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HomeMy WebLinkAbout2017 - 00589 - siding CITY OF ORONO 1111 1 11 I1I71 I1!�11�0��11 5 e 1;1 * 2750 KELLEY PARKWAY DATE ISSUED: 06/01/2017 ORONO, MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 41 WILLOW DR N PIN : 33-118-23-44-0031 LEGAL DESC : DANIELS LONG LAKE HEIGHTS : LOT 012 BLOCK 003 PERMIT TYPE : MINOR ALTERATIONS PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SIDING VALUATION : $ 30,000.00 NOTE: REPLACEMENT DOORS,WINDOWS AND PARTIAL SIDING APPLICANT PERMIT FEE SCHEDULE 490.12 OLSON, LONNY&AMY STATE SURCHARGE(VALUATION) 15.00 41 WILLOW DR N TOTAL 505.12 LONG LAKE,MN 55356- Payment(s) CREDIT CARD 4758 505.12 OWNER OLSON, LONNY&AMY 41 WILLOW DR N LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. , ,/7 1110Prant Pe atu : Date sued Byature Date City of Orono • .Building Permit Application for Maintenance / Replacement / Remodel — Residential ONLY (Le. windows, da .s, siding, re-roof, etc. – NO STRUCTURAL EXPANSION) �o*A, ` _ Mailing Address: Permit number: cA.DI 7-cos �/ PO Box 66 Crystal Bay, MN 55323-0066 Date received: Co' / 1 7 Street Address: Received by: 2750 Kelley Parkway Plan review fe Orono, MN 55356 /� LL_ 2KfSHOQ5C/ J ,/ 2-- Main: Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: J Dr �� O /4t/ �_ cs Job Site Address: /�_J 1,/,' ��D-� `� / Will this be a Parade of Homes, Remodelers Showcase Home or other Display Horne? ❑Yes ❑ No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR I APPLICANT INFORMATION: Name: 4,) /J..r-'may 0/_56/VState License# ( Expiration Date: Lead Certification Number: Expiration Date: (for work on homes that were constructed rior to 1978 Phone: (cell) J ,3.- S-0 _ x'803 (office) Mailing Address: e.t`l ; ' r,,/49,../ pr, City: �,..j ZIP: _j S3 Contact Person: �,,,,, 9�' 0'-' Applicant is: Contractor / omeowne (circle one) Email and/or Fax: / ../J /0A e C 61 /ems-,,C, cirt--p PROPERTY OWNER INFORMA ION: Name: Zvi ey f ,,4-./ Phone (day): 3 2 3 j o , Address: / IV L//D — 1✓ City: 6� o ZIP: g:5-3_5'6, Email and/or Fax: PROJECT INFORMATION: Overall project description: Type of Project: Any earth movement may also require Door(s) 0 Remodel El Fire Damage MCWD review&permits: 0 Re roof,asphalt 0 Repair 0 Storm Damage Minnehaha Creek Watershed District(MCWD) 15320 Minnetonka Blvd ❑ Re-roof,cedar 0 Restoration ❑Water Damage Minnetonka, MN 55345 ❑ Re-roof,other(specify) qSiding 0 Other: (specify) Phone: 952-471-0590 Fax: 952-471-0682 NWindow(s) www.minnehahacreek.orq Estimated Construction Valuation of Project(excluding land) $ JO , APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If ou refuse to su.•I the information,th.n may not be issued. /,--- Applicant's Signat ��I Date: C� -- ,/, (...-- Owner's � .– � _ / Owner's Signature: ��' ` Date: i Last Updated:Janu- 2' . 0/7_ 005-a? Lf-/ y//w ftfb4e M Roger Peitso From: Roger Peitso Sent: Friday, June 30, 2017 8:11 AM To: 'Lonney Olson' Subject: RE: Here are three techical bulletin from LP Corp re: LP Smartside Lonney, I have read the requirements for the installation of the panel,furring and the siding. I am approving this as you had presented it with the 1X4 furring strips installed over the studs that are 16" O.C.with 6%" HeadLOK screws 12" O.C. vertically over 3" polystyrene foam board, and the LP siding installed per manufacturers'specifications.Any questions please call. Roger Peitso Building Official City of Orono Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 93....0Ato IP 4 • r 1 SHOe'' From: Lonney Olson [mailto:lonneyo@gmail.com] Sent:Thursday,June 29, 2017 11:00 PM To: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: Fwd: Here are three techical bulletin from LP Corp re: LP Smartside See the first attachment(tech. Note no. 018) attached. This is the same addendum to the installation instructions that I believe you were talking about where it details the mailing and locations etc. Please let me know asap if you will not accept tech note 18 and what exactly you need as soon as possible so I can reach out to the LP engineer mentioned and get it. I would really like to put this to rest for all our sakes and order materials/keep things moving as soon as possible. Thank you for the communication and the effort we are almost there! Best, Lonney 1 • Forwarded message From: "Lonney Olson" <lonneyo@gmail.com> Date: Jun 27, 2017 4:08 PM Subject: Fwd: Here are three techical bulletin from LP Corp re: LP Smartside To: <rpeitso@ci.orono.mn.us> Cc: Roger, Please review the notes and attachments from the Larry Mayer email detailing specifics from an engineer to engineer conversation on LP smartside being attached to a 3/4" substrate. Larry has a particular interest in this detail as he has developed a system that has a 3/4" substrate built into it. In other words if there is attachment issue with some or many siding products then he may need to rethink his design. Anyway, Please review and let me know if this is acceptable? If so please reply as soon as you can so I can order materials and get things back on track. Best, Lonney Forwarded message From: Larry Mayer<1m321 elite(aaol.com> Date: Tue, Jun 27, 2017 at 2:49 PM Subject: Here are three techical bulletin from LP Corp re: LP Smartside To: lonneyo@gmail.com, phuelman@umn.edu, mike@echelonbuilders.com,john@energysmarthomes.net Gentlemen, Rex Swanson is the structural engineer for LP Corp. he's a Minnesota native now living in Phoenix AZ. Bulletin 18 addresses our situation. When the strap is less than 3/4" thick place two fasteners side by side 1.0" apart at each furring strip. - Fasteners must be hot tip galv. with shank .12 thick. - He prefers 3/4 CDX ply over standard pine as its specific density is over .40 vs pine in the .32 range. - He prefers ring shank fasteners. The note 014 was for Florida with 200 MPH wind loads. The Note 010 was for LP on OSB and due to 7/16 thickness requires a fastener every 10 in. He is open to your code official calling him. His contact info is: Rex Swanson, PE Louisiana-Pacific Corp Phoenix Rex.Swanson@LPCorp.com 480.352.3667 You may find more Tech Notes of interest at: www.lpcorp.com Larry 2 Larry Mayer- Solution Design Inc. 'comfort & value by design' 3308 Maple St. Fargo, ND 58102 P: 701 799-1758 3 PROJECT • DATE ( )P,Pcm29,,r.), , ..- ,c. ., ifi4e1 poorf°74.4tol f'f-tD1'4 ex) lir-Cr II fp-5 AtAL( c0 , 1 .0. Pokl °'Pr) "co. cautA"tja> lie `-' ciLer ---"c4 rd\ .41411'; 1 ii !iti 1 go) t eiti 15Irg „ !,,,/ ///e' x C.,tyvtet 6-'1 Pr4wv f ..- TCrie— „ :,,i „Dee 4,,, As,,Isr Pr°1-1- 'kJ, L1 i --ft t 4 ( - 0°7 ..<4 iir , ' P>3 cp-co AA , , k A ' -clt"rla' v/ Pf I 1 i t ! 0 1 0 tAct-a it , , s P•le/6144 if 4 1,111, tic' 514frup 94 o '" t)(.1 )1 , i f . . , \ p/stzilei //,/.1 .\---CT;(6, a t 4 . 1 \ i)e.,),,„417-13i,Ei r 41,1\.)...,, 6' ( 6kr---- \ 31lee.0•41)n ‘ \ -r,peo, ir04 ,v7ey,5, ,..scyc(4,)--s P 1 fr , ' ..-.4 \\ *Tit.:/e) Sea/eel a ° ; 1 --- 316*-1, . al...564 ftf:76.0tif 4i ccotrri (9.16,04cii eeit Pts./ ...5. . 6 Z g' cck94- 4 /(44.sYfille_el -3cle-"vs /2*. Ver)t. 51-oteril /g °6c /-0 rZ, ›fr<ce i/, TP,4t/o? 0) a C(04‘,/,,,,,,,q 4044 c_Adc ,;."'e,- ,t e-t, kAo Pe rc..,-, P ;A- 4=fta 4303- . t , ( ,___0,,v, ,.‘ , ...._,,s7„.) COCOON-SOLUTIONS.COM 763.479.8560 -T' 5 ij,42/Fq! ( l'i-eektcri-e r Gz44. 410 iD 4°111"41:0k c,,)// „02c ,( 5 6 /z F51--0/1 //41'�e 0/, w R I t T Technical Evaluation Re ' ort !M TO ASSIST WITH CODE COMPLIANCE Use of FastenMaster HeadLOKTM Fasteners to Attach Cladding TER No. 1009-01 and/or Furring to Wood Framing through Foam Sheathing OMG, Inc. Issue Date: March, 27 2011 d/b/a/ FastenMaster Updated: December 18, 2013 153 Bowles Road Agawam, Massachusetts, 01001 413/789-0252 fastenmaster.com mguthrie(a�olvfast.com DIVISION: 06 00 00—WOOD, PLASTICS, AND COMPOSITES Section: 06 02 00— Design Information Section: 06 05 23—Wood, Plastic, and Composite Fastenings Section: 06 11 00—Wood Framing Section: 06 12 00—Structural Panels Section: 06 12 19—Shear Wall Panels Section: 06 16 00—Sheathing Section: 06 17 00—Shop-Fabricated Structural Wood 1. Product Evaluated: 1.1. FastenMaster HeadLOKTM Heavy Duty Flathead Fasteners 2. Applicable Codes and Standards:1 2.1.1. 2003, 2006 and 2009 International Building Code(IBC) 2.1.2. 2003, 2006 and 2009 International Residential Code (IRC) I Unless otherwise noted,code references are from the 2012 versions of the codes.This product is also approved for use with the 2000 and 2003 versions of the IBC and IRC and the standards referenced therein. DrJ is a Professional Engineering Approved Source Applying for ISO/IEC 17065 Accreditation The IBC defines: • APPROVED SOURCE—"An independent person,firm or corporation,approved by the building official,who is competent and experienced in the application of engineering principles to materials,methods or systems analyses." DrJ's building construction professionals meet the competency requirements as defined in the IBC and can seal their work.DrJ is regularly engaged in conducting and providing engineering evaluations of single-element and full-scale building systems tests.This TER is developed from test reports complying with IBC Section 104.11.1 Research reports,which states,"Supporting data,where necessary to assist in the approval of materials or assemblies not specifically provided for in this code,shall consist of valid research reports from approved sources." 6300 Enterprise Lane • Madison WI 53719 • drjengineering.org • • Technical Evaluation Report(TER) 3. Performance Evaluation: 3.1. The HeadLOK fasteners were evaluated, using their tested allowable design values described below, as an alternate means of attaching cladding systems over exterior mounted rigid foam insulation. The following properties were evaluated: 3.1.1. Dowel bearing strength of HeadLOK fasteners for use as an alternative to wood screws or lag screws in shear, where the fasteners are applied horizontally and the load is applied vertically. 3.1.2. Withdrawal strength of HeadLOK fasteners for use as an alternative to wood screws or lag screws in tension where the fasteners are applied horizontally and the load is applied vertically causing the fastener to pull out. 3.1.3. Head pull through strength of HeadLOK fasteners for use as an alternative to wood screws or lag screws in tension where the fasteners are applied horizontally and the load is applied vertically causing the fastener head to pull through. 31.4. Shear strength of the HeadLOK fasteners for use as an alternative to wood screws or lag screws in shear where the fasteners are applied horizontally and the load is applied vertically either parallel or perpendicular to wood grain. 4. Product Description and Materials: 4.1. HeadLOK fasteners are manufactured with carbon steel wire conforming to ASTM A510 with a minimum ultimate tensile strength of 60 ksi. 4.2. HeadLOK fasteners are manufactured using a standard cold-formed process followed by a heat-treating process. 4.3. Fasteners are approved for use in exterior conditions and in pressure-treated wood. The proprietary coating has been tested and found to exceed the protection provided by code approved hot-dipped galvanized coatings meeting ASTM A153(IBC2304.9.52 and IRC317.33). 4.4. Fasteners are approved for use in interior conditions. 4.5. Fasteners are approved for use in fire-retardant-treated lumber, provided the conditions set forth by the fire- retardant-treated lumber manufacturer are met, including appropriate strength reductions. 4.6. In-plant quality control procedures under which the HeadLOK fasteners are manufactured are audited through an inspection process performed by an approved agency. 2 IBC Section 2304.9.5 Fasteners in preservative-treated and fire-retardant-treated wood.Fasteners for preservative treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel,stainless steel,silicon bronze or copper.The coating weights for zinc-coated fasteners shall be in accordance with ASTM A153... 3 R317.3 Fasteners and connectors in contact with preservative-treated and fire-retardant-treated wood.Fasteners and connectors in contact with preservative-treated wood and fire-retardant-treated wood shall be in accordance with this section.The coating weights for zinc-coated fasteners shall be in accordance with ASTM A153. 4 IBC Section 1702 APPROVED AGENCY.An established and recognized agency regularly engaged in conducting tests or furnishing inspection services,when such agency has been approved. TER No. 1009-01 Page 2 of 12 Use of FastenMaster HeadLOKTM Fasteners to Attach Cladding and/or Furring to Wood Framing through Foam Sheathing Technical Evaluation Report(TER) 4.7. HeadLOK fasteners are available in the styles and sizes5 shown in Table 1, Product Availability Length Product SKU Quantity FMHLGM278-250 500 33/4" FMHLGM334-250 250 41/2" FMHLGM412-250 250 5" FMHLGM005-250 250 51/2" FMHLGM512-250 250 6" FMHLGM006-250 250 61/2" FMHLGM612-250 250 7" FMHLGM007-250 250 71/2" FMHLGM712-250 250 8" FMHLGM008-250 250 81/2" FMHLGM812-250 250 9" FMHLGM009-250 250 91/2" FMHLGM912-250 250 10" FMHLGM010-250 250 11" FMHLGM011 -250 250 12" FMHLGM012-250 250 13" FMHLGM013-250 250 14" FMHLGM014-250 250 15" FMHLGM015-250 250 16" FMHLGM016-250 250 18" FMHLGM018-250 250 Table 1:HeadLOKTm Fastener Availability 5. Applications: 5.1. HeadLOK fasteners are used to attach wall sheathing,furring and/or cladding to the wall framing through an intermediate layer of foam sheathing to provide resistance to transverse loads in conventional light-frame wood construction. 5.1.1. See Table 2 for a prescriptive solution to fastener spacing requirements for various installation conditions. 5.2. HeadLOK fasteners are used to support the dead load of wall sheathing,furring and/or cladding when connected to the wall framing through an intermediate layer of foam sheathing. 5.2.1. See Table 2 for fastening requirements for various siding weight and framing conditions. 5 This TER only evaluates the use of HeadLOKTM Fasteners when connecting through up to 4"of foam sheathing into wood framing.Connections through greater than 4"of foam sheathing require design.When connecting to steel framing members,contact FastenMaster for installation instructions. TER No. 1009-01 Page 3 of 12 Use of FastenMaster HeadLOKTM Fasteners to Attach Cladding and/or Furring to Wood Framing through Foam Sheathing Technical Evaluation Report(TER) 5.3. Design Procedure: 5.3.1. Calculate the fastener spacing. Step 1: Determine the spacing between studs or framing members, either 16" or 24"on-center. Step 2: Calculate the correct thickness of rigid foam, up to 4", needed to obtain the required insulation effect or R-value. Step 3: Choose the furring or sheathing (substrate) material that the cladding will be affixed to: 1. Minimum 3/4"x 3-W wood or Wood Structural Panel (WSP)furring 2. Minimum 3/8"WSP sheathing Ensure that the substrate allows for cladding connections that are compliant with the cladding manufacturer's installation and connection instructions and meet applicable building code. Step 4: Determine the actual weight for the dadding materials being installed, per square foot, as given by the cladding manufacturer's specifications. Note: 1. Typical cladding weights are 1.3 psf for vinyl siding, 2.5 psf for cement board siding, 11 psf for Portland cement stucco and 25 psf for adhered masonry veneer; use actual weights for materials installed. 2. Wood furring may add up to 1 psf of additional weight;wood sheathing may add up to 1.5 psf depending on thickness. Step 5: Using these four values together, find the proper fastening pattern of between 6" and 24" on- center using Table 2. Recommended Fastener Spacing Maximum Allowable Cladding Weight(psf)to be Supported 10 15 20 25 30 10 15 20 25 30 Stud Foam Fastener Spacing When Using 3/4"x 3-1/2"Wood Fastener Spacing When Using Spacing Thickness or WSP Furring 3Is"WSP Sheathing 1 1.5 24 o.c. 16 o.c. 16 2 16 o.c. 12 o.c. 12 o.c. 3 16 o.c. 12 o.c. 8 o.c. 4 12 o.c. 04 8 o.c 1 24 o.c. 12 1.5 16 o.c. o.c. 12 o.c. 24 2 12 o.c. ko.c.; 8 o.c. 3 16 o.c12 o.c. 80.c. 4 604 1.Wood framing(studs)shall be a minimum of 2"nominal thickness. 2.Wood framing and furring shall be minimum Spruce-Pine-Fir or any species with specific gravity,G,of 0.42 or greater. 3.Wood framing,furring,and sheathing shall be of adequate size,species,and grade to resist design loads and requirements in accordance with the applicable building code. 4.Furring may be installed vertically or horizontally and shall be installed at the same on center spacing as the studs.All fasteners shall be installed through the furring and into the studs with a minimum 2"of penetration.Alternately,where the furring is installed horizontally,and where the required fastener spacing is 8"o.c.or 12"o.c.,the furring may be installed at 16" o.c.or 24"o.c.,respectively,provided two fasteners are installed at stud location.Likewise,where the fastener spacing is 6"o.c.,the furring may be installed horizontally at 12"o.c. and two fasteners used at each stud. 5.Maximum allowable cladding weight shall include weight of furring,sheathing,cladding and other supported materials. 6.Furring type and thickness shall be selected based on the cladding manufacturer's installation requirements(e.g.required fastener penetration into furring). 7.When using horizontal furring or where durability of the furring is a concern due to moisture between the cladding and the sheathing,consideration should be given to using preservative treated furring. Table 2:Recommended Fastener Spacing for Various Thicknesses of Foam Sheathing, TER No. 1009-01 Page 4 of 12 Use of FastenMaster HeadLOKTM Fasteners to Attach Cladding and/or Furring to Wood Framing through Foam Sheathing • Technical Evaluation Report(TER) Stud Spacing and Cladding Weight when Connected to Wood Studs Using HeadLOK Fasteners6,7 5.3.2. Check for wind resistance. Step 1: Using the information derived from Steps 1-5 in Section 5.3, determine the allowable design wind pressure using HeadLOK fasteners from Table 3 below. Allowable Design Wind Pressure Furring or WSP Installation Condition Min. 1x4 Wood Furring Min. 1x4 Wood Furring Min.3/8"WSP and Min.3/e"WSP and at 16"o.c. at 24"o.c. 16"o.c.studs 24"o.c.studs HeadLOK Fastener Spacing in Furring 24 16 12 8 24 16 12 8 12 8 6 12 8 6 or Sheathing(in) Connection Allowable Design Wind 49 73 98 147 33 49 65 98 49 73 98 33 49 65 Pressure(PSF) 1) Wood framing and furring shall be minimum Spruce-Pine-Fir or any species with specific gravity,G,of 0.42 or greater. 2) Connection allowable design wind pressure applies to connection resistance only and shall meet or exceed design wind pressure. 3)Wood framing,furring,and sheathing shall be of adequate size,species,and grade to resist design loads and requirements in accordance with the applicable building code. 4)Where required by applicable building code,adequate resistance of connections and materials to seismic forces shall be provided based on local seismic ground motion hazard and the weight of the supported cladding system. Table 3:Allowable Design Wind Pressure for Connections Using HeadLOK Fasteners Step 2: Based on the design wind speed (85-140mph)and wind exposure category(A-D)specific to your region, determine the design wind pressure to be resisted for your application from Table 4 below. Example Design Wind Loads Design Wind Speed(mph)&Exposure 85/B 90/B 100/B 110/B 120/B 130/B 140/B 5'e - - 85/C 90/C 100/C 110/C 120/C - - 85/D 90/0 100/D 110/D Design Negative Wind Pressure Load to be Resisted(psf) 17.4 19.5 24.4 29.1 34.7 40.7 48.3 1)Mean roof height shall not exceed 30'(measured vertically from grade plane to middle of roof slope). 2)Refer to applicable building code for wind exposure descriptions(B=typical suburban/wooded terrain;C=open flat terrain;D=ocean/lake exposure). 3)Where topographic effects occur(e.g.,wind speed up due to hill-top exposure),refer to building code for wind load. 4)Tabulated wind pressures are from ASCE 7-05,for wall corner zones.For lesser values away from wall corners,refer to the building code. 5)Tabulated wind pressures assume 100%of wind load is resisted by the cladding/foam sheathing or furring/foam sheathing layer and not otherwise distributed or shared with other wall assembly layers. Table 4:Example of Components and Cladding Design Wind Loads Step 3: Verify that the allowable design wind pressure using HeadLOK fasteners(Table 3) meets or exceeds the design wind pressure for your project(Table 4). 5.3.3. Design Example: Given Foam Sheathing Thickness: 4" Cladding Material: Fiber cement lap siding Cladding Weight from Manufacturer Data: 3 psf Design Wind Speed/Exposure: 100/B Seismic Design Category: B (exempt) Wood Framing: 2x6 at 24" o.c. 6 For cladding system weights exceeding 25 psf with any thickness of foam sheathing,a design professional should be consulted. 7 Table 2 solutions are limited to 4"maximum thickness of foam sheathing.Design required for thicknesses of foam sheathing greater than 4".For cladding attachment over foam sheathing exceeding a 4"thickness,a design professional should be consulted. TER No. 1009-01 Page 5 of 12 Use of FastenMaster HeadLOKTM Fasteners to Attach Cladding and/or Furring to Wood Framing through Foam Sheathing Technical Evaluation Report (TER) Solution Step 1: Choose the furring type and orientation that will be used. We'll use 1x4(min.)wood furring in a vertical orientation over studs in this example (Figure la). Step 2: Consult siding manufacturer data for siding weight (3 psf)and add 1 psf for furring. Total = 4 psf. Step 3: Using Table 2, min. 1x4 wood furring at 24" o.c. attached to studs at 24" o.c. supporting up to 5 psf requires maximum 24" o.c. fastener spacing. Step 4: From Table 3, the connection allowable design wind pressure resistance is 33 psf. Step 5: Check the applicable building code to verify the wind pressure resistance required. Table 4 gives an example of the 2009 IRC wind pressures, and this example's connection resistance of 33 psf exceeds the required resistance for wind speeds up to 90 mph in Exposure C and 110 mph, Exp. B of 29.1 psf. Step 6: The minimum length of HeadLOK fastener required is 0.75" (furring) + 4" (foam) + 2.0" (penetration) = 6.75". Select a 7" HeadLOK (GM point)fastener. Note: 1. Add length for thickness of additional sheathing material layer behind foam, if included. 2. Verify furring provides adequate thickness for siding fastener per code or siding manufacturer's installation instructions, or specify an appropriate siding fastener for use in 3/4"-thick furring. Sheathing Sheathing ,l(optional) /(optional) Stud spacing v '/ Stud spacing per Table 1 , per Table 1 r' �1 p Siding �% Siding jiIlI Furring p Furring �� foam Foam li / Sheathing TIll Sheathing i Spacing per Table 1 Spacing per / Table 1 Head Lok . Screws Li(mtrati HeadLokr"Screwspenetration into stud) (mira2tipenotsationinto stud) ii ' .1 Figure 1a: Illustration of Exterior Wall Covering Assembly Figure 1b: Illustration of Exterior Wall Covering Assembly with Vertically-Oriented Furring with Horizontally-Oriented Furring TER No. 1009-01 Page 6 of 12 Use of FastenMaster HeadLOKTM Fasteners to Attach Cladding and/or Furring to Wood Framing through Foam Sheathing Technical Evaluation Report(TER) 6. Installation: 6.1. Add up the total thickness of furring, rigid insulation and sheathing then select the appropriate length of HeadLOK fastener(see Table 1)that will attach these combined materials and provide a minimum 2" penetration into the wood framing. 6.2. Using a high torque ''/2" drill, drive the HeadLOK through the center of the furring strip and into the insulation and wall framing. 6.3. Fasteners should be aligned so that the point engages the center of the wall stud and at a minimum distance of 3"from the end of the stud or furring material. 6.4. Fasteners must be installed in a manner to avoid over-driving yet snug enough to remove any gaps between the layers of materials being fastened 6.5. Figure 1 a and lb provide example graphics of two types of furring installations as a guide. 7. Test and Engineering Substantiating Data: 7.1. National Design Specification for Wood Construction—2005 Edition, American Forest&Paper Association (NDS). 7.2. General Dowel Equations for Calculating Lateral Connection Values(1999), TR-12, American Forest& Paper Association. 7.3. Testing conducted for the Foam Sheathing Coalition, the Steel Framing Alliance and the New York State Energy Research and Development Authority(NYSERDA)(Test Report). 7.4. Testing conducted for the Foam Sheathing Coalition by Progressive Engineering, Inc., Evaluation of Siding Attachment Methods Using Various Materials, Test Report#2010-128, dated 3/9/2010. 7.5. HeadLOK fastener design property calculations for HeadLOK Screws based on TR-12, NDS and NYSERDA reports, Crandell, 2010. 7.6. HeadLOK fastener performance from the FastenMaster Technical Bulletin for HeadLOK fasteners. 7.7. FastenMaster Installation instructions for HeadLOK fasteners. 7.8. Some information contained herein is the result of testing and/or data analysis by other sources, which DrJ relies on to be accurate as it undertakes its engineering analysis. 7.8.1. DrJ does not assume responsibility for the accuracy of data provided by testing facilities, but relies on each testing agency's accuracy and accepted engineering procedures, experience, and good technical judgment. 7.9. Where appropriate, DrJ relies on the derivation of design values, which have been codified into law through the codes and standards(e.g., IRC, WFCM, IBC, SDPWS, etc.), to undertake the review of test data that is comparative or shows equivalency to an intended end-use application. 7.9.1. DrJ does not assume responsibility for the accuracy of any code-adopted design values but relies upon their accuracy for engineering evaluation. 7.9.2. DrJ also relies on the fact that manufacturers of code-adopted products stand behind the legally established design values that have been created by the associations that publish code-defined design values for a given commodity product. 7.9.3. DrJ evaluates all equivalency testing and related analysis using this code-defined engineering foundation. TER No. 1009-01 Page 7 of 12 Use of FastenMaster HeadLOKTM Fasteners to Attach Cladding and/or Furring to Wood Framing through Foam Sheathing Technical Evaluation Report(TER) 8. Findings: 8.1. When used and installed in accordance with this TER and the manufacturer's installation instructions, HeadLOK fasteners are acceptable for use as an alternative material, design and method of construction for the attachment of furring, sheathing or cladding over foam sheathing and into wood framing. 8.2. HeadLOK fasteners evaluated herein and installed in accordance with this TER meet the requirements of the 2003, 2006 and 2009 IRC for positive and negative wind pressure resistance. 8.3. HeadLOK fasteners evaluated herein and installed in accordance with this TER meet the requirements of the 2003, 2006 and 2009 IRC for lateral shear strength to support cladding materials installed over foam sheathing. 8.4. HeadLOK fasteners evaluated herein and installed in accordance with this TER meet the requirements of the 2003, 2006 and 2009 IBC for positive and negative wind pressure resistance. 8.5. HeadLOK fasteners evaluated herein and installed in accordance with this TER meet the requirements of the 2003, 2006 and 2009 IBC for lateral shear strength to support cladding materials installed over foam sheathing. 8.6. Use of HeadLOK fasteners to connect bracing materials in braced wall panels or shear walls is outside the scope of this TER. 9. Conditions of Use: 9.1. HeadLOK fasteners covered by this TER shall be installed in accordance with this report and the manufacturer's installation instructions. 9.2. HeadLOK fastener spacing shall not exceed Table 2 for the installation conditions considered. 9.3. For conditions not covered in this TER, connections shall be designed in accordance with accepted engineering practice. 9.4. Manufacturer's installation instructions shall be followed as provided in Section 6 and at www.fastenmaster.com/details/product/HeadLOK-heavy-dutv-flathead-fastener.html. 9.5. HeadLOK fasteners are produced by OMG, Inc. at their facility located in Agawam, Massachusetts. 9.6. HeadLOK fasteners are produced under a quality control program subject to periodic inspections in accordance with IBC Section 1703.5.2. 9.7. Install fasteners prior to utility installations in exterior walls to avoid accidental penetration of utilities(e.g. electrical wiring, plumbing, etc.). 9.8. Foam sheathing shall be minimum Type II (expanded polystyrene) or Type X(extruded polystyrene) per ASTM C578 or Type 1 (polyiso) per ASTM C1289. 9.8.1. Types with greater compressive strength are acceptable. 9.9. Ensure furring or sheathing material provides adequate substrate and thickness for the application of the siding fastener per code requirements for siding application and siding manufacturer's installation instructions. 9.9.1. For example, if the siding manufacturer requires the fastener for the siding to penetrate more than 3/4" into the furring, a 1"x 4"furring strip (actual dimension of 3/4"x 3%2")would not be adequate and a thicker furring strip, such as a 2"x 4", would be required. 10. Identification: 10.1. The fasteners are identified by the designation, "HeadLOKTM" on the packaging. The head of each fastener is marked with an "F"followed by a number corresponding to the length of the fastener. 10.2. The packaging shall include OMG's name and address, fastener size, third-party inspection agency and TER number. 10.3. Additional technical information can be found at the fastenmaster.com. TER No. 1009-01 Page 8 of 12 Use of FastenMaster HeadLOKTM Fasteners to Attach Cladding and/or Furring to Wood Framing through Foam Sheathing Technical Evaluation Report(TER) 11. Review Schedule: 11.1. This TER is subject to periodic review and revision. 11.2. For information on the current status of this report, contact DrJ. Responsibility Statement The information contained herein is a product, engineering or building code compliance research report performed in accordance with the referenced building codes, testing and/or analysis through the use of accepted engineering procedures, experience and good technical judgment. Product, design and code compliance quality control is the responsibility of the referenced company.Consult the referenced company for the proper detailing and application for the intended purpose. Consult your local jurisdiction or design professional to assure compliance with the local building code. DrJ (drjengineering.orq) research reports TM are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by DrJ,express or implied,as to any finding or other matter in this report or as to any product covered by this report. TER No. 1009-01 Page 9 of 12 Use of FastenMaster HeadLOKTM Fasteners to Attach Cladding and/or Furring to Wood Framing through Foam Sheathing • Technical Evaluation Report(TER) Appendix A: TERs Are Comparable to, Compatible with, and Equivalent to the Purpose of an ICC-ES ESR 1. Technical Evaluation Reports(TERs), drafted and maintained by DrJ (professional engineering firm and ISO/IEC 17065 applicant through ANSI/ACLASS), assess how specific products comply with the provisions of the building code. DrJ is a code-defined "approved source," and DrJ employs professional engineers and follows state professional engineering rules and regulations. 2. TERs are comparable to, compatible with, and equivalent to the purpose of an ICC Evaluation Service(ICC-ES) Evaluation Service Reports(ESRs).8 2.1. ICC Evaluation Service does not provide an engineer's seal on any of its ESRs. 2.2. Furthermore, the ICC-ES Evaluation Report Purpose is defined as follows9: ICC EVALUATION SERVICE www.icc-es.orq I (800)4236687 I (562)699-0543 A Subsidiary of the International Corte Counole ICC EVALUATION SERVICE,LLC, RULES OF PROCEDURE FOR EVALUATION REPORTS 1.0 PURPOSE These rules set forth procedures governing ICC Evaluation Service, LLC (ICC-ES), issuance and maintenance of evaluation reports on building materials and products, methods of construction, prefabricated building components, and prefabricated buildings. ICC-ES evaluation reports assist those enforcing model codes in determining whether a given subject complies with those codes. An evaluation report is not to be construed as representing a judgment about aesthetics or any other attributes not specifically addressed in the report, nor as an endorsement or recommendation for use of the subject of the report. Approval for use is the prerogative and responsibility of the Code Official; ICC-ES does not intend to assume, nor can ICC-ES assume, that prerogative and responsibility. 2.3. ICC ESR Disclaimer10: ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ANSI as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. A a , ORIN1030 8 ICC Evaluation Service,LLC and the ICC-ES Evaluation Reports logo are registered trademarks of ICC-ES. 9 See the"ICC-ES Rules of Procedure"at www,icc-es.org/pdf/rules evalrpts.pdf. 10 Page 1 footer of each ICC-ES report that can be found at www.icc-es.org/reports/index.cfm. TER No. 1009-01 Page 10 of 12 Use of FastenMaster HeadLOKTM Fasteners to Attach Cladding and/or Furring to Wood Framing through Foam Sheathing Technical Evaluation Report(TER) 3. DrJ Sealed Engineering 3.1. DrJ engineers have undertaken the rigorous engineering and analysis work to determine the subject of this report's compliance with the codes and standards referenced in Section 2. 3.2. DrJ work: 3.2.1. Complies with accepted engineering procedures, experience and good technical judgment. 3.2.2. Is the work of an independent person,firm or corporation who is competent and experienced in the application of engineering principles to materials, methods or systems analyses. 3.3. A Technical Evaluation Report generated by DrJ is in all "code-compliance-evaluation-processing" respects equivalent to an ICC-ES ESR, as ICC-ES defines its approach, with one material difference. 3.3.1. DrJ will seal all TERs, as needed, so that responsibility for the work is well-defined. 3.3.2. The DrJ responsibility statement is identical to that provided in ICC-ES ESRs. DrJ(drjengineering.org)research reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by DrJ express or implied as to any finding or other matter in this report or as to any product covered by this report. TER No. 1009-01 Page 11 of 12 Use of FastenMaster HeadLOKTM Fasteners to Attach Cladding and/or Furring to Wood Framing through Foam Sheathing Technical Evaluation Report(TER) Appendix B: Legal Aspects of Product Approval 1. Product Approval 1.1. In general, the model and local codes provide for the use of alternative materials, designs and methods of construction by having a legal provision that states something similar to: The provisions of this code/law are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifically prescribed by this code/law, provided that any such alternative has been approved.An alternative material,design or method of construction shall be approved where the compliance official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code/law, and that the material, design, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code/law. 1.2. In concert with preserving "free and unfettered competition as the rule of trade", should this alternative material, design or method of construction not be approved, the building official shall respond in writing, stating the specific reasons for non-code-compliance and/or for non-professional engineering regulation compliance. Congress passed the first antitrust law,the Sherman Act,in 1890 as a"comprehensive charter of economic liberty aimed at preserving free and unfettered competition as the rule of trade." In 1914, Congress passed two additional antitrust laws: the Federal Trade Commission Act, which created the FTC, and the Clayton Act. With some revisions, these are the three core federal antitrust laws still in effect today. ...Yet for over 100 years, the antitrust laws have had the same basic objective: to protect the process of competition for the benefit of consumers, making sure there are strong incentives for businesses to operate efficiently, keep prices down, and keep quality up.... The Sherman Act outlaws "every contract, combination, or conspiracy in restraint of trade," and any "monopolization, attempted monopolization, or conspiracy or combination to monopolize." For instance, in some sense, an agreement between two individuals to form a partnership restrains trade, but may not do so unreasonably, and thus may be lawful under the antitrust laws. On the other hand, certain acts are considered so harmful to competition that they are almost always illegal. The penalties for violating the Sherman Act can be severe. Although most enforcement actions are civil, the Sherman Act is also a criminal law, and individuals and businesses that violate it may be prosecuted by the Department of Justice.11 2. Legal Validity of this TER 2.1. This TER is a code-defined (e.g., 2009 IBC and IRC Section 104.11.1 and 2009 IBC Section 1703.4.2) "research report"that provides supporting data to assist in the approval of materials, designs or assemblies not specifically provided for in this code. 2.2. Therefore, this TER is a valid research report from a professional engineering company that complies with the code definition of"approved source." If required by the authority having jurisdiction, this TER can also be sealed to comply with professional engineering laws and regulations. 11 http://www.ftc.gov/bc/antitrust/antitrust laws.shtm TER No. 1009-01 Page 12 of 12 Use of FastenMaster HeadLOKTM Fasteners to Attach Cladding and/or Furring to Wood Framing through Foam Sheathing ICC EVALUATION APA‘,. . SERVICE Joint Evaluation Report ESR-1301 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Valid: 02/14 to 02/16 DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES SECTION: 06 16 00-SHEATING DIVISION: 07 00 00-THERMAL AND MOISTURE PROTECTION SECTION: 07 46 23-WOOD SIDING REPORT HOLDER: LOUISIANA-PACIFIC CORPORATION 414 UNION STREET, SUITE 2000 NASHVILLE,TENNESSEE 37219 EVALUATION SUBJECT: LP SMARTSIDE® PRECISION LAP SIDING AND LP SMARTSIDE® PRECISION PANEL SIDING ICC ICC ICC QEs PM G LISTED Look for the trusted marks of Conformity! ICC "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC)Award in Excellence" AL A Subsidiary of COOECOUNC ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. ANSI There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, AIM AsaiMiltd Pray= or as to any product covered by the report. 11111 Copyright © 2014 EZ ICC EVALUATION A PA SERVICE www.apawood.org Joint Evaluation Report ESR-1301* Reissued February 2014 This report is subject to renewal February 2016. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND 3.0 DESCRIPTION COMPOSITES Section: 06 16 00—Sheathing 3.1 General: LP SmartSide® Precision Lap Siding and LP SmartSide® DIVISION: 07 00 00—THERMAL AND MOISTURE Precision Panel Siding are engineered-wood exterior wall PROTECTION covering materials that are suitable for long-term exposure Section: 07 46 23—Wood Siding to weather or conditions of similar severity, when fastened to vertical supports or approved nailable wood substrates REPORT HOLDER: in accordance with their span ratings and this evaluation report. The lap siding and panel siding products consist of LOUISIANA-PACIFIC CORPORATION a mat-formed wood substrate preservatively treated with 414 UNION STREET,SUITE 2000 zinc borate in accordance with AWPA Standard T1, and a NASHVILLE,TENNESSEE 37219 resin-impregnated overlay material bonded to the face of (888)820-0325 the lap and panel siding products intended to be exposed www.LPcorp.com to the weather. Additionally, all panel and lap siding edges marketinq.centerc 1pcorp.com are factory-sealed with a sealer in accordance with the approved quality control manual. EVALUATION SUBJECT: 3.2 LP SmartSide®Precision Lap Siding: LP SMART®IDE® PRECISION LAP SIDING AND LP LP SmartSide® Precision Lap Siding is available in widths SMARTSIDE®PRECISION PANEL SIDING of 6, 8 and 12 inches (152, 203 and 305 mm); categories 1.0 EVALUATION SCOPE 3/9 and 7/16; and lengths of 12 to 16 feet (3658 to 4877 mm). The 8-inch-wide (203 mm), /16 category lap Compliance with the following codes: siding is also available with an optional self-alignment edge. • 2012, 2009, 2006, and 2003 International Building Code®(IBC) 3.3 LP SmartSide®Precision Panel Siding: • 2012, 2009, 2006, and 2003 International Residential LP SmartSide® Precision Panel Siding is 4 feet(1219 mm) Code®(IRC) wide and 4, 6, 7, 8, 9 or 10 feet (1219, 1829, 2134, 2438, 2743 or 3048 mm) in length. LP SmartSide® Precision Properties evaluated: Panel Siding is available in 3/6, 7/16, and 19/32- categories. • Exterior siding The 3/6 category panel has grooves spaced at 8 inches (203 mm), with a minimum thickness at the grooves of • Structural 0.164 inch (4 mm) and a minimum thickness at the shiplap of 0.136 inch (4 mm). The 7/16 category panel has grooves 2.0 USES spaced at 4 or 8 inches (102 or 203 mm), with a minimum LP SmartSide® Precision Lap Siding and LP SmartSide® thickness at the grooves of 0.235 inch (6 mm) and a Precision Panel Siding are used as exterior wall covering minimum thickness at the shiplap of 0.150 inch (4 mm). materials on buildings where combustible materials are The /32 category panel has grooves spaced at 4 or permitted. 8 inches(102 or 203 mm),with a minimum thickness at the grooves of 0.311 inch (8 mm) and a minimum shiplap LP SmartSide® Precision Panel Siding may be used as thickness of 0.194 inch(5 mm). bracing method 3 for conventional wood-framed walls as specified in IBC Section 2308.9.3 and IRC Section LP SmartSide® Precision Panel Siding is classified as R602.10. Exterior Rated Siding or Exterior Rated Siding—Sheathing. The classification is noted in the label on the panel. LP SmartSide® Precision Panel Siding may be used as Exterior Rated Siding is intended to be installed in sheathing for wood structural panel shear walls having applications in accordance with IBC Section 2308.9.3 and allowable shear loads specified for PS2-compliant IRC Section R602.10 as an exterior siding suitable for wood-based sheathing in accordance with 2003/2006 IBC long-term exposure to weather or conditions of similar Section 2306.4.1, and 2009/2012 IBC Section 2306.3. severity. In addition to the intended application for Exterior *Revised December 2014 ANSI arm _7a Copyright©2014 Page 1 of 7 • ESR-1301 I Most Widely Accepted and Trusted Page 2 of 7 Rated Siding, Exterior Rated Siding—Sheathing is vertical or horizontal shiplap, or otherwise made intended to be installed in applications in accordance with waterproof. 2003/2006 IBC Section 2306.4.1, and 2009/2012 IBC 4.4 Component and Cladding Wind Pressure Section 2306.3. Capacity: P ty: 4.0 INSTALLATION Maximum allowable component and cladding wind loads 4.1 General: (wall, zone 5) for LP SmartSide® Precision Lap Siding and ® ® LP SmartSide® Precision Panel Siding based on a LP SmartSide® Precision Lap Siding and LP SmartSide® minimum fastener schedule, are provided in Tables 2 Precision Panel Siding must be installed in accordance through 5. Tables 2 and 3, for lap and panel siding, with the manufacturer's published installation instructions (titled Application Instructions LP SmartSide® Precision respectively, are based on full fastener penetration into the Lap LP SmartSide®Precision Panel Siding) and this report. wall studs, i.e., fastener penetration = fastener length - In the event of conflicts, this report governs. A copy of the siding thickness. Tables 4 and 5, for lap and panel siding, manufacturers installation instructions must be on the respectively, are based on a minimum fastener penetration jobsite at all times during installation. into the wall studs of 1 /z inches. LP SmartSide® Precision Lap Siding and LP SmartSide® 5.0 CONDITIONS OF USE Precision Panel Siding must be installed with an approved The LP SmartSide® Precision Lap Siding and LP water-resistive barrier as required by the applicable code. SmartSide® Precision Panel Siding described in this report Openings in, penetrations through, and terminations of the comply with, or are suitable alternatives to what is LP SmartSide® Precision Lap Siding and LP SmartSide® specified in, those codes listed in Section 1.0 of this report, Precision Panel Siding are outside the scope of this report subject to the following conditions: and must be specifically approved by the code official in 5.1 LP SmartSide Precision Lap Siding must not be accordance with the applicable code. used to satisfy the bracing requirements specified in Unless otherwise noted in this report, fasteners and the code. fastener spacing must be as noted in the applicable code. 5.2 LP SmartSide Precision Panel Siding—Sheathing, 4.2 LP SmartSide®Precision Lap Siding: when installed as set forth in this report, may be used LP SmartSide® Precision Lap Siding must be attached to as method 3 bracing specified in Section 2308.9 of framing members spaced a maximum of 16 inches the IBC and Section R602.10 of the IRC. (406 mm) on center for 3/6 category siding and a maximum 5.3 In areas where seismic analysis is required by the of 24 inches(610 mm)on center for'/16 category siding. applicable code, the applicable code requirements for ® wood structural panel shear walls must be consulted Self-aligning LP SmartSide® Precision Lap Siding is installed with nails placed at the top of the LP SmartSide® for additional detailing requirements, restrictions Precision Lap Siding, 1/2 inch (13 mm) down from the concerning certain usages, required modifications to upper edge. Each successive course of lap siding must the allowable shear loads tabulated in this report, and rest on the back rabbet and must self-align at an overlap of additional inspection requirements. 13/16 inch (21 mm). 5.4 LP SmartSide® Precision Lap Siding and LP Nails must be of sufficient length to penetrate a minimum SmartSide® Precision Panel Siding must not be of 11/2 inches (38 mm) through the sheathing and into installed in contact with concrete or masonry. framing at each stud location. 5.5 LP SmartSide® Lap Siding and LP SmartSide® 4.3 LP SmartSide®Precision Panel Siding: Precision Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from LP SmartSide® Precision Panel Siding must be installed finished grade. with its long dimension oriented vertically. 5.6 When field cuts are made to LP SmartSide®Precision When LP SmartSide® Precision Panel Siding is applied Lap Siding and LP SmartSide® Precision Panel directly to the framing, the maximum spacing of the Siding, all exposed surfaces must be finished framing must be consistent with the span rating of the LP according to the paint or caulk/sealant manufacturers' SmartSide® Precision Panel Siding, which is identified on specifications. the panel's label. 5.7 LP SmartSide® Precision Lap Siding and LP Allowable loads for shearwalls sheathed with LP SmartSide® Precision Panel Siding are manufactured SmartSide® Precision Panel Siding—Sheathing are noted by Louisiana-Pacific Corporation in Hayward, in Table 1. Wisconsin (Mill No. 357); Newberry, Michigan Four-foot-by-8-foot (1219 mm by 2438 mm) LP (Mill No. 416); Tomahawk, Wisconsin (Mill No. 435); SmartSide® Precision Panel Siding—Sheathing installed and Two Harbors, Minnesota (Mill No. 399); under a vertically, directly to framing, with a single row of nails quality control program with inspections by ICC-ES. penetrating both laps, spaced 6 inches on center at panel 6.0 EVIDENCE SUBMITTED edges and 12 inches (305 mm) on center at intermediate Data in accordance with the ICC-ES Acceptance Criteria supports may be used to satisfy the wall bracing for Treated-engineered-wood Siding (AC321), dated requirements for conventional light frame construction October 2005. specified in the code for prescriptive construction. Install per code requirements for method 3 bracing with wood 7.0 IDENTIFICATION structural panels. LP SmartSide® Precision Lap Siding and LP SmartSide® All LP SmartSide® 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: ESR-1301 I Most Widely Accepted and Trusted Page 3 of 7 N. 1. Mill number. 4. Span rating. 2. The evaluation report number(ESR-1301). 5. Performance category (based on customary inch 3. Grade/exposure. fractions). TABLE 1—ALLOWABLE RACKING SHEAR(plf)FOR LP SmartSide®Precision PANEL SIDING—SHEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR–LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1'2'3 PERFORMANCE MINIMUM PANELS APPLIED DIRECTLY TO FRAMING CATEGORY NAIL PENETRATION IN Nail Size(Common or Nail Spacing at Panel Edges FRAMING(inches) Galvanized (inches) Box) 6 4 3 24 5/165'6180 270 350 450 3/65,6 1 1/4 6d 200 300 390 510 3/65.6 220 320 410 530 11/2 8d 7/165 240 350 450 585 19/325 15/6 10d 340 510 6654 870 For SI: 1 inch=25.4 mm, 1 plf= 14.6 N/m. 1For framing of other species: (a) Find specific 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 gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. 2AIl panel edges must be backed with 2-inch nominal or wider framing. Panels must be installed with the long dimension oriented in the vertical direction. Space nails 6 inches o.c. along intermediate framing members for 3/6 category and 7/16 category panels installed on studs spaced 24 inches o.c. For other conditions and panel thicknesses,space nails 12 inches o.c.on intermediate supports. 3The 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 spaced 2 inches o.c.,and where 10d nails having penetration into framing of more than 15/6 inches are spaced 3 inches, or less, o.c. Exception: Unless otherwise required, 2-inch nominal framing may be used where full nailing surface is available and nails are staggered. 5Except as noted in Footnote 7, panel thickness at point of nailing at panel edges determines applicable shear values, except that 3/6 category panels nailed at shiplap edges use shear values for 5/16 category panels, and /16 and 19/32 category panel sidings nailed at shiplap edges use shear values for 3/6 category panels. 6Shiplap edges must be double-nailed; one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spacing specified for the applicable shear value. 'Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel siding. TABLE 2a—LAP SIDING-MAXIMUM NOMINAL(ALLOWABLE)COMPONENT AND CLADDING DESIGN WIND SPEED,Vas91'2 PERFORMANCE MAXIMUM WALL SIDING MAXIMUM MAXIMUM NOMINAL(ALLOWABLE)WIND CATEGORY STUD SPACING' WIDTH ALLOWABLE WIND SPEED,Vasd4(mph) (inches) (inches) PRESSURE Wind Exposure Category (psf) B C D 6 80 170 150 140 3/6 16 8 79 170 150 140 12 50 140 120 110 6 80 170 150 140 16 8 76 170 150 130 12 49 140 120 110 765 6 71 170 145 130 24 8 51 155 120 110 12 32 110 90 90 For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph= 1.6 kph. 10ne fastener per stud located 3A 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 diameter of 0.297 inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 inches(8d box nail). 2Tabulated values assume full penetration of the fastener into the wall studs, i.e.,fastener penetration=fastener length–siding thickness. 3Wall studs must have a minimum specific gravity of 0.42. °Three-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05,Section R301.2 of the 2009/2012 IRC, and Section 1609.1.1 of the 2009 IBC. ESR-1301 I Most Widely Accepted and Trusted Page 4 of 7 TABLE 2b—LAP SIDING-MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED,V„it''2 PERFORMANCE MAXIMUM WALL SIDING MAXIMUM MAXIMUM ULTIMATE DESIGN WIND SPEED, CATEGORY STUD SPACING' WIDTH ULTIMATE WIND V,,,14(mph) (inches) (inches) PRESSURE (psf) Wind Exposure Category B C D 6 133 200 180 180 3/8 16 8 131 200 180 180 12 83 180 150 140 6 133 200 180 180 16 8 127 200 180 160 12 81 180 150 140 7/16 6 119 200 180 160 24 8 85 180 150 140 12 54 140 120 115 For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph= 1.6 kph. 'One fastener per stud located 3/4 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 diameter of 0.297 inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 inches(8d box nail). 2Tabulated values assume full penetration of the fastener into the wall studs, i.e.,fastener penetration=fastener length–siding thickness. 3Wall studs must have a minimum specific gravity of 0.42. "Three-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 2012 IBC. TABLE 3a—PANEL SIDING-MAXIMUM NOMINAL(ALLOWABLE)COMPONENT AND CLADDING DESIGN WIND SPEED,Vasd1 PERFORMANCE MAXIMUM WALL FASTENER SPACING' MAXIMUM MAXIMUM NOMINAL CATEGORY STUD SPACING2 (inches o.c.) ALLOWABLE WIND (ALLOWABLE)WIND SPEED, (inches) PRESSURE(psf) Vasd'(mph) Edges Field Wind Exposure Category B C D 12 46 130 110 105 16 6 3 6 80 170 150 140 /8 12 31 110 90 85 24 6 - 6 61 150 130 120 12 45 130 110 105 16 6 6 80 170 150 140 7/16 • 12 30 110 90 85 24 6 6 59 150 130 120 12 41 130 110 100 16 6 - 6 80 170 150 140 19/32 12 27 105 90 - 24 6 6 55 150 125 110 For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph= 1.6 kph. 'Tabulated values assume full penetration of the fastener into the wall studs, i.e.,fastener penetration=fastener length–siding thickness. 2Wall 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 inches (8d box nail). Three-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-feet in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05,Section R301.2 of the 2009/2012 IRC,and Section 1609.1.1 of the 2009 IBC. I, ESR-1301 I Most Widely Accepted and Trusted Page 5 of 7 TABLE 3b—PANEL SIDING-MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED,VWt' PERFORMANCE MAXIMUM WALL FASTENER SPACING3 MAXIMUM ULTIMATE MAXIMUM ULTIMATE DESIGN CATEGORY STUD SPACING' (inches o.c.) WIND PRESSURE WIND SPEED,Vu,t4(mph) (inches) Edges Field (psf) Wind Exposure Category B C D 12 77 160 150 130 16 6 3 6 133 200 180 180 /8 12 51 140 120 110 24 6 6 102 200 160 150 12 74 160 140 130 16 6 6 133 200 180 180 7/16 12 50 140 120 110 24 6 6 99 200 160 150 12 69 160 140 130 16 6 s 6 133 200 180 180 1 /32 12 46 130 115 24 6 6 92 180 160 150 For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph= 1.6 kph. 'Tabulated values assume full penetration of the fastener into the wall studs, i.e.,fastener penetration=fastener length–siding thickness. 'Wall studs must have a minimum specific gravity of 0.42. 3Fastener 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 (8d box nail). Three-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 2012 IBC. TABLE 4a—LAP SIDING-MAXIMUM NOMINAL(ALLOWABLE)COMPONENT AND CLADDING DESIGN WIND SPEED,V 1 2 astl PERFORMANCE MAXIMUM WALL SIDING MAXIMUM MAXIMUM NOMINAL(ALLOWABLE)WIND CATEGORY STUD SPACING3 WIDTH ALLOWABLE WIND SPEED,Vasd4(mph) (inches) (inches) PRESSURE Wind Exposure Category (psf) B C D 6 78 170 150 130 3/9 16 8 56 150 125 110 12 35 120 100 90 6 78 170 150 130 16 8 56 150 125 110 12 35 120 100 90 7/16 6 52 145 120 110 - 24 8 37 120 100 90 12 24 90 - - For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph= 1.6 kph. 'One fastener per stud located 3/4 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 diameter of 0.297 inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 inches(8d box nail). 2Tabulated values assume a fastener penetration of 11/2 inches into the wall studs. 3Wall studs must have a minimum specific gravity of 0.42. 4Three-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05,Section R301.2 of the 2009/2012 IRC, and Section 1609.1.1 of the 2009 IBC. , ESR-1301 I Most Widely Accepted and Trusted Page 6 of 7 TABLE 4b—LAP SIDING-MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED,V„,11'2 PERFORMANCE MAXIMUM WALL SIDING MAXIMUM MAXIMUM ULTIMATE DESIGN WIND SPEED, CATEGORY STUD SPACING' WIDTH ULTIMATE WIND V„,t4(mph) (inches) (inches) PRESSURE Wind Exposure Category (psf) B C D 6 130 200 180 180 3/8 16 8 93 180 160 150 12 59 150 130 120 6 130 200 180 180 16 8 93 180 160 150 12 59 150 130 120 7/16 6 86 180 160 140 24 8 62 160 130 120 12 39 120 - - For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph=1.6 kph. 'One fastener per stud located % 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 diameter of 0.297 inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.5 inches(8d box nail). 2Tabulated values assume a fastener penetration of 11/2 inches into the wall studs. 3Wall studs must have a minimum specific gravity of 0.42. °Three-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 2012 IBC. TABLE 5a—PANEL SIDING-MAXIMUM NOMINAL(ALLOWABLE)COMPONENT AND CLADDING DESIGN WIND SPEED,Vasd' PERFORMANCE MAXIMUM WALL FASTENER SPACING' MAXIMUM MAXIMUM NOMINAL CATEGORY STUD SPACING2 (inches o.c.) ALLOWABLE WIND (ALLOWABLE)WIND SPEED, (inches) PRESSURE(psf) Vasd°(mph) Edges Field Wind Exposure Category B C D 12 32 110 90 90 16 6 3 6 65 150 130 125 /8 12 22 90 - - 24 6 6 43 130 110 100 12 32 110 90 90 16 6 6 65 150 130 125 7/16 12 22 90 - - 24 6 6 43 130 110 100 12 32 110 90 90 16 6 6 65 150 130 125 19/32 12 22 90 - - 24 6 6 43 130 110 100 For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph= 1.6 kph. 'Tabulated values assume a fastener penetration of 11/2 inches into the wall studs. 2Wall studs must have a minimum specific gravity of 0.42. 3Fastener 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 (8d box nail). Three-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-feet in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05, Section R301.2 of the 2009/2012 IRC,and Section 1609.1.1 of the 2009 IBC. ESR-1301 I Most Widely Accepted and Trusted Page 7 of 7 ti TABLE 5b—PANEL SIDING-MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED,V,,,,' PERFORMANCE MAXIMUM WALL FASTENER SPACING' MAXIMUM ULTIMATE MAXIMUM ULTIMATE DESIGN CATEGORY STUD SPACING' (inches o.c.) WIND PRESSURE WIND SPEED,Vu,t4(mph) (inches) Edges Field (psf) Wind Exposure Category B C D 12 54 140 120 115 16 6 3 6 108 200 160 160 /g 12 36 120 24 6 6 72 160 140 130 12 54 140 120 115 16 6 6 108 200 160 160 7/16 12 36 120 24 6 6 72 160 140 130 12 54 140 120 115 16 6 a 6 108 200 160 160 1 /32 12 36 120 24 6 6 72 160 140 130 For SI: 1 inch=25.4 mm, 1 psf=47.88 Pa, 1 mph=1.6 kph. 'Tabulated values assume a fastener penetration of 11/2 inches into the wall studs. 2Wall 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 inches (8d box nail). Three-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 2012 IBC. DISCLAIMER APA Product Report® is a trademark of APA – The Engineered Wood Association, Tacoma, Washington. ICC-ES Evaluation Report is a trademark of ICC Evaluation Service, LLC (ICC-ES). The information contained herein is based on the product evaluation in accordance with the references noted in this report. Neither ICC-ES, nor APA or its members make any warranty, expressed or implied, or assume any legal liability or responsibility for the use, application of, and/or reference to opinions, findings, conclusions, or recommendations included in this report. The joint ICC-ES/APA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. Consult the local jurisdiction or design professional to assure compliance with code, construction, and performance requirements. Because neither APA, nor ICC-ES, has any control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility of product performance or designs as actually constructed. • . I • LP S M A RT S I D E® PRECISION SERIES 38 AND 76 SERIES PRIMED LAP SIDING TRIM&SIDING BUILDING PRODUCTS GENERAL STUD SPACING • At the time of manufacture,siding meets or exceeds the perfor- • Space studs no farther apart than the span rating indicated mance standards set forth in ICC-ES-AC321 and has achieved- onthe product trademark. code recognition under ES Report ESR-1301 and HUD recognition under HUD-MR-1318.For copies of ESR-1301,call LP Customer • Precision 38 Series lap may be installed up to 16 in.OC Support at 1-800-648-6893 or go online at http://www.ice-es. framingspans.Precision 76 Series lap may be installed up to org/reports/pdf_files?ICC-ES/ESR-1301.pdf. 24 in.OC framing spans. • Minimum 6 in.clearance must be maintained between siding and finish grade. MOISTURE • Siding applied adjacent to porches, patios,walks,etc.must have •Moisture control and moisture vapor control are critical elements of a clearance of at least 1 in.above any surface. proper housing design.Check your local building codes for applica- tion procedures for handling moisture and moisture vapor in your • Minimum 1 in.clearance at intersection with roof line area. • Apply siding in a manner that prevents moisture intrusion and •As with all wood products,do not apply engineered wood siding water buildup. to a structure having excessive moisture conditions such as drying concrete or plaster.If such conditions exist,the building should • All exposed wood substrate must be sealed in a manner that be well ventilated to allow it to dry prior to the application of the prevents moisture intrusion and water buildup. siding. • In non-traditional ICF and SIP assemblies,the ICF or SIP •Siding must not be applied to green or crooked structural fram- manufacturer must prescribe the fastening specifications.See ing members.Do not apply siding over rain-soaked or buckled attached addendum for fastening 8-inch lap siding to SIP as- sheathing materials. semblies.Note:LP does not recommend LP SmartSide for use in these non-traditional assemblies.If used, LP will not warrant •Gutters are recommended for control of roof water run off. for Buckling and Shrinkage. However,balance of warranty does remain intact. SECONDARY WEATHER RESISTANT BARRIER • When using wet blown cellulose insulation,the insulation must not be in direct contact with the siding and it must be allowed to •A properly installed breathable water-resistive barrier is dry a minimum of 24 hours or longer if specified by the insulation required behind the siding. manufacturer. •Consult your local building code for details. • DO NOT USE STAPLES •LP will assume no responsibility for water penetration. • SIDING MUST NOT BE IN DIRECT CONTACT WITH MASONRY GAPS & SEALANTS STORAGE •Seal all gaps with a high-quality,non-hardening, paintable sealant with a minimum stated service life of 30 years.Follow • Store off the ground well supported,on a flat surface, under a the sealant manufacturer's instructions for application. roof or separate waterproof covering • Keep siding clean and dry.Inspect prior to application. FLASHING, WINDOWS, DOORS & OPENINGS • Allow siding to adjust to atmospheric conditions before •All openings must be properly sealed or flashed in a manner that application. prevents moisture intrusion or buildup. Several examples that accomplish this are shown on the following pages. • APPLICATION INSTRUCTIONS (CONT.) KICK-OUT FLASHING FINISHING INSTRUCTIONS •Install kick-out flashing to direct the water into the gutter DO • Prime and paint all exposed surfaces including all drip edges •Install step flashing with minimum 4-inch upper leg or where water will hang. • Apply finish coat as soon as possible or within 180 days •Properly integrate flashing with the secondary water-resistive of application. barrier. Use housewrap,flashing tape,z-flashing,or other items • High-quality acrylic latex paint,specially formulated for as needed to maintain the counterflashing principle. use on wood and engineered wood substrates,is highly recommended.Semi-gloss or satin finish oil or alkyd paints are •DO NOT extend the siding or trim into the kick-out flashing or gutter acceptable.For flat alkyd paint,please check with the coating manufacturer for their recommendations for use on composite •Maintain a clearance between the end of the gutter and the adjoining wood siding. wall to allow for proper maintenance of the siding • Follow the coating manufacturer's application and maintenance instructions. •Paint ALL exposed cut edges DO NOT USE • Semi-transparent and transparent stains. • Shake and shingle paints. \ • Vinyl-based resin formulas such as vinyl acetate, PVA, LP Sidin vinyl acetate/acrylic copolymer paints. B �` ® Minimum 1"clearance between trim and roofing NAILING INSTRUCTIONS Air • LP SmartSide 76 Series lap siding may be attached directly to fram- / ing members spaced up to a maximum of 24 in.on center.76 Series LP SmartSide Lap may also be applied over code-approved nailable rai sheathing. �� • LP SmartSide 38 Series lap siding may be attached over nailable G sheathing or directly to framing members that are spaced up to a maximum of 16 in.on center. ' Ar/ / ,1 ,I / —� —AV • Check your local building code before starting to install the Product di p. V / Clean rain to confirm if sheathing is needed. T I gutter • Siding joints should be staggered over successive courses. , For installation with or without nailable sheathing,joints must occur over stud locations. Do not run trim or siding inside • Siding shall be installed with top(blind)nailing,with the nails placed of the kick out flashing a minimum of 3/8 in.from either end and a minimum of 3/4 in.from the top edge of the board.Siding may only be face nailed as required immediately below window sills,frieze boards,and horizontal trim bands. • Overlap successive courses of siding a minimum of 1 in. TRIM • Use minimum 8d(0.113 in.shank diameter),corrosion resistant,box style nails. Trim should be thick enough so the siding does not extend be- yond the face of the trim. • All exposed face nails must be caulked and sealed in a manner that prevents moisture intrusion and water buildup. •Trim and fascia must be applied in a manner that will not allow • Fasteners at each stud location must penetrate solid wood framing moisture intrusion or water buildup. or the sheathing and wood framing a minimum of 1.5 in. •LP®SmartSide®siding is not designed and/or manufactured to CONDITION CORRECTION be used as trim or fascia.LP SmartSide trim and fascia are avail- Snug /Eh OK 41k able in a variety of dimensions. .l, Ul► Flush 'UI, OK "UI' Visible fiber 0:Paint�� ���� Countersunk1/16 in.-1/8 in.- 0111P'1 Seal Seal with caulking— 0+V� Countersunk more f►ri' Seal with caulk 9114 than 1/8 in. and renail APPLICATION INSTRUCTIONS (CONT.) • For information on fastening LP SmartSide Lap products in high c) For rigid foam sheathing greater than 1"(25.4 mm),a minimum wind speed areas,refer to ICC-ES Report ESR-1301. 1-1/2"(38.1 mm)thick by 4"(101.6 mm)wide vertical strapping • Alternative Fastening Options for 8-inch only 38 Series Precision Lap or furring strip must be installed over the sheathing to provide Over Structural Sheathing and 24 in.OC Wall Framing a solid,level nailing base for the siding.The strapping must be securely fastened to structural framing spaced no greater than • The sheathing must be a minimum 7/16 in.thick- 16"OC(406 mm)with a minimum nail penetration of 1-1/2 inches ness with an APA The Engineered Wood Association trade- markthat contains the (38.1 mm)and a maximum nail spacing no greater than the width of the siding. consensus standard DOC PS2. Louisiana-Pacific will assume no responsibility for any damage or • The transverse windload design val- condition arising from the use of foam sheathing. ues in table 4 of the APA Product Report PR- N124 may be used when the following fasteners specifications are met. • 38 series precision lap must be fastened with: OVERLAP, CLEARANCE & NAILING SPACE • a minimum no.8 corrosion resistant tapered head wood screw with a maximum spacing of 12 in.on center with Figure 1 1.5 in.screw penetration into each stud or... V. • a minimum 6d(0.99 in.shank diameter)corrosion resistant �, Min.3/4 in.nail J +4E7.110 a I spacing from top ring shank nail with a maximum spacing of 8 in.on center with 1.5 in.nail penetration into each stud. � Sheathing if Breathable 1 in.min. required weather • Alternative Fastening Options Over SIP Assemblies: overlap • The sheathing must be a minimum 7/16 in.thickness with barrier an APA The Engineered Wood Association trademark that Sidin must extendSiding must not Siding 11,!-I3., ,,:,:ontact7asonr,y contains the consensus standard DOC PS2 below plate • The transverse windload design values in table 4 of the APA 741 4x Product Report PR-N124 may be used when the following Min.6 in. fasteners specifications are met. finish grade .. clearance • 38 series precision lap must be fastened with: • a minimum no.8 corrosion resistant tapered head wood screws with a maximum spacing of 12 in.on center or... • a minimum 6d(0.99 in.shank diameter)corrosion resistant ring shank nail with a maximum spacing of 8 in.on center • 76 series precision lap must be fastened with: BUTT JOINTS • a minimum no.8 corrosion resistant tapered head wood Figure 2 screw with a maximum spacing of 16 in.on center or... • a minimum 6d(0.99 in.shank diameter)corrosion resistant Nail min.3/4 in.from top ring shank nail with a maximum spacing of12 in.on center. and 3/8 in.from edge CAUTION 1 1 • Do not force siding into place. �� N �• • • DO NOT USE STAPLES. • � � �� Insulated Sheathings LP SmartSide Sidings may be installed over low-compression rigid foam or fiberglass sheathings.The following precautions must be followed: a) Adequate bracing of the wall in accordance with the Internation- • A minimum 3/16 in.gap is required at butt joints. al Codes or other ruling building code is required. • Seal all gaps at butt joints. b) For rigid foam sheathing up to 1"(25.4 mm)thick,siding may be • Unsheathed walls require adequate bracing. nailed directly to the foam sheathing unless a drainage plane is required by the local building code.Nail length must be in- • Joints must occur over the studs. creased to ensure a minimum 1-1/2"(38.1 mm)fastener penetra- tion into the structural framing. APPLICATION INSTRUCTIONS CONT.) Figure 3 over openings alternate joint treatment )),./ ..-.1:''.'::. flash, joint molding gap 3/16 in. and seal :" shim, ,7' O, gap 3/8 in. ‘S5 4}— 3/8 in. �� 3/8 in. —49 X11 m , J , /` _T • ,",'%' f1 -P21.. z e'vd '//A ' /t'rf z/ Figure 3A Figure 3B Figure 3C Vapor Retarder .::... r( Ii if required « 11) by cod e ..27 `s .- weather .... .:. it:i: resistant "'Y` barrier < iir . •44,00 .--,--, j ,� � �® ,:I 6 in. minimum �k .;..; '-::.(gip L. t'.r; . Figure 3E Figure 3D n. gap 3/16 in. and seal gap 3/�6 l and seal 4 .'.. - f' inti . ����`�� y iri.. i1I�_ 11 inside corner outside corner detail detail APPLICATION INSTRUCTIONS (CONT.) 1 IN. ROOF Er CHIMNEY CLEARANCE Figure 4 �r ,Y i. NN11 , ,ALL � � Trim Min. 3/16 in. gap Paint bottom 4 in. mine flashing ' edges gip 1 in. min. clearance from roofing The Louisiana-Pacific Corporation("LP")LP SmartSideSiding(the For a copy of the warranty or for installation and technical support,visit the "Products")limited warranty(the"Warranty")applies only to LP SmartSide product support Web site at: structures on which the Products have been applied,finished and www.Ipcorp/smartside.com maintained in accordance with the published application,finishing or for additional support call 800.450.6106. and maintenance instructions in effect at the time of application. The failure to follow such application,finishing or maintenance WARRANTY REMEDIES ARE NOT AVAILABLE IF instructions will void the Warranty as to the portion of the Products REQUIREMENTS ARE NOT FOLLOWED. affected by the variance(the"Affected Products"). LP assumes no liability for any loss or damage sustained by the Cal.Prop 65 Warning:Use of this product may result in Affected Products and is expressly released by the purchaser or exposure to wood dust,known to the State of California owner from any such loss or liability. to cause cancer. Any modification of the Warranty's application,finishing or maintenance requirements is void and unenforceable unless approved in writing prior to application by the siding general LP S M A RT S I D E manager or his designee and a member of the LP Legal Department. BUILDING PRODUCTS TRIM&SIDING ©2012 Louisiana-Pacific Corporation.All rights reserved.LP and SmartSide are registered trademarks of Louisiana-Pacific Corporation.Printed in U.S.A. NOTE:Louisiana-Pacific Corporation periodically updates and revises its product information. To verify that this version is current,call 800-450-6106. LPZ80515 1/11 Technical Note No. 018 L'P .............. BUILDING PRODUCTS Installing LP° SmartSide® Trim and Lap Siding on Rigid Foam Insulation over Furring Strips (VLlit Wind Speeds) This Technical Note is an addendum to the LP® 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 rigid foam insulation over furring strips. The Instructions remain effective except as may be modified by this Note. Refer to the Application Instructions for all other aspects of product installation. Trim and lap siding may be installed on rigid foam insulation over furring strips: • Trim and lap siding must be installed over a minimum 1x4 nominal size Southern Pine furring strip 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 MPH1 • Siding shall be installed to safely resist all 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 their point of origin through the load-resisting elements to the structure. The mechanical connection of the furring strip to 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 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)2 o Ring Shank3 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 • 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. Page 1 of 3 ADDRESS 414 Union Street Suite 2000 Nashville,TN TEL (615)986-5600 FAX. (615)986-5666 Date Created:4/25/2016 WEB www.lpcorp.com Last Revision:8/31/2016 Expiration Date:6/2017 BUILD WITH US. 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 SmartLockTM Strand Lap • Fastening Requirements: o Place fasteners 3/4 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-1/8 inch o Blind nail two fasteners per furring strip (every 16" o.c.) Min. 1x4 Furring Strips Fasteners i I I I I I I I I I I I 1 I 1 I I I I f 1 I I I i I I 1 I I I I I 1 I 1 I I I I I i I I I I I I I 1 i I 1 I 1 1 d I • 2 nails per furring(4 nails at butt joints) • Nails spaced 3/4" from top edge of lap and 3/8"from ends of lap (approximately 1" apart) • 1-1/8" min. lap siding overlap. Page 2 of 3 ADDRESS 414 Union Street Suite 2000 Nashville,TN TEL (615)986-5600 FAX (615)986-5666 Date Created:4/25/2016 WEB www.lpcorp.com Last Revision:8/31/2016 Expiration Date:6/2017 BUIL1 VII El US. Trim • Limitations: o Where high negative wind loads are a concern, box or common nails should be used. — Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions: Do not overdrive or counter sink the fastener, nail flush with the surface of trim. Detachment of trim is not covered by the LP® SmartSide® limited warranty whether common, box, or trim nails are used. • Fastening Requirements: o Two fasteners spaced a maximum of every 24 inches o.c. along the length of the trim, or 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 7 to 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 5/10 ft2/30 foot height. 2 Corrosion resistance and capable of preventing rust,stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years. For further information or guidance, consult your nail supplier/manufacturer. 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail Withdrawal Loads of APA publication TT-109, Wood Structural Panels Used as Nailable Sheathing when tested in accordance with ASTM D 1761,Standard Test Method for Mechanical Fasteners in Wood and NDS-2015. For further information or guidance,consult your nail supplier/manufacturer. Page 3 of 3 ADDRESS 414 Union Street Suite 2000 Nashville,TN TEI. (615)986-5600 FAX (615)986-5666 Date Created:4/25/2016 WEB www.lpcorp.com Last Revision:8/31/2016 Expiration Date:6/2017 BUILD WI•r[I ITS. Technical Note No. 014 BUILDING PRODUCTS Installing LP® SmartSide® Trim and Lap Siding on Concrete or Masonry Walls over Furring Strips in Florida (Voir Wind Speeds) This Technical Note is an addendum to the LP® 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 MPH' • Siding shall be installed to safely support all 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 their 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)2 o Ring Shank3 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 wall leaving the fastener head less than flush with the face of trim or siding. Page 1 of 3 ADDRESS 414 Union Street Suite 2000 Nashville,TN TEL (615)986-5600 FAX (615)986-5666 WEB www.lpcorp.com Date Created: 12/04/2015 Last Revision: 12/17/2015 HU1L1> Lti'11 CS. Expiration Date:06/2017 • 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 R703.1.1 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 SmartLockTM Strand Lap • Fastening Requirements: o Place fasteners 3/4 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-1/8 inch o Blind nail two fasteners per furring strip (every 16" o.c.) Min. 1x4 Furring Strips Fasteners \ # 1 # 1 1 # Lap Siding 1 # # I I t • 2 nails per furring (4 nails at butt joints) • Nails spaced 3/4" from top edge of lap and 3/8" from ends of lap (approximately 1" apart) • 1-1/8" min. lap siding overlap. Page 2 of 3 ADDRESS 414 Union Street Suite 2000 Nashville,TN TEL (615)986-5600 FAX (615)986-5666 WEB www.lpcorp.com Date Created: 12/04/2015 Last Revision: 12/17/2015 BUILD WITH US. Expiration Date:06/2017 Trim • Limitations: o In Florida where high negative wind loads are a concern, box or common nails should be used. — Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions: Do not overdrive or counter sink the fastener, nail flush with the surface of trim. Detachment of trim is not covered by the LP® SmartSide® limited warranty whether common, box, or trim nails are used. • Fastening Requirements: o Two fasteners spaced a maximum of every 24 inches o.c. along the length of the trim, or 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 7 to 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/ 10 ft2/30 foot height. See 2014 FRC. 2 Corrosion resistance and capable of preventing rust, stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years. For further information or guidance, consult your nail supplier/manufacturer. 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail Withdrawal Loads of APA publication TT-109, Wood Structural Panels Used as Nailable Sheathing when tested in accordance with ASTM D 1761,Standard Test Method for Mechanical Fasteners in Wood and NDS-2015. For further information or guidance, consult your nail supplier/manufacturer. Page 3 of 3 ADDRESS 414 Union Street Suite 2000 Nashville,TN TEL (615)986-5600 FAX (615)986-5666 WEB www.lpcorp.com Date Created: 12/04/2015 Last Revision: 12/17/2015 BUILD WITH Us. Expiration Date:06/2017