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HomeMy WebLinkAboutAPPLICATION INSTRUCTIONS - EVALUATION REPORTSAt the ti me of manufacture, siding meets or exceeds the per- formance standards set forth in ICC-ES-AC321 and has achieved code recognition under ESR-1301, CCNC11826, APA recognition under PR-N124, and HUD recognition under HUD-MR-1318. For copies of ESR 1301, call LP Customer Support at 1-800-648-6893 or go online at http://www.!cE-es,org/reports/pdf_files/ICC-ES/ ESR-1301.pdf or http://www.apawood.org. • Minimum 6 in. clearance must be maintained between siding and finish grade. • Siding applied adjacent to porches, patios, walks, etc, must have a clearance of at least 1 in. above any surface. • Minimum 1 in. clearance at intersection with roof line • Apply siding in a manner that prevents moisture intrusion and water buildup. • All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water buildup. • See alternate fastening options for fastening lap siding to SIP, ICF and Steel Frame assemblies. • DO NOT USE STAPLES • SIDING MUST NOT BE IN DIRECT CONTACT WITH MASONRY, CONCRETE, BRICK, STONE, STUCCO OR MORTAR. Store off the ground well supported, on a flat surface, under a roof or separate waterproof covering Keep siding clean and dry. Inspect priorto application. Precision 38 Series lap maybe Installed on studs spaced a maximum of16In. O.C. See alternate fastening option for fastening38 series Gin. and 8 In. lap on studs spaced a maxi- mum of 24 in. O.C. Precision 76 Series lap maybe Installed on studs spaced a maximum of 24 in. O.C. In all Installations over masonry or concrete walls, the wall shall be furred out and open at the top and bottom of the wall to allow for convective ventilation between framing spaced 16 in. O.C. The framing shall be of adequate thickness to accept 1-1/2 Inches of nail penetration. A properly installed breath- able water-resistant barrier is required between the siding and masonry or concrete walls. 5t. Lucie Courn Moisture control and moisture vapor control are critical elements of proper housing design. Check your local building codes for application procedures for handling moisture and water vapor in your area. • When using wet blown cellulose insulation, the insulation must not be indirect contact with the siding and it must be allowed to drya minimum of 24 hours or longer if specified by the insulation manufacturer. As with all wood products, do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete, plaster or wet blown cellulose insulation. If such conditions exist, the building should be well ventilated to allow it to dry prior to the application of the siding. Siding must not be applied to green or crooked structural framing members. Do not apply siding over rain -soaked or buckled sheathing materials. • Gutters are recommended forcontrol of roof water runoff. SECONDARY WATER-RESISTANT BARRIER.". A properly installed breathable water -resistive barrier is required behind the siding. Uonsultyourlocal building code ; for details. LP will assume no responsibility for water penetration. . GAPS Fr SEALANTS - - Seal all gaps with a high -quality, non -hardening, paintable sealant. Follow the sealant manufacturer's instructions for application. • Use a high -quality exterior sealant meeting the ASTM C920, minimum Class 25 sealant. All openings must be properly sealed or flashed In a manner that prevents moisture intrusion or buildup. Several examples that accomplish this are shown on the following pages. APPLICAI) ,1 FV INSTRUCTIONS (CONT.) • Install kick -out flashing to direct the water into the gutter • Install step flashing with minimum 4 in. upper leg • Properly integrate flashing with the secondary water -resistive barrier. Use housewrap, flashing tape, z-flashing, or other items as needed to maintain the counterflashing principle. • DO NOT extend the siding or trim into the kick -out flashing or gutter • Maintain a clearance between the end of the gutter and the adjoining wall to allow for proper ma intenance of the siding • Prime and paint ALL exposed cut edges LP Siding Minimum 1" clearance between trim and roofing Clean rain gutter no • Prime and paint all exposed surfaces including all drip edges or where water will hang. • Apply finish coat as soon as possible or within 180 days of application. • High -quality acrylic latex paint, specially formulated for use on wood and engineered wood substrates, is highly recommended. Semi -gloss or satin finish oil or alkyd paints are acceptable. For flat alkyd paint, please check with the coating manufacturer for their recommendations for use on composite wood siding. • Follow the coating manufacturer's application and maintenance Instructions. 00 NOT USE Semi -transparent and transparent stains. Shake and shingle paints. Vinyl -based resin formulas such as vinyl acetate, PVA, vinyl acetate/acrylic copolymer paints. HANDLE PREFINISHED LP SMARTSIOE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION. TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS. NAILING INSTRUCTIONSo... • LP SmartSide 76 Series lap siding maybe attached directlyto framing members spaced up to a maximum of24 in. O.C. • LP SmartSide 38 Series lap siding may be attached directly to framing members that are spaced up to a maximum of 16 in. O.C. • Check your local building code before starting to install the sid- ing to confirm if wall sheathing Is required. • Siding joints should be staggered over successive courses. For installation with or without wood structural panels, joints must occur over stud locations. Siding shall be installed with top (blind) nailing, with the nails placed 3/8 in. from either end and a minimum of 3/4 in. from Do not run trim or siding inside the top edge of the board. Fasteners will he exposed on siding of the kick out flashing located immediately below window sills, fascia boards, and horizontal trim. Fasteners below window sill shall be spaced a maximum of 8 in. O.C. TRf Trim should be thick enough so the siding does not extend beyond the face of the trim. • Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup. LP° SmartSide° siding Is not designed and/or manufactured to be used as trim or fascia. LP SmartSide trim and fascia are available Ina variety of dimensions. LP SmartSide lap siding Is not designed and/or manufactured to he installed vertically. • Overlap successive courses of siding a minimum of 11n. 1i SmartLock Overlap Fi Blind Fastening 1/4 in. nail spacing nstall SmartLock lap jding consistent with he specifications i these installation istructions APPLICATION INSTRUCTIONS (CONT.) CONDITION CORRECTION Snug ® OK Flush ® OK Visible fiber ® Paint CountersunkIN._® Applysealant- Countersunk more Apply sealant and than r/a In. 'ICY re -nail • Use minimum 8d (0.113 in. shank diameter), hot -dipped galva- nized nail with a 0.297 in. diameter head. • All exposed face nails must be caulked and sealed in a manner that prevents moisture Intrusion and water buildup. • Penetrate structural framing orwood structural panels and structural framing a minimum of 1-1/2 in. • Nail from the center of the siding toward the ends, or from one end to the other end. NEVER nail from the ends of the siding toward the middle. • Shim siding at studs as needed, to avoid drawing siding against uneven walls. Do not overdrive nails. Nail head should seat firmly to face of siding but not be overdriven to distort the siding surface. • For information on fastening LIP SmartSideproducts Inhigh wind speed areas, refer to [CC -ES Report ESR-1301 or APA PR-N124. Alternative Fastening Option for (strand) over Wood Structural Panels and 24 in. O.C. Stud Spacing • Limited to 6 in. and 8 in. wide lap siding. • Wood structural panels must be a minimum 7/16 Category with an APA Trademark that contains the consensus Standard DOC PS 2. • 38 Series Precision lap must be fastened with: • Minimum #8 hot dip galvanized tapered head wood screw with a 0.270 in. diameter head, spaced a maximum of 12 in. O.C. with 1-1/2 in. screw penetration into each stud or... • Minimum 6d (0.091 in, shank diameter) hot dip galvanized ring shank nail with a 0.200 in. diameter head, spaced a maxi- mum of 8 In. O.C. with 1-1/2 in. nail penetration into each stud. Alternative Fastening Options over SIP Assemblies • Wood structural panels must be a minimum 7/16 Category with an APA Trademark that contains the consensus standard DOC PS 2. • 38 Series Precision lap must be fastened with: • Minimum #8 hot dip galvanized tapered head wood screw with a 0.270 in. diameter head, spaced a maximum of 12 in. O,C. or.. • Minimum 6d (0.091 in. shank diameter) hot dip galvanized ring shank nail with a 0.200 in. diameter head, spaced a maximum of 8 in. O.C. • 76 Series Precision lap must be fastened with: Minimum #8 hot dip galvanized tapered head wood screw with a 0.270 In. diameter head, spaced a maximum of 16 in. O.C. at.. Minimum 6d (0.091 in. shank diameter) hot dip_galvanized ring shank nail with a 0.200 in. diameter head, spaced a maximum of 12 in. O.C. Alternative Fastening Option over ICF Assemblies • 38 and 76 Series Precision lap must be fastened with: • Minimum #8 hot dip galvanized tapered head self -drilling screw with a 0.270 in. diameter head. • Minimum penetration of 3/8 in, beyond the thickness of the nailing flange. • Larger screws may be required bythe ]IF Manufacturer based on the following minimum withdrawal requirements. • Minimum withdrawal value of the ICF nailing flangemust be 50 lbs. with a maximum 12 in. D.C. screw spacing. • Minimum withdrawal value of the ICF nailing flange must be 31 lbs. with a maximum 61n. O.C. screw spacing. Alternative Fastening Options over Corrosion Resistant Steel Stud Framing • Minimum withdrawal value of the steel framing must be 50 lbs. Refer to the framing manufacturer's evaluation report. • 38 Series Precision lap must be fastened with: • Steel stud spacing a maximum spacing of 16 in. O.C. • Minimum #8 hot dip galvanized tapered head self -drilling screw with 0.270 in. diameter head. • Minimum of 5 threads beyond the combined thickness of the siding and framing • Minimum steel framing thickness 0.032 in. or2O gauge. 76 Series Precision lap must be fastened with: • Steel stud spacing a maximum spacing of 24 in. O.C. • Minimum #8 hot dip galvanized tapered head self -drilling screw with a0.270In. diameter head. • Minimum of S threads beyond the combined thickness of the siding and framing. • Minimum steel framing thickness 0,032 in. or 20 gauge. CAUTION • Do not force siding into place. • DO NOT USE STAPLES. Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface. Where siding butts window trim, 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 foam or exterior gypsum. The following precautions must be followed: • Adequate bracing of the wall In accordance with the Interna- tional Codes or other ruling building code is required. • For rigid foam sheathing up to 1 in. (25.4 mm) thick, siding maybe nailed directly to the foam sheathing unless a drainage APPLICATION INSTRUCTIONS (CONT.) plane is required by the local building code. Nail length must ltlROOF be Increa—sed-to ensure a minimum 1=172 in stener penetration into the structural framing. Figure 4 • For rigid foam sheathing greater than 1 in. (25A mm), a minimum 1-1/2 in. (38.1 mm) thick by 3-1/2 In. (88.9 mm) wide vertical strapping orfurring strip must be Installed over the sheathingto provide a solid, level nailing base forthe siding. The strapping must be securely fastened to structural framing spaced no greaterthan IS In. O.C. (406 mm) with a minimum nail penetration of 1-1/2 in. (38.1 min) and a -maximum nail spacing no greater than the width of the siding. Louisiana-Pacific will assume no respansibilityfor any damage or condition arising from the use of rigid foam or exterior gypsum. OVERLAP; CLEARANCE & NAILING SPACE'... Min. 3141n. nail spacingfromtop Sheathing Breathable 1In. min. If required water-resistant overlap V �� barrier Siding must not Siding rriust extend contact masonry below plate , Min. 6 In. finish grade clearance BUTT JOINTS ' Nail min. 3/41n. from top ai • joints must occur over studs. • A minimum 3/16 in. gap Is required at ALL butt joints. • If joint caulking option is selected, seal all gaps at buttjoints with high -quality exterior sealant meeting the ASTMC920, minimum Class 25 sealant. • If jointmoulding option Is selected, add the thickness of theweb to the gap allowing a net 3116 in. space for expansion. • If siding Is prefinished by an approved or preferred prefinisher it does not require sealant or joint moulding when backed with minimum 4 in. wide flashing and the ends of the siding are factory finished. 4 in. min. flashing 1 in. min, clearance_ from roofing Min. 3/16 in. gap 1t bottom edges LP Precision Lap siding may also be installed in compliance with category 8140- Exterior wall siding and sheathing for Wildiand Unban Interface (WUI) applications atop LP Flame9lock sheathing. RefertoFlame8lock installation instructions and product data sheets. All LP lap sidings (both Foundations and Precision) may be installed as exterior siding in Wildland Urban Interface (W UI) applications installed over one layer 5/8" Type X gypsum sheathing applied behind the exterior covering or cladding on the exterior side of the framing. They may also be Installed over the exterior portion of a 1-hour fire -resistive exterior wall assembly designed for exterior fire exposure including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual, The Louisiana-Pacific Corporation ("LP") LP SmartSide Siding (the "Products") limited warranty (the "Warranty") applies onlyto structures an which the Products have been applied, finished and maintained in accordance with the published application, finishing and maintenance instructions in effect at the time of application. The failure to fallow such application, finishing or maintenance instructions will void the Warranty as to the portion of the Products affected by the variance (the "Affected Products"). LP assumes no liability for any loss or damage sustained by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability. 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 manager or his designee and a member of the LP Legal Department. For a copy of the warranty or for installation and technical support, visit the LP SmartSide product support Web site at: www.lpsmartside.com or for additional support call 8o0-450-fj106. WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED. Cal. Prop 65 Warning: Use of this product may result in exposure to wood dust, known to the State of California to cause cancer. SMARTSIDE0 TRIM S SIDING 02014 Louisiana-Padf[C nP0ntinn.Nl rights reserved. LP and Smansideamfeglaen,d trademae's or Louisiana-Pacificcorpoatlon. Printed in U.SA MITE tuuisiana-Pactnc Conn. o. mdodic.11v uPdzn and revises iss D.6m information. TP verify that ON version issurrent, call80Ud50-6106. LPZDD516 1114 l Figure 3 Over Openings Ensure complete paint coverage of the drip edge Flash, shim, 3 gap /S in. Figure 3A Breathable water- resistant barrier Vapor Retarder if required by cocode APPLICATION INSTRUCTIONS (CONT.) Alternate Butt Joint Treatments Joint Moulding I Caulked Butt joint Gap 3/16 in. plus thickness Gap 3/16 in. and seal of joint moulding web 3/16 in. Figure 38 M if Figure 3C 6 in, minimum El e 3E Figure 30 gap 3/16 in. and seal gap 3/16 in. and seal Inside Corner Outside Corner Detail Detail DO KIM & ASSOCIATES, LLO CONSULTING STRUCTURAL ENGINEERS Florida Board of Engineers Certificate of Authorization No. 26887 Product Evaluation Report Date: October 9, 2017 Florida Product Approval: #FL 9190 Product Category: Panel Walls Product sub -category: Siding Product Name: LP SmartSide Strand Substrate Siding LP SmartSdie Fiber Substrate Siding Manufacturer: LP Building Products 414 Union Street, Suite 2000 Nashville, TN 37219 (800) 450-6106 Scope: This product evaluation report issued by Do Kim & Associates, LLC and Do Kim, P.E. for LP Building Products is based on Florida Department of Business and Professional Regulation Rule 61 G20-3 Method (2) (b) of the State of Florida Product Approval. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or updates. Do Kim & Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code 6th Edition (FBC). �O_':_ nerzoc This item has been electronically signed and sealed Do Kim, P.E. by Do Y. Km, PE on this date using a Digital FL949497 Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 2017.10.1914:02:18 -04'00' P.O. Box 10039 813.857.9955 Tampa, FL 33679 Sheet l of 6 DO Kim & AssocnATE5, LLC- CONSULTING STRUCTURAL ENGINEERS Supporting Documents Drawings and Reports: a. Application Instructions, LP SmartSide Siding b. APA-The Engineered Wood Association Product Report PR-N124, Revised September 29, 2017. c. Joint Evaluation Report ESR-1301, ICC Evaluation Service, LLC, ICC-ES, 800-423- 6587, 562-699-0543, www.ice-es.org and APA Product Report, APA-The Engineered Wood Association, Tacoma, WA, Reissued February, 2017. d. ICC-ES Report ESR-3090, ICC Evaluation Service, LLC, ICC-ES, 800-423-6587, 562- 699-0543, www.ice-es.org. Issued June, 2017. e. LP Building Products Technical Note No.014, Installing LP Smartside Trim and Lap Siding on Concrete or Masonry Walls over Furring Strips in Florida. 2. Testing a. Approved test lab: Architectural Testing, Inc., 130 Derry Court, York, PA 17406. Test reports referenced: i. Report No. 79279.01-122-18 (01/07108) 1. Testing per Miami -Dade County Checklist #0475 For the Approval of: Durability of Wood -base Structural Composite Lumber and Panels 2. ASTM D4761-02 Standard Test Methods for Mechanical Properties of Lumber and Wood -Based Structural Material. 3. ASTM D 1716-06 Standard Test Methods for Mechanical Fasteners in Wood. ii. Report No. 78294.01-401-18 (12/03/07) 1. TAS 202-94, Criteria for Testing Impact and Non -Impact Resistant Building Envelope Components Using Uniform Static Air Pressure Loading. Design Pressure @ +/-57.6 psf. 2. TAS 203-94, Criteria for Testing Products Subject to Cyclic Wind Pressure Loading. Design Pressure @ +/-57.6 psf. b. Test lab: Progressive Engineering, Inc., 58640 State Rd. 15, Goshen, Indiana 46526. Test reports referenced: ASTM E-330 for tests except for ASTM E-72 for,transverse load test. 1. ABTCO, Inc., Exterior Cladding Suction Test, 6/27/94. 2. ABTCO, Inc., Exterior Cladding Suction Test, 8/01194. 3. ABTCO, Inc., Exterior Cladding Suction Test, 6/28/94. 4. ABTCO, Inc., Transverse Load Test, Proline Double 5 Lap Siding 16" o.c. Studs., 10131196. 5. ABTCO, Inc., Exterior Cladding Suction Test, Proline Double 5 Lap Siding 24" o.c. Studs., 11/26/96. 6. ABTCO, Inc., Exterior Cladding Suction Test, Proline Double 5 Lap Siding 16" o.c. Studs., 11119/96. 7. ABTCO, Inc., Exterior Cladding Suction Test, Proline Double 5 Lap Siding 16" o.c. Studs., 11/01/96. 8. ABTCO, Inc., Exterior Cladding Suction Test, 8" Cedar Lap Siding 24" o.c. Studs., 12106/96. 9. ABTCO, Inc., Exterior Cladding Suction Test, 8" Cedar Lap Siding 16" o.c. Studs., 10/23/96, Revised on 11/06/96. 10. ABTCO, Inc., ABTCO Cedar -Lap Wall Panel Test, 8/02/94. 11. ABTCO, Inc., ABTCO Cedar -Lap Wall Panel Test, 8/04/94. P.O. Box 10039 313.857.9955 Tampa, FL 33679 Sheet 2 of 6 DO Kim & ASSOCIATES,LLC CONSULTING STRUCTURAL ENGINEERS c. Test lab: Stork Twin City Testing Corporation, 662 Cromwell Ave., Saint Paul, MN 55114. Test reports referenced: i. Report No. 30160 08-99292.04 (12/24/08) 1. Fourth Quarter 2008 Testing of Hardboard Siding Products, Manufacturer:04, prepared for Composite Panel Association. Testing conducted in accordance with ANA A135.6-2006, and ASTM D1037. d. NTA Inc., 257 East Randolph Street, Nappanee, Indiana 48550. Test reports referenced: i. Test Report: LP (Nq 123014-8 Issued April 28, 2015. 1. Uniform Load Tests per ICC-ES AC321, Secion 4.4. 2. Smartside Hardboard siding tested dry and wet. ii. Test Report: LP (NC)123014-10 Issued April 28, 2015. 1. Fastener Head Pull -Through Tests per ICC-ES AC321, Secion 4.6. 2. Smartside Hardboard siding tested dry and wet. 3. Calculations a. Standards referenced: i. ICC Evaluation Service, Inc. Acceptance Criteria for Treated -Engineered -Wood Siding, AC321, November 1, 2005 (strand substrate engineered wood products). ii. ANSI A135.6-2012 Engineered Wood Siding, June 5, 2012 standard (see Certificate of Standards Equivalency) has been utilized for performance calculations for fiber substrate engineered wood products. 4. LP Smartside Model Product Names a. LP Smartside is manufactured in Strand Substrate and Fiber Substrate. Previous product names of Architectural Collection and Foundations Collection models have been renamed SmartSide Siding (fiber substrate). Precision Series models have been renamed SmartSide Siding (strand substrate). i. Architectural Collection Cedar Shake Lap (fiber substrate) ii. Architectural Collection Bold Lap (fiber substrate) iii. Foundations and Architectural Collection Lap (fiber substrate) iv. Foundations and Architectural Collection Panel (fiber substrate) v. Precision Series Lap (strand substrate) vi. Precision Series Panel (strand substrate) P.O. Box 10039 813.857.9955 Tampa, FL 33679 Sheet 3 of 6 DO Kim & ASSOCIATES, LLC -00NSULTING-STR4CTORAL ENGINEERS 5. Installation Instructions a. Strand Substrate Models: Installation fastening requirements as outlined in the APA PR-N 124 and Joint Evaluation Report ESR-1301 documents have been reviewed and evaluated by Do Kim, P.E. based on comparative and/or rational analysis and has been determined to be in accordance to accepted engineering practice. Installation loads per APA PR-N124 and Joint Evaluation Report ESR-1301 shall be the minimum design pressures as determined in accordance to the FBC 6' Edition (FBC). b. Fiber Substrate Models: i. Installation fastening requirements as outlined in the ICC-ES Report ESR-3090 document have been reviewed and evaluated by Do Kim, P.E. based on comparative and/or rational analysis and has been determined to be in accordance to accepted engineering practice. Installation loads per ICC-ES Report ESR-3090 shall be the minimum design pressures as determined in accordance to the FBC 6`s Edition (FBC). P.O. Box 10039 813.857.9955 Tampa, FL 33679 Sheet 4 of 6 DO Kim & AssociA_TE_S_I LLC__ CCNSLJLTING STRUCTURAL ENGINEERS 6. Applicable FBC Sections a. Chapter 14 Exterior Walls i. Section 1404.3.2 Hardboard Siding ii. Section 1405.2 Weather Protection iii. Section 1405.5 Wood Veneers iv. Section 1405.17 Fastening. b. Chapter 16 Structural Design- i. Section 1604.3.1 Deflections ii. Section 1609.1 Applications iii. Section 1616.3.1 HVHZ Allowable Deflections c. Chapter 23 Wood i. Section 2304.6 Exterior Wall Sheathing ii. Section 2304.6.1 Wood Structural Panel Sheathing iii. Section 2315.1.11 7. Other a. Quality Assurance of LP SmartSide Strand Substrate products by APA - The Engineered Wood Association (FBC Organization #QUA2521) that manufacturer is within a quality assurance program for this product under Rule 61 G20-3. b. Quality Assurance of LP SmartSide Fiber Substrate products by Composite Panel Association (FBC Organization #QUA10765) that manufacturer is within a quality assurance program for this product under Rule 61 G20-3. P.O. Box 10039 813.857.9955 Tampa, FL 33679 Sheet 5 of 6 =---DD_Kim_&_ASSOCIAS-E5r-LLC--- — --- -- -- ----- CONSULTING STRUCTURAL ENGINEERS Limitations and Condition of Use 1. This product has been designed and tested in accordance to the Florida Building Code 6`s Edition (FBC). 2. No missile impact resistance testing has been conducted. 3. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document along with all components noted herein. 4. Use of. each product shall be in strict accordance with its Product Approval Evaluation Documents. 5. Fire-resistant construction: Wood structural panels that are not fire -treated have beenshown to meet a Class III (or C) category for flame spread. Where otherwise specified, fire-resistant construction shall be in accordance with the recommendations in APA Product Guide: Fire -Rated Systems, Form W305. 6. Deflection limits and allowable spans per Product Approval Evaluation Documents are in accordance to U120 in non-HVHZ per Chapter 16 Table 1604.3 deflection limits. Deflection limits and allowable spans per Product Approval Evaluation Documents are in accordance to L/180 in HVHZ per Chapter 16 Section 1616.3.1 deflection limits. 7. All supporting host structures shall be designed to resist all superimposed loads. 8. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage. P.O. Box 10039 813,857.9955 Tamns. Ff. 13679 Sheet 6 of 6 LP® SmartSide® Strand Substrate PR-N124.. Treated -Engineered -Wood Lap, .Panel, and Vertical Siding Louisiana -Pacific -corporation Revised September 29, 2017 Product: - LP& SmartSide® Strand Substrate Treated -Engineered -Wood Lap, Panel, and Vertical Siding Louisiana-Pacific Corporation, 414 Union Street, Suite 2000, Nashville, TN 37219 (800) 450-6106 www.locorp.com Basis of the product report: 2015, 2012 and 2009 International Building Code: Section 104.11 Alternative materials 2015, 2012 and 2009 International Residential Code: Section R104.11 Alternative materials ANSI/AWC SDPWS-2015 Special Design.Provisions for Wind and Seismic ASCE 7-10 and ASCE 7-05 Minimum Design Loads for Buildings and Other Structures [CC -ES Acceptance Criteria for Treated -Engineered -Wood Siding, AC321 • APA PRP-108 Performance Standards and Qualification Policy for Structural -Use Panels NES Evaluation Protocol for Determination of Flood -Resistance Properties of Building Elements APA Reports R&D 87Q-1, T870-45, T91Q-11, T91Q-20, T97Q-4, T97Q-10, T98Q-13, T98Q-17, T99Q-23, T2008Q-12, T2008P-73, T2008P-74, T2009Q54, T2011Q-59, T2012P-22, T2015Q-38, T2015Q-39, and T2017P-03, and other qualification data. 2. Product description: Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated -Engineered - Wood Lap, Panel, and Vertical Siding is overlaid with a resin treated paper and is available with either a smooth or embossed surface texture. The siding is treated with Zinc Borate for decay and insect resistance. The efficacy of the preservative treatment of the LP SmartSide siding is outside the scope of this report and the APA certification program. All edges are factory sealed with a primer. LP SmartSide lap siding is available in 3/8 and 7/16 Performance Categories, in nominal widths of 6, 7, 8, 9-1/2, and 12 inches and in lengths up to 16 feet The lap siding may be installed horizontally or vertically. LP SmartSide panel siding is available in 318, 7/16 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 7/16 and 19/32 Performance Category panels are available without grooves or with grooves spaced either 4 or 8 inches on center. Minimum thicknesses at the groove and shiplap are documented in the plant Quality Manual. LP SmartSide Vertical Siding is a narrow width panel siding and is available in 3/8 Performance Category, nominal width of 16 inches, and in 16 foot lengths. The vertical siding can only be installed vertically. 3. Design properties: Allowable racking shear values for LP SmartSide Strand Substrate panel siding are listed in Table 1. For 3/8 Performance Category panels nailed at shiplap edges, use 5/16 Performance Category shear values. For 7/16 and 19/32 Performance Category panel sidings nailed at shiplap edges, use 318 Performance Category shear values. Design wind © 2017 APA - The Engineered Wood Association 07-02 APA ProductReporte_PR-N1_24-- Revised September 29, 2017 Page 2 of 13 loads for LP SmertSide Strand Substrate lap and panel siding are listed in Tables 2 and 3, respectively. Design wind loads for LP SmartSide Strand Substrate lap siding when installed over the facer of structural insulated panels (SIPS) are listed in Table 4. Design wind loads for -LP SmartSide Strand Substrate Vertical Siding and lap siding applied vertically are listed in Table 5. 4. Product installation: LP SmartSide Strand Substrate Treated -Engineered -Wood Lap, Panel, and Vertical Siding shall be installed in accordance with recommendations provided by the manufacturer (www.11)com.com/products/siding/lo-smartside-trim-sidingf) and APA Engineered Wood Construction Guide, Form E30 (www.apawood.org/resource-library), as applicable. The maximum span shall be in accordance with the Span Rating shown in the trademark. The LP SmartSide Strand Substrate lap siding shall be permitted to be installed over the facer of structural insulated panels (SIPS) in accordance with Table 4. LP SmartSide lap siding, when installed vertically, shall be installed over a minimum 7/16 Performance Category wood structural panel sheathing meeting DOC PSI or DOC PS2 requirements, and shall be covered by a batten at the siding joint or shall be overlapped with another vertical lap siding in accordance with the recommendations provided by the manufacturer, as shown in Figures I through 4. Lap siding installed vertically can only span one floor plate -to -plate. Each vertical application shall not span beyond one floor to ceiling distance, or one floor to top of gable distance. LP SmartSide Vertical Siding shall be installed over a minimum 7/16 Performance Category wood structural sheathing meeting DOC PSI or DOC PS2 requirements, and shall be covered by a batten at the panel joint in accordance with the recommendations provided by the manufacturer, as shown In Figures 2, 5, and 6. Vertical Siding can only span one floor plate -to -plate. Each vertical application shall not span beyond one floor to ceiling distance, or one floor to top of gable distance. 5. Fire-resistant construction:' Wood structural panels that are not fire -retardant -treated have been shown to meet a Class III (or C) category for flame spread. Unless otherwise specified, fire-resistant construction shall be in accordance with the recommendations in APA Fire -Rated Systems, Form W305 (see link above). 6. Flood resistance evaluation: Selected properties critical to flood resistance of 318 and 7/16 Performance Category panel siding, including uniform loads, concentrated static loads, 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 Evaluation Protocol for Determination of Flood -Resistance Properties of Building Elements. Test results in the dry (as -received) condition and after moisture cycling in accordance with the NES protocol were compared to the requirements specified in [CC Evaluation Service ([CC -ES) Acceptance Criteria for Treated -Engineered -Wood Siding (AC321). 7. Limitations: a) LP SmartSide Strand Substrate Treated -Engineered -Wood Lap, Panel,,and Vertical Siding used outdoors must be finished in accordance with recommendations provided by the manufacturer (see link above) and APA Engineered Wood Construction Guide, Form E30 (see link above). b) The efficacy of the preservative treatment of the LP SmartSide siding is outside the scope of this report and the APA certification program. ©2017APA -The Engineered Wood Association 07-02 APA Product Report® PR-N124 c) LP SmartSide Strand Substrate Treated -Engineered -Wood panel siding is flood resistant on the properties listed in Section 6. This evaluation applies to 3/8 and 7116 Performance Category panel siding at a 16 o.c. Span Rating. d) LP SmartSide Strand Substrate Treated -Engineered -Wood Lap and Panel Siding is ' produced at Louisiana-Pacific Corporation facilities at Hayward, WI, Newberry, MI, Tomahawk, WI, Two Harbors, MN, and Swan Valley, Minitonas, MB, and LP SmartSide Strand Substrate Treated -Engineered -Wood Vertical Siding is produced at Louisiana- Pacific Corporation.facility at Tomahawk, Wl, under a quality assurance program audited by APA. e) This reportis subject to re-examination in one year. 8. Identification: LP SmartSide Strand Substrate Treated -Engineered -Wood Lap, Panel, and Vertical Siding described in this report is identified by a label bearing the manufacturer's name (Louisiana- Pacific Corporation) and/or trademark, the APA assigned plant number (357 for the Hayward plant, 416 for the Newberry plant, 435 for the Tomahawk plant, 399 for the Two Harbors plant, or 457 for the Swan Valley plant), the product Performance Category, the Span Rating, the Exposure Rating, the APA logo, the report number PR-N124, and a moans of identifying the date of manufacture. Figure 1. Lap siding installed vertically Figure 2. LP® SmartSide® Trim/Batten © 2017APA -The Engineered Wood Association 07-02 APA Product RepoO PR-N124 Figure 3. Lap siding attachment detail Figure S. Vertical Siding Figure 4. LP® SmartSide®TrimlBatten attachment detail Figure B. Vertical Siding attachment detail © 2017 APA - The Engineered Wood Association 07-02 APA Product Report® PR-N124 Revised September 29, 2017 Page 5 of 13 Table 1. Allowable Racking Shear (plo for LP SmartSlde Strand Substrate Treated -Engineered -Wood Panel Siding Shear Walls with Framing of Dou Ias-Fir-Larch or Southern Pine for Wind or Seismic Loadin (r 2.3) Min. Nail Panels Applied Directly to Framing Panels Applied Over Max. 5/8-inch Gypsum Sheathing Performance Category Penetration in Framing Nail Size Nail Spacing at Panef Edges Nall Size Nail Spacing at Panel Edges (inches) (common or (inches) (common or (inches) galvanized box)VA 6 4 3 4 .2() galvanized box)(•e) 6 4 3 20) 5/1SABI 1-1/4 ad 180 270 350 .450 6d 180 270 350 450 3/80-6) 200 300 390 510 200 300 390 510 3/8(s,6) 1-1/2 - 8d 220 320 410 530 1.Od 260 380 - 490(4) 640 7/16(5) 240 350 450 585 260 380 49001 640 19/32(6) 1-5/8 10d 340 510 a66(4) 870 - - - - - For SI: 1 Inch = 25.4 mm, 1 pif =14.6 N/m. 01 For framing of other species: (aj find specific gravity for species of lumber In the National Design Specification for Wood Construction (NDS); (b) find shear value from Table for nails size; (c) multiply value by 0.82 for species with specKc 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. (2) All panel edges must be backed with 24nch nominal or udder 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 318 and 7/.16 Performance Category panels installed on studs spaced 24Inches o.c. For other conditions and panel performance categories, space nails 12 Inches o.c. an intermediate supports. (3) For shear loads of normal or permanent load duration, the values in the Table shall be multiplied by 0.63 or 0.56, respectively. (4) Framing at panel edges must be 3Inches 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 1-618Inches are spaced 3 Inches or less, o.c. Exception: Unless otherwse required, 2-Inch nominal framing maybe used where full nailing surface Is available and nails are staggered. (5) Except as noted in Footnote 7, panel thickness at point of nailing at panel edges determines applicable shear values, except that 318 Performance Category panels nailed at shiplap edges use 5/16 Performance Category shear values, and 7116 and 19132 Performance Category panel sidings nailed at shiplap edges use 318 Performance Category shear values. (4> Shiplap edges must be double -nailed; one nail must be placed in the undedap and a second nail must be placed in the ovedap at the nail spacing specified for the applicable shear value. in 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. (4) Fastener dimensions are as specified in ASTM F 1667. 0 2017 APA - The Engineered Wood Association 07-02 APA Product Report° PR-N.124_ _ _-_ _ -- ------ — -- - Revised September 29, 2017 Page 6. of 13 Table 2a. Lao Sidina Installed Horizontally with 0.113" Nails— Max. Allowable Wind Speed, V"41) Performance Category Max. Stud SpacingR) (inches) Siding Width (inches) Max. Allowable Wind Pressure (psf) Max. Allowable Wind Speed V"m > (mph) Wind Exposure Cate o BC 1 0 3/8 16 6 80 170 150 1 140 7 80 1 170 150 1 140 B 74 170 145 130 9.5 61 150 130 120 12 1 47 130 110 105 16 6 80 170 150 140 7 80 170 150 140 8 74 170 146 130 9.5 65 150 130 125 12 47 130 110 105 7116 24 6 69 150 140 1 130 7 58 150 130 110 8 49 140 120 110 H-51 41 125 105 100 12 1 31 1 110 90 85. For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa, 1 mph = 0.447 m/s. (') one fastener for each stud located 3141nch from the tap edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. Fasteners shall be a hot dipped galvanized plain (smooth) stank nail, with a minimum shank diameter of 0.113 inch, and long enough to penetrate structural framing or woad structural panels and structural framing a minimum of 2 inches. Lap siding is not a bracing material. (2) Wall studs must have a minimum specific gravity of 0.42 m Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height In Zone 5 with smallest eBec6ve area in accordance with Chapter 6 of ASCE 7-05, Section R301.2.1 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 2009 IBC. Table 2b. Lap Siding Installed H zontally with 0.113" Nails— Max. Ultfmate Wind Speed, V rt0) Performance Category _ Max. Stud Spacing(z) (inches) Siding Width (inches) Max. Ultimate Wind Pressure s Max. Ultimate Wind Speed Vot(s) mph Wind Exposure Category B C D 3/8 16 6 133 2000l 180 180 7 133 20014) 180 180 8 123 200(4) 1 00 160 - 9.5 102 200(4) 160 150 12 79 180 150 140 16 6 133 200(4) 180 180 7 133 200(4) 180 180 8 123 20 4) 1 00 160 9.5 102 2000) 160 150 12 79 180 150 140 7116 24 6 115 200(4) 1 00 160 7 96 180 160 150 8 85 180 150 140 9.5 68- 160 140 130 12 52 140 120. 110 For SI: 1 inch = 26.4 mm, 1 psf = 47.88 Pa, 1 mph = 0.447 m/s. (n one fastener for each stud located 3/4 inch from the lop edge of the siding. Each successive course of lap siding must ovedap a minimum of 1 Inch. Fasteners shall be a hot dipped galvanized plain (smooth) shank pall, with a minimum shank diameter of 0.113 inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 Inches. Lap siding Is not a bracing material. (1) Wall 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-ft height in Zone 5 with smallest effective area In accordance with Chapter 26 of ASCE 7-10, Section R301.2.1 of the 2015 IRC, and Section 1609.1.1 of the 2012 and 2015 IBC. (4) Table R301.2(2) of the 2015 IRC is limited to a maximum ultimate design wind speed, V"i, of 180 mph. © 2017APA-The Engineered Wood Association 07-02 APA Product Report® PR-N124 Of 13 Table 2c. Lap Siding Installed Horzontally with 0.092" Nails— Max. Allowable Wind Speed, %41) Performance Category Max Stud Spacing(z) (inches) Siding Width (inches) Max Allowable Wind Pressure s Max. Allowable Wind Speed Vastl(s) (mph) Wind Exposure Catepory 8 C D 318 16 6 63 150 130 125 7 .52 145 120 110 8 45 130 110 105 9.5 37 120 100 90 12 28 105 90 16 6 63 150 130 125 7 52 145 120 110 8 45 130 110 105 9.5 37 120 100 90 12 28 105 90 - 7116 24 6 42 130 110 100 7 35 120 100 90 8 30 110 90 85 9.5 25 100 85 12 19 85 For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa, 1 mph = 0.447 m/s. )') One fastener for each stud located 314 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.092 inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 1.5 inches. Lap siding is not a bracing material. m Wall studs must have a minimum spedfic gravity of 0.42. (3) Three -second -gust; based on wind pressures acting toward and away from (wilding surfaces, at 30-ft height in Zone 6 with smallest effective area in accordance with Chapter 6 of ASCE 7-05, Section R301.2.1 of the 2099 and 2012 IRC, and Section 1609.1.1 of the 2009 IBC, Table 2d. Lap Siding Installed Horizontally with 0.092" Nails —Max Ultimate Wind Speed, V u(l) Performance Category Max. Stud Spacingm (inches) Siding Width (inches) Max Ultimate Wind Pressure s Max Ultimate Wind Speed Wits) (mph) Wind Exposure Cateciary B C D 318 18 6 104 2000) 160 160 7 87 180 160 140 8 75 160 140 130 9.5 61 150 130 120 12 47 140 115 7/16 16 6 104 200(4) 160 160, 7 87 180 160 140 •8 75 160 140 1 130 9.5 61 150 130 120 12 47 140 115 - 24 6 70 160 140 130 7 58 150 130 120 8 50 140 120 110 9.5 41 130 110 12 32 1 110 For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa, 1 mph = 0.447 mis. (') One fastener for each stud located 3141n6 from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.092 Inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 1.5 Inches. Lap siding Is not a bracing material. m Wag 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 30-11 height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10, Section R301.2.1 of the 2015 IRC, and Section 1609.1.1 of the 2012 and 2015 IBC. (4) Table R301.2(2) of the 2015 IRC Is limited to a maximum ultimate design wind speed, V,r,, of 180 mph. © 2017APA - The Engineered Wood Association 07-02 APA Product PR-N124 9,-2017`- 8of13 Table 3a. Panel Siding Installed Verticallv with 0.113' Nails — Max. Allowable Wind Speed, Va d Fastener Spacing(') Max Max. Allowable Wind Speed Performance Max. Stud inches o.c. Allowable Vasdrl) (mph) Wind Exposure Category Category Spacing1�1 Wind (inches) Edges Field Pressure S C D s 16 6 12 43 130 110 100 6 80 170 150 140 3/8 24 6 12 29 105 90 - 6 58 150 130 110 16 6 12 43 130 110 100 6 80 170 150 140 7i16 24 6 12 29 105 90 6 58 150 130 110 16 6 12 43 130 110 100 6 80 170 150 140 19/32 24 6 12 29 105 90 6 1 58 150 130 110 rU, o1. ;!I INI — 4u.Y 1111II, 1 I1s1 = vt.00 ra, 1 mpn = u.44( mis. f1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.113 inch, and long enough to penetrate structural framing orwood structural panels and structural framing a minimum oft inches. (1) Wall studs must have a minimum specific gravity of 0.42. (1) Threa-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height In Zone 5 with smallest effective area in accordancewith Chapter 6 of ASCE 7-05, Section R301.2.1 of the 2009 and 2012 IRC, and Section 1609A.1 of the200918C. Tahle 3h. Panel Ridinn Incfallorf lrerfinnily wifh n 11 T' nraac — ss— r us:..,.,l.. Intl—. O--- J .. Fastener Spacing(') Max. Max. Ultimate Wind Speed uLL Performance Max. Stud inches O.C. Ultimate Wap> (mph) Wind E osure Cat ory Category SpacingV) Wind (inches) Edges Field Pressure (psfi B C D 16 8 12 72 160 140 130 6 133 200(4) 880 180 3/8 24 6 12 48 140 115 - 6 96 180 160 150 16 6 12 72 1 00 440 130 6 133 200(4) 180 180 7/16 24 6 12 48 1 140 115 - 6 96 180 160 150 18 8 12 72 160 140 130 6 133 200(4) 880 180 19i32 24 6 12 48 140 115 6 96 180 '160 150 I uI J1. I ltu, — ca." unu, , tjbj — of .00 ra, 1 mph = u.44t mis. 113 Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.113 Inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches (2) Wall studs must have a minimum specific gravity of 0.42. (3) Three -second -gust based on wind, pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effective area In accoidance with Chapter 28 of ASCE 7-10, Section R301.2.1 of the 2016 IRC, and Section 1609.1.1 of the 2012 and 2015 IBC. (4) Table R301.2(2) of the 2015 IRC is limited to a maximum ultimate design wind speed, Vw„ of 180 mph. ©2017APA- The Engineered WoodAssociation '' 07-02 APA Product Report® PR-N124 Revised Page 29, 2017 — — — — — Page 9 of 13 Table 3c, Panel Siding Installed Vertically with 0.092" Nails — Max. Allowable Wind Speed, Fastener Spacing(l) Max.Max Allowable Wind Speed, Performance Max Stud inches o.c.Vasbtsi Allowable m h Wind Exposure Cat ory Category Spacingm Wind B C D (inches) Edges Field Pressure 16 6 12 26 100 85 6 52 145 120 110 318 24 6 12 17 85 - - 6 35 120 100 90 16 6 12 26 100 85 - 6 52 145 120 110 7/16 24 6 12 17 85 - 6 35 120 100 90 16 6 12 1 26 100 85 16 52 145 120 110 19132 24 6 12 1 17 85 6 1 35 120 100 90 rOr Si: l incn = 20.4 ram, 1 pst = 47.88 Pa, 1 mph = 0.447 mis. or Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.092 Inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 1.5 inches. Configuration cannot be used for lateral bracing due to nail size. ar Wall studs must have a minimum specific gravity of 0.42. m Three -second -gust based on wind pressures acting toward and away from building surfaces, at 30-fl height In Zone 5 with smallest effective 'area in accordance with Chapter 6 of ASCE 7-05, Section R301.2.1 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 20091BC., Table 3d. Panel Siding installed Vertically with 0.092" Nails— Max Ultimate Wind Speed V Fastener Spacing(l) Max , ua Max Ultimate Wind Speed Performance Max. Stud inches o.c. Ultimate Wills) imph Wind Exposure Cateqory Category Wind inches (inches) Edges Field Pressure s B C D 16 6 12 44 130 110 - 6 87 180 160 140 3/8 24 6 12 29 - _ _ 6 58 150 130 120 16 6 12 44 130 110 - 6 87 180 160 140 7/16 24 6 12 29 6 58 150 1 130 120 16 6 12 44 130 110 - 6 87 100 160 140 19/32 24 6 12 29 6 58 150 1 130 1 00 For Sl: 1 inch = 25.4 mm. 1 psf = 47.88 Pa, 1 mph = 0.447 in 01 Fasteners shall be a hot dipped galvanized plain (smooth) shank nail, with a minimum shank diameter of 0.092 Inch. and long enough to penetrate structural framing orwood structural panels and structural framing a minimum of 1.5 inches. Configuration cannot be used for lateral bracing due to nail size. a1 Wall 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-fit height In Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10, Section R301.2.1 of the 20151RC, and Section 1609.1.1 of the 2012 and 20161BC. ' l4r Table R301.2(2) of the 2015 IRC is limited to a maximum ultimate design wind speed, Vuu of 180 mph. n 2017 APA - The Engineered Wood Association 07-02 APA Product Report"' PR-N124 — - - — -Revised-September29 2017- - — -- Page 10 of 13 Table 4a. Lap Siding Installed Hodzontallv to SIPS(') - Max. Allowable Wind Speed. Va.N() Performance Category .Max. Ring Shank Nail Spacing() (inches) Max. Wood Screw Spacing() (inches) Siding (inches) Max. Allowable Wind Pressure (pso Max. Allowable Wind Speed Vasd(l) (mph) Wind Exposure Category B C D 318 8 12 6 80 170 150 14O 7 72 170' 145 . 130 8 63 150 130 125 9.5 54 145 125 110 12 40 125 105 90 7116 12 16 6 58 150 130 120 7 50 140 120 110 8 42 130 110 100 9.5 36 120 100 90 12 27 105 85 For 6 '1 inch = Zb.4 min, 1 psr= 4/.66 He, 1 mph = U.44/ m/a. u) The facer of the structural insulated panels (SIPS) shall be 7/16 Performance Category or thicker OSB sheathing meeting DOC P82 requirements. n> The tabulated values represent the capacity of the LP Lap Siding installed In accordance with the requirements of this Table. The tabulated wind speed shall not exceed the SIP capacity for wind load resistance. (s) One ring shank fastener located 3/4 Inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. Fasteners shall be a hot dipped galvanized ring shank nail, with a minimum shank diameter of 0.092 Inch Length shall be long enough to fully penetrate -wood structural facer panel. p) One #8 wood screw located 314 inch from the top edge of the siding may be used. The woad screws must have a minimum shank diameter of 0.164 Inch. Length shall be long enough to fully penetrate wood structural facer panel. ts) Three -second -gust based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zane 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05, Section R301.2.1 of the 2009 and 2012 IRC, and.Section 1609.1.1 of the 2009 IBC. Table 4b. Lap Sidinq Installed Horizontally to SIPs(t)- Max. Ultimate Wind Snored. W.(z) Performance Category Max. Ring Shank Nail Spacing() (inches) Max. Wood Screw Spacing(4) (inches) Siding (inches) Max Ultimate Wind Pressure (pso Max. Ultiimate Wind Speed Vw) (mph) Winddth osure Category 8 C D 3/8 8 12 6 133 200(w I 180 - I —Tab 7 119 20016) 160 160 8 105 200(a) 160 160 9.5 90 180 160 150 12 67 160 140 120 7116 12 16 . 6 97 200(6) 160 150 7 79 180 150 140 8 70 160 140 130 9.5 60 150 130 120 12 45 130 115 ui aic i n)uii = 25.4 mm, -I psr = 4r.88 Pa, 1 mpn = U.44r m/e. (a The facer of the structural insulated panels (SIPS) shall be 7/16 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements. rz) The tabulated values represent the capacity of the LP Lap Siding installed In accordance with the requlrembnts of this table. The tabulated wind speed shall not exceed the SIP capacity for wind load resistance. (3) one ring shank fastener located 3/41nch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. Fasteners shall be a hot dipped galvanized ring shank nail, with a minimum shank diameter of 0.092 Inch. Length shall be long enough to fully penetrate wood structural facer panel. (a One #8 wood screw located 3/41nch from the top edge of the siding may be used. The wood screws must have a minimum shank diameter of 0.164Inch. Length shall be long enough to fully penetrate wood structural facer panel. (5) Threesecondyust; based on wind pressures acting toward and away from building surfaces, at 30-ft height In Zane 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10, Section R301.2.1 of the 2015 IRC, and Section 1609.1.1 of the 2012 and 2016 ISO. 16) Table R301.2(2) of the 2015 IRC is limited to a maximum ultimate design wind speed, Vas, of 180 mph. 2017APA -The Engineered Wood Association 07-02 APA Product Report® PR-N124 _ — -- -- - —Revised-September 29, 2017 - Page 11 of 13 Table 5a. Vertical Si !no or La Siding Installed Vertically — Max. Allowable Wind Speed, Va41) Fastener Mom- Max. Allowable Wind Speed, Vow(G) Pert Siding Siding Edge Allowable (mph) Wind osure Cate o ry Category Type Width Spacing Wind B C D (inches) (inches o.c.) pressure . s Vertical Siding 160) .6(4) 80 170 150 140 318 La 61s) 72 170 145 130 62 150 130 120 Siding7(s) 8ts) 54 145 125 110 Installed 121s1 9.513) 46 130 110 105 Vertically 1211 36 120 100 90 Lap 613) 72 170 145 130 70) 62 150 130 120 Siding 8)3) 54 145 125 110 7/16 Installed 12(s) 9.5 48 130 110 105 Vertically 1213) 36 120 100 1 90 rui ai. i niut-45A Ire it, I psi =4L.86 Pa, -1 mpn =u.44r mis. 0) Siding shall be installed over 7/16 Performance Category or thicker wood structural Panel sheathing meeting DOC PSI or DOC PS2 requirements. m Vertical Siding installed In accordance with Figures 2, 5; and 6. n) Lap Siding Installed vertically in accordance with Figure 1 through 4. (4) Fasteners must be ring shank nails with a minimum shank diameter of 0.092 inch. Length shall be long enough to fully penetrate wood structural panel wall sheathing. Fasteners must be spaced a maximum of 6 inches o,c, along the siding perimeter in accordance with Figures 5 and 6. (5) Fasteners must be zing shank nails with a minimum shank diameter of 0.092 Inch. Length shall be long enough to fully penetrate wood structural panel wall sheathing. Fasteners must be spaced a maximum of 12 Inches o.c. along alternating edges of the length of the trim/batten in accordance with Figures 1 and 4. Is) Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effec0ve area In accordance with Chapter 6 of ASCE 7-05, Section R301.2.1 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 20091BC. © 2017 APA-The•Engineered Woad Association 07-02 APA Product Report® PR-N124— Revised-September 29, 2017 Page 12 of 13 Table 5b. Vertical Siding or Lap Siding Installed Vertically - Max. Ultimate Wind Speed, Valt(l) Fastener Max. Max. Ultimate Wind Speed, Pert. Siding Siding Edge Ultimate Vulda> (mph) Wind Exposure Cat cry CatQgory Type Width Spacing Wind B C D (inches) (Inches o.c.) Pressure s Vertical 16(2) 60) 133 200 180 180 Siding 6(3) 120 200 180 160 318 Lap Siding 713) 103 200 160 160 BL s 90 180 160 150 Installed 12fs) 9.5t) 76 I60 150 130 Vertically 12(3) 60 1 150 IN 120 6(3) 120 200 180 160 Lap 7)3) 103 200 I60 160 7116 Sidin g Installed 121s1 8)3) 90 - 180 160 150 95)3) 76 160 150 130 Vertically 12(3) 60 150 130 1 120 Fnr CI• 1 )nrh = 25 d mm 1 nef = d7 AA Pn 1 mnh = n dd7 mle t') Siding shall be Installed over 7116 Performance Category or thicker mod structural panel sheathing meeting DOC PSI or DOC P82 requirements. a) Vertical Siding installed In accordance with Figures 2, 5, and 6. (3) Lap Siding Installed vertically in accordance with Figure 1 through 4. (*) Fasteners must be ring shank nails with a minimum shank diameter of 0.092 Inch. Length shall -be long enough to fully penetrate wood stmctuml panel wall sheathing. Fasteners must be spaced a maximum of 6 inches o.c. along the siding perimeter In accordance with Figures 2, 5, and 6. to Fasteners must be ring shank nails with a minimum shank diameter of 0.092Inch. Length shall be long enough to fully penetrate wood structural panel wall sheathing. Fasteners must be spaced a maximum of 12 inches mc. along alternating edges of the length of the batten in accordance with Figures 1 and 4. (6) Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effective area In accordance with Chapter 26 of ASCE 7-10. Section R301-2.1 of the 20151RC, and Section 1609.1.1 of the 2012 and 2015ISO. ©2017APA-The Engineered Wood Association 07-02 APA Product Report° PR-N124 __ — --- -- --Revised-September 29, 2017-- — Page 13 of 13 APA — The Engineered Wood Association is an approved national standards developer accredited by American Natipnel Standards Institute (ANSI). APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products. APA Is an accredited certification body under ISO/IEC 17065 by Standards Council of Canada (SCC), an accredited Inspection agency under ISO/IEC 17020 by International Code Council 2(ICC) International Accreditatlon Service OAS), and an accredited testing organization under 01fEC 17025 by IAS. APA Is also an approved Product Certification Agency, Testing Laboratory, Quality Assurance Entity, and Validation Entity by the Slate of Florida, and an approved testing laboratory by City of Los Angeles. APA — THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS 7011 So. 19' St. • Tacoma, Washington 98456 Phone: (253) 565-6600 • Fax (253) 585-7265 • Internet Address: www aoavmod om PRODUCT SUPPORT HELP DESK (253) 620-7400 • E-mallAddress: help@apavmod.org DISCLAIMER APA Product Report- Is a trademark of APA — The Engineered Wood Assoclaffon, Tacoma, Washington. The Information contained herein is based on the product evaluation in accordance with the references noted In this reportNeither APA, nor its members make any warranty, expressed or implled,.or assume any legal liability or responsibility forthe use, application of, and/or reference to opinions, findings, conclusions, or recommendations Included In this report. Consult Your local Jurisdiction or design professional to assure compliance with code, construclion, and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility for product performance or designs as actually constructed. Cc 2017 APA - The Engineered Wood Association 07-02 DIVISION: 06 00.00 Q=---' �S LAND'COMPOSITES 100 00—THERMAL AND MOI SECTION: 07 46 23—WOOD STRAND SUBSTRATE Look for the trusted marks of Conformityl "2014 Recipient of Prestigious Western States Seismic Pallcy Council (WSSPC) Award in Excellence" A Subsidiary of 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. There is no warranty by ICC Evaluation Service, LLC, express or Implied as to arty finding or other matter in this report, or as to any product covered by the report. Copyrighe £0171CC Evaluation Service, LLC and APA—The Engineered Wood Association. All rights reserved. Joint Evaluation Report ESR-1301 Reissued February 2016 Revised 'July 18, 2017 This report is subject to renewal February 2018. www.icc-es.orci 1 (800) 423-6587 i (662) 699-0543 A Subsidiary of the international Code Council® DIVISION: 06 00 OD —WOOD, PLASTICS AND COMPOSITES Section: 0616 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 0746 23—Wood Siding REPORT HOLDER: LOUISIANA-PACIFIC CORPORATION 414 UNION STREET, SUITE 2000 NASHVILLE, TENNESSEE 37219 (888) 820-0328 www.LPeorp.com marketina.centeridlncoro.com EVALUATION SUBJECT: LP SMARTSIDE® STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDO STRAND SUBSTRATE PANEL SIDING 1.0 EVALUATIONSCOPE Compliance with the following codes: a 2015, 2012, 2009, 2006, and 2003 International Building Codes (IBC) r 2015, 2012, 2009, 2006, and 2003 International Resklenfial Code® (IRC) Properties evaluated: ■ Exterior siding ■ Structural 2.0 USES LP SmartSide® Strand Substrate Lap Siding and LP SmartSide® Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted. LP SmartSide® Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood -framed walls as specified in the 200612009/2012 IBC Section 2308.9.3 and IRC Section R602.10, or the WSP method as specified in the 2015 IBC Section 2308.6 and IRC Section R602.10. LP SmartSide® Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood -based sheathing in accordance with 2003/2006 IBC Section 2306.4.1, and 20091201212015 IBC Section 2306,a 3.0 DESCRIPTION 3.1 General: LP SmartSide® Strand Substrate Lap Siding and LP SmartSide® Strand Substrate Panel Siding are engineered - wood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity, when fastened to vertical supports or approved nailable wood substrates In accordance with their span ratings and this evaluation report. The lap siding and panel siding products consist of a mat -formed wood substrate preservatively treated with zinc borate in accordance with AWPA Standard T1, and a resin -impregnated overlay material bonded to the face of thd lap and panel siding products Intended to be exposed to the weather. Additionally, all panel and lap siding edges are factory - sealed with a sealer in accordance with the approved quality -control manuaL 3.2 LP SmartSide® Strand Substrate Lap Siding: LP SmartSide® Strand Substrate Lap Siding is available in widths of 6, 8 and 12 Inches (152, 203 and 305 mm); categories 3/e and 7/te; and lengths of 12 to 16 feet (3658 to 4877 mm). The 8-Inch-vide. (203 mm), 7/16 category lap siding is also available with an optional self -alignment edge. 3.3 LP SmartSide® Strand Substrate Panel Siding: LP SmartSide® Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4, 6, 7, 8, 9 or 10 feet (1219, 18294 2134, 2438, 2743 or 3048 mm) in length. LP SmartSide Strand Substrate Panel Siding Is available in 3/e, 7/1e, and 19/32 - categories. The 3/9 category panel has grooves spaced at 8 inches (203 mm), with a minimum thickness at the grooves of 0.164 Inch (4 mm) and a minimum thickness at the shiplap of 0.136 inch (4 mm). - The The category panel has grooves spaced at 4 or 8 inches (102 or 203 mm), with a minimum thickness at the grooves of 0.235 Inch (6 mm) and a minimum thickness at the shiplap of 0.150 inch (4 mm). The 19/3z category panel has _grooves spacedat 4 or 8 Inches (102 or 203 mm), with a minimum thickness at the grooves of 0.311 Inch (8 mm) and a minimum shiplap thickness of 0.194 inch (5 mm). LP SmartSide® Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding —Sheathing. The classification Is noted in the label on the panel. Exterior Rated Siding is intended to be installed in applications In accordance with the 200612009/2W2 IBC Section 2308.9.3*and IRC Section Copyright 020171CC Evaluaton service, LLC. All rights reserved. Page 1 of 7 ESR-1301 I Most Widely Accepted aria. .;ted d' _ Page 2 of 7 R602.10 or 2015 IBC Section 2308.6 and 2015 IRC construction specified _in the code_ for prescriptive------- _ Secf on-R60210-as_an-exterior-siding-suitable for -long= — construction. 1ristall per code requirements for bracing term exposure to weather or conditions of similar severity. method 3 with wood structural panels or WSP bracing In addition to the intended application for Exterior method. Rated Siding, Exterior Rated Siding —Sheathing is intended to be installed in applications in accordance with 2003/2006 IBC Section 2306.4.1, and 2009/201212015IBC Section 2306.3. 4.0 INSTALLATION 4.1 General: LP SmartSide® Strand Substrate Lap Siding and LP SmartSide® Strand Substrate Panel Siding must be installed in accordance with the manufacturer's published installation instructions (8tied 'Application Instructions LP SmartSide® Strand Substrate Lap LP SmartSide® Strand Substrate Panel Siding) and this report In the event of conflicts, this report governs. A copy of the manufacturers installation instructions must be on the jobsite at all times during installation. LP SmartSide® Strand Substrate Lap Siding and LP SmartSide® Strand Substrate Panel Siding must be Installed with an approved water -resistive barrier as required by the applicable code. Openings In, penetrations through, and terminations of the LP SmartSide® Strand Substrate Lap Siding and LP SmartSide® Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code. Unless otherwise noted in this report, fasteners and fastener spacing must be as noted in the applicable code, 4.2 LP SmartSide® Strand Substrate Lap Siding: LP SmartSide® Strand Substrate Lap Siding must be attached ta' framing members spaced a maximum of 16 inches (406 mm) on center for 'Is category siding and a maximum of 24 inches (610 mm) on center for'/1s category siding. Self -aligning LP SmartSide® Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSide® Strand Substrate Lap Siding, 112 inch (13 mm) down from the upper edge. Each successive course of lap siding must rest on the back rabbet and must self -align at an ovedap of" /re inch (21 mm). g Nails must be of sufficient length to penetrate a minimum of 11/2 inches (38 mm) through the sheathing and into framing at each stud location. 4.3. LP SmartSide® Strand Substrate Panel Siding: lP SmartSide® Strand Substrate Panel Siding must be installed with its long dimension oriented vertically. When LP SmartSide® Strand Substrate Panel Siding is applied directly to the framing, the maximum spacing of the framing must be consistent with the'span rating of the LP SmartSide® Strand Substrate Panel Siding, which is identified on the panel's label. Allowable loads for shearwalls sheathed with LP SmartSidee Strand Substrate Panel Siding —Sheathing are noted in Table 1. Four-foot-by-8-fcot (1219 mm by 2438 mm) LP SmartSide® Strand Substrate Panel Siding —Sheathing installed vertically, directly to framing, with a single row of nails penetrating both laps, spaced 6 inches on center at panel edges and 12 Inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame All LP SmartSide Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt, approved caulking, flashing, dr vertical or horizontal shiplap, or otherwise made waterproof. 4.4 Component and Cladding Wind Pressure Capacity: Maximum allowable component and cladding wind loads (wall, zone 5) for LP SmartSide Strand Substrate Lap Siding and LP SmartSide® Strand Substrate Panel Siding based on a minimum fastener schedule, are provided in Tables 2 through 5. Tables 2 and 3, for lap and panel siding, respectively, are based on full fastener penetration into the wall studs, i.e., fastener penetration = fastener length - siding thickness. Tables 4 and 5, for lap and panel siding, respectively, are based on a minimum fastener penetration into the wall studs of 1 r/2 inches. 5.0 CONDITIONS OF USE The LP SmartSldeo Strand Substrate Lap Siding and LP SmartSide® Strand Substrate Panel Siding described in 'this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 LP SmartSide® Strand Substrate Lap Siding must not be used to satisfy the bracing requirements speed. in the code. 6.2 LP SmartSide® Strand Substrate Panel Siding — Sheathing, when installed as set forth in this report, may be used as method 3 bracing specified in Section 2308.9 of the IBC and Section R602.10 of the IRC, or. the WSP method as specified in 2015 IBC Section 2308.6 and IRC Section R602.10. 5.3 In areas where seismic analysis is required by the applicable code, the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements, restrictions concerning certain usages, required modifications to the allowable shear loads tabulated In this report, and additional inspection requirements, 5.4 LP SmartSide® Strand Substrate Lap Siding and LP SmartSide® Strand Substrate Panel Siding must not be installed in contact with concrete or masonry. 5.5 LP Smartideo Strand Substrate Lap Siding and LP SmartSideP Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance -from finished grade. 5.6 When field cuts are made to LP SmartSide® Strand Substrate Lap Siding and LP SmartSide® Strand Substrate Panel Siding, all exposed surfaces must be finished according to the paint or cadidsealant manufacturers' specifications, 5.7 LP SmartSide® Strand Substrate Lap Siding and LP SmartSide® Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward, Wisconsin (Mill No. 357);' Newberry, Michigan (Mill No. 416); Tomahawk, Wisconsin (Mill No. 435); Two Harbors, Minnesota (Mill No. 399); and Swan Valley, Minflonas, Manitoba, Canada (Mill No. 457); under a quality -control program with inspections by ICC-ES. ESR-1301 I Most Widely Accepted ana Imsted Page 3 of 7 6.0 EVIDENCE SUBMITTED_ - Data in accordance with the [CC -ES Acceptance Criteria for Treated -engineered -woad Siding (AC321), dated October 2005 (editorially revised December 2015). 7.0 IDENTIFICATION LP SmartSidee Strand Substrate Lap Siding and LP SmartSide Strand Substrate Panel Siding must be labeled with the product designation and the name of Louisiana- Pacific Corp. The stamp shalt provide thefollowing information: -1._ Mill- number_ 2. The evaluation report number (ESR-1301). 3. Grade/exposure. 4. Span rating. 5. Performance category (based on customary inch fractions). TABLE 1—ALLOWABLE RACKING SHEAR (pit) FOR LP SMARTSIDEa STRAND SUBSTRATE PANEL SIDING —SHEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING''''S PERFORMANCE MINIMUM PANELS APPLIED DIRECTLY TO FRAMING CATEGORY NAIL PENETRATION IN FRAMING (inches) Nail Size (Common or Nail Spacing of Panel Edges Galvanized (inches) Box) 6 4 3 2' 5116as 1i/ f 6d 180 270 350 450 'les,z 200 300 390 510 3155,5 1'1a ad 220 320 410 530 r/165 240 350 450 585 191,5 isle 10d 340 510 665' 870 For Sk 1Inch =25.4 ram,1 pif=14.6 N/m. 'For 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 tgravify less than 0.42 , All panel edges must be backed with 24nch nominal a 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 31s category and rile 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. 'The values are for short-term loads due to wind or earthquake (1330/6 Increase) and must be reduced by 25 percent for normal duration of loading. 4Framing 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 is/e inches are spaced 3 inches, or less, o.o. Exception: Unless otherwise required, 2-inch nominal framing may be used where full nailing surface Is available and nails are staggered. ' 'Except as noted in Footnote 7, panel thickness zt point of nailing at panel edtges determines applicable shear values, except that 'Is category panels nailed at shiplap edges use shear values for 5/re category panels, and 'ha and % category panel sidings nailed at shiplap edges use shearvalues for '/e Category panels. SShiplap edges must be double -nailed; we nail must be placed in the undedop and a second nail must be placed -in the ovedap at the nail spacing specified for the applicable shear, value. 7Fasteners must not be Installed in panel siding grooves in the field of the panel siding or when the panel siding grooves =ur at mi edges of the panel siding. TABLE 2a—LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED, v4,a,' PERFORMANCE CATEGORY ' MAXIMUM WALL STUDSPACINW (inches) SIDING WIDTH (inches) MAXIMUM ALLOWABLE WIND PRESSURE (pso MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED, V4 4 (mph) Wind Exposure Category B C p 3/e 16 6 80 170 150 140 6 79 170 150 140 12 50 140 120 110 /16 • 16 6 80 170 150 140 8 76 170 150 130 12 49 140 120 110 24 6 71 170 146 130 8 51 155 120 110 12 32 110 1 90 90 For St.- 1 inch = 25.4 mm, 1 psf = 47.ea PA 1 mph = 1.6 kph. 'One fastener per stud located 3/4 Inch from the tap edge of the siding. Each successive course of lap siding must overlap a minimum or 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 (ad box nail). 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. 'Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-feet height in Zone 5 with smallest eftemve 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 �.:_`tusted Page 4of7 TABLE 2b—LAP SIDING -MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN_WIND-SPEED,_V„d''� _-- - — — - PERFORMANCE CATEGORY MAXIMUM WALL STUDSPACING' (inches) SIDING WIDTH (inches) MAXIMUM ULTIMATEWIND PRESSURE (psf) MAXIMUM ULTIMATE DESIGN WIND SPEED, V„a (mph) Wind Exposure Category B C D '/a 16 6 133 200 180 180 8 131 200 180 180 12 83 180 150 140 r/16 18 6 133 200 180 180 8 127 200 180 160 12 61 180 160 140 24 6 119 200 160 160 8 85 180 150 140 12 54 140 120 115 For SI: 1 Inch'= 26A mm, 1 psf = 47.88 Pa, 1 mph =1.6 kph. 'One fastener per stud located 3/4 inch from the tap 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 (ad box nall). 'Tabulated values assume tull penetration of the fastener Into the wall studs, i.e., fastener penetration =fastener length -siding thickness. Wa[l studs must have a minimum specific gravity of 0.42. Three -second -gust; based on wind pressures acting,tuward and away from building surfaces, at 30-feet height In Zone 6 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1:1 of the 201212015 IBC. TABLE 3a—PANEL SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED, V„d' PERFORMANCE MAXIMUM WALL FASTENER SPACING' MAXIMUM MAXIMUM NOMINAL CATEGORY STUD SPACING; (inches o.c.) ALLOWABLE WIND (ALLOWABLE) WIND SPEED, (inches) PRESSURE (psf) V„a' (mph) Edges Feld Wind Exposure Category _____T C D 16 6 12 46 130 110 105 6 80 770 150 140 'ls 24 6 12 31 110 90 85_ 6 61 150 130 120 ' 16 6 12 45 130 110 105 6 80 170 150 140 7/16 24 6 12 30 110 90 85 6 59 150 130 120 16 6 12 41 130 110 100 6 80 170 150 140 19/ z 24 6 12 27 105 90 - 8 55 150 125 110 ' For Sh 1Inch =25.4 in m.1 pet =47.88 Pa, 1 mph =1.6 kph. 'Tabulated values assumefull 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 2009/20121RC, and Section 1609.1.1 of the 2009 IBC. ESR-1301 I Most Widely Accepted :G -'rusted Page 5 of 7 TABLE 3b—PANEL SIDING • MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED, V„ x1 PERFORMANCE CATEGORY MAXIMUM WALL STUD SPACING' FASTENER SPACING' (Inches o.c.) MAXIMUM ULTIMATE WIND PRESSURE MAXIMUM ULTIMATE DESIGN WIND SPEED, V„Q' (mph) (inches) (Psq Edges Field Wind Exposure Category 13 T C D '!a 16 6 12 77 160 150 130 B 133 200 180 180 24 6 12 51 140 120 110 6 102 200 160 150 rl's 16 ' 6 12 74 160 140 130 6 133 200 180 180 24 6 12 50 140 120 110 6 99 200 160 150 19/33 16 6 12 69 160 140 130 8 133 2( 0 180 180 24 6 12 46 130 6 92 180 160 150 For Sk 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, 'Fastener must have a minimum head diameter of 0297 Inch, a minimum shaft diameter of 0.113 inch and a minimum length of 2.6 Inches S8d box nai)• 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 Becton 1609.1.1 of the 201212015 IBC. TABLE 4a—LAP SIDING -MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED, V,.a1'x PERFORMANCE CATEGORY MAXIMUM WALL STUD SPACING' (inches) SIDING WIDTH (inches) MAXIMUM ALLOWABLE WIND PRESSURE (psf) MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED, V„e (mph) Wind Exposure Category B. C D 31e 16 6 78 170 150 1S0 8 56 1,90 125 110 12 35 120 100 90 rile 16 6 78 170 150 130 8 66 150 125 110 12 35 120 100 90 24 6 52 145 120 110 8 37 120 100 g0 12 24 90 For SI: 1 Inch - 25.4 mm, 1 pat = 47.88 Pa, 1 mph =1.6 kph. 'One fastener per stud located 314 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 nag). 'Tabulated values assume a fastener penetration of *2 inches Into thewall studs. °Wall 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 200912012 IRC, and Section 1609.1.1 of the 2009 IBC. ESF4301 I Most Widely Accepted,.. .lusted Page 6of7 TABLE 4b—LAP SIDING -MAXIMUM ULTIMATE -COMPONENT AND CLADDING DESIGN WIND SPEED,_V„m!' — — — PERFORMANCE CATEGORY MAXIMUM WALL STUDSPACING3 (inches) SIDING WIDTH (inches) MAXIMUM ULTIMATEWIND PRESSURE (Pat) MAXIMUM ULTIMATE DESIGN WIND SPEED, V„e"(mph) Wind Exposure Category B C p 3/e 16 6 130 200 180 180 8 93 180 160 150 12 59 150 130 120 7/t6 16 6 130 200 180 180 8 93 180 160 150 12 59 150 130 120 24 6 86 180 160 140 8 62 160 130 120 12 39 120 - rm m: uuur = 26.9 jnm, -I psi = 4[.86 Ya, 1 mpn = l.O Kptl, 'One fastener per stud located 34 Inch from the top edge -of the siding. Each successive course of lap siding must overlap a minimum of 1 inch. Fastener most have a minimum head diameter of 0297 Inch, a minimum shaft diameter of 0.113 Inch and a minimum length of 2.5 inches (6d box nail). 'Tabulated values assume a fastener penetration of *2 inches Into thewall studs. 'Wall studs must have a minimum specific gravity of 0.42. - ihree-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 201212015 IBC. TABLE 5a—PANEL SIDING -MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WINO SPEED. V-. ' PERFORMANCE CATEGORY MAXIMUM WALL STUDSPACING2 (inches) FASTENERBPACINW (inches o.c.) MAXIMUM ALLOWABLEWINO PRESSURE (psf) MAXIMUM NOMINAL (ALLOWABLE)WI NO SPEED, V„� (mph) Edges Field Wind Exposure Category B C D 3/e 16 .6 12 32 110 90 90 6 65 150 130 125 24 6 12 22 90 _ 6 43 130 110 100 7/16 16 6 12 32 110 90 90 6 65. 150 130 125 . 24 6 12 22 90 - _ 6 43 130 110 100 12132 t6 6 12 32 110 90 90 6 65 150 130 125 c.,. m. 7 u...r, _ 24 6 12 22 90 8 43 130 110 100 . �. �.. nw•—�...+unn, you-47.00 ra, 1mpn=1m Kpn. 'Tabulated values assume a fastener penetration of 112 inches into the wall studs. 2Wati studs must have a minimum specific gravity of o.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 S8d boxnall). 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 ofASCE 7-05, Section R3012 of the 2009120121RC, and Section 1609.1.1 of the 20091BC. ' ES7R-1301 I Most Widely Accepted.-,_ trrusted Page 7 of 7 TABLE Sb—PANEL SIDING -MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED, ., PERFORMANCE MAXIMUM WALL FASTENER SPACING' MAXIMUM ULTIMATE MAXIMUM.uLTIMATEDESIGN CATEGORY STUD SPACING' . (Inches o.o.) WIND PRESSURE WIND SPEED, V„n° (mph) (inches) (psi Edges Field Wind Exposure Category B C D 12 . 54 140 120 115 16 6 fi 108 200 160 160 'ls 12 36 120 - - 24 6 6 72 160' 140 130 12 54 140 120 115 18 6 6 108 200 160 160 r tt6 12 36 120 - - 24 6 6 72 160 140 130 16 6 12 54 140 120 115 6 108 200 160 160 191. 24 6 12 36 120 - - 6 72 160 140 130 For 81: 1 inch - 26A mm. 1 pat = 47.88 Pa, 1 mph =1.6 kph. 'Tabulated values assume a fastener penetration of 1'2 inches Into the wall studs. 'Wall 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 naip. 'Three -second -gust; based on wind pressures acting toward and may 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 201212015 IBC. DISCLAIMER APA Product Reports is a trademark of APA - the Engineered Wood Association, Tacoma, Washington. [CC -ES Evaluatlon Report is a trademark of [CC 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 [CC -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 a 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 for product performance or designs as actually constructed. 3`. Fiber Substrate Lap Siding A- Perfection Shingle Lap Siding • Store off the ground well supported, on a flat well -drained surface. (Diagram 1 a) • Additional support may be required to achieve a safe clearance from the ground. • Store products under a roof or separate waterproof covering. (Diagram 1a) • When the waterproof covering is removed, cut all unit banding. • Keep siding clean and dry. Inspect prior to installation. a General Information AR 1ttlfErLfi 61W • At the time of manufacture, siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 135.6 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports, call LP Customer Support at 800-648-6893 or go online at https.//Ipcorp com/resources/product-literature/#. • LP's application instructions describe the minimum requirements needed to assure LP° SmartSide° Limited'Warranty coverage. • Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of Before You Minimum 61nch clearance must be maintained between siding and finish grade. Siding applied adjacent to porches, patios, walks, etc must have a clearance of at least 1 inch above any surface. • Siding must not be in direct contact with masonry, concrete, brick, stone, stucco or mortar. Backer rod is recommended to properly space materials at these location. • Minimum IInch clearance from roof surfaces. (Diagram 2a) • Apply siding in a manner that prevents moisture Intrusion and water buildup. • All exposed wood substrate must be sealed Ina manner that prevents moisture intrusion and water buildup. To achieve this, use primer, paint, sealant and flashings as follows in these application Instructions. • Do not use staples. • Siding is designed to be installed directly to wood structural panel wail sheathing. Fiber Substrate Lap Siding A- Perfection Shingle Lap Siding • Store off the ground well supported, on a flat well -drained surface. (Diagram 1 a) • Additional support may be required to achieve a safe clearance from the ground. • Store products under a roof or separate waterproof covering. (Diagram 1a) • When the waterproof covering is removed, cut all unit banding. • Keep siding clean and dry. Inspect prior to installation. a General Information AR 1ttlfErLfi 61W • At the time of manufacture, siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 135.6 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports, call LP Customer Support at 800-648-6893 or go online at https.//Ipcorp com/resources/product-literature/#. • LP's application instructions describe the minimum requirements needed to assure LP° SmartSide° Limited'Warranty coverage. • Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of Before You Minimum 61nch clearance must be maintained between siding and finish grade. Siding applied adjacent to porches, patios, walks, etc must have a clearance of at least 1 inch above any surface. • Siding must not be in direct contact with masonry, concrete, brick, stone, stucco or mortar. Backer rod is recommended to properly space materials at these location. • Minimum IInch clearance from roof surfaces. (Diagram 2a) • Apply siding in a manner that prevents moisture Intrusion and water buildup. • All exposed wood substrate must be sealed Ina manner that prevents moisture intrusion and water buildup. To achieve this, use primer, paint, sealant and flashings as follows in these application Instructions. • Do not use staples. • Siding is designed to be installed directly to wood structural panel wail sheathing. k'EP41A7ION _ Y . • Trim should be thick enough so the siding does not extend beyond the face of the trim. • Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup. Moisture Control • Moisture control and moisture vapor control are critical elements of proper housing design and construction. Check your local building codes for application procedures for handling moisture and water vapor in your area. • Follow all applicable building code specifications relating to prevention of moisture intrusion Into the wall assembly. LP" SmartSIdO siding is a wood product, and, as with all wood products, must be kept free from excessive moisture. Lack of proper ventilation; exposure to constant or repetitive sources of water such as sprinklers, condensation, inadequate flashing; improper sealing; or failure to follow common building practices that prevent moisture intrusion Into the wall system may cause damage, and products subject to such treatment will be excluded from warranty coverage. • As with all wood products, do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete, plaster, or wet blown cellulose insulation. If such conditions exist, the building should be well ventilated to allow it to dry prior to the application of the siding. • Gutters with kick -out flashing and eave drip edge are recommended for control of roof water runoff. Flashing, Windows, Doors & Openings. • All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup. Several examples that accomplish this are shown on the following pages. Secondary Water -Resistant Barrier • A properly installed breathable water -resistive barrier is required behind the siding. Consult your local building code for details. • LP will assume no responsibility for water penetration, or damage It may cause. Water Run -Off Control Properly installed flashing materials will help direct water away from common water collecting areas. All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last fora period of not less than 50 years. • All flashing materials must have a minimum 4 inch upper leg. Add a 4 inch wide adhesive flashing to Flashing legs less than 4lnches. • Properly integrate flashing with the secondaryWRB.Use housewrap, 2aflashing tape, kickout flashing, step flashing, Z flashing, drip edge, gutters or other items as needed to maintain the counter -flashing principle. • Install kickout Flashing to direct the water into the gutter. (Diagram 2a) • Install step flashing'that has a minimum 41nch upper leg. (Diagram 2a) • Maintain a minimum 1 inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding. (Diagram 2b) • Do not extend the slding or trim into the kickout flashing or gutter. • Prime and paint ALL exposed cut edges of siding. we, For the cleanest cut and longer blade life, a fine-tooth carbide tipped blade is recommended. Siding is manufactured with a special edge coating which reduces moisture -related issues. If siding is ripped you must take special care to prime, paint and seal all exposed wood fiber as described in the finishing section. Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface. Do not miter edges. General Application Equipment Ring Shank Diameter a: 0.092" Hot -Dipped Galvanized CONDITION CORRECTION ���^^-' Snug '(;j4.11a.. �r-1r, OK_ Flush�..u' OK %Isible Fiber ^:+; Paint - Countersunk 1/16"-1/8"(2mm-3mm) Apply Sealant Countersunk/ - Apply Sealant& more thant/8"(3mm) re-nail Table 3a Fastening Instructions - Sheathing Only • Install over wood structural panels minimum 7/16Category with an APA°Trademark that contains the consensus Standard DOC PS 1 or PS 2. Exception: LP° FlameBlock" Fire -Rated OSB Sheathing. i • Fastener length: Long enough tofully penetrate wood structural panel sheathing by at least 1/41nch. Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing. (Diagram 3a) Fastener placement: A minimum 3/4 inch down from top edge of siding. Fasteners shall be placed 1 inch from ends, excluding the width of the shiplap. (Diagram 3a) Fastener spacing: Space ring shank nails a maximum of 8 inches o.c. across the top of siding. (Diagram 4a) • Use a minimum 0.092 inch diameter shank, hot -dipped galvanized or stainless steel ring shank nail. Fasteners shall be corrosion resistant and capable of preventing rust, stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years. 3a • Fasteners: Minimum 0.092 inch diameter, hot -dipped galvanized (ASTM A-153) or stainless steel ring shank nail. Apply and correct overdriven nails as shown in Table 3a. • Sealant: Use an exterior -quality, non - hardening, paintable sealant. Use a Class 25 or higher exterior sealant meeting the A5TM C920 Standard for Specification for Elastomeric Joint Sealants. Follow the sealant manufacturer's instructions for application. Paint: An exterior -quality 100%acrylic latex paint, specially formulated for use on wood and engineered wood substrates, is highly recommended. Semf-gloss or satin finish oil or alkyd paints are acceptable. • For flat alkyd paint, please check with the coating manufacturer for their recommendations for use on composite wood siding. 3/4" min. (19 mm) Nail fully penetration sheathing at least 1/4" (6 mm) Reveal5-1/2" to 6-1/Y, (140 mm to 165 mm) Water- Resistive Barrier 1.1/2"min. (38 mm) — overlap ^'�T . a. - h Sir ✓ r. v r ✓s- Fastening Instructions -Sheathing Only (continued) • Apply siding to wall assembly directly to wood structural panel sheathing. • Begin by nailing a starter strip (approxlmately 3/S inch thick x 1-1/21nch wide) flush with bottom edge of sill plate. • Starting from left to right, level and install the siding so the bottom edge is no more than 1/2 Inch below the starter strip. • Use the alignment bead In shiplap edge as a spacing guide, Do not overlap the alignment bead. (Diagrams 4b & 5b) To obtain the best staggered joint appearance of siding, cut and fasten the starter pieces of each course according to the following steps: o Cut .1 st course starter piece 3/4 inch from the left, this will remove only the top shiplap from the overall length of panel, o Cut end course starter piece 13 inches from the left, that measurement Includes the length of the shiplap, o Cut 3rd course starter piece 6 inches from the left, that measurement includes the length of the shiplap, o Cut 4th course starter piece 8Inches front the left, that measurement includes the length of shiplap, o Repeat this same sequence every four courses. (Diagram 4a) Lap a minimum of 1-1/2 Inches. This will vary based on siding reveal selected. Reveal can be between 5-1/2to 6-1/2 inches. The siding should fit against corner trim boards leaving a 3/161nch space, the opposite shipfap edge is facing up to receive the next piece of siding. Place first fastener 1"(25 mm) from end, then nail approximately Comertrim 8"oc max. (203 cm), leaving lastfastener 1"(25 mm) from end Shiplap edge with Cut off B" alignment head (203 an) from left side 1919 4 4thcourse iF I{fCi1 ) T "`,1, l i1 ^2nd course 9 Iryj r ,...... 4c 4 iariS'Rea, er" Ction Shingle + e Alternative Fastening Option: Rigid Foam Insulation over Furring Strips, or on Concrete/Masonry Walls over Furring Strips Install over a minimum 1x4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 0.55, no more than 16 inches o.c. in wind speed areas less than or equal to 200 mph. Fastened with a minimum 0.120Inch shankdlameter, hot dip galvanized (ASTM Al53) or stainless steel ring shank nail. Nail a minimum 3/41nch down from top edge of the siding. Lap a minimum of 1-1/2 inches. This will vary based on siding reveal selected. Reveal can be 5-1/2to 6-1/2 inches. Blind nail with a minimum of two ring shank nails per furring strip. (Diagram 6a) Shlplap Joints shall occur over furring strips. (Diagram 6a) Fastener length shall fully penetrate a minimum 1 /2 inch into furring strips. Caution: fastener shall not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding. 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 stripto structure is the responsibility of 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. • The 2015-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 WRB behind LP° SmartSide° products, LP will assume no responsibility for any damage or condition arising from a failure to use a WRB. • Louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation. 162 • Minimum 2 fasteners per furring strip • Minimum 4 fasteners per furring strip at shiplap joint Finishing Instructions • Prime all exposed wood substrate before painting. • Thoroughly paintthe bottom edges of siding, especially all cut ends next to the roof line. • Apply paint as soon as possible and within 180 days of application. • Followthe coating manufacturer's application and maintenance instructions. DO NOT USE • Semi -transparent and transparent stain. • Shake and shingle paints. • Vinyl -based resin formulas such as vinyl acetate, PVA, vinyl acetate/acrylic copolymer paints. CAUTION: HANDLE PREFINISHED LP SMARTSIDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION. TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS. LIMITED WARRANTY The Louisiana-Pacific Corporation VLP") LP" SmartSide"Trim and Siding (the°Products") Limited Warranty (the"Warranty") applies only to structures on which the Products have been applied, finished and maintained In accordance with the published application, finishing and maintenance Instructions In effect at the time of application. Products affected by a failure to follow such application, finishing or maintenance Instructions ("Affected Products") will be excluded from coverage under the Warranty. LP assumes no liability for any loss or damage caused by the Affected Products and Is expressly released by the purchaser or owner from any such loss or liability. Any modification of the Warranty or the application, finishing and maintenance requirements is void unless approved in writing by LP prior to application. For a copy of the warranty or Installation andtechnicalsupport, vlsittheLPWeb site at. www.lpcorp.com WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED. or for additional support call 800-45"106� Cal. Prop 65 Warning: Use of this product may result in exposure to wood dust, known to the State of California to.cause cancer. Louisiana-Pacfic Corporation 414 Union Street, Suite 2000 Nashville,TN 37219 www.lpcorp.com www.lpsmartside.com Q 2017 Louisiana-Pacific Corporation. All rights reserved: LP, SmartSide, and FlameBlock are registered trademarks of Louisiana-Pacific Corporation. APA Is a registered trademark of APA -The Engineered Wood Association, NOTICE: Louisiana-Pacific Corporation periodically updates and revises Its product Information. The Information in this document Is subject to change without notice. To verify that thisvefsion Is current, call 800-450-6106. LPZ80766 7/17 BUILDING••rr PI •'o i Series Strand Substrate• • for i•. • Batten Applications This Technical Note provides guidance for the application of LP° SmartSide° 38 Series Strand Substrate Vertical Siding for Board & Batten Applications. Additional application information may be found in LP° SmartSide° Strand Substrate Panel Siding Application instructions and LP° SmartSide° Trim and Fascia Application Instructions. LP SmartSide 38 Series Strand Substrate Vertical Siding for Board & Batten applications; according to the following requirements. • Siding must be installed over a minimum 7/16 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2. o Exception: LP° FlameBlock® Fire -Rated OSB Sheathing • Vertical Siding or Batten may only span one plate -to -plate. Due to plate shrinkage, each vertical application is not to span beyond one floor to ceiling distance, or one floor to top of gable distance. (See Figures 4 & 5) • Vertical Siding SHALL NOT be installed horizontally. • Battens must be a minimum 0.5 x 2.5 inches actual size. • Finish/Paint: o Prime and paint all field cuts and exposed ends following the paint manufacturer's instructions • Vertical Siding must be. spaced a minimum of 3/16 (See Figure 3) ■ Sealant is not required in any vertical joint covered by Batten and backed by a WRB. ■ Minimum Fastener Type for Vertical Siding: o Corrosion Resistant — Hot -dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter = 0.091 inch o Head diameter = 0.221 inch o Length = fastener shall belong enough to fully penetrate structural panel sheathing. Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing. — Caution: Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly Page 1 of 5 Date Created: 12122/2016 Last Revision: n1a ADDB6aa 414 Union street suite 2000 Naehvilie,TN -rEL Cats)98a.sG88 PAS (615) 98"666 WEB v .IPcorp.c • Fastener Placement for Vertical Siding: o Maximum 3/8 inch from ends and edges (See Figure 2) • Fastener Spacing for Vertical Siding: o Fastened a maximum of 6 o.c. along the perimeter (See Figure 2) Minimum Fastener Type for Batten: o Corrosion Resistant -Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank - Ring Shank nails provide superior resistance to fastener pull -through. In Hurricane -Prone Regions or locations where negative wind. loads are a concern, ring shank nails should be used. - Trim nails may be used in other locations with the following cautions: Do not overdrive or counter sink the fastener, nail flush with the surface of batten. Batten nails shall be installed per the length, placement, spacing and quantity requirements listed in this document. Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used. o Shank diameter= 0.091 inch o Head diameter = 0.221 inch o Length = fastener shall belong enough to fully penetrate Vertical Siding - Caution: Choose a fastener length that will not damage wiring or other' utilities in the exterior wall assembly • Fastener Placement for Battens: o Maximum 3/8 inch from ends and edges (See Figure 1) • Fastener Spacing for Battens: o Fastened with two nails at both ends, with additional fasteners spaced a maximum of 12 inches o.c. along alternating edges the length of the batten (See Figure 1) ■ Do not bridge floors with Vertical Siding or Battens. Create a horizontal joint between floors. (See Figure 4) ■ Vertical Siding must be applied in a manner that will not -allow moisture intrusion or water buildup. ■ Refer to LP® SmartSide° Strand Substrate Panel Siding Application Instructions and LP"' SmartSide° Trim and Fascia Application Instructions for additional application information. Page 2 of 5 Date Cleated: 12(2212016 Last Revision: n/a ADDRESS 414 Union Street Suite 2000 Nashville. TN TeL (616)006-5600 W (615)980.5606 Wn WWW.lpca'p.com Batten LP® SmartSide° Trim/Batten .12" o.c. max: 3/8" max. from ends and edges Figure I Page 3 of 5 Date Created: 12/22/2016 Last ReWsion: rda Vertical Siding Figure 2 LP° SmartSide® Vertical Siding 3/8" max. from ends and edges 6" o.c. max. ADDIM93 414 Union Steel Seite 2000 Nashville, TN 1TL (615) 988-5800 MX (615)986-5565 WEB Mw.lpcolp.eom Figure 3 Data Created:12r221201 a Last Revision: n1a Page 4 of 5 LP® SmartSide® Trim/Batten LP° SmartSide° Vertical Siding min. 3/16" space Water -Resistive Barrier Wall Sheathing Fastener ADDRESS 414 Union Street Svi10 2000 Nashville, TN IML (615)966-5600 PAX (615) 966-5666 WED www.lpwlp.cam Two Story One Floor to Ceiling Horizontal Joint between Floors LP" SmartSide@ Trim/Batten LP° SmartSide°' Vertical Siding 4" Wide Adhesive Flashing ed Metal Z-flashing Floor Sheathing Wall Sheathing Water -Resistive Barrier —, Floor Framing artSide® Siding - artSide® itten — One Story One Plate -to -Plate Figure 4 Figure 5 Page 5 of 5 ADDRESS 414 Union street Sane 2000 Nashvflle, TN ML (616) HMO() Date Created: 12/22/2016 M- (616) 986-5666 Last Revision: n/a 19ER MmIpcotp.com j Installing LP°SmartSide°Trim and Lap Siding on Concrete or Masonry Walls over Furring Strips in Florida (Vuit Wind Speeds) This Technical Note is an addendum to the LP° SmartSide® Trim acid Fascia, and LPm 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 safety 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)' 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 wall leaving the fastener head less than flush with the face of trim or siding. Page "1 of 3 Date Created: 1210412015 Last Revision: 12/17/2015 ADMM 414 Union Street Suite 2000 Nashville. TN TEL (615) 986-6000 FAX (616) 906-5666 YPP.O vjlpcorpxam e � I 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° SmartSidee 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, 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.) Page 2 of 3 Date Created: 1210412015 Last Revision: 1211712015 ADDRE96 414 union street Suite 2000 Nashville, TN T (616)986.6600 FAX (615) 986.5666 IVRO w .lpcc"p.eom Trim ■ Limitations: o In Florida where high negative wind loads area concern, box or common hails 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 S/ 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, consultyour nail supplier/manufacturer. 6 Ring shank nails shall be capable of the performance specified in Table 1A Rine -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/man ufacturer. Page 3 of 3 Date Created: 12/04/2015 Last Revislon: 12/17/2015 ADDRESS 414 Unbn Street Suite 2000 NashvUle, TN `M (615)086-5600 FAX (615)986-5666 t9L+6 www.lpcorp.com e �