless othenyise required.24n6h nominal framing,may be.used-where full nailing surface Is available and nails are staggered. SExcept as noted in Footnote 7,pane€thickness at point of nailing at panel edges determines applicable shear values,except that'!o category panels nalled at.shipii3p edges use shear values for s!!6 category panels,and !ie and.191ss:category panel sidings nailed at shiplap edges use shear values for%category,panels. "Shiplap edges must be double-nalled;'one nail 'must be placed In the.undedap and,a second nail must be placed in the overiap.at the nail spacing specified Vr the applicable shear value. 'Fasteners roust hot be;Insialieddn panel siding grooves 16 the field of the panel siding br wtlen the panel siding grooves occur at cut edges of the.panel siding. TABLE 2a—LAP SIDING MAXIMUM NOMINAL(ALLQWASLEy:COIMIPONENT'AN0 CLADDING DESIGN WIND SPEED,Vim''" PERFORMANCE MAXiMUM WALL SIDING MAXIMUM MAXIMUM.NOMINAL(ALLOWABLE)WND CATEGORY STUiD SPACINGS WIDTH, ALLOWABLE WIND $Pr.F_D�Vim°(mph) (tsiohas} (€nchEs) PRESSURE Wind Exposure Cati�goty (Pso $ C D 6 80 i70' 150" 140 s!e 16 8 ' 79 170.:: 150 140 12•.: 50 . 140 120. ' 110. 6 .80. i7q 11Z - 140 . 16 '8 . 70, 170 ISO 130 12• 49 140. 120 110 S!, . . . 71 170 145 ISO 24 . 8 51 155 120 110 . 12. 32 :110 90 90 For 61:1 inch=ZSA mm.I psf-'47.88 Pa,1 mph 1:6 kph, 'One fastener per studlobeiled'f.Inch from the top edge Of the siding. Earn successive_course of lep siding must ov4Ddbp a minimum of 1 inch, Fastener must have a mthimimi head diameter of 0.287 loch,,"a minimum shaft diameter of'0.113 inch and a minfimum length of 2.5 inches(8d box nail): �Tabutaied values assume-full penetration of the fastener into the wall studs,I.e.,fastener perie"bon=fastener length—siding thickness. 'Wall studs must have a minimum specific gmvitj of 6.42. 'Three-second-gust; based on wind pressures acting toward'8hd away from building sudac i,%at 30-feet helght to Zone 5'%Wh smallest effective area per Chapter of ASCE 7-05,Section R301.2 of the 200912012 JRC,and Section 1808.1:1 of the 2;009IAC. ESR-1301t WidetyA22e ted and Trusted . .. gage 40#7 I ABLE 2tr—LAP sEDING3:-NAIC{Niti4tl:ttt.'i MATE t',�,mpottENT ANCf"PLADDIRIG.CIESIGN W14D SPEED,Wn' PERFORMANCE- MAXIMUMWALL L SIDING MAXIMUM MAXIMUM'ULTIINA'i'E DESIGN W ND SPEED, CATEGORY STUDSPACING' WIDTH' ULTIMATEWIND Vwe(mph) . . (tndh6sy •(inches) : PRESAPRIE Wtnd (toff Exppsure Cate®oty 6 : 1$3 _ 260 • . 18(1 . 1$0 ole ' 16 : 8 181' 200..._._ 184 .180 12 83 180 150 146 :. 6 " 133 200_ 180 i80 16 8 127 : 200 180 12 $1 180 •150. .• 140 71,0 43 ` 11S_ •200. 180 160. ' 24 $ 86 160 ,, . .1s6 140 t2- 54 4441• 120 115 For 81;1 Inch--2s.4 ram,I 03f 41.66 Pa,1 mph=1,6 kph. 'One fastener par stud located 3 ince from the top edge.oi the siding. Each succgssive course of tap siding must overlap a minfmum of 1.inoh, Fastener mastisf ilave;a riiinirnum bead diameter of 0,297•inch,a miritmgm shalt diameter of.0:113 Inch and:e minimum length of 2.5 inclies(8d box nail): 'Tabulated values assume ful)penetration of the fastenerinty ft Wali studs,i.e.,fastener peinetration 3 fastener length—siding thickriesc. 'Walt studs inust haven minimum sRecitic'gravity of 0:42. 'Three-second-gust; based on wind pressures acting,toward and away from building surfaces, at 30=foot height In-Zone 5 with sir allest •. effective arae pdr Chapter 26:of ASCE 7.10 and Section Ifidg.1.1 of the 2012_ISC: TABLE 3a-PANEL SIDING-.WWiMUM NOMINAL(ALLOWABLE)-GgMPONENT AND CLAW NO MESION lA P.SPEED,Vf Wl ' PERFORMANCE MAXIMUM WALL . FASTENER SPAG N63 MAxIAj UM LL MAXIMUM NOMINAL.' dATE66RY STUD SPACING' (inches o4,) ALLOWABLE UUIND: (AOWA . BLE)'VMNO SPEED, V0`(mPh) ".(inches} PRESSURE(psf) _ . Edges Field ' , VAnd Exposura,Gaatogory B C' D 16 6 12 46 130 110 ' 'los. ,• 6 80 97t?:: 150 , �14t? . 24 $ t2 31' 110 ,- . • 90 85 158 130 120; 12 .45. :136 110 , - 105' 'Ewe 6 ao 170'-- 150 W, 24' 612 30 i1U'• . 90 85. a. 59 10a 130 120 16 6 12 41 13a 110 . 100 8 $0 ' 170"' 159 14d ' t!132 6 12 27 166:` 90: ` S5 154E, 125 91.0 For"Sh 1 inch a 28A mm 1'psf M417.88 P®,1 MPH- 1;8 kph. ; 'Tabulated values assume.full 0eneWion of the:fa�sterierinto the' al!suds,t:e.,f8s(etler p8ttefr2taon fasts»s�'langth-siding thickness. 2W811.5tuds must have'a;rWni mornspecific gravity,of 6:42. _ 'Fastener must have a mtrifmurn bead diameterof 0,297'indh,a Minimum shaft diameter of 8,113 inch and a minimum tariff of 2:61nches qbox nail).." ree-second-gust;based on wind'preasures aging toward and away from building surfaces,at30-feet 1n Zone S tiwith smallest affective area . per Chapter 6 of ASCE 7-05,Sedlon.R301.2 of the 2009/2612 IRC,and S9ction 1609,1,1 of&2000 18C ESR-1301 ,MosfjpdalyA=pted and TrustedPage a of 7 TABLE Sb--PANEL Sid RM-MMMUiW UL'Til<AATE COMPONENT ANB.Cl.AOt7iNd DEsip wiliD spu V„.ut PERFORMANCE MAXIMUM WALL FASTENER SPACIN a. MAXIMUM ULTIMATE, MAIfIRhUM ULTImATe DESIGN. CATR60k* STUD SPACING' (Inches'o e.}; WlNO PRESSURE WIND'SPEEp;H;,s;{mph►. (inches) Field (PSC iftilild Exposure Category" . 1fx 6 12 77 lea ISO,—_ a0 . 6 133 2DII 1$0. 1810 _ 24 . 6 12 51 144 ;" 120 110 a IO2_ a0a . . 1$0 15D 1� 1z ;ra 180:' . `140 30 133 . _ 200 180 760. - 2 , 6 12 60 140,:� 120 110 6 _ 99 200: ' 160` 750 _-.. 16 fi '12 :69 160- 140.• 130. 6 #33 200 180 •-too 24 •, 6 12 46 130,. 115 8 82 180 160, 150 For Si:1 inch=26.4 mm,1 psf=-4.7.88 Pa,1 mph=1 di kph. ` 'Tabulated values assume full penetration of tho,fastener into the wall studs,I.e.,fastener.penetration=fastener length-siding.thickness, Mail studs must a minimum spscHlc gravity of 0.42. 3Fastener must have a minimum head diameter o('0.297 inch.a minimum shatt'diameter of 0.113 lnch:and.a minimum length of 2:g Inches jad box nail}. Three eecond•gusL basad an•urind.pressures acting toward and away.from building suriacas, at 3t3-feet height in Zone S:with Smallest effecBve':area per Chapter 26 of AStE 7.10 and Section 1609.1.7 of the 26 J2 IBG. TABLE 4:t=i A?8I0INO:4AXIMUM NOMIPIA4(ALLOWABLE)G0IVIPONENT AND CLADDING DESIGN WIN17 9PE 11_V„ ' PERFORMANCEMAXI141ElNt tfltAL6 SIDING ' MAMMUM MAXIIfi*NOmiAAL(ALLOWABLE)WIND CATEGORY $YUO.SPACIN03 WIDTH ALLOWABLE WIND SPEED,Ve."(mph) (Inches) (inches) PRESSURE7 wnd Exposure Cetegory 6 - 78 17Q , 154 130 ala 16 ', B 56 • •f00 225. 110 12 35 _ 120 107, , $0 B '78' 170 180 134 18 8 56 160 125 _. 114 12 3e 124 10R g0 rhs 6 52 145 120 _ 110 24 $ 39 120 : 1Zs0 g0 For S1'1 Inch-26.4 mm.I psf=.47M Pa,1 mph 1A kph. 'One fFasteher per stud located winch from the top edge of siding... Each successive course of lap siding must ovarlap_a minlmurri_01 1 inch. Fastener must hava;a minimum head 6 almeter of 0.297.fnrh,a mrninlum shaft diameter bf 0:113 inch and_a minimum length of 2.5 Inches($d box nail). 'Tabulated values assume a1astener penetration of 2'12 lnohes into the wan studs. 3VVatl.studs must have a.minimum`speciilo,graviiy,of 0.42.: `We"ecand=gust; ba*' d on wine! pressures acting toward and avlay from building surfaces,at 80 feet height in,Zone 5 vAth smallest effective area per Chapter 6 of ASCE 7-05,Sectlan<R301.2 of the 2009!2012 IRC,and Secllon 1609.#;1 of the E009 IBC. ESR-9301 1 Most;idelyAccepted and Trusted- Page 6 of 7 TABLE O- LAP SIDING-MAXIMUM ULTIMATE CtOMPQNENT AND CLADDING.DESIGN WINO SPEED, MAXIMUM WALL SIDING , MAXIMUM, MAMMUM ULTIMATE DESIGN W1MG`SPt3ED, PERFORMANCE —CATEGORY STUD SPACING' WlG Fti ULTIMATE WIND Vwi{MOO (inches) Unrlies) PRESSURE U4liAdExpoi3areCategory • fps!) 8 C p 8 . 130 -200 180• 4ti0 • 16 , 93. 180 160 . 150 .12 58. `150 130 120 . e`: ' • 130 :. .. .. 200:'- 93 180. , 160' 150 .' 12 59 15D. 130 . 120 6 g6 180 . 180 140 24 : 9 62 180. . . .. 130 120 - 12 39 120 - For Si:i Ikhd -25.4 mm,1 psf=47.136 Pa,1 mph=1.6:Kph. 'One fastener per stud located cinch from the top edge of the siding.'Each succgssivs course of lap slding must overlap a minimum of 1 inch, Fastener must hav8 a minimum head diameter of 0297 inch,E minimum shsti diams�ter of 0;1-1 inch and a minlmuin le6gth of 2.5 inches{Bd box nail). tabulated valuss assume a.fastener penelraUon of 1'l,inches into the wall studs; 34Va11 studs must have a MWmtim<spe.Cific gravity of 0:42. 4t7tree second-gust;based on v and pressures acting toward and away from building surfaces, at Mtet height In Zone 5 with>smallesteffecUve area per:Cha pter 26 of ASCE'7-10,and'Section 1609.1.1-of tate 2012 IBC. TABLE go—PANEL SIDING,-MAXIMUM'NOMINAL(ALLOWABLE)COMPQNENT AND cLAD1}INi3 DESIGN aND SPEED,Vim' PERFORMANCE MAXl7fAUM WALL" FASTENER SPACING'• MAXIMUM MAXIMUM NOMINAL CATEGORY S'C'UD SPACING' (Inchen,o.o.) ALLOWABLE VAND (ALLOWABLE)MN13 SPEED, (inches} PRESSURE:(Aat) V„¢°(mph) Edges Field Wind Expos ura:C g6ry 12 _ 32 110 80• 90 31e. 0 85 150: 130 .125, 24 12 V g 43- 130 410 100 i6 6 12 32 41p : 90 71 So 'its 6, 66 ISO 130 ! ,125 12 2z 90 t3.:' 43 130 110,. 100 , 16 t3 12 32 ” 110 `• 90 . 9D %z 8 65 360 130 125 24 6 12 .22 8o, - 843 110 100 f=or Sh 1 inch="25:4 rnm;1 psi=47,89 Pa,1 mph=1.6 kph. 'Tabulated values assume,a fastener penetration of 1'?2 inches into the wall studs. aWall studs musthava a'minimum'spedffc gravity of 0.42. 'Faatenermust have a minimum head diameter of 0.297 inch,a nilnimum shag diameter of 0;1'13 inch and a minimum length of 2.8 Inches (8d'box nail}; °Three-second-gust;based on Wind pressure's acting toward and away from building sbrfaces,at 30=feet in Zone S.with smallest area, per Chapter 0-of ASCE 7-05,Section-8301.2 of the 200MO1211301 and Section 1609.1.1 of the 20D9 IBC. ESR-13141 Most:fid*Accepted and Trusted•• Page 7 of 7 TABLE 5b—PANEL SIDING"•MAXIMUM U iJOIATE COMPbNENT AND:dLADDING DESIGN WND SPER. ftp PERFORMANCE MAXIMUM WALL 'FASTENER SPACINGa3 MAXIMUM!ULTIMATl, MAXIMUM ULTIMATE-DES1014 CATEGORY STUD SPACIN62 (inchos 4.c.) WiNO PRESSURE WINO SPED,Y,,U4(riph). . tznchesy. Edges Field • (p$fl Wind Exposure.Category` 12 54 -.140 . 120, '115- 16 6 6 10a 260 160 ISO 24 6 12 36 120 6 72 deo ' 140 . 130 12 54 140. 120 ' 115 6 108 .200 160 160,. TCte 24 t3 r 12 se 120 - 6 •72 160 140' 130 _ 16_• 0 12 115 $4 149 120 160"12 36. a 108 , .'200 leo 1 ' 24 6 '12 ' 36• 160 -140 330 Fa r Slr 1 Inch oi 26.4 mm,1 psf=47.88 Pa,1 mph=1.6 kph. 'Tabulated values assume a,fastener penetration of 11121nches Into the wall studs. 7V4aII studs must have a minimum specific gravity of 0:42. "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 Indies (Bd box n4n). Thtee•second-gust;based on wind pressures acting toward and away from:building Aurfaaces, at 80-feet height.In Zone_5 with smallest 'effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 2012 MO. ,DISCLAIMER APA Product Report'Is'a trademark at APA - The Englneeied Wood Asaochtlon, Taboma', Washington, ICG-ES Evaluation_Report is a trademark of ICG Evaluation Service,LLC(ICC-ES). The Intimation contained.hetero is:based an-the product evaluation in-accordance"with the references noted in this report. Neither ICC-ES, nor APA or No members Make any warranty, expressed.or implied, or assume any legal liability or responsibllity for the use,application of; andtoi'relrerenca to opinions,findings,concluslons, or recommendations'included in this report The joint ICC-ES/APA Evaluation Reports are not to be construed as representing sesthotics or any other attributes not specifically-addressed,nor are they to ba consfnrod as an endorsement of the subject of the report or'a recornmendatlon for its use. Consult the.local Jurisdictionar design professional to assurecompliance .withcoda, construction, and performance requirements, Because neither APA,nor IGC-ES,has arty.control over quality of workmanship;or"-tho,conditions under which engineered wood products are used,it 'cannot accept responsiblitty of product performance or,designs.as actuany.constructed. P, Technicbl Note-No. 014 _ _ BUILDING PRODUCTS Installing LPOSmartSideOTrim and Lap Siding on Concrete or Masonry Walls over Furring Strips in Florida (Vult Wind Speeds) This Technical Note.is an addendum to the LPO SmartSide®Trim and Fascia, and LP° SmartSide® Lap siding Application Instructions("Instructions"). It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips.The Instructions remain effective except as.may be modified by this Note. Refer to the Instructions for all other aspects of product installation. Trim and lap siding may be installed on concrete or masonry walls over furring strips: ■ Trim and lap siding must be installed over a minimum 1x4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 0.55. o Install furring strips no more than 16"o.c. in wind speed areas less than or equal to 200_ MPH2 • .Siding shall be installed to:safely supportail loads, including wind loads,of the locally adopted building codes. The installation of siding shall'result in a system that provides a load path that meets the requirements for the transfer of loads from the,"ir point of.origin through the load=resisting elements to the structure. The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional. LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability. Minimum Fastener Type: o Corrosion Resistant—Hot Dipped Galvanized or equal (ASTM A153.)' o Ring Shank o Shank.diameter= 0.120 inch o Head diameter=0.270 inch o Length =fastener shall fully penetrate a minimum 1/2 inch into nailable_furring Caution:fastener shall not bottom out.on masonry wallleaving the fastener head less than flush with the face of trim or siding. Page 1 of 3 uu'-'• 414 Union Street Suite 2000 NashVitlei TN =,c• (515)256-5600 +:i (615)966-5666 www.IPcorP.aom Date created:12/0412015 Last,Revision:12117/20.16 Expiration Date:0612017 tet. ■ The 2012 IRC,and 2014 Florida Residential Code require a water-resistant:barrier be used on all exterior walls; except over concrete or masonry walls per Exception 1 in Section R70.3.1.1 of both Codes. LP always requires the use of a.WRB behind LP®SmartSide® products., LP has.no responsibility for any damage arising from a failure to use a WRB. Lap Siding • Limitations: o For use with.Strand substrate lap (all widths)and/or Fiber substrate lap (up to 8 inches.wide only) o Excluding Cedar Shake Fiber Lap, Bold Profiles Fiber Lap,Self-Aligning Fiber Lap, and SmartLock' Strand Lap ■ Fastening;Requirements: o Placefasteners 3/4 inch from,top edge of lap siding' o Increase minimum,lap siding overlap to 1--1/8 inch o Blind .na;il twofasteners per furringstrip (every 16"o.c.) Min. 1x4. Furring Strips Fasteners ovvvvv v •'.. - i r 1 1 Lt ap$I.. v 6; 1 t `•1 I -t • 2 nails per furring(4 nails at butt.joints) • Nails spaced 3/0-from top.edge of lap and 3/8"from ends,of lap(approximately 1"apart) • 1-1/8"min.la.p siding overlap. Page 2 of 3 414 Union:Stract sulte 2000 NashWle.TN .(B15).SB1;-561)0 X (515)06-5666 .vnviv:l(icotp:com Date.Created:12/04/2015 Last Revision:12/17/2015 Expiration Dale:.06/2017 TOM • Limitations: o in Florida where high negative wind load's area concern,:,box or common nails should be used: Trim nails maybe used"in Ncin-Hur.ri.OnewProne Regions with the following cautions: Do not overdriveor counter.sink-the-fastener, nail flush with the surface of trim. Detachment of trim,ls.not covered by the LPO SmartSideO limited,warranty whether-common, box, or trim nails are used,.. Fastening Requirements., o Two fasteners spaced a maximum of every 24.iriches o.c. along the length of the trim, 6r:two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches o.c.-along.alternating edges the length of the trim. o Trim under 7 inches wide use a Minimum of 2 nails per width.. Trim 710 12 inches wide.use a minimum.of 3 nails per Width. Trim,over 12 inches Wide use a, minimum of 4 nails per width. Wind speed is Ultimate Design Wind Speed/Zone 5 j 10 ftl/30 foot.height.See 2014 FRC. 2 Corrosion resistance and capable of preventing rust,stbinand deterioration of the fasteners under normal outdoor environmental conditions,fora period of no less than 50 years. Forfurther information-o,r guidance,consult your nail supplier/manufacturer. Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail Withdrawal Loads of APA-publication'7T-109,Wood structural Panels Usie&ds Alailable-Sheathing when tested in accordance with ASTM D-1761,Standard Test-Method for'Mec.ho.nical:Ftisteners in Wood and NDS-2,015. For further information formation or guidance,consult your nail. suppiier/manufacturer. Page 3 of 3 F%,S 414 union Street Suite 2000 NashvMe,TN F;�x (615i966=566.6 Date Created,121,0412015 Leist Revision;12/1712015 t1oratkin Date:-0612i}17