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HomeMy WebLinkAboutAPPLICATION INSTRUCTIONSSMARTSIDEO At the time of manufacture, siding meets or exceeds the per- formance standards set forth in iCC-ES-AC321 and has achieved code recognition under ESR-1301, CCNC 11826, 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.ice-es.org/reports/pdf_files/ICC-ES/ ESR-1301.pdf or http://wvvw.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 prior to application. Precision 38 Series lap maybe installed on studs spaced a maximum of16 in. D.C. See alternate fastening option for fastening 38 series 6 in. and 8 in. lap on studs spaced a maxi- mum of 24 in. O.C. Precision 76 Series lap maybe installedon 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,ofadequate thickness toaccept 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. SCANNED PRIMED LAP SIDING SY St• Lucie County • 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 watervapor in your area. When using wet blown cellulose insulation, the insulation must not be in direct contact with the siding and it must be allowed to dry a minimum of 24 hours or longerif specified by the insulation manufacturer. As with all wood products, do not applyengineered wood siding to a structure having excessive moisture conditions such as drying concrete, plaster orwet 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 for control of roof water runoff. 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. G AP 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. DOWS, 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. APPLICATION INSTRUCTIONS (CONT.) ­KiCK-0UT FLASHING • 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 maintenance of the siding Prime and paint ALL exposed cut edges Minimum 1" clearance between trim and roofing Clean rain gutter Do not run trim or siding inside of the kick out flashing 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 in a variety of dimensions. LP SmartSide lap siding is not designed and/or manufactured to be installed vertically. INSTRUCTIONSFiNisHiNG DO • 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 INSTRUCTIONS: • LP SmartSide 76 Series lap siding may be attached directlyto framing members spaced up to a maximum of 24In. O.C. • LP SmartSide 38 Series lap siding may be attached directlyto framing members that are spaced up to a maximum of 16 in. O.C. • Checkyour local building code before starting to install the sid- ing to confirm if wall sheathing is required. • Sidingjoints 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 the top edge of the board. Fasteners will be exposed on siding located immediately belowwindow sills, fascia boards, and horizontal trim. Fasteners belowwindow sill shall be spaced a maximum of 8 in. O.C. • Overlap successive courses of siding a minimum of 1 in. 1 i, SmartLock Overlap 6•. Blind Fastening 3/4 in. nail spacing nstall SmartLock lap tiding consistent with :he specifications n these installation nstructions APPLICATION. INSTRUCTIONS (CONT.) CONDITION Snug Flush Visible fiber Countersunk Vis- /. rN._ Countersunk more _® than r/s in. CORRECTION OK ILY OK Paint Apply sealant Apply sealant and —® re -nail • Use minimum 8d (0,113In. 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 LP SmartSide products In high wind speed areas, refer to ICC-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 bea 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. D.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. 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 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 maybe required bytheICF Manufacturer based on the following minimum withdrawal requirements. • Minimum withdrawal value of the ICF nailing flange must be 50 lbs. with a maximum 12 in. O.C. screw spacing. • Minimum withdrawal value of the ICF nailing flange ''must be 31 lbs. with a maximum 6 in. 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. or 20 gauge. • 76 Series Precision lap must be fastened with: • Steel stud spacing a maximum spacing of 24 in. O.C. • Minimum #8 hat dip galvanized tapered head self -drilling screw with a0.270In. diameter head. • Minimum ofS 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 plane is required by the local building code. Nail length must be increased to ensure a minimum 1-1/2 in. (38.1 mm) fastener penetration into the structural framing. • 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 or furring strip must bednstalled over the sheathing to provide a solid, level nailing base for the siding. The strapping must be securely fastened to structural framing spaced no greater than 16 in. O.C. (406 mm) with a minimum nail penetration of 1-1/2 in. (38.1 mm) and a maximum nail spacing no greater than the width of the siding. Louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam or exterior gypsum. OVERLAP; CLEARANCE & NAILING $PACE.- Min. 3/41n. nail spacing from top Sheathing Breathable 1 in. min. Y if required water-r siiestant overlapbar 1 Siding must nary Siding must extend contact mason below plate P Min. 6 in. finish grade clearance -:BUTTJOINTS Nail min. 3/4 in. from top ai joints must occur over studs. • A minimum 3116 in. gap is required at ALL butt joints. • If joint caulking option Is selected, seal all gaps at butt joints with high -quality exterior sealant meeting the ASTMC920, minimum Class 25 sealant. • If joint moulding option is selected, add the thickness of the web to the gap allowing a net 3/16 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. APPLICATION INSTRUCTIONS (CONT.) RoCIF Or CHIMNEY CLEARANCE Figure 4 4 in. min. flashing 1 in. min. clearance from roofing Min. 3/16 in. gap it bottom edges LP Precision Lap siding may also be installed in compliance with category 8140- Fxteriorwall siding and sheathing for Wildland Unban Interface (WUI) applications atop LP FlameBlock sheathing. RefertoFlameBlock installation instructions and product data sheets. All LP lap sidings (both Foundations and Precision) maybe installed as exterior siding in Wildland Urban Interface (WUI) 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 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. The failure to follow 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: wwwApsmartside.com or for additional support call 800-450-6106. WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWEO. Cal. Prop 65 Warning: Use of this product may result in exposure to wood dust, known to the State of California to cause cancer. SMARTSIDE° TRIM In SIDING 02014 Lauislane-Pacific Corporation. All rights reserved. LP and SmartSide are registered trademarks of Louisiana-Pacific Corporation. Printed in U.S.A. NOTE: Louisiana-Pacific Corporation perrodcarV updates and revises its product information. Toverlfythat this version is current, ca118004So-6106. LPZDDSIS 1/14 APPLICATION INSTRUCTIONS (CONY.) Figure 3 Over Openings I% PAP Figure Bre w re! b Alternate Butt Joint Treatments Inside Corner Outside Corner. Detail Detail DO Kim & ASSOCIATES, LLC 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). This item has been electronically signed and sealed Do Kim, P.E. by Do Y. IQm, PE on this date using a Digital FL #49497 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 1 of 6 Do Kim & ASSOCIATES, 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, [CC Evaluation Service, LLC, ICC-ES, 800-423- 6587, 562-699-0543, www.icc-es.ore 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.icres.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 (01/07/08) 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 D1716-06 Standard Test Methods for Mechanical Fasteners in Wood. H. 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, 8/01/94. 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., 10/31/96. 5. ABTCO, Inc., Exterior Cladding Suction Test, Proline Double 5 Lap Siding 24" o.c. Studs., 11126196. 6. ABTCO, Inc., Exterior Cladding Suction Test, Proline Double 5 Lap Siding 16" o.c. Studs., 11/19/96. 7. ABTCO, Inc., Exterior Cladding Suction Test, Proline Double 5 Lap Siding 16" o.c. Studs., 11101196. 8. ABTCO, Inc., Exterior Cladding Suction Test, 8" Cedar Lap Siding 24" o.c. Studs., 12/06/96. 9. ABTCO, Inc., Exterior Cladding Suction Test, 8" Cedar Lap Siding 16" o.c. Studs., 10/23/96, Revised on 11106/96. 10. ABTCO, Inc., ABTCO Cedar -Lap Wall Panel Test, 8/02/94. 11. ABTCO, Inc., ABTCO Cedar -Lap Wall Panel Test, 8/04/94. F.U. Box 10039 813.857.9955 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) I. 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 (NC)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 & AS50CIATEH, LLC CONSULTING STRUCTURAL ENGINEERS Installation Instructions a. Strand Substrate Models: i. Installation fastening requirements as outlined in the APA PR-N124 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°i 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'h Edition (FBC). P.O. Box 10039 813.857.9955 Tampa, FL 33679 Sheet 4 of 6 DO Kim & ASSOCIATES, LLC CONSULTING 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 I 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 4QUA2521) 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 Do KIM & AssocIATES, 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' Edition (F13C). 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 been shown 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 L/120 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 Tampa, FL 33679 Sheet 6 of 6 LP® SmartSide® Strand Substrate PR-N124 .. Treated -Engineered -Wood Lap,..Panel, and Vertical Siding Louisiana-Pacific Corporation Revised September29, 2017 Product: LP® SmartSidem Strand Substrate Treated -Engineered -Wood Lap,. Panel, and Vertical Siding Louisiana-Pacific Corporation, 414 Union Street, Suite 2000, Nashville, TN 37219 (800)460-6106, www.locom.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/AWCSDPWS-2015 Special Design.Provisions for Wind and Seismic ASCE 7-16 and ASCE 7-05 Minimum Design Loads for Buildings and Other Structures • ICC-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, T87Q-45, T91Q-11, T91Q-20, T97Q-4, T97Q-10, T98Q-13, T98Q-17, T99Q-23, T2008Q-12, T2008P-73, T2008P-74, T2009Q-54, T2011Q-59, T2012P-22, T2015Q-38, T2015Q-39, and T201.7P-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, 9-112, 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, 7116 and 19132 Performance Categories, A- foot width and in lengths of 8, 9, and 10 feet. The 318 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 318 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 3/8 Performance, Category shear values. Design wind ©2017APA . The Engineered Wood Association 07-02 APA Product Report® PR-N124 Revised September2g, 2017 Page 2 of 13 loads for LP SmartSide 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 (SIP. s) 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 (w-m.Iocom.com/i3roductstsidinq/ip-smartside-trim-sidingl) and APA Engineered Wood Construction Guide, Form E30 (www.aoawood.om/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, shelf 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 1 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 7116 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 specked, 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 7116 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, hygrosdopicity, 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 specked in [CC Evaluation Service ([CC -ES) Acceptance Criteria for Treated -Engineered -Wood Siding (AC321). 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. © 2017 APA - The Engineered Wood Association 07-02 APA Product Report® PR-N124 Revised September 29, 2017 Page 3 of 13 c) LP SmartSide Strand Substrate Treated -Engineered -Wood panel siding is flood resistant on the properties listed in Section 6. This evaluation applies to 318 and 7/16 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, WI, under a quality assurance program audited by APA. e) This report is 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 -NI 24, and a means of identifying the date of manufacture. Figure 1. Lap siding installed vertically Figure 2. LP®SmartSideO Trim/Batten © 2017 APA - The Engineemo Wood Association 07-02 APA Product Report' PR-N124 Revised September29, 2017 Page 4 of 13 Figure 3, Lap siding attachment detail Figure 5. Vertical Siding Figure 4. LP® SmartSide® Trim/Batten attachment detail Figure 6. Vertical Siding attachment detail 02017 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 (plf) for LP SmartSide Strand Substrate Treated -Engineered -Wood Panel Siding Shear Walls with Framing of Douqlas-Fir-Larch or Southern Pine for Wind or Seismic Loarlinn(1.2.3) Min. Nail Panels Applied Directly to Framing Panels Applied Over Max. 5/8-inch Gypsum Sheathing PerformanceCategory Category Penetration in Framing Nail Size Nail Spacing at Panel Edges Nall Size Nail Spacing at Panel Edges (inches) (common or (inches) common or galvanized inches (inches) galvanized box)l7•8l 6. 4 3 4 .21I box)n•e) fi 4 3 20) 5/160-6) 1-1/4 6d 180 270 35D 450 8d 180 270 350 450 3/8(6.6) 200 300 390 510 200 300 390 510 3/8(5•6) i-1/2 8d 220 320 410 530 1.0d 260 380 490141 640 7/16f5i 240 350 450 585 260 380 49014t 640 191321c 1-5/8 10d 340 510 6650) 870 _ _ For 51: 1 inch = 25.4 mm. 1 pif .0 twin. CO For framing of other spedes: (a) 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 speck 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. R) All panel edges must be backed with 2-inch nominal or wider framing. Panels must be Installed with the long dimension oriented in the vertical direction. Space nails 6 inches o.c. along intermediate framing members for3f6 and 7116 Performance Category panels installed on studs spaced 24 Inches o.o. For other condillons and panel performance categories, space nails 12 Inches o.c, on Intermediate supports. (') For shear loads of -normal or permanent load duration, the values in the Table shall be multiplied by 0.63 or 0.56, respectively. fe Framing at panel edges must be 3Inches nominal or wider and nails must be staggered where nails are spaced 2Inches o.c., and where 10d nails having penetration into framing of more than 1-6/8 Inches are spaced 3Inches or less, o.c. Exception: Unless otherwise required, 2-Inch nominal framing may be used where full nailing surface Is available and nails are staggered. r') Except as noted in Footnote 7, panel thickness at point of nailing at panel edges determines applicable shear values, except that 3/8 Performance Category panels nailed at shiplap edges use 5/16 Performance Category shear values, and 7116 and 19/32 Performance Category panel sidings nailed at shiplap edges use 318 Performance Category shear values. (b) 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. m 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. rot Fastener dimensions are as specified In ASTM F 1667. 2017 APA - The Engineered Wood Association 07-02 APA Product Report° PR-N124 Revised September 29, 2017 Page 6, of 13 Table 2a. Lap Siding Installed Horizontally with 0.113' Nails— Max. Allowable Wind Speed, Vasd(t) Performance Category Max. Stud s Spacing(2) (inches) Siding Width (inches) Max. Allowable Wind Pressure (psf) Max. Allowable Wind Speed Vaw(3) m h Wind Exposure Category a C I D 318 16 6 80 170 150 140 7 80 170 150 140 _ 8 74 170 145 130 9.5 61 150 130 120 12 47 130 110 105 7/16 16 6 80 170 150 140 7 80 170 150 140 8 74 170 145 130 9.5 65 150 130 125 12 47 130 110 105 24 6 69 150 140 130 7 58 150 130 110 8 49 140 120 110 9.5 41 125 105 100 12 31 110 90 85. For St: 1 Inch = 25.4 mm, 1 psf = 47.88 Pa,1 mph = 0.447 m/s. I') 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 0.113 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. rs) 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 6 ofASCE 7-05, Section R301.2.1 of the 2009 and2012 IRC, and Section 1609.1.1 of the 20091BC. Table 2b. Lao Siding Installed Horizontallv with 0.1134 Nails — MaY_ Llltlmnfa winrl gnopri V..,.(1) Performance Category Max. Stud Spacmg(n (inches) Siding Width (inches) Max. Ultimate Wind Pressure s Max Ultimate Wind Speed V40 (mph) Wind Exposure Category g C D _ 3/8 16 6 133 200(4) 180 180 - 7 133 2004) 180 180 8 123 2000) 180 160 9.5 102 200t4) 160 150 12 79 180 150 140 7/16 16 6 133 200(4) 180 180 7 133 200(4) 180 180 8 123 200(4) 180 160 9.5 102 200(4) 160 150 12 79 180 150 140 24 6 115 200K 180 160 7 96 180 160 1 150 8 85 180 150 140 9.5 68 160 140 130 12 52 140 120. 110 For t51; 1 Inch = 25.4 mm, 1 psf = 47.88 Pa, 1 mph = 0.447 m/s. )1) 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 0.113 inch, and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2Inches. Lap siding Is not a bracing material. o) Wall studs must have a minimum specific gravity of 0.42. P) 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 ofASCE 7-10, Section R301.2.1 of the 2015 IRC, and Section 1609.1.1 of the 2012 and 2015 IBC. (`) Table R301.2(2) of the 2015 IRC Is limited to a maximum ultimate design wind speed, Vwe of 180 mph. © 2017 APA - The Engineered Wood Association 07-02 APA Product Report' PR-N124 Revised September 29, 2017 7of13 Table 2c. Lap Siding Installed Horizontally with 0.092" Nails —Max. Allowable Wind Speed, V.41) Performance Category Max Stud (inches) (inches) Siding Width (inches) Max. Allowable Wind Pressure s Max. Allowable Wind Speed Vasd(s) (mph) Wind Ex osure Category B 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 - 7/16 24 6 42 130 110 100 7 35 120 100 90 .8 1 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. v> One fastener for each stud located 3/4 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. 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. Well studs must .have a minimum specific gravity of 0.42. or Three -second -gust; based on wind pressures acting toward and away from building surfaces, at30-ft height in Zone 5 wfth 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 2d. Lap Siding Installed Horizontally with 0.092" Nails — Max. Ultimate Wind Speed, V it(1) Performance Category Max. Stud Spacing(z) (inches) Siding Width (inches) Max. Ultimate Wind Pressure s Max. Ult mate Wind Speed V,nria) m h Wind Exposure Category B C D 318 16 6 104 2000) 160 160 7 87 180 160 140 8 75 160 140 130 9.6 61 150 130 120. 12 47 140 115 7116 ' 16 6 104 2000) 160 160' 7 87 180 160 140 8 75 160 140 130 9.5 81 150 130 120 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 32 110 nor 51: 1 mcn = Zb.4 mm, 1 psr = 41.88.Pa, 1 mph = 0.447 m/s. One fastener for each stud located 3/4 inch from the top edge of the siding. Each successive course of lap siding must overlap a minimum of 1 inch. Fasteners shall be a hot dipped galvanized plain (smooth) shank na1, 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. 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 vhth 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. Table R301.2(2) of the 2015 IRC Is limited to a maximum ultimate design wind speed, Va,, of 180 mph. © 2017APA - The Engineered Wood Association 07-02 APA Product Report' PR-N124 Revised September 29, 2017 Page 8 of Table 3a. Panel Siding Installed Verfically with 0.113' Nails— Max -Allowable Wind Speed, Vasa Fastener Spacing(t) Max. Max. Allowable Wind Speed Performance Max. Stud inches o.c. Allowable Vasd131 (mph) Wind Ex osure Cateaory Category Spacings) Wind (inches) Edges g Field Pressure B C D s 16 6 12 43 130 110 100 6 80 170 150 140 3i8 24 6 12 29 105 90 - 6 58 150 130 110 16 6 12 43 130 110 11]D 5 80 170 150 140 7/16 24 6 12 29 105 90 - 6 58 - 150 130 110 16 6 12 43 130 110 100 6 80 170 150 140 19132 24 6 12 29 105 90 '6 58 150 130 110 For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa, 1 mph = 0.447 m/s. ql 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 oft inches. at 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 effective area in accordance with Chapter 6 ofASCE 7-05, Section R301.2.1 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 200918C. Table 3b. Panel Siding Installed Vertically with 0.113" Nails —Max. Ultimate Wind Speed V n Fastener Spacing(') Max. Max. ultimate Wind Speed Performance Max. Stud inches O.C. Ultimate V00) (mph) Wind Ex osure Category Category Spacing") Wind (inches) Edges Field Pressure s B C D 16 6 12 72 160 140 130 6 133 200(4) 880 180 318 24 6 12 48 140 115 - 6 96 180 160 150 16 5 12 72 160 140 130 5 133 2DON 180 180 7/16 24 g 12 48 140 115 - 8 96 180E 150 16 6 12 72 160130 6 133 2000) 180 19/32 24 6 12 48 1406 96 180 150 For 6r: I inch = z6.4 mm, i psi= ai.nu va, i mpn = u.44r mis. 1'r 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 ai Wall studs must have a minimum specific gravity of 0.42. 1st Three -second -gust based on wand, pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effective area in a000Mance with Chapter 26 of ASCE 7-10, Section R301.2.1 of the 2016 IRC, and Section 1609.1.1 of the 2012 and 2015 IBC. (") Table R301.2(2) of the 2015 IRC is limited to a maximum ultimate design wind speed, V,,, of 180 mph. © 2017APA - The Engineered WoodAssocia(ion 07-02 APA Product Report® PR-N124 Revised September 29, 2017 Page 9 of 13 Table 3c. Panel Siding Installed Vertically with 0.092" Nails — Max. Allowable Wind Speed, Veld Fastener Spacingtzl Max. Max Allowable WindSpeed, Max. Stud inchdi3l eso.c. Allowable Vas (mph Wind nd Exposure Cat ON .Performance Category Spac ingtzl B C D (inches) Edges Field Pressure 16 6 12 26 100 85 - 6 52 145 120 110 3/8 24 6 12 17 85 - - 6 35 120 100 90 16 6 12 26 100 85 - 6 52 146 120 110 7/16 24 6 12 -17 85 - - 6 35 120 100 90 16 6 12 26 100 85 - 6 52 145 120 110 19/32 24 6 12 17 85 - - 6 35 120 100 90 For SI: 1 inch = 25.4 mm. 1 Per = 47.88 Pa, 1 mph = 0.447 m/s. oz 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 framinga minimum of 1.5 inches. Configuration cannot be used for lateral bracing due to nail size. (2) Wall studs must have a minlinum specific gravity of 0.42. W Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effectiva'srea in accordance with Chapter 6 of ASCE 7-05, Section R301.2.1 of the 2009 and 20121RC, and Section 1609.1.1 of the 20091BC. Table 3d. Panel Siding Installed Vertically with 0.092" Nails — Max. Ultimate Wind Speed Vurc Fastener Spacing(') Max. Max Ultimate Wind Speed Performance Max. Stud inches o.c. Ultimate V/ne m h Wind Exposure Cateqory Category Spacingtzl Wind (inches) Edges Feld 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 7116 24 6 12 29 - - 6 68 150 130 120 16 6 12 44 130 110 6 87 180 160 140 19/32 24 6 12 29 6 58 150 130 120 For Si: 1 inch = 25.4 mm. 'I p5r = 41.&$ Va, 1 mpn = U.447 mla. m 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 dueto nail size. m Wall studs must have a minimum specific gravity of 0.42. Pz Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft Freight in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10, Section R301.2.1 of the 2D151RC, and Section 16D9.1.1 of the 2012 and 2015 IBC. (4) Table R301.2(2) of the 2015 IRC is limited to maximum ultimate design wind speed, Vac of 180 mph. @ 2017 APA -The Engineered Wood Association 07-02 APA Product Report' PR-N124 Revised September 29, 2017 Page 10 of 13 TahlO da I an Sirlinn Installed Horizontaliv to SIPsM - Max -Allowable Wind Speed, VascP V Performance Category Max. Ring Shank Nail Spacing(3) (inches) Max. Wood Screw Spacingl4l (inches) Siding (inches) Max. Allowable nd Pressuredth (psi Max. Allowable Wind Speed Vasdta (mph) Wind Exposure C eciorvI B C D 31S 8 ' 12 6 80 170 1 150 140 7 72 170 145 130 8 63 150 130 125 9.5 1 54 1 145 125 110 12 40 125 f05 90 7/16 12 16 6 58 - 150 130 '120 7 50 140 120 110 8 42 130 110 1 100 9.5 36 120 100 i 90 12 27 105 85 For SI: '1 inch = 25.4 mm, 1 lost = 47.88 Pa, 1 mph = 0.447 m/s. e) The facer of the structural Insulated panels (SIPs) shall be 7116 Performance Category or thicker OSB sheathing meeting DOC P52 requirements. ar The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirementsofthis Table. The tabulated wind speed shall not exceed the SIP capacity for wind load resistance. nl One ring shank fastener located 314 inch from the lop 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. nI One #8 wood screw located 3/41nch from the top edge of the siding may be used. The wood screen must have a minimum shank diameter of 0.164 Inch. Length shall be long enough to fully penetrate woodstructural facer panel. IS: 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 6 of ASCE 7-05. Section R301.2.1 of the 2009 and 2012 IRC, and Section 1600.1.1 of the 2009 IBC, Table 4b. Lap Siding Installed Horizontally to SlPs0)- Max. Ultimate Wind Speed; Vvm(2) Performance Category Max. Ring Shank Nail Spacing(3) (inches) Max. Wood Screw Spacing(4) (inches) Siding (inclhes) Max. Ultimate Preslsure (pso Max. Ultimate Wind Speed WiP) (mph) Wind Exposure Category D 3/8 8 12 6 133 180 7 119 160 8 105 W200M.160 160 9.5 90 150 12 67 120 7116 12 16 6 97 150 7 79 140 8 70 .160 .. 140 130 9.6 60 150 130 120 12 45 130 115 For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa, 1, mph = 0.447 m/s. r'r The facer of the structural insulated panels (SIPs) shall be 7116 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements. rn 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. (3) One ring shank fastener located 314 inch from the tap edge of the siding. Each successive course of lap siding must overlap a minimum of 1 Inch. Fasteners shall be 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, 1"t One #8 wood screw located 3/4Inch 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, 15) Threesecond-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 ofASCE 7-10, Section R301.2.1 of the2015 IRC, and Section 1609.1.1 of the 2012 and .2015IBC. IsI Table R301.2(2) of the 2015 IRC is limited to a maximum ultimate design wind speed, Vut, of 180 mph. © 2017 APA - The Engineered Wood Association 07-02 APA Product Report" PR-N124 Revised September 29, 2017 Page 11 of 13 Table 5a., Vertical Sidino or Lao Siding Installed Vertirally — Max_ eunWahlo WI A c eva v .m Fastener Max Max. Allowable Wind Speed Vasete) Peg Siding Siding Edge Allowable (mph) Wind Ex osure Cate o ry Categ ory Type Width Spacing Wind B C D (Inches) (inches o.c.) pressure Vertical Siding 16t2> .6t41 80 170 150 140 3/8 La fi(s) 72 170 145 130 Its) 62 150 130 120 Siding 8ts) 54 445 125 110 Installed 12t5r 9'5ts) 46 130 110 105 Vertically 120) 36 120 100 90 Lap fi(s) 72 170 145 130 7(3) 62 150 130 120 . Siding 8() 54 145 125 110 7/16 Installed 12(e) g•53) 45 130 110 105 Vertically 12t) 1 36 1 120 100 1 90 1 vw - 4L00 re, 1 mpn = u.q w mis. Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PSI or DOC PS2 requirements. Vertical Siding installed In accordance with Figures 2, 5', and 8. 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 skLictural panel wall sheathing. Fasteners must be spaced a maximum of irrches o.c. along the siding perimeter in accordance with Figures 5 and B. 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 12 Inches o.c. along alternating edges of the length of the triMbatten in accordance with Figures 1 and 4. Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 withsmallest effective area In accordance with Chapter 6 ofASCE 7-05, Section R3012.1 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 2009 IBC. © 2017 APA - The Engineered Wood Association 07-02 APA Product Report® PR-N124 Revised September 29, 2017 Page 12 of 13 Table 5b. Vertical Sidina or Lao Siding Installed Vertically - Max. Ultimate Wind Speed, Vat') Fastener Max. Max. Ultimate Wind Speed, Pelf. Siding Siding Edge Ultimate Vends) m h Wind Ex osure Catecory Category Type Width Spacing Wind 8 C 1) (inches) (inches mm) Pressure Vertical ISM 6(4) 133 200 ISO 180 Siding 6(3) 120 200 180 I60 3/8 Lap 70) 103 200 160 160 Siding 12(b)90 8t3) 180 160 150 Installed 95t3) 76 160 150 130 Vertically 12(3) 60 150 130 120 6t3) 120 200 180 160 Lap 1(3) 103 200 160 160 7/16 Siding 12(s) 8 90 180 160 150 Installed 9.53) 76 160 150 130 Vertically 12r3) 60 150 136 120 For 51: 1 inch = 25.4 mm, 1 psf = 47.88 Pa, I mph = 0.447 m/s. (1) 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. (3) 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 6Inches mc. along the siding perimeter In accordance with Figures 2, 5, and 6. rn 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 12 inches me. along alternating edges of the length of the batten In accordance with Figures 1 and 4. (6) Three -second -gush based on wind pressures soling toward and away from building surfaces, at 30-ft height in Zone 5 with smallest effeclve area in accordance with Chapter 26 of ASCE 7-10, Section R3012.1 of the 2015,IRC, and Section 1609.1.1 of the 2012 and 2015 IeC. © 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 National 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 ISOIIEC 17065 by Standards Council of Canada (SCC), an accredited Inspection agency under ISOAEC 17020 by International Code Council OCC) International Accreditation Service OAS), and an accredited testing organization under ISOnEC 17025 by IAS. APA is also an approved Product Certification Agency, Testing Laboratory, Quality Assurance Entity, and Validation Entity by the State of Florida, and an approved testing laboratory by City of Los Angeles. APA—THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS 7011 So. 191° St. • Tacoma, Washington 98466 Phone: (253) 565-6600 • Fax (253) 565-7265 • Internet Address: www.aoawood.oro PRODUCT SUPPORT HELP DESK (253) 620-7400 • E-mall Addresr. help@apawood.org DISCLAIMER APA Product Report° is a trademark of APA — The Engineered Wood Association, 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 %,mrramy, expressed or lmplied,.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. Consult your local Jurisdiction or design professional to assure compliance with code, construction, 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. © 2017 APA - The Engineered Wood Association 07-02