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HomeMy WebLinkAboutX2019-3845 - Alternative Material & Methods% y m \ E y! E )\ � 0\ Tf §( k\ 10 j(z F- }� /j )) UJ 0E § 2! z *\ § \ w w k � 2 \0 N §! | m6 0 kr M $ k2 O {D f _ kg CL ;CL E m \ § L)lu �E . 0 16 1m > » :$ E { 2 m LD £tr 0� !) } LL _ .. 2 : _ _/10 \ k { (0 !§ q 00 \/ e 2 \ .. $ 2§ k ( k \ ' $ z $ §§ / ■ |m; / § § 00 § § f) \ E y! E )\ � 0\ Tf §( k\ 10 j(z F- }� /j )) UJ 0E § 2! z *\ § \ w w k O BE "El BENCH CNA, o EDT PAN AIOr 1031-1. TERFOR ELEWWWRFs Q COMBUSTION AIR VENT (2) HI -Low 01, SCREENED Q UNI T LEsq Gnp RA"ALiUHF iPEcs 1 ENG Q PEDESTAL SINK QNA1B' FISH PuLRM WHARF TO WALL rNTTO OUTBEE uAIR TIRO AN WALL © LAVATORY SINK & FAUCET 77 C/E' TYPE 'X' GW. M. TAE AND STAGGER TOM. A FROM FLOOR TO ROOF SHEATHING AT ALL WATTLE ADJACENT TO HOUSE B. ALL WALLS SUPPORTING 2ND FLOOR ,VM GARAGE C. MIDLAND OTL ROOF SHEATHING ABOVE MEDICINE CABINET OE RESISTANT OUTWARD LABEFED CAT II Sw HUG QO DECORATIVE SPA TUB-SMIIEY SIZE AND TWE W/ OMER ALL COVERINGS OF OR TUBE UYT.- O 5OF NOT LESS THANSTRU12'ABOVEAL Elie n� xWALE BE OF CSTERT L IN INLETEASS SUN AnOsnea S� RNS O 91OWE1.NV11 OS2ZC NET AREA OF SXOWER SHALL N AT PB E' LESS THAN IA24 BO IN OF FLOOR AREA n SR.' GADISCIL. PANTRY W/ snELNNc (] SHELVES) Q OISHNASHER UNIT Q TRIPLE SINK W/ GARBAGE DISPOSAL 60' CTR. SPACES FOR OVEN/ COOK -TW CDMBB ® HOOD IS. LOGMEOP N00 CFM MINA 0 ]6'` EEFFRI OGEERNATORR 9 MIN SPACE W/ RECESSED STUB - CLD. HEAT N CLO S1. ] TOP/PEAR ERECT WENT FIREPLACE ANTI, ANSI SA HY-200] �INTELLIFIRE (NG)SL-] GLASS NEW AREA 32-1/16 X 21- 1/2 L30]B UNIT SOL HE IN COMPLIANCE INH FUND m5 VM" A MMED LOG E DN E CLOTH FOR CAS ONLY USE AND CHT `TANG FACTORY GLASS DOORS. T 3 6" INSIDER SPACE MYTH ®SPACE .,HERSPACE W/ GRITTY PAN &DRAIN DRYER VENT ARCHED OPENING W/ CW. E. OVER -TEA. 12112' LAUNDRY BAN ® S/B' ME'KGW. B0. ANGLES & CDLING AT USEABLE SPACE UNDER STAIRS © SHELF & POLE FILL IN PLTF LI HT & SWINGE SENT TO OUTSIDER AIRF. G. HRU ROOF SEE DECALS ]5 GUARDRAIL 42' PEE. 111, HE A, ]6 SHELF 9'-1' ANENT 1/2" GW. BD. 0/ 3/6" PLYAOOD. 3] ATTIC ACCESS: ]0' X ]0' W/ 30' MIN ..DR. ©0 2X6 STEM WALL O LINEN ® HULL HEIGHT LINEN Q 121 12 COUNTER TLP SINK CABINEH ABOVE WASHER & DRYER NICHE SEE ELEVATION II ® NORMAL AT STAIR A PER RUSH ©]L OSE T. CO. cOxsun PTlOx l2S CALL... IB" ANMASH ASH Cd PALTER ® DRYWALL SHELF SEE PLAN FOR HEIGHT �B MICROWAVE/ UNIT BUILT-IN UPPER CABINET ©1 EXHAUST FN -50 CFM MIN ®Al EGRESS WINDOWS TO COMPLY OUTH- TENE :.-xW.veAV 'M,MV. F,A 'um+�xoiunmenm[�w nu�L PP -I MEKNES: UaeLo. (- 1.28 eSOPII %awer FS C 20 %,. ,E On); LEM1.1, F-1. (= 12...A Kl....T Faucets 1= 1. NEW OR REPLACEMENT WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES, OAS IS THE UPPER I/3 OF THE TANK AND ONE IN THE LOWER I/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM Cl 4' ABOVE THE COL SROLS RUGGER AND NB -SHOWERS SHALL HAVE EITHER A PRESSURE BALANCE OR A THERM057ATIC WEAL VALVE, _ 3. DUCTS 54ALL BE SIZED PER CHAPTER L OF THE MECHANICAL CODE. 4. ATTIC FURNACE SHALL NAVE A 2H' WIDE. SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EOWPMENT AND ITS CONTROLS . LENGTH OF PASSAGEWAY HOT TO EXCEED SO'HIS, NOTE: ALL EGRESS WINDOWS TO BE MAX 3'-B' ABOVE FLOOR NDE® FIREPLACE NOTES TERIORS COMBUSTION q DUCTS SHALL BE LISTED ORNMENALIGNIC RE THE "EMBELAE. 2AN C CHIMNEYS. AND AIN TALLIED ACCORDING TO THE LL MOTH POxeTS ARTI SHALL NBECu S AMC 31111x0 INSTALLED IN ACCORDANCE 3 DE SHALLNATTHERE INRTALLED FACE RAT LISTED AND TIT TERNNATTIONANUP HME LISTED AND E FACTORY FOR USE WITH THE SSPPECI IC FACT FACTORY BUILT C IMN_Y BYETRn ANB INSTALLED IA ACDBZDANCE WITH WALL LEGEND ALL STAIRWAYS SHALL HAVE AN LL uMMnTIOry LEVEL ON TREAD RUNSOF NEW 1X9 STUD WALL 16 HOT LESS AN MOST CANDLE IIT LUX) BEc ST RIICT AT CBC 1205.9 DEcoRATIV= BOX SOFFIT ABOVE SECOND FLOOR PLAN No TH SCALE 1/4'=1' O" 1735 5F DOOR AND WINDOW NOTES WINDOWS 'DOORS TO BE DUAL GLAZED O -FACTOR 0.14 R.C. .013 FENESTRATIONS MUST X TEMPORARY AND PERMANENT LABELS ALL DEOROG. EGRESS WNDOwS STATE HAV 44'MAX CER SILL HEIGHT/ ulx C -MR EARTH SEA BE 20" MINIMUM CLEAR HT SHALL BE 24", MIN. OPENABLE ASIA SHALL BE W.J S0. FT. ALL DOORS AND WHOLES VTHUS! 1B' OF A WALKING SURFACE AND 24' OF A DOOR AS NIGHT IS LONEN THAN SHOVER BVVEE NTTHEN FIN FLOOR O BE THE XI EY GLAZING s Au E awl. e. 3/4� E .mE... AN InL-xc IN,- Seo sE i 3/B' Emw vn.e.. anverz neLen Lo A .9� �J 6 9 . p7 A - yZG� m�"E C E, - WN IN ME A. m RE5 RE i Q EE,WW U F m LOT CY n 0 CE TO 0 tEQ WE i 7, LEWO Z a TV W WE" V ry O ! LAWo W ¢ ¢ ao CC FEW V 2 6r Z d Q` �_ Q / W a a� € E STORE, A-3 7 Ili S � O D" c� LLI U W I-- DZ 06. Q W � � � O S r ■ � O � D W m �f 2-2 2 ar / It 2-2 ° )ƒe2ff)293 )ƒ2uƒ/ ƒ//)\////\f 2=s 2%/bsJ%}=««(�%�\ =ea :s7< /{f /ƒ/2\6/ / L/ Ir- Z LLI \ 2 _-__ \ \/ )k \ - k\\ �(% \/// })/\ ©±f\ ± LL 22 /®\ /\\\ j g� x y� 2 ƒ }ui } \ } j BRUCE ®§\ C'UI F )� } � }\ LL \ \ j U�\Z D77\ �ƒ�7 Ln bio@ �7 � 00 / 2 FIRE -1 1>1 GP 1l01T(:n Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description ToughRock® Lite -Weight Fire -Rated Gypsum Board is noncombustible (per ASTM E136), with a dimensionally stable gypsum core. The core has been reinforced with the addition of glass fibers, increasing its strength and its resistance to the passage of heat. The surfacings on both faces and on the long edges are 100% recycled paper. The front face paper is white; the back face paper is gray. The ends are square cut. The product has been engineered to be lighter than ToughRock® Fireguard r Gypsum Board, making it easier to handle and install —and more economical to transport. Georgia-Pacific ToughRock Gypsum Board products are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs). They are listed in CHPS® High Performance Product Database as low emitting products. Primary Uses ToughRock Lite -Weight Fire -Rated Gypsum Board is a wall or ceiling covering material for use in building construction. It is designed for direct mechanical attachment to wood or metal framing for use in building assemblies with a designated fire resistance rating. A specially engineered gypsum care which includes glass fibers enables ToughRock Lite -Weight Fire -Rated Gypsum Board to help protect framing members from the spread of fire. With joints covered, ToughRock Lite -Weight Fire -Rated Gypsum Board will resist the passage of smoke. ToughRock Lite -Weight Fire -Rated Gypsum Board is manufactured with a paper surfacing designed to be receptive to joint treatment, paint, wall covering, or textured coatings. Limitations • ToughRock Lite -Weight Fire -Rated Gypsum Board is nonstructural and should not be used as a nailing base or to support heavy wall mounted objects. • They are intended for interior applications and must be kept dry and clean and not used where exposure to moisture is extreme or continuous. • Do not use ToughRock Lite -Weight Fire -Rated Gypsum Board where there is prolonged exposure to temperatures exceeding 125°F (52°C) and/or continuous exposure to extreme humidity, e.g., located adjacent to wood -burning stoves, heating appliances, electric lighting and hot air flues. Applicable Standards Manufactured to meet ASTM C1396 Section 5, CSA -A82.27 -M. Building Code Conformity ToughRock Lite -Weight Fire -Rated Gypsum Board conforms to the requirements of uniform IBC/IRC building codes for its intended use. Sizes ToughRock Lite -Weight Fire -Rated Gypsum Board Thickness, nominal 5/8" (15.9 mind Widths, nominal 48" (1220 mm) Lengths, standard 8'-14' (2440-4270 m nd Submittal Job Name Approvals Contractor Date Technical Service Hotline 1.800125.6119 or www.gpgypsum.com Edges Tapered, square, or tapered with rounded edges. Supplemental Materials Corner beads and trim, expansion joints, joint tape, joint compound. Technical Data Flame spread rating of 15 and smoke developed B, when tested in accordance with ASTM E84. The core is noncombustible when tested in accordance with ASTM El 36. The 5/8" (15.9 mm) ToughRock Lite -Weight Fire -Rated Gypsum Board is UL classified, Type LWX. Fire Resistance Ratings ToughRock Lite -Weight Fire -Rated Gypsum Board meets the criteria for Type X special fire resistance, as defined in ASTM C1396. ToughRock Lite -Weight Fire -Rated Gypsum Board is classified for fire -rated assemblies by Underwriters Laboratories LLC (UL). Application Standards ToughRock Lite -Weight Fire -Rated Gypsum Board may be applied according to the Gypsum Association Publication GA -216 or ASTM C840 for non -fire rated construction. For fire resistance rated construction application regarding board orientation, fastener type and spacing shall be consistent with the tested construction details for Type X Gypsum Board. These details are published in the Gypsum Association "Fire Resistance Design Manual GA -600" and "UL Fire Resistance Directory." Handling Precautions Stack gypsum board flat on a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling is also outlined in Gypsum Association Publications GA -216 and GA -801. Take care to avoid impact, undue flexing, and subsequent damage to board edges, ends, and corners. Avoid scuffing the face to be finished. Handling and Use—Caution This product may contain fiberglass which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet Material Safety Data Sheet (MSDS) is available upon request or online at www.buildgLi.com/safetyinfo. continued ---1 �® Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com Board Decoration—Application Standards ToughBock® Lite -Weight Fire -Rated Gypsum Board is designed to accept most types of paints, texture and wall covering materials. Georgia-Pacific Gypsum strongly recommends priming the surface with a full-bodied, quality latex primer before applying a final decorative material. Priming will equalize the suction variation between the joint compounds and the paper surface. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Physical Properties Georgia-Pacific Gypsum recommends application of a sealer prior to applying wallpaper or other wall covering to the board so that the board surface will not be damaged if the covering is subsequently removed during redecorating. Joint treatment must be thoroughly dry before proceeding with primer application and final decoration. Refer to Gypsum Association Publications GA -214 and GA -216 for joint treatment and finishing recommendations. Thickness, nominal inches 5/8" (15.9 marl, ± 1/64" (0.4 mm) Width, nominal 4' (1220 m nk 54" (1372 mink 60" (1524 rare) ±3/32" (2.4 mm) Length, Standard 8' (2440 mm) to 14' (4270 mm), m 1/4" (6.4 mm) Weight', lbs./sq. ft., nominal (kg/m') 2.0 (9.0) Edges Tapered, square or tapered with rounded edges Flexural Strengths spacing, min. Parallel, get. (N) Perpendicular, Ref. IN) z46 (205) -147(654) R Value, ft2•'F•hr/BTU(m'•K/W) 0.56 est. (0.10) Nail Pull Resistance', minimum, Ihf. IN) X87 (387) Hardness', Ibf. (N) (core, edges and ends) -15(67) Humidified Deflection', max. 5/8" 06 mm) Packaging Two pieces per bundle, face-to-face and end taped Surface Burning Characteristics3 (per ASTM E84) Flame Spread Smoke Developed (Core is noncombustible when tested in accordance with ASTM E136.) 15 0 ' Represents approximate weight for design and shipping purposes. Actual weight may vary depending on manufacturing location and other factors 2 Specified minimum values are as defined in ASTM C1396. s Products qualify for NEPA Class A or IBC Class 1. Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West: 1-800-824-7503 Midwest: 1-800-876-4746 South Central: 1-800-231-6060 Southeast: 1-800-327-2344 Northeast: 1-800-947-4497 CANADA Canada Tall Free: 1-800-387-6823 Quebec Tall Free: 1-800-361-0486 U.S.A. and Canada: 1-800-225-6119, www.gpgypsum.com 0P014Gonga Ptaik o psum WC. At tights msomd, P44. GPM Lit ltemi82D9t. TRADEMARKS TOUGHROCK, FIREGUARD X and the GEORGIA -PACIFIC logo are trademarks owned by or licensed to Georgia-Pacific Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools, Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgymum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one-hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one-hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. FLAMEBLOCK' FIRE -RATED OSB SHEATHING FACTORY -APPLIED WOOD COATINGS 060800 LP - Building Products 414 Union St. Nashville, TN 37219 Phone: (800) 999-9105 Phone: (910) 762-9878 Fax: (910) 763-8178 E-mail: customer.support@lpcorp.com www.lpcorp.com This MANU-SPEC® utilizes the Construction Specifications Institute (CSI) Project Resource Manual (PRM), including MasterFormatTM, SectionFormatTM and PageFormatTIV. A MANU-SPEC is a manu- facturer -specific proprietary product specification using the proprietary method of specifying appli- cable to project specifications and master guide specifications. Optional text is indicated by brackets [ ); delete optional text in final copy of specification. Specifier Notes typically precede specification text; delete notes in final copy of specification. Trade/brand names with appropriate trademark and registration symbols, product model numbers, styles and types are used in Specifier Notes and in the specification text Article titled "Acceptable Material." Trademark and registration symbols are not used in specification text. Metric conversion, where used, is soft metric conversion. This MANU-SPEC specifies LP FlameBlock as manufactured by LP - Building Products. Revise MANU-SPEC section number and title below to suit project requirements, specification practices and section content. Refer to CSI MasterFormat for other section numbers and titles. SECTION 06 08 00 FACTORY -APPLIED WOOD COATINGS (FIRE RESISTANT SHEATHING) PART 1 GENERAL 1.01 SUMMARY A. Section includes: wall, roof, and soffit sheathing Specifier Note: Revise paragraph below to suit project requirements. Add section numbers and titles per CSI MasterFormat and specifier's practice. B. Related Sections: 1. Section 06 10 00 Rough Carpentry. 2. Section 06 02 00 Finish Carpentry. 1.02 REFERENCES A. 1.3.2 ASTM International, Reference Standards: 1. 1.3.2.1 ASTM E 84-01, Standard Test Method for Surface Burning Characteristics of Building Materials. 2. 1.3.2.2 ASTM E 108-00, Standard Test Methods for Fire Tests of Roof Coverings. 3. 1.3.2.2 ASTM E 119-00a, Standard Test Methods for Fire Tests of Building Construction and Materials. 4. 1.3.2.4 ASTM D 5516-99a, StandardTest Method for Evaluating the Flexural Properties of Fire Retardant Treated Softwood Plywood Exposed to Elevated Temperatures. 5. 1.3.2.5. ASTM D 6305-9801, Standard Practice for Calculating Bending Strength Design Adjustment Factors for Fire-Retar- dent-Treated Plywood Roof Sheathing. 6. 1.3.3 NFPA 286-00, Standard Test Method of Fire Test for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth, National Fire Protection Association. 7. 1.3.4 UL 790-97, Standard for Tests for Fire Resistance of Roof Covering Materials—with Revisions through July, 1998. B. 1.3.5 UL 1715-97, Standard for Fire Test for Interior Finish Material, Underwriters Laboratories Inc. 9. 1.3.6 UBC 26-2, Test Method for the Evaluation of Thermal Barriers, 1997 Uniform Building CodeTM. 10. 1.3.7 ICC -ES Acceptance Criteria for Foam Plastic Insulation (AC12). B. Canadian Construction Materials Centre (CCMC): 1. Underwriters laboratories a. UL 723 Standard for Surface Burning Characteristics of Building Materials 'r SPEC-DATA"end MANU-SPEC"are reglataretl tredema,ks of Resd EI.Werinc.Thethreepart MMUWSPECfmmat confarm.tothe edit.rlal style of the Conetmctlon/2 Reedlr r1I?",,• _ Speci0ce...heights .ndisu.ed siththelrpennlsslon. The manufacturer Is responsible for technical etch c..WI)08 Reed Cmatmctlon Date. All Rights Reserved. Construction Data ,, MANU Cn `a/ C. California Office of the State Fire Marshall 1. Exterior Wall Siding and Sheathing SFM Standard 12-7A-1 2. Under Eave SFM Standard 12-7A-3 FACTORY -APPLIED WOOD COATINGS x 060800 LP - Building Products 1.03 SUBMITTALS A. General: Submit listed submittals in accordance with Contract Conditions and Section 01 33 00 - Submittal Procedures. B. Product Data: Submit the following for specified products: 1. Product data, including manufacturer's data sheet, for specified products. 2. Manufacturer's installation instructions. 3. Material Safety Data Sheets (MSDS).. C. Test Reports: Certified test reports from recognized testing laboratories showing compliance with specified structural fire sound and performance characteristics and physical properties. F. Evaluation Report: ICC-ESR1365 G. Closeout Submittals: 1. Warranty: Submit warranty documents specified. Specifier Note: Article below should include prerequisites, standards, limitations and criteria that establish an overall level of product and workmanship quality for this section. Coordinate article below with Division 01 Quality Assurance Section. 1.04 QUALITY ASSURANCE A. Qualifications: 1. Manufacturer: a. Has a minimum 15 years experience manufacturing components similar to or exceeding requirements of project. b. Has sufficient capacity to produce and deliver required materials without causing delay in work. 2. Installer: a. Experienced in performing work of this section and who has specialized in installation of work similar to that required for this project. b. Acceptable to the manufacturer. Specifier Note: Retain the following Paragraph when certification related to sustainability submittals is a project requirement. B. Sustainability Standards Certification: Provide certification for r certified by [insert certification organizations name] in accordance with [certification organizations standard]. 1.05 DELIVERY, STORAGE & HANDLING A. Delivery and Acceptance Requirements: 1. Deliver material in accordance with Section 01 61 00 - Common Product Requirements and in accordance with manufac- turer's written instructions. B. Storage and Handling Requirements: 1. Store materials protected from exposure to harmful weather conditions. a. Keep materials dry and store on a hard, dry, level surface not in contact with the ground. b. Store materials in wrapped and strapped bundles stacked no more than 10 feet (3 m) high. c. Support bundles to prevent excessive bowing. Support and separate bundles with 2 x 4 or larger dimension lumber spaced no more than 4 feet apart. 2. Handle individual pieces in a manner to prevent physical damage during measuring, cutting and installation. C. Packaging Waste Management: Specifier Note: The disposal of packaging waste into landfill sites demonstrates an inefficient use of natural resources and consumes valuable landfill space. Specifying appropriate packaging and construction waste management and disposal procedures may contribute to points required for USGBC's LEEDS construction project certification. Specifier Note: Include the following Articles to specify information that will provide direction to the Contractor for the disposal of con- struction waste materials using environmentally responsible methodology other than landfill resources. '{.f! SPEC-DATAsand MANU-SPEC• are regleteredtredemarof of Read Elsevier Inc. nethreepart MANU-SPEC format conforms to the edhodalelyle of the ConaWdlon /7 Read l r'�, I1 iiior3_ .+J Specifications lnatifuteand cowed with their permission. The manufacturer It; responsible for technical accurs,M009 Read Constroctlon Data. All Rights Reserved. CorutmRion Dara MANU(n 0 FACTORY -APPLIED WOOD COATINGS 06 08 00 LP - Building Products 1. Separate waste materials for [reuse] [and] [recycling] in accordance with [Section 01 7419 - Construction Waste Manage- ment and Disposal]. Specifier Note: USGBC's LEED® certification includes credits for the diversion of construction waste from landfill. Diversion can be tracked by either weight or volume but must be consistent for all materials. Manufacturer may reclaim packaging and delivery materials for recycling. 2. Remove packaging materials from site and dispose of at appropriate recycling facilities. 3. Collect and separate for disposal [paper] [plastic] [polystyrene] [corrugated cardboard] packaging material [in appropriate onsite bins] for recycling. 4. Fold metal and plastic banding, flatten and place in designated area for recycling. Specifier Note: Add additional Subparagraphs to include pallets, crates, padding and other packing materials that are typically associated with the specified products. 1.06 WARRANTY: A. Refer to Contract Conditions and Section [01 78 36 - Warranties] for project warranty provisions B. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by authorized com- pany official. Manufacturer's warranty is in addition to, and does not limit, other rights Owner may have under other Contract Documents. PART 2 PRODUCTS Specifier Note: Retain article below for proprietary method specification. Add product attributes, performance characteristics, material standards and descriptions as applicable. Use of such phrases as "or equal" or "or approved equal" or similar phrases may cause ambi- guity in specifications. Such phrases require verification (procedural, legal and regulatory) and assignment of responsibility for determining "or equal" products. 2.01 FIRE-RESISTANT SHEATHING Specifier Note: Paragraph below is an addition to CSI SectionFormat and a supplement to MANU-SPEC. Retain or delete paragraph below per project requirements and specifier's practice. A. Manufacturer: LP - Building Products. 1. Contact: 414 Union St., Nashville, TN 37219; Telephone: (800) 999-9105,(910) 762-9878; Fax: (910) 763-8178; E-mail: cus- tomer.support®Ipcorp.com; website: www.lpcorp.com. Specifier Note: If a Division 01 Section covers substitutions on a project -wide basis, do not repeat the requirement here. Do not include substitution procedures here unless they are not defined elsewhere. 2. Single Source Responsibility: Provide components and materials specified in this section from a single manufacturer. 3. Substitution Limitations: No substitutions permitted Specifier Note: Include an overall description of the system, assembly, product or material. Include required properties or characteristics that do not obviously belong under other titles. Examples: configuration, size and color. B. Description and Performance Requirements: Oriented Strand Board with a proprietary, fire-resistant coating, produced and ap- plied by Barrier Technology Corporation, Watkins, MN. Panels meet the following minimum standards: 1. Flamespread and Smoke Developed Performance: a. Panels shall exhibit a flamespread rating of less than 25 and a smoke developed index of less than 100 when tested on the coated side in a standard 10 -minute test in accordance with ASTM E84, UL 723, or NFPA 255. Advance of flame shall not exceed 10.5 feet after extending test to 30 minute duration. b. Each panel shall bear a Underwriters Laboratories (UL) and Omega Point Laboratory (OPL) classification and inspection stamp. c. Coated panels in Category 15/32 and higher shall exhibit a thermal barrier index of at least 20 minutes when tested in accordance with ASTME-119, UBC 26.2 or UL 1715. 2. Structural Performance and Durability: a. Panels in each Performance Category (formerly called Thickness Category) shall meet or exceed the structural and Exposure 1 requirements described in the manufacturer's specifications, as well as the properties for structural panels described in US Voluntary Product Standard PS2-04. SPEC-DATA"end MARUSPECY are reglatered trademarks of Reed Eastior Inc Thethree part MMU-SPEChamat conforms to the editorial sWo of the ConahucllonReed! I'. us, I".JR Specifications Institute and la used with their permission. The manufacturer is responsible for technical accuracy. 62oofi Reed Construction Data. Al[ F_ Recerved. 42 Constmadion Data MANU =0 FACTORY -APPLIED WOOD COATINGS 06 08 00 LP - Building Products b. Panels shall meet or exceed the bond durability and weather resistance requirements of all tests described in ICC Ac- ceptance Criteria AC264. c. Each panel shall bear a Progressive Engineering Inc (PEI) stamp as certification of compliance with the AC264 criteria and PS2-04 standards. d. Each panel shall bear a stamp describing the Performance Category (formerly called Thickness Category) and span rat- ing of the panel. 2.02 RELATED MATERIALS A. Wood materials: Refer to Division 6 Sections for information on related wood framing materials. B. Fasteners: Use code -compliant fasteners as specified in shop drawings and manufacturer's installation guide. LP FlameBlock is non -corrosive, and does not require corrosion -resistant fasteners. PART 3 EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Verify that conditions of substrates previously installed under other sections or contracts are accept- able for product installation in accordance with manufacturer's instructions prior to installation of [describe product]. 3.02 PREPARATION Specifier Note: Specify preparatory work, such as selective removal of existing work, required prior to execution of new work. Specify requirements for exposure or removal of existing assemblies, components, products or materials. 3.03 INSTALLATION A. Coordinate installation of LP Flameblock in accordance with Section [01 73 00 - Execution] and Section [01 7319 - Installation]. B. Coordinate installation of LP FlameBlock with work of other trades for proper time and sequence to avoid construction delays. C. Compliance: Comply with manufacturer's written data, including product technical bulletins, product catalog installation instruc- tions, product carton installation instructions and approved shop drawings. 1. Accurately fit, align, securely fasten and install free from distortion or defects. 2. Impose no loads other than the weight of the erectors on the structure before it is permanently sheathed. 3. Exercise caution when removing temporary bracing to apply sheathing. 4. After sheathing, do not exceed design loads on members with construction materials. 3.04 FINISHING A. Perform cleanup in accordance with Section 101 74 00 - Cleaning and Waste Management] and Section [01 7413 - Progress Cleaning]. B. Upon completion, remove surplus materials, rubbish, tools and equipment. Specifier Note: Specify special measures needed to minimize waste, collect recyclable waste and dispose of or recycle field -generated construction waste created during demolition, construction or final cleaning. 3.05 CLEANING A. Product may be painted with commonly available latex and oil-based paints. B. Product maybe coated with mold inhibitors or other protectants. Check with manufacturer prior to application to verify compat- ibility with OSB substrate and fire-resistant coating. 3.06 PROTECTION Specifier Note: Coordinate the following Article with Section 01 76 00 - Protecting Installed Construction. A. Protect installed product from damage during and after construction in accordance with Section [01 76 00 - Protecting Installed Construction] r�a. B. Repair damage to adjacent materials caused by LP FlameBlock installation. C. r�_]. END OF SECTION IVSPEC-DATA•and MMU-SPEC•am registeredmademaMe of Reed Elsevier Inc. Thethree ped MANU-SPEC format conforms to the editorial style of the construction//JJ Reedl f e1, ,: Ur. SpeciBcetlons institute and le meed wdh their permission. The manufacturer is responsible for technical accuracy. BBgoB Reed construction Data. All Rights Reserved �i'Constooction Data METAL ROOFING PROFILES 15" Batton Seam u Shadeguard"m m E 9' (228.6 n.ml 86'COYeraY<fSl4.4 mm) 112" Corrugated 2.661' (61.74 mm) F.. E e N: ' 24"Covttape (6U6.6 mm] M5 Snap Seam 1 1/2" Mechanical Seam 20-314"— { lL� Roof Loading Available Box Rib 7.2" 12 (, B2.9U mm, 3B" GovnmUe (819.9 mm) . RetroRibTm If We Can't Make It, You Don't Need It. Los Angeles Corporate Office: 1450 Mirasol St. Los Angeles, Ca. 90023 323-263-9383 fax 323-263-9942 Las Vegas Distribution Office: 5360 Procyon St. Las Vegas, Nv. 89118 702-368-1222 fax 702-368-1226 7/8" Corrugated 288.(69.36 mm, E H (E( e Iy: 82-Cavvepe (812.8 mm) "R" Panel t z (w4 a mm) �- 38 Ooverapo M14A mm) _ 1" Snap Seam - 12",16". 18" —� 15" Batton Seam u Shadeguard"m m E 9' (228.6 n.ml 86'COYeraY<fSl4.4 mm) 112" Corrugated 2.661' (61.74 mm) F.. E e N: ' 24"Covttape (6U6.6 mm] M5 Snap Seam 1 1/2" Mechanical Seam 20-314"— { lL� Roof Loading Available Box Rib 7.2" 12 (, B2.9U mm, 3B" GovnmUe (819.9 mm) . RetroRibTm If We Can't Make It, You Don't Need It. Los Angeles Corporate Office: 1450 Mirasol St. Los Angeles, Ca. 90023 323-263-9383 fax 323-263-9942 Las Vegas Distribution Office: 5360 Procyon St. Las Vegas, Nv. 89118 702-368-1222 fax 702-368-1226 Fire Resistance Bulletin 3 I and I % Hour Fire Rated MBMA Roof Systems The Metal Building Manufacturers Association (MBMA) fire testing activities at Underwriters Laboratories, Inc. has resulted in U.L. listing in their Fire Resistance Directory three MBMA roof systems, U.L. Design No. P516 which utilizes a gypsum wallboard suspended ceiling and U.L. Designs No. P265 and P268 which use an acousti- cal tile lay -in suspended ceiling. U.L. Design No. P516 provides not only a 1 -hour fire resistance rating for the roof assembly but 1 - hour protection for structural members located above the ceiling. U.L. Designs No. P265 and P268 utilize acoustical tile ceiling systems to provide a 1- and 1% — hour roof/ceiling assembly fire resist- ance rating and also provides 1- and 1 %z - hour pro- tection to steel members above the ceiling. In addi- tion, the acoustical tile ceilings may have light fix- ture penetrations and duct outlets in the ceiling if required. An MBMA building with a fire rated roof assembly places the metal building in a totally new class of construction with the following advantages: 1. Allows the metal building to be used in areas previously restricted, such as gymnasiums, auditoriums, skating rinks, or high occupan- cy areas. 2. Places the metal building in Type IB or Type II Fire Resistive Type Construction in the three model building codes (BOCA, ICBO, and SBCCI) if the one- and two- hour fire rated walls, columns, and floors are used in conjunction with the 1- or 1 %z hour roof. 3. Changes the insurance rate from Construction Class 3 to Construction Class 5 reducing the rates by as much as 40 per- cent, as shown in MBMA Insurance Bulletin #5. To take advantage of these fire rated roof systems, one should make a comparison of costs against a non-combustible metal building (standard metal building with no fire resistance ratings), or a sprin- klered metal building, or against a Construction Class 4 where one-hour fire resistive walls are used with a non -fire rated, noncombustible roof. Rates must be developed to see if the return on the addi- tional investment would be beneficial. The most important avenue gained by having a I - or 1%z - hour fire resistive roof assembly is to expand the market for metal buildings for those occupancies where codes* require Type IB or Type II construction. This also permits larger area metal buildings under the code for those occupancies requiring fire rated noncombustible construction. The construction details for the U.L. listed MBMA roof assemblies are as follows: *The building owner's design professional must determine and specify applicable load requirements. Note: This bulletin was previously released as Insurance Bulletin #17 Metal Building Manufacturers Association MBMA.com METAL NG MANUFACTURERS ASSOCIATIONIO Design No. P516 Unrestrained Assembly Ratings -1 Hr. Unrestrained Beam Rating - 1 Hr. 1. Metal Roof Deck Panels* - No. 26 MSG min. galvanized or painted steel. Panels continuous over two or more spans. End laps to occur over purlins with panels overlapped a min, of 4 in. A line of sealant or tape sealant may be used at panel side and end laps. See Roofing Materials and Systems Directory — Metal Roof Deck Panels (TJPV) category for names of manufac- turers. 2. Panel Fasteners - As specified in the respec- tive Classified Roof Deck Construction Number for the Metal Roof Deck Panel. 3. Batts and Blankets* - Any faced glass fiber batt material or mineral wool insulation bearing the UL Classification Marking. See Batts and Blankets* (BZJZ) Category in Fire Resistance Directory or Batts and Blankets* (BKNV) in Building Materials Directory for list of Classified Companies. 4. Steel Roof Purlins - C or Z-shaped, min. 8 in. deep, weighing min. 2.9 lb. per lineal ft. made from min. No. 16 MSG galvanized or painted steel. Spaced max. 60 in. O.C. Purlins may be stiffened at the supports if required per structur- al design. 5. Beam - Steel I beam sections designed as struc- tural supports to the roof purlins. Min. weight of steel I beam is 2.9 lb. per lineal ft. Metal Building Manufacturers Association MBMA.com Fire Resistance Bulletin 3 6. Hanger Wire - No. 12 SWG or heavier galva- nized steel wire; twist -tied to steel roof purlins or joists. Hanger wire attachment spaced not over 60 in. O.C. along cold -rolled channel, and located at ends of the cold -rolled channels at walls. When alternate Steel Framing Members* (Item 8A or 8B) are used, hanger wires are spaced 48 in. O.C. (at every third main runner/cross tee intersection). Hanger wires also located adjacent to each main runner splice location. 7. Cold -Rolled Channel - Min. No. 16 MSG gal- vanized or painted steel channels, 1 '/2 in. deep with 9/16 in. flanges. 8. Furring Channel - No. 25 MSG galvanized steel, 2 5/8 in. wide, 7/8 in. deep, spaced 24 in. O.C. perpendicular to cold -rolled channels: secured to each cold -rolled channel with double strand of No. 18 SWG galvanized steel wire. As an alternate to the furring chan- nels, Steel Framing Members* (Item 8A or 8B) may be used. 8A. Steel Framing Members - (Not Shown) - As an alternate to Item 8. Main runners nom. 12 ft. long, spaced 48 in. O.C. cross tees, measuring 1 %2 in. across the flange and nom. 4 ft. long, installed perpendicular to main runners and spaced 16 in. O.C. Additional cross tees required 4 in, from and on each side of wall- board end joint. 8B. Steel Framing Members - (Not Shown) - As an alternate to Items 8 and 8A. Main runners nom. 12 ft. long, spaced 48 in. O.C. Cross channels, nom. 4 ft. long installed perpendicu- lar to the main runners, spaced 16 in. O.C. Additional cross channels required 4 in. from and at each side of wallboard and joint. USG Interiors, Inc. — Type RX main runner and cross channel. Type DXLG cross tees. Armstrong World Industries, Inc. - Type DFR-8000 *Bearing UL Classification n MBMR METAL BUILDING MANUFACTURERS ASSOCIATIOIR-) 9. Wallboard Gypsum* - Any 5/8 in. thick gyp- sum wallboard bearing the UL Classification Marking as to Fire Resistance. Two layers of 5/8 in. thick by 48 in. wide sheets installed with long dimension perpendicular to the furring channels. Inner layer attached to furring chan- nels using 1 '/4 in. long Type S bugle head steel screws spaced 8 in. O.C. along butted end joints and 12 in. O.C. in the field of the board. Butted end joints to occur midway between continuous furring channels and to be backed by joint backer channel which is centered on the end joints and extends 6 in. beyond both ends of the end joint. Butted end joints to be offset a min. of 24 in. in adjacent courses. Outer layer attached to the furring channels through inner layer using 17/8 in. long Type S bugle head steel screws spaced 8 in. O.C. at butted joints and 12 in. O.C. in the field. Butted end joints to be centered over continuous fur- ring channels and be offset a min. of 12 in. from end joints of inner layer. Rows of screws on both sides of butted end joints of each layer shall be located 3/8 to '/2 in. from end joints. Butted side joints of outer layer to be offset a min. of 18 in. from butted side joints of inner layer. When Steel Framing Members* (Item 8A or 8B) are used, inner layer installed with long dimension perpendicular to cross tees with side joints centered along main runners and end joints centered along cross tees. Inner layer fas- tened to cross tees with 1 '/4 in. long Type S bulge head steel screws spaced 8 in. O.C. along butted end joints and 12 in. O.C. in the field of the board. End joints of adjacent wallboard sheets shall be staggered not less than 4 ft. O.C. Outer layer attached to the cross tees through inner layer using 1 7/8 in. long Type S bulge head steel screws spaced 8 in O.C. at butted end joints and 12 in. O.C. in the field. Butted end joints to be centered along cross tees and be offset a min. of 32 in. from end joints of inner layer. Rows of screws on Metal Building Manufacturers Association MBMA.com Fire Resistance Bulletin 3 Butted side joints of outer layer to be offset a min. of 18 in. from butted side joints of inner layer. See Wallboard Gypsum (CKNX) category for names of manufacturers. *Bearing the UL Classification Marking Design No. P265 Restrained Assembly Rating - 1 or 1'% Hr. See Item 3 Unrestrained Assembly Rating - 1 or 1'% Hr. See Item 3 Unrestrained Beam Rating —1'% Hr. 1. Metal Roof Deck Panels* - No. 26 MSG min. galvanized or painted steel. Panels continuous over two or more spans. End laps to occur over purlins with panels overlapped a min. of 4 in. A line of sealant or tape sealant may be used at panel side and end laps. See Roofing Materials and Systems Directory — Metal Roof Deck Panels (TPJV) category for names of manufacturers. 2. Panel Fasteners - As specified in the respec- tive Classified Roof Deck Construction Number for the Metal Roof Deck Panel. *Bearing the UL Classification Marking METAL MANUFACTURERS ASSOCIATIONX 3. Batts and Blankets* - For the 1 hr. ratings, faced compressible, min. 3 in., max. 4 in., thick glass fiber batt insulation, weighing between 0.6 and 0.7 pcf. Installed at the bottom side of the roof deck panels and supported by the steel mesh Item 4. For 1'/z hr. Restrained and Unrestrained Assembly ratings, the thickness of the glass; fiber batt insulation shall be 4 in. and the side edges of the baits must be over- lapped a min. of 2 in. Any glass fiber batt mate- rial bearing the UL Classification Marking. See Batts and Blankets* (BZJZ) Category in Fire Resistance Directory or Batts and Blankets* (BKNV) in Building Materials Directory for list of Classified Companies. 4. Steel Mesh - Hexagonal shaped wire mesh, with 1 in. wide openings, made from No. 20 gauge galvanized steel wire. Draped over purlins under Insulation Item 3. 5. Steel Roof Purlins - C- or Z-shaped, min. 8 in. deep, weighing min. 2.9 lb. per lineal ft., made from min. No. 16 MSG galvanized or painted steel. Spaced max. 60 in. O.C. purlins may be stiffened at the supports if required per struc- tural design. 6. Beam - Steel beam sections, min. 8 in. deep, designed as structural supports to the roof purlins. Min. weight of steel beam is 2.9 lb. per lineal ft. 7. Cold -Rolled Channels - No. 16 MSG cold- rolled steel channels, 1'/2 in. deep min., with 9/16 in. flanges. Installed perpendicular to the purlins, spaced 24 in. O.C. and located as need- ed to support the ceiling. Cold -rolled channels supported by No. 12 SWG steel hanger wires, twist -tied to steel roof purlins. Hanger wire attachment to purlins not to exceed 60 in. O.C. along cold -rolled channel, and located at ends of cold -rolled channels at walls. Metal Building Manufacturers Association MBMA.com Fire Resistance Bulletin 3 8. Hanger Wire - No. 12 SWG galvanized steel wire, twist -tied to cold -rolled channels. Hanger wires shall be spaced 48 in. O.C. along main runners adjacent to intersections with cross tees, with additional wires located adja- cent to main runner splices. One hanger wire is required at first hole of main runner web out- side of the fixture grid module at each comer of light fixture, and at midspan of all 4 ft. cross tees. 9. Air Duct - Min. 0.023 in. thick (No. 24 gauge) galvanized steel. Total area of duct openings per 100 sq. ft. of ceiling area not to exceed 576 sq. in. with area of individual duct openings not to exceed 576 sq. in. Max dimension of open- ings 30 in. Inside and outside faces of duct out- let throat protected with %6 in. thick ceramic fiber paper laminated to the metal. Duct sup- ported by 1% in. deep, min. 0.053 in. thick (16 gauge) coldrolled steel channels spaced not over 48 in. O.C. suspended by No. 12 SWG galvanized steel wire. 10. Damper - Min. 0.056 in. (16 gauge) galva- nized steel, sized to overlap duct opening 2 in. min. Protected on both sides with 1/16 in. thick ceramic fiber paper laminated to the metal and held open with a Fusible Link (Bearing the UL Listing Mark). In lieu of the damper described above, Duct Outlet Protection System A, as described in the General Information Section may be used with steel ducts. 11. Fixtures, Recessed Light (Bearing the UL Listing Mark) - Fluorescent lamp type, steel housing, nominal 2 by 4 ft. size. Fixtures spaced so their area does not exceed 24 sq. ft. per 100 sq. ft. of ceiling area. Wired in confor- mance with the National Electric Code. *Bearing the UL Classification Marking mBmlq METAL BUILDING MANUFACTURERS ASSOCIATION* 12. Fixture Protection — Acoustical Material* - Cut to form a five -sided enclosure, trape- zoidal in cross-section. The fixture protection consists of 23 3/4 by 47 3/4 in. by 5/8 or 3/4 in. thick top piece; two 8 7/8 by 47 3/4 in. by 5/8 or 3/4 in. thick side pieces, and two 5 7/8 by 23 3/4 in. by 5/8 or 3/4 in. thick end pieces. The side pieces and top pieces are laid in place and each end piece attached to the top piece with three 8d nails spaced 8 in. O.C. Armstrong World Industries, Inc. — 5/8 in. Type PC: 5/8 or % in. Type P 13. Steel Framing Members* - Main runners, nom. 12 ft. long, spaced 4 ft. O.C. Cross tees, nom. 4 ft. long, installed perpendicular to main runners and spaced 2 ft. O.C. For nom. 24 by 24 in. panels, cross tees nom. 2 ft. long installed perpendicular to 4 ft. cross tees and spaced 4 ft. O.C. Armstrong World Industries, Inc. - Types AFG, FST -6000, -8000 13A. Steel Framing Members* - For use with nom. 600 by 600 or 1200 nun. metric size panels described under Item 14. Main runners nom. 3600 mm. long spaced 1200 mm. O.C. Cross tees nom. 1200 mm. long installed perpendi- cular to main runners and spaced 600 mm. O.C. For nom. 600 by 600 mm. panels, cross tees nom. 600 mm. long installed perpendicu- lar to 1200 mm. cross tees and spaced 1200 mm. O.C. Armstrong World Industries, Inc. - Types AFC, FST -6000, -8000 Metal Building Manufacturers Association MBMA.com Fire Resistance Bulletin 3 14. Acoustical Material* - Nom. 24 by 24 or 48 in. by 5/8 or 3/4 in. thick lay -in panels. Border panels supported at walls by min. 0.016 in. thick (26 gauge) painted steel angles with 7/8 in. legs. (S) = Surface perforations. Armstrong World Industries, Inc. — 3/4 in. Type P(S) or 5/8 in. Type PC(S) 15. Hold Down Clips (Not Shown) - No. 24 MSG spring steel, placed over cross tees 2 ft. O.C. 16. Batts and Blankets* - Nom. 24 in. wide by 6 in. thick baits or rolls of glass fiber insulation placed directly on the back of ceiling panels and steel framing members (grid system) so as to cover both the ceiling panels and the grid with end joints staggered with respect to the grid, where possible. Nom. 24 in. wide by 48 in. long by 6 in. thick piece placed over top piece of light fixture protection. Density of glass fiber insulation to be between 0.58 and 0.78 pef. Batts and Blankets to be Classified with respect to Surface Burning Characteristics, with Flame Spread value of 25 or less. See Batts and Blankets* (BZJZ) Category in Fire Resistance Directory or Batts and Blankets* (BKNV) Category in Building Materials Directory for list of Classified Companies. *Bearing the UL Classification Marking Continued on next page METAL BUILDING MANUFACTURERS Design No. P268 Restrained Assembly Rating - 1 or 1'% Hr. See Item 3 Unrestrained Assembly Rating - 1 or 1% Hr. See Item 3 Unrestrained Beam Rating —1 '/� Hr. As Classified in Underwriters Laboratories, Inc. Fire Resistance Directory, dated 1996, and any subsequent issues. Documented by File R4651, Project 94NK2226. 1. Metal Roof Deck Panels* - No. 26 MSG min. galvanized or painted steel. Panels continuous over two or more spans. End laps to occur over purlins with panels overlapped a min. of 4 in. A line of sealant or tape sealant may be used at panel side and end laps. See Roofing Materials and Systems Directory — Metal Roof Deck Panels (TPJV) category for names of manufacturers. 2. Panel Fasteners - As specified in the respec- tive Classified Roof Deck Construction Number for the Metal Roof Deck Panel. 3. Batts and Blankets* - For the 1 hr. ratings, faced compressible, min. 3 in., max. 4 in., thick glass fiber batt insulation, weighing between 0.6 and 0.7 pcf. Installed at the bottom side of the roof deck panels and supported by the steel mesh Item 4. For 1 %2 hr. Restrained and Unrestrained Assembly ratings, the thickness of the glass fiber batt insulation shall be 4 in. Metal Building Manufacturers Association MBMA.com Resistance Bulletin 3 and the side edges of the batts must be over- lapped a min. of 2 in. Any glass fiber batt mate- rial bearing the UL Classification Marking. See Batts and Blankets* (BZJZ) Category in Fire Resistance Directory or Batts and Blankets* (BKNV) in Building Materials Directory for list of Classified Companies. 4. Steel Mesh - Hexagonal shaped wire mesh, with 1 in. wide openings, made from No. 20 gauge galvanized steel wire. Draped over purlins under Insulation Item 3. 5. Steel Roof Purlins - C- or Z- shaped, min. 8 in. deep, weighing min. 2.9 lb per lineal ft., made from min. No. 16 MSG galvanized or painted steel. Spaced max. 60 in. O.C. Purlins may be stiffened at the supports if required per struc- tural design. 6. Beam Steel beam sections, min. 8 in. deep, designed as structural supports to the roof purlins. Min. weight of steel beam is 2.9 lb per lineal ft. 7. Cold -Rolled Channels - No. 16 MSG cold- rolled steel channels, 1 %z in. deep min., with 9/16 in. flanges. Installed perpendicular to the purlins, spaced 24 in. O.C. and located as need- ed to support the ceiling. Cold -rolled channels supported by No. 12 SWG steel hanger wires, twist -tied to steel roof purlins. Hanger wire attachment to purlins not to exceed 60 in. O.C. along cold -rolled channel, and located at ends of cold -rolled channels at walls. 8. Hanger Wire - No. 12 SWG galvanized steel wire, twist -tied to cold -rolled channels. Hanger wires shall be spaced 48 in. O.C. along main runners adjacent to intersections with cross tees, with additional wires located adjacent to main runner splices. One hanger wire is required at first hole of main runner web out- side of the fixture grid module at each comer of light fixture, and at midspan of all 4 ft. cross tees. *Bearing the UL Classification Marking MBMR METAL BUILDING MANUFACTURERS ASSOCIATION41' 9. Air Duct - Min. 0.023 in. thick (No. 24 gauge) galvanized steel. Total area of duct openings per 100 sq. ft. of ceiling area not to exceed 576 sq. in. with area of individual duct openings not to exceed 576 sq. in. Max. dimension of open- ings 30 in. Inside and outside faces of duct out- let throat protected with 1/16 in. thick ceramic fiber paper laminated to the metal. Duct sup- ported by 1 %2 in. deep, min. 0.053 thick (16 gauge) cold -rolled steel channels spaced not over 48 in. O.C. suspended by No. 12 SWG galvanized steel wire. 10. Damper - Min. 0.056 in. (16 gauge) galva- nized steel, sized to overlap duct opening 2 in. min. Protected on both sides with 1/16 in. thick ceramic fiber paper laminated to the metal and held open with a Fusible Link (Bearing the UL Listing Mark). In lieu of the damper described above, Duct Outlet Protection System A, as described in the General Information Section may be used with steel ducts. 11. Fixtures, Recessed Light (Bearing the UL Listing Mark) - Fluorescent lamp type, steel housing, nominal 2 by 4 ft. size. Fixtures spaced so their area does not exceed 24 sq. ft. per 100 sq. ft. of ceiling area. Wired in confor- mance with the National Electric Code. 12. Fixture Protection — Acoustical Material* - Cut to form a five -sided enclosure, trapezoidal in cross-section. The fixture protection consists of 23 3/4 by 47 3/4 in. by 5/8 or 3/4 in. thick top piece; two 8 7/8 by 47 3/4 in. by 5/8 or 3/4 in. thick side pieces, and two 5 7/8 by 23 3/4 in. by 5/8 or 3/4 in. thick end pieces. The side pieces and top pieces are laid in place and each end piece attached to the top piece with three 8d nails spaced 8 in. O.C. USG Interiors Inc. - 5/8 in. Type FR -4; or 3/4 in. Types FR -83, GR -1 or FR -81 Metal Building Manufacturers Association MBMA.com Fire Resistance Bulletin 3 13. Steel Framing Members* - Main runners, nom. 12 ft. long, spaced 4 ft. O.C. Cross tees, nom. 4 ft. long, installed perpendicular to main runners and spaced 2 ft. O.C. Cross tees nom. 2 ft. long installed perpendicular to 4 ft. cross tees and spaced 4 ft. O.C. U.S.G. Interiors, Inc. - Types DXL, DXLA, or ZXLA 14. Acoustical Material* - Nom. 24 by 24 or 48 in. by 5/8 or 3/4 in. thick lay -in panels. Border panels supported at walls by min. 0.016 in. thick (26 gauge) painted steel angles with 1 in. legs. See Acoustical Materials (BYIT), USG Interiors, Inc., for specific tile details. USG Interiors, Inc. — 5/8 in. Type FR -4 or 3/4 in. Types FR -83, GR -1, or FR -81 15. Batts and Blankets* - Nom. 24 in. wide by 6 in. thick baits or rolls of glass fiber insulation placed directly on the back of ceiling panels and steel framing members (grid system) so as to cover both the ceiling panels and the grid with end joints staggered with respect to the grid, where possible. Nom. 24 in. wide by 48 in. long by 6 in. thick piece placed over top piece of light fixture protection. Density of glass fiber insulation to be between 0.58 and 0.78 pcf. Batts and Blankets to be Classified with respect to Surface Burning Characteristics, with Flame Spread value of 25 or less. See Batts and Blankets* (BZJZ) Category in Fire Resistance Directory or Batts and Blankets* (BKNV) Category in Building Materials Directory for list of Classified Companies. *Bearing the UL Classification Marking Additional Information: Metal Building Manufacturers Association, Inc. 1300 Sumner Avenue • Cleveland, Ohio 44115-2851 216-241-7333 •216-241-0105(fax) Email: mbma@mbma.com Website: www.mbma.com ICC -ES Legacy Report NER-405* Reissued April 2004 www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® Legacy report on the 2000 International Building Codee, the BOCA' National Building Code/1999 the 1999 Standard Building Code , the 1997 Uniform Building Codem, the 2000 International Residential Code4, the 2002 Accumulative Supplement to the International Codes" and the 1998 International One and Two Family Dwelling Code DIVISION O6 —WOOD AND PLASTICS Section 06160 —Sheathing DIVISION 07 — THERMAL AND MOISTURE PROTECTION Section 07450 — Fiber -Reinforced Cementitious Panels Section 07460 —Siding JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (909) 356.6366 www.jameshardle.com 1.0 SUBJECT 1.1 SIDING AND SOFFIT BOARDS 1.1.1 Hardiplank ® lapsiding 1.1.2 Hardiflex7m anel 1.1.3 Hardipanel siding 1.1.4 Harditez ® baseboard 1.1.5 Hardisoffit®panel 1.1.6 HardishingleTM cladding 1.1.7 HardishingleT panel 1.1.8 Hardipanel ® Shiplap 1.2 LINING BOARD AND UNDERLAYMENT 1.2.1 Titan ® panel 1.2.2 Hardibacker® backerboard 1.2.3 Hardibacker ® underlayment 1.2.4 Titan ®-FR panel 1.2.5 Hardibacker 500 ® backerboard 1.3 SUBFLOOR PANELS 1.3.1 Compressed SheetT 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 2.1 Exterior Wall Covering 2.2 Structural Performance 2.3 Noncombustible Construction 2.4 Fire -resistive Construction 2.5 Thermal Resistance 3.0 DESCRIPTION 3.1 GENERAL The exterior siding and soffit boards, interior lining and underlayment, and subfloor panels are single -faced, cellulose fiber -reinforced cement (fiber -cement) building boards. The Titan ®-FR panel is a composite panel composed of a 1/8 -inch -thick (3.2 mm) fiber -cement skin laminated to 1/2 -inch -thick (12.7 mm) proprietary Type X gypsum board. All fiber -cement planks and panels are produced from the same components and differ in surface treatments and board configurations. Exterior siding and soffit boards are identified as Hardiplank® (HardihomeTM, SentryTM, Colonial Smooth®, Colonial Roughsawn , Cemplank® and HardishingleT""), Hardiflex7m, Hardipanel® Cempanele, Harditez baseboard, Hardisoffit ®, Cemsoffit4 boards, HardishingleTei panel and HardishingleTe' cladding shingles. Interior backerboards and underlayments are identified as Titan , Hardibacker® (backerboard), Hardibacker® (underlayment), Ultraboard® and Titan® -FR panel. Subfloor panels are identified as Compressed Sheet. The planks, panels, and shingles are manufactured by the Hatschek process and cured by high-pressure steam autoclaving. All products are cut to shape on-site by the score -and -snap method using a tool available from the manufacturer, a hand guillotine or a handsaw utilizing a carbide blade. The fiber -cement products have a flame -spread index of 0 and a smoke developed index of 5 when tested in accordance with ASTM E84. The products are classified as noncombustible when tested in accordance with ASTM E136. The siding and soffit products comply with ASTM C1186, Standard Specification for Grade 11, Type A, Non -Asbestos Fiber -Cement Flat Sheets. The subfloor panels comply with ASTM C1186, Standard Specification for Grade IV, Type A, Non -Asbestos Fiber -Cement Flat Sheets. The interior lining products, Hardibacker® and Titan*, comply with ASTM C1288, Standard Specification for Grade 11 Discrete Non -Asbestos Fiber -Cement Interior Substrate Sheets. The interior lining product Hardibacker 500® complies with ASTM C1288, Standard Specification for Grade I Discrete Non -Asbestos Fiber -Cement Interior 'Revised May 2014 /CC -ES E,mluadan Reports are not to be constraed as representing aesthetics or any other caribous not specifically addressed, not are they to be consbxred as an endorsement ofthe subject ofthe report or a rncornmendation far its ase There is no warranty by ICC Evaluation Socks, LLC, express or implied, as to anyjaming or other matter in this report, oras to anyprodect comiedby the report Copyright 0 2014 Page 1 of 36 NER-405 j Most Widely Accepted and Trusted 'Page 2 of 35 Substrate Sheets. All interior lining boards comply with ANSI Al 18.9 as cementitious backer units. When tested in accordance with ASTM C177, "K" and "R" values for the products are as shown in Table 4 of this report. When tested in accordance with ASTM E96, products with a thickness of '/4 -inch (6.4 mm) or greater have demonstrated the permeance values given in Table 5 of this report. 3.1.1 James Hardie Trade Names Hardiplank® HardihomeTM Cemplank® Hardipanele SentryTM Cempanel® Colonial Smooths HardiflexTM Colonial Woodgraie Harditee HardisoffiP Hardie Cemsoffit® James Hardie® _ Hardibacker Titan =FR shank by 0.300 in. (7.6 mm) HD by 11/4 in. -long (32 mm) ET & F brand Stud Nails. The lap conceals the fasteners in the previous course. Off -Stud Splice Device: Vertical joints of the planks shall butt over framing members or between the framing members when an "off -stud splice device" is placed on each plank end. The splice device's bottom lip is placed over the adjacent solid course of planks. The plank is then fastened to the framing. The abutting plank is positioned and fastened into place ensuring that the lower edges of the two planks align. The metal device is located centrally over the joint. Restrictions on the "off -stud splice device" locations are as follows: Splices shall be located a minimum of two stud cavities from wall corners. Successive splices within the same plank course shall be located no closer than 48 inches (1219 mm) from one another. Splices shall be staggered at minimum 24 -inch (610 mm) intervals when located in the same wall cavity. Ultraboard® Max "C"TM Splices shall be at least one stud cavity away from door or window openings. Titans Hardibacker 500® Hardirock® 3.2 SIDING AND SOFFIT BOARDS Hardiplank®, HardifleXW, Hardipanel®, Harditez baseboard, HardishingleTm planks and panels, HardisingleTM cladding shingles, and Hardisoffie boards are used as siding on exterior walls and soffits. The exterior siding and soffit products may be supplied unprimed or primed for subsequent application of a compatible primer and/or exterior -grade topcoat(s). Nominal dimensions are noted in Table 1 of this report, maximum basic wind speeds in Tables 2a, 21b, 6, 7, 8, and 9 of this report, and maximum shear values in Table 3 of this report. 3.2.1 Hardiplank® (HardihomeTM, SentryTM, Colonial Smooth®, Colonial Roughsawne, Hardishinglem and Cemplank®) Lap Siding 3.2.1.1 General: Lap siding is available in various finish textures. The siding is applied horizontally commencing from the bottom course of a wall with minimum 1'/4 -inch - wide (32 mm) laps at the top edge. Vertical joints butt over studs except where the "off -stud splice device" is utilized as described in Section 3.2.1.2 of this report, or where the planks are installed over solid panel sheathing. When installed on wood -framing members, the siding shall be fastened either through the overlapping planks (face nailed) or through the top edge of single planks (blind nailed) with corrosion -resistant nails into each wood - framing member. The lap conceals the fasteners in the previous course when blind nailed. When attached to metal framing members, the siding is fastened either through the overlapping planks with 1% -inch -long (41 mm) No. 8 by 0.323 -inch (8.2 mm) HD, self -drilling, corrosion -resistant, ribbed buglehead screws or with 0.100 in. (2.54 mm) shank by 0.25 -in. (6.4 mm) HD by 11/2 -in: long (38 mm) ET & F brand pin fasteners at each metal framing member, or through the top edge of single planks with minimum 11/inch-long (32 mm) No. 8 by 0.375 -inch (9.5 mm) HD, self -drilling, corrosion -resistant, ribbed waferhead screws or with 0.100 in. (2.54 mm) shank by 0.313 in. (7.5 mm) HD by 1'/ in. -long (38 mm) ET & F Panelfaste brand fasteners at each metal framing member. Planks may also be fastened to a wall constructed of concrete masonry units complying with ASTM C90 with 0.14 in. (3.5 mm) Where a specified level of wind resistance is required, plank lap siding shall be attached to solid panel sheathing or framing members, appropriately spaced, with fastener types, lengths, and spacing described in Tables 2b and 9 of this report. 3.2.2 HardiflexTM Siding (Hardipanel® Smooth) HardiflexTM siding is used as an exterior wall cladding. The siding has a smooth unsanded surface. Dimensions are as noted in Table 1 of this report. Fasteners are installed with a minimum 3/8 -inch (9.5 mm) edge distance and a minimum 2- inch (51 mm) clearance from corners. Joints are fastened at abutting sheet edges and optionally protected by polyvinyl chloride (PVC) joint treatment, lumber battens or sealant. Where a specified level of wind resistance or shear resistance is required, the Hardiflexm panel is attached to framing members, appropriately spaced, with fastener types, lengths, and spacing described in Table 2a and Table 3 of this report. 3.2.3 Hardipanel® Siding (Cemplank® Siding) Hardipanel® siding is available in various surface textures including smooth. Dimensions are noted in Table 1 of this report. Fasteners are installed with a minimum Winch (9.5 mm) edge distance and a minimum 2 -inch (51 mm) clearance from corners. Joints are fastened at abutting sheet edges and optionally covered by polyvinyl chloride (PVC) joint treatment, lumber battens or sealant. Where a specified level of wind resistance or shear resistance is required, the Hardipanel® siding is attached to framing members, appropriately spaced, with fastener types, lengths, and spacing described in Tables 2a and 3 of this report. 3.2.4 Harditee Baseboard Harditee baseboard is for exterior applications to walls and soffits. Dimensions are noted in Table 1 of this report. Harditee baseboard has a smooth finish and is available with either tapered or trough edges on the two long sides for joint treatment or all square edges. Harditez baseboard is supplied either sealed or unsealed for the subsequent application of a primer or sealer by the end user as a component in a direct -applied exterior coating or finish system. Joints shall be sealed with a sealant or bedding compound, including any required joint reinforcing NER405 I Mdst Widely Accepted and Trusted Page 3 of 35 mesh or tape, specified by the coating manufacturer. Other installation details are in accordance with Section 3.2.2 of this report. Harditez baseboard has been evaluated for water -resistive qualities but its use as an alternative to a weather -resistive barrier is outside the scope of this report, see Section 7.4 of this report. Where a specified level of wind resistance or shear resistance is required, the Harditez baseboard is attached to framing members, appropriately spaced, with fastener types, lengths, and spacing described in Table 2a or 3 of this report. 3.2.5 Hardisoffit® Board (Cemsoffie Board) Hardisoffit® board is for use as exterior vented or unvented soffits. Hardisoffit® board is available with either a wood - grain texture or a smooth unsanded surface. Vented Hardisoffit® provides 5 square inches of net free ventilation per lineal foot of soffit. Dimensions are noted in Table 1 of this report. All Hardisoffit® board edges are supported by framing with fasteners installed with a minimum 3/e -inch (9.5 mm) edge distance and minimum 2 -inch (51 mm) clearance from corners. Hardisoffit® boards are attached to framing members with fastener types, lengths, and spacings described in Tables 2a and 3 of this report. 3.2.6 HardishingleT"' Cladding (individual shingles) HardishingleT"' cladding shall be installed over solid wall sheathing which complies with the applicable code. Dimensions are as noted in Table 1 of this report. The wall sheathing shall be protected by a weather -resistive barrier which complies with the applicable code. When HardishingleT"^ cladding is installed over minimum 15/32 -inch -thick (11.9 mm) plywood complying with the applicable code, with two corrosion -resistant roofing nails [0.121 -inch (3.1 mm) shank diameter by 0.371 -inch (9.4 mm) head diameter by 11/4 -inch -long (32 mm)] spaced a maximum of 1 inch (25.4 mm) from each edge and the nails positioned to be covered 1 inch nominally by the succeeding course, the maximum allowable wind loads, building heights, and exposure categories for the systems installed with 8-, 7-, and 6 -inch (203, 178, and 152 mm) weather exposures, shall be as indicated in Tables 6A, 6B, and 6C of this report. Nails shall secure siding but shall not be overdriven. When HardishingleT"^ cladding is installed over minimum 7/16 -inch -thick (11.1 mm) Oriented Strand Board (OSB), complying with the applicable code, with two corrosion - resistant siding nails [0.091 -inch (2.3 mm)shank diameter x 0.221 -inch (5.5 mm) head diameter by 11/2 -inch -long (38 mm)) spaced a maximum of 1 inch (25.4 mm) from each edge and the nails positioned to be covered 1 inch nominally by the succeeding course, the maximum allowable wind loads, building heights, and exposure categories for the systems installed with 8-, 7-, and 6 -inch (203, 178, and 152 mm) weather exposures, shall be as indicated in Tables 7A, 7B, and 7C of this report. Nails shall secure siding but shall not be overdriven. When HardishingleTMcladding is installed over minimum 7/le-inch-thick (11.1 mm) Oriented Strand Board (OSB), complying with the applicable code, with three corrosion - resistant siding nails [0.091 -inch (2.3 mm) shank diameter x 0.221 -inch (5.5 mm) head diameter by 11/2 -inch -long (38 mm)] for 12 -inch -wide (305 mm) shingles and two corrosion -resistant siding nails for 6- and 8 -inch -wide (152 mm and 203 mm) shingles, the maximum allowable wind loads, building heights, and exposure categories for the systems installed with 8-, 7-, and 6 -inch (203, 178, and 152 mm) weather exposures, shall be as indicated in Tables 8A, 8B, and 8C of this report. One siding nail shall be spaced a maximum of 1 inch (25.4 mm) from each edge on the panel, with the third siding nail installed midspan of the 12 -inch (305 mm) wide shingles. All nails shall be covered 1 inch nominally by the succeeding course. Nails shall secure siding but shall not be overdriven. 3.2.7 HardishingleTM Panels HardishingleT"' panels have a woodgrain texture and are available in three configurations: half -round®, staggered - edge®, and square -edge . Dimensions are as noted in Table 1 of this report. The siding is applied horizontally to braced wall framing complying with the applicable code commencing from the bottom course of a wall. Install HardishingleTM panels with joints in moderate contact. Due to the overlapping of the panels, joint sealant is not required. Fasteners are a minimum 0.083 -inch (2.1 mm) shank x 0.187 -inch (4.7 mm) HD by 11/2 -inch -long (33 mm) corrosion -resistant siding nail. For application to open braced framing, vertical joints butt over studs. Where a specified level of wind resistance is required, HardishingleTM panel sidings are attached to framing members appropriately spaced or to solid wall sheathing, with fastener types, lengths, and spacing described in Table 2 of this report. Secure a '/4-inch4hick (6.4 mm) lath® trip and a minimum 9'/4 -inch -wide (235 mm) Hardiplank lap siding starter course. Trim the first panel so the end aligns with the furthest stud. Allow trimmed panel X18 inch (3.2 mm) from the trim board for caulk and secure above keyways [approximately 8 inches (203 mm) clearance from butt edge of panel] on 16- inch (406 mm) or 24 -inch (310 mm) centers [133/4 -inch (349 mm) centers maximum for application only to minimum 7/1e- inch -thick (11.1 mm) APA rated Oriented Strand Board sheathing]. Work across the wall allowing '/a -inch (3.2 mm) gap from trim. Start the second course, and every following even number course (i.e. fourth, sixth) by moving the equivalent of one full stud cavity from the straight edge end (the left side). Save this piece for the other end of the wall. Secure the beginning panel leaving '/e -inch (3.2 mm) clearance from the trim board for caulking. Position nails to penetrate through the previous course and into the framing members or Oriented Strand Board. When a course is broken by a window or doorway, continue the application as if the wall was complete. Trimming for the opening and using the resulting piece may throw off the spacing above the break. 3.2.8 Hardipanel®Shiplap Panel Siding Hardipanel® Shiplap panel siding is used as an exterior wall cladding. The siding is available in various surface textures including smooth. Dimensions are noted in Table 1 of this report. Fasteners are installed with a minimum %-inch (9.5 mm) edge distance and a minimum 2 -inch (51 mm) clearance from corners. Where a specified level of wind resistance or shear resistance is required, the Shiplap panel siding is attached to framing members, appropriately spaced, with fastener types, lengths, and spacing described in Tables 2a and 3 of this report. 3.3 LINING BOARD AND UNDERLAYMENT Titan panel, Hardibacker and Hardibacker 500® (ceramic tile backerboards), and Hardibacker® underlayment are used as wet or dry area lining/underlayment substrates applied to the interior of buildings. Titan =FR (tapered - edge) panel is only intended for dry interior wall and ceiling applications. 3.3.1 Titan Panel Titan® panel is only intended for interior walls and ceilings including shower and bath areas. Subsequent finishing NER-405 I Most Widely Accepted and Trusted 'Page 4 o 35 using paint, wallpaper or tile is required as indicated in Sections 3.3.1.1 and 3.3.1.2 of this report. The panel has a smooth finish with tapered edges on the two long dimensions for joint treatment. Dimensions are noted in Table 1 of this report. Maximum shear values are noted in Table 3 of this report. 3.3.1.1 Paint or Wallpaper Finish: Titan® panel is installed with the long dimension either vertical or horizontal to nominal 2 x 4 wood framing members or minimum No. 20 gage (0.0329 -inch) steel framing members, spaced a maximum of 24 inches (610 mm) on center with end joints staggered from adjacent courses in both vertical and horizontal applications. To fasten to wood framing members, minimum 13/8 -inch -long (35 mm) gypsum board nails or minimum 1 -inch -long (25.4 mm) No. 8 x 0.323 -inch (8.2 mm) HD self -drilling, corrosion - resistant, ribbed buglehead screws are used and spaced a maximum of 8 inches (203 mm) on center at all supports. To fasten to metal framing members, minimum 1 -inch -long (25.4 mm) No. 8 x 0.323 -inch (8.2 mm) HD self -drilling, corrosion -resistant, ribbed buglehead screws are used and spaced a maximum of 6 inches (152 mm) on center at all supports. Fasteners shall be located at least 3/8 inch (9.5 mm) from board edges, and 2 inches (51 mm), minimum, from lining board corners. Panels are placed with a minimum '/4 -inch (6.4 mm) clearance from the floor surface. Metal or PVC corner angles are attached with the above described nails or screws placed approximately 12 inches (305 mm) on center. A flush -joint procedure is permitted on Titan panels. Gypsum board joint compounds, complying with ASTM C474 and C475, shall be troweled into the joints. Paper joint tape is embedded into the wet joint compound and allowed to dry thoroughly. A second coat of joint compound, approximately 8 inches (203 mm) wide, is then applied across the joint and allowed to dry. A third coat of topping compound, 10 inches (254 mm) wide, is applied across the joint. Topping compound shall also be applied over all fastener heads in intermediate locations. Internal corners are finished by filling with joint compound, working the joint tape into the joint, and applying a second coat of joint compound. A third coat of topping compound is applied over the area. External corners are treated by filling the joint with joint compound and allowing it to thoroughly dry. Corrosion - resistant metal or PVC corner angles are then fastened to the corner, followed by a second coat of joint compound. When the second coat is completely dry, a third coat of topping compound is applied over the area. Topping compound is also applied over all fastener heads in intermediate locations. 3.3.1.2 Tile Finish: Titan® panel is installed with the long dimension either vertical or horizontal to nominal 2 x 4 wood -framing .members or minimum No. 20 gage (0.0329- inch, 0.84 mm) metal framing members spaced 24 inches (610 mm) on center, maximum, with end joints staggered from adjacent courses in both vertical and horizontal applications. To comply with ANSI A108.11, framing members are spaced 16 inches (406 mm) on center, maximum. To fasten to wood framing members, minimum 1'/4 -inch -long (32 mm), corrosion -resistant (galvanized or stainless steel) roofing nails, or 1'/4 -inch - long (32 mm) No. 8 x 0.375 -inch (9.5 mm) HD self -drilling, corrosion -resistant, ribbed waferhead screws are used and spaced a maximum of 6 inches (152 mm) on center at all supports. To fasten to metal framing members, minimum 1'/4 -inch -long (32 mm) No. 8 x 0.375 -inch (9.5 mm) HD self -drilling, corrosion -resistant, ribbed waferhead screws are used and spaced a maximum of 6 inches (152 mm) on center at all supports. Fasteners are located at least 3/8 inch (9.5 mm) from board edges, and 2 inches (51 mm), minimum, from board corners. Corner gaps are filled with a flexible, silicone sealant compatible with fiber -cement. Panels are placed with a minimum 1/4 -inch (6.4 mm) clearance from the floor surface. This gap shall be free of adhesive and grout and filled with a flexible sealant. On large tiled areas, movement joints are provided in the walls in accordance with ANSI All 08, Section AN -3.7. A flush -joint procedure is permitted on Titan® panel. The same type of tile adhesive or mortar used to set the tiles shall be troweled into joints as a joint compound. Joints shall be reinforced with 2 -inch (51 mm) wide, high- strength, coated, alkali -resistant, glass fiber reinforcing joint tape embedded into the wet tile adhesive and allowed to dry thoroughly. Internal corners are finished by filling with tile adhesive, working the reinforcing joint tape into the joint, and applying a.: second coat of tile adhesive and allowing it to dry thoroughly. External corners are treated by filling the joint with tile adhesive and allowing it to dry thoroughly. Corrosion - resistant metal or PVC corner angles are then fastened in place, followed by a second coat of tile adhesive. Tile adhesive is also applied over all fastener heads in intermediate locations. Wall tiles complying with ANSI A137.1 are attached to the board with flexible Type I, mastic adhesives complying with ANSI A136.1, or acrylic or latex -modified thinset mortars complying with ANSI A118.4, in accordance with ANSI A108. The same adhesives are permitted to fill and level the sheet joints. 3.3.2 Hardibacker® and Hardibacker 500® (Ceramic Tile Backerboard) Hardibacker® and Hardibacker 500® ceramic tile backerboards are only intended for interior walls and floors, including shower and bath areas (excluding the shower floor). Subsequent finishing with tile is required. The square -edge backerboards have a smooth -finished surface and square edges for closely butted joints. Dimensions are noted in Table 1 of this report. Maximum shear values are noted in Table 3 of this report. Floors: When Hardibacker or Hardibacker 500® backerboards are used on floors, the subfloor assembly shall consist of a minimum 51B -inch -thick (15.9 mm), Exterior Grade, Group 2 or 3 species plywood or equivalent thickness of subfloor and shall be designed such that the maximum deflection in a plane, including live and dead loads, is L/360 of the span, in accordance with the applicable code. Movement joints shall be provided where existing structural joints (building control joints) occur and where changes in direction occur such as in "U-shaped rooms. For large tiled areas, movement joints are provided in accordance with ANSI A108, Section AN -3.7. The subfloor is then covered with a minimum 3/32 -inch - thick (2.4 mm) latex, or acrylic -modified thinset setting material. The backerboard is then installed in a staggered brick pattern at right angles to the subfloor and fastened before the setting material films over. The backerboards are fastened with 11/4 -inch -long (32 mm), corrosion -resistant (galvanized or stainless steel) roofing nails or minimum 1 -inch -long (25.4 mm) No. 8 by 0.323 -inch (8.2 mm) HD self -drilling, corrosion -resistant, ribbed buglehead screws. To meet the requirements of ANSI A108.11, minimum 11/4 -inch -long (32 mm) No. 8 x 0.375 -inch (9.5 mm) HD self -drilling, corrosion -resistant ribbed waferhead screws are used. Fasteners shall be located a maximum of 8 inches (203 mm) on center around the perimeter and in the field. Fasteners shall be located a NER-405 j Most Widely Accepted and Trusted Page 5 of 36.. minimum of 3/9 inch (9.5 mm) and a maximum of inch (19.1 mm) from the backerboard edges, and 2 inches (51 mm) minimum, from underlayment corners. For latex or acrylic modified thinset mortars, the joints shall be reinforced with 2 -inch -wide (51 mm), high-strength, coated, alkali -resistant, glass -fiber reinforcing tape embedded into the wet mortar and allowed to dry thoroughly. Floor tiles complying with ANSI A137.1 are attached to the board with flexible Type I mastic adhesives complying with ANSI A136.1, or acrylic or latex -modified thinset mortars complying with ANSI A118.4, in accordance with ANSI A108. The same adhesives are also used to fill and level the sheet joints. Walls: Hardibacker® and Hardibacker 500® backerboards are installed with the long dimension either vertical or horizontal to nominal 2 x 4 wood framing members or minimum No. 20 gage (0.0329 -inch, 0.84 mm) metal framing members spaced a maximum of 24 inches (610 mm) on center with end joints staggered from adjacent courses in both vertical and horizontal applications. To comply with ANSI A108.11, framing members shall be spaced a maximum of 16 inches (406 mm) on center. To fasten to wood framing members, minimum 11/4 -inch -long (32 mm), corrosion -resistant (galvanized or stainless steel) roofing nails or 11/4 -inch - long (32 mm) No. 8 by 0.375 -inch (9.5 mm) HD self -drilling, corrosion -resistant, ribbed waferhead screws are used and spaced a maximum of 8 inches (152 mm) on center at all supports. To fasten to metal framing members, minimum 04 -inch -long (32 mm) No. 8 by 0.375 -inch (9.5 mm) HD self -drilling, corrosion -resistant ribbed waferhead screws are used and spaced a maximum of 8 inches (152 mm) on center at all supports. Fasteners are located at least 3/9 inch (9.5 mm) from board edges and 2 inches (51 mm), minimum, from board corners. Corner gaps are filled with a silicone sealant compatible with fiber -cement underlayments. Underlayments are placed with a minimum '/4 -inch (6.4 mm) clearance from the floor surfaces and other horizontal tile termination locations, such as above tub edges. This gap shall be free of adhesive and grout and filled with a flexible sealant. For large tiled areas, movement joints are provided in accordance with ANSI A108, Section AN -3.7. Wall tiles complying with ANSI A137.1 are attached to the underlayment with flexible Type I mastic adhesives complying with ANSI A136.1, or acrylic or latex - modified thinset mortars complying with ANSI A118.4, in accordance with ANSI A108. The same adhesives are used to fill and level the sheet joints. Joints shall be reinforced with 2 -inch -wide (51 mm), high-strength, coated, alkali -resistant, glass fiber reinforcing tape embedded into the wet mastic or modified thinset mortar and allowed to dry thoroughly. 3.3.3 Hardibacker®Underlayment(Ultraboarde) Hardibacker® underlayment is only intended for interior floors including showers and bath areas (excluding the shower floor). Subsequent finishing with resilient floor covering or tile is required. The underlayment face has a smooth surface, an acrylic based seal coat and square edges for close -butted joints. The reverse side of the underlayment has lightly textured surface, is unsealed and has square edges. Dimensions are noted in Table 1 of this report. The underlayment shall be installed over a structurally sound subfloor assembly designed to limit the maximum deflection in a plane, including live and dead loads, to L/360 of the span, in accordance with the applicable code. When the underlayment is installed on existing floor construction, floor finishes and subflooring shall be repaired, removed and/or replaced as necessary to create a smooth and level surface. The ability of the existing floor structure and subfloor to support the additional loads of the underlayment and new floor finish shall be substantiated. Alterations shall comply with applicable codes. The underlayment boards are laid in a staggered end joint pattern at right angles to the subflooring. Joints are offset '/e inch (3.2 mm) from walls and cabinet bases and cut edges turned to the outside, wherever possible. 3.3.3.1 Resilient Flooring: With the smooth face up, the underlayment is placed over the prepared subflooring and fastened to support framing with either 3d, corrosion - resistant, ring shank nails or No. 18 gage (0.0475 -inch) corrosion -resistant staples with a '/4 -inch (6.4 mm) crown located a maximum of 3 inches (76 mm) on center around the perimeter and 6 inches (152 mm) on center in a random/staggered pattern in the field. Fasteners shall be located at least 3/e inch (9.5m) from underlayment edges and 2 inches (51 mm) minimum, from the underlayment corners. Fastener heads shall be flush with the surface. Fasteners shall be of sufficient length to penetrate at least 1 -inch (25.4 mm) sound subflooring or framing. To minimize the possibility of surface irregularities in the underlayment and fastener heads penetrating through the resilient flooring, the boards shall be installed flush and level. Height variations are treated by filling joints, gouges and low spots with a water-resistant, cementitious leveling compound recommended by the floor -covering manufacturer. After the leveling compound has dried, filled areas are sanded level to the surrounding subfloor. Prior to the application of the resilient flooring, the prepared surfaces shall be free of dust, grease and other foreign material. Finish floor coverings are installed in accordance with the flooring material manufacturer's published instructions, which shall include application procedures, compatible adhesives and recommended accessories. 3.3.3.2 Tile: With the smooth face up, follow the additional instructions described in Section 3.3.2.1 of this report. 3.3.4 Titan® -FR Panel Titan® -FR (tapered -edge) panel is only intended for dry interior wall and ceiling applications. The panel has a smooth finish with tapered edges on the two long dimensions for joint treatment. Dimensions are as noted in Table 1 of this report. Paint or Wallpaper Finish: Titan® -FR tapered -edge panel is installed with the long dimension either vertical or horizontal to nominal 2 x 4 wood framing members or minimum No. 20 gage (0.0329 -inch, 0.84 mm) steel framing members, spaced a maximum of 24 inches (610 mm) on center with end joints staggered from adjacent courses in both vertical and horizontal applications. To fasten to wood framing members, minimum 17/8 -inch -long (47.6 mm) gypsum board nails or minimum 1'/2 inch -long (38 mm), Type W, gypsum board screws are used and spaced a maximum of 8 inches (203 mm) on center at all supports. To fasten to metal framing members, minimum 1 inch -long (25.4 mm), Type S or S-12, self -drilling gypsum board screws are used and spaced a maximum of 12 inches (305 mm) on center at all supports. Fasteners shall be located at least 3/e inch (9.5 mm) from board edges, and 2 inches (51 mm), minimum, from board corners. wall panels are placed with a minimum 1/4 -inch (6.4 mm) clearance from the floor surface. Metal or PVC corner angles are attached with the above described nails or screws placed approximately 12 inches (305 mm) on center. A flush -joint procedure is permitted on Titan =FR (tapered -edge) panels. Gypsum board joint compounds, NER-405 I Most Widely Accepted and Trusted ' Page hof 35 complying with ASTM C474 and C475, shall be troweled into the joints. Paper joint tape or equivalent is embedded into the wet joint compound and allowed to dry thoroughly. A second coat of joint compound, approximately 8 inches (203 mm) wide, is then applied across the joint and allowed to dry. A third coat of topping compound, 10 inches (254 mm) wide, is applied across the joint. Topping compound shall also be applied over all fastener heads in intermediate locations. Internal corners are finished by filling with joint com- pound, working the joint tape into the joint, and applying a second coat of joint compound. A third coat of topping compound is applied over the area. External corners are treated by filling the joint with joint compound and allowing it to dry thoroughly. Corrosion - resistant metal or PVC corner angles are then fastened to the corner, followed by a second coat of joint compound. When the second coat is completely dry, a third coat of topping compound is applied over the area. Joint compound is also applied over all fastener heads in intermediate locations. 3.4 SUBFLOOR PANELS Compressed sheet is used as subflooring over complying wood or metal floor joists spaced a maximum of 24 inches (610 mm) on center. The panels have a smooth unsanded surface. Cutouts for plumbing and electrical shall be oversized. Floor opening penetrations shall be protected in accordance with the applicable code. Dimensions are noted in Table 1 of this report. Panels are installed over two or more spans, with the long dimension perpendicular to supports. The sheets are fastened to wood framing members by counterstriking minimum No. 10 x 0.350 -inch (8.9 mm) HD wood screws spaced a maximum of 12 inches (305 mm) on center at all supports. The sheets are fastened to metal framing members by counterstdking minimum No. 9 by 0.350 -inch (8.9 mm) HD self -drilling, corrosion -resistant ribbed buglehead screws spaced a maximum of 6 inches (152 mm) on center around the sheet perimeter and 12 inches (305 mm) on center at immediate joist locations. Fasteners shall be of sufficient length to penetrate at least 1 inch (25.4 mm) into wood framing members or 1/4 inch (6.4 mm) into metal framing members. Holes are drilled in compressed sheet with a masonry bit, allowing a 0.04 -inch (1.02 mm) clearance over diameter of screw to be used. Fasteners are located a minimum of 3/e inch (9.5 mm) and a maximum of inch (19.1 mm) from sheet edges, and 2 inches (51 mm) minimum from sheet corners. Fastener heads are flush with the surface. Edges shall be blocked or the panels shall be covered with minimum '/4 -inch -thick (6.4 mm) underlayment or 3/4 -inch -thick (19.1 mm) wood strip finish flooring. As an alternative, sheets are field glued in conjunction with mechanical fastening with a structural adhesive (APA/HUD AFG-01) applied to joints. Framing members shall be free of surface moisture, dirt, cement and other foreign materials prior to application of the adhesive. Adhesives shall be applied in accordance with the adhesive manufacturer's instructions. The application rate shall be a 1/4 -inch (6.4 mm) diameter bead applied to each joist or blocking member, except two 1/4 -inch (6.4 mm) diameter beads are applied where sheets abut on a joist. Installation of the sheets shall be within the time limit designated by the adhesive manufacturer. Where more than one sheet is used, an effective seal shall be provided between sheets. The bonded surfaces shall be clean and an approved structural adhesive (APA/HUD AGF -01) shall be used. Edges of the sheets to be joined shall be thoroughly cleaned and the dust removed. A layer of adhesive is "buttered" to the leading edge of the first installed sheet and the next sheet laid against it ensuring that an adequate film of adhesive is present. Forcing adhesive into the joint after the sheets have been fastened is not permitted. After the joint is filled, any excess adhesive shall be removed from the surface of the sheet. Use as a diaphragm is outside the scope of this report. Allowable loads are as follows: ALLOWABLE UNIFORM LOAD AT DEFLECTION LIMIT = L1360' For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa L = length of span (inches) 3.5 FIRE -RESISTANCE RATED ASSEMBLIES 3.5.1 Assembly 1 The nonsymmetrical nonloadbearing, 1 hour, fire - resistance -rated wall assembly consists of minimum 35/s -inch -deep (92 mm), No. 20 gage (0.0359 -inch, 0.91 mm), steel "C" studs at 24 inches (610 mm) on center with corresponding top and bottom tracks. One layer of 5/8 -inch -thick (15.9 mm) Type "X" gypsum board, 48 inches (1219 mm) wide, is applied vertically to the studs and secured with 11/4 -inch -long (32 mm), Type S, gypsum board screws, spaced 8 inches (203 mm) on center at board edges and 12 inches (305 mm) on center at intermediate framing members. The 5/8 -inch (15.9 mm) thick gypsum board joints and screw heads require treatment consisting of joint compound followed by joint tape and a second layer of joint compound. The opposite face of the wall is covered with one layer of/z-inch-thick (12.7 mm) Hardirock® Max "C"T"(Type'X") gypsum board, followed by one layer of either /4 -inch -thick (6.4 mm) Titan (tapered- edge), Hardibacker® (square -edge), or Harditex board. Boards are applied vertically to framing members with vertical edges staggered 24 inches (610 mm). The '/2 -inch -thick (12.7 mm) Hardirock® Max "C"Tp1 (Type "X") tgypsum board is fastened to the framing members with 1 /4 -inch -long (32 mm), Type S, gypsum board screws spaced 24 inches (610 mm) on center. Titan , Hardibacker or Harditez boards are fastened through the gypsum board to the framing members with minimum 15/8 -inch -long (41 mm) by minimum 0.323 -inch (8.2 mm) HD or self -drilling, corrosion -resistant, ribbed buglehead or ribbed waferhead screws located a maximum of 8 inches (203 mm) on center. Board joints and fasteners require treatment similar to that described in Sections 3.3.1.11 3.3.1.2, 3.3.2.2, and 3.2.4 of this report. 3.5.2 Assembly 2 The nonsymmetrical nonload bearing, 1 -hour, fire- resistant -rated wall assembly consists of minimum 35/a -inch -deep (92 mm), No. 25 gage (0.0209 -inch, 0.53 mm), steel "C" studs at 16 inches (406 mm) on center with corresponding top and bottom tracks. One layer of '/s -inch -thick (15.9 mm) Type "X" gypsum board, 48 inches JOIST SPACING PRODUCT 16 inches o.c. 24 inches o.c. Compressed Sheet II 190 psf 105 psf ('/z- and 5/e -inch thick) Compressed Sheet II 300 psf 145 psf (3/4 -inch thick) For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa L = length of span (inches) 3.5 FIRE -RESISTANCE RATED ASSEMBLIES 3.5.1 Assembly 1 The nonsymmetrical nonloadbearing, 1 hour, fire - resistance -rated wall assembly consists of minimum 35/s -inch -deep (92 mm), No. 20 gage (0.0359 -inch, 0.91 mm), steel "C" studs at 24 inches (610 mm) on center with corresponding top and bottom tracks. One layer of 5/8 -inch -thick (15.9 mm) Type "X" gypsum board, 48 inches (1219 mm) wide, is applied vertically to the studs and secured with 11/4 -inch -long (32 mm), Type S, gypsum board screws, spaced 8 inches (203 mm) on center at board edges and 12 inches (305 mm) on center at intermediate framing members. The 5/8 -inch (15.9 mm) thick gypsum board joints and screw heads require treatment consisting of joint compound followed by joint tape and a second layer of joint compound. The opposite face of the wall is covered with one layer of/z-inch-thick (12.7 mm) Hardirock® Max "C"T"(Type'X") gypsum board, followed by one layer of either /4 -inch -thick (6.4 mm) Titan (tapered- edge), Hardibacker® (square -edge), or Harditex board. Boards are applied vertically to framing members with vertical edges staggered 24 inches (610 mm). The '/2 -inch -thick (12.7 mm) Hardirock® Max "C"Tp1 (Type "X") tgypsum board is fastened to the framing members with 1 /4 -inch -long (32 mm), Type S, gypsum board screws spaced 24 inches (610 mm) on center. Titan , Hardibacker or Harditez boards are fastened through the gypsum board to the framing members with minimum 15/8 -inch -long (41 mm) by minimum 0.323 -inch (8.2 mm) HD or self -drilling, corrosion -resistant, ribbed buglehead or ribbed waferhead screws located a maximum of 8 inches (203 mm) on center. Board joints and fasteners require treatment similar to that described in Sections 3.3.1.11 3.3.1.2, 3.3.2.2, and 3.2.4 of this report. 3.5.2 Assembly 2 The nonsymmetrical nonload bearing, 1 -hour, fire- resistant -rated wall assembly consists of minimum 35/a -inch -deep (92 mm), No. 25 gage (0.0209 -inch, 0.53 mm), steel "C" studs at 16 inches (406 mm) on center with corresponding top and bottom tracks. One layer of '/s -inch -thick (15.9 mm) Type "X" gypsum board, 48 inches NER-405 I Most Widely Accepted and Trusted Page 7 of 35 - (1219 mm) wide, is applied vertically to the studs and secured with minimum 1 inch -long (25.4 mm), Type S, gypsum board screws, spaced 8 inches (203 mm) on center at board edges and 12 inches (305 mm) on center at intermediate framing members. The 5/a -inch -thick (15.9 mm) Type "X" gypsum board joints and screw heads require treatment consisting of joint compound followed by joint tape and a second layer of joint compound. The stud cavities are insulated with minimum 3 -inch -thick (76 mm), 3 pcf (48 kg/m3), unfaced, friction -fit, mineral fiber insulation complying with ASTM C665, Type I. The opposite face of the wall is covered with one layer of 7/la_inch-thick (11.1 mm) Hardibacker (backerboard) or Titan® panel or Harditex boards. The boards are applied vertically to framing members with vertical edges staggered 16 inches (406 mm). Hardibacker®, Titan or Hardite) boards are fastened through to the framing members with minimum 1 -inch -long (25.4 mm) No. 8 by 0.323 -inch (8.2 mm) HD self -drilling, corrosion -resistant, ribbed buglehead (or equivalent) screws located a maximum of 6 inches (152 mm) on center. Board joints and fasteners require treatment similar to that described in Sections 3.3.1.1, 3.3.1.2 or 3.3.2.2 of this report, and using the glass fiber reinforcing tape. 3.5.3 Assembly 3 The nonsymmetrical limited loadbearing, 1 hour fire- resistant rated wall assembly consists of nominal 2 x 4 wood studs at 16 inches (406 mm) on center with two top plates and a single bottom plate. The lesser of 800 pounds per stud or 31 percent of full design load is permitted to be superimposed, provided structural consideration for axial, flexural and bearing perpendicular -to -grain stresses are resolved in accordance with Part III of the National Design Specification, 1997 edition, published by the American Forest & Paper Association. One layer of 5/e -inch -thick (15.9 mm)Type "X" gypsum board, 48 inches (1219 mm) wide, is applied vertically to the studs and secured with minimum 1 /5 -inch -long (22 mm) cup -head gypsum board nails, spaced 7 inches (178 mm) on center at board edges and intermediate framing members. The 5/8 -inch -thick (15.9 mm) Type W' gypsum board joints and nail heads require treatment consisting of joint compound followed by joint tape and a second layer of joint compound. The stud cavities are insulated with minimum 3 -inch -thick (76 mm), 3 pcf, unfaced, friction -fit, mineral fiber insulation complying with ASTM C665, Type I. The opposite face of the wall is covered with one layer of 7116 -inch -thick (11.1 mm) Titan panel or Hardibacker backerboard. The fiber cement board is applied vertically to framing members with vertical edges staggered 16 inches (406 mm) from the gypsum board edges. Boards are fastened through to the framing members with minimum 02 -inch -long (38 mm), corrosion -resistant roofing nails located a maximum of 6 inches (152 mm) on center. Board joints and fasteners require treatment similar to that described in Section 3.3.2.2 of this report. The side of the wall clad with fiber - cement board is covered with standard grade ceramic tile, nominal l/4 -inch thick . Tiles, any expansion or control joints, and grout are installed in accordance with ANSI A108.4 when Type I organic adhesive is used, or ANSI A108.5 if dry set, acrylic -modified or latex -modified portland cement mortar is used. 3.5.4 Assembly 4 The nonsymmetrical loadbearing 1 hour fire-resistant rated wall assembly consists of nominal 2 x 4 wood studs at 24 inches (610 mm) on center with two top plates and a single bottom plate. Full design loads are permitted to be superimposed, provided structural consideration for axial flexural and bearing perpendicular -to -grain stresses are resolved in accordance with Part III of the National Design Specification, 1997 Edition, published by the American Forest & Paper Association. One layer of 5/8 -inch -thick (15.9) Type "X" gypsum board, 48 inches It 219 mm) wide, is applied vertically to the studs and secured with minimum 13/4 -inch -long (44 mm) cup -head gypsum board nails, spaced 7 inches (178 mm) on center at board edges and intermediate framing members. The 5/a -inch -thick (15.9 mm) Type "X" gypsum board joints and nail heads require treatment consisting of joint compound followed by joint tape and a second layer of joint compound. The stud cavities are either insulated or uninsulated. The opposite face of the wall is covered with one layer of 1/2 -inch -thick (12.7 mm) Type "X" water-resistant core gypsum sheathing and one layer of maximum 12 -inch -wide (305 mm) Hard!- plank lap siding lapped a minimum of 04 inches (32 mm). The 1/2 -inch -thick (12.7 mm) Type "X" water- resistant core gypsum sheathing is applied vertically to framing members with vertical edges staggered 24 inches (610 mm) from the joints on the opposite side. The'/2-inch- thick (12.7 mm) Type "X" water-resistant core gypsum sheathing is fastened to the framing members with 13/4 -inch -long (44 mm) roofing nails spaced 7 inches (178 mm) on center in the field and 4 inches (102 mm) on center along the perimeter of each board. An outer layer of 5/16 -inch -thick (7.5 mm), 12 -inch -wide (305 mm) Hardi- plank® lap siding is applied over the 1/2 -inch -thick (12.7 mm) Type "X" water-resistant core gypsum sheathing by attaching a 11/2 -inch -wide (38 mm) HardiplanO starter strip attached through the gypsum sheathing into the bottom plate and 12 -inch -wide (305 mm) Hardiplanko lap siding applied horizontally with a minimum nominal 11/4 -inch headlap and fastened with a single 6d corrosion resistant common nail driven through the lapped planks at each stud. 3.5.5 Assembly 5 The symmetrical nonload bearing, 1 -hour, fire -resistant - rated wall assembly consists of minimum 3 5/8 -inch -deep (92 mm), No. 20 gage (0.0359 inch, 0.91 mm), steel "C" studs at 24 inches (610 mm) on center with corresponding top and bottom tracks. Both sides of the wall are covered with one layer of 1/2 -inch -thick (12.7 mm) Hardirocko Max "C"" (Type "X") gypsum board, followed by one layer of either /4 -inch -thick (6.4 mm) Titan® panel, Hardibacker backerboard, or Harditex baseboards. Boards are applied either perpendicular (horizontally) or parallel (vertically) to framing members. Base layer and face layer board joints of both wall sides are offset by 24 inches (610 mm). The '/2 -inch -thick (12.7 mm) Hardiroce Max 'V" (Type X') gypsum board is fastened to the framing members with minimum 1 -inch -long (25.4 mm), Type S, gypsum board screws spaced 24 inches (610 mm) on center. Titan , Hardibacker or Harditex® boards are fastened through the gypsum board to the framing members with minimum 1 /e -inch -long (41 mm) by minimum 0.323 -inch (8.2 mm) HD self -drilling, corrosion -resistant, ribbed buglehead or ribbed waferhead screws located a maximum of 8 inches (203 mm) on center. Board joints and fasteners require finish treatment similar to that described in Sections 3.3.1.1, 3.3.1.2, 3.3.2.2, or 3.2.4 and of this report. 3.5.6 Assembly 6 The symmetrical nonload bearing, 1 -hour, fire -resistant - rated wall assembly consists of minimum 3 5/5 -inch -deep (92 mm), No. 20 gage (0.0359 inch, 0.91 mm), steel "C" studs at 24 inches (610 mm) on center with corresponding top and bottom tracks. Both sides of the wall are covered with one layer of 5/e -inch -thick (15.9 mm) Titan =FR panel. Boards are applied either perpendicular (horizontally) or parallel (vertically) to framing members. Panel joints are offset by 24 inches (610 mm). The 5/e -inch (15.9 mm) thick Titan =FR panel is fastened to the framing members with minimum 1 -inch -long (25.4 mm), Type S, gypsum board screws spaced 12 inches (305 mm) on center. Board joints and fasteners require finish treatment similar to that described in Sections 3.3.1.1 or 3.3.1.2 of this report. NER405 I Most IMdelyAccepted and Trusted ' Page &of 35 4.0 INSTALLATION Installation shall comply with this report and a copy of this report shall be available at all times on the job site during installation. Additional details are in the applicable manufacturer's product information sheets issued December 1993. Where non -editorial differences occur between the manufacturer's product information sheets and this report, this report shall be null and void. 5.0 IDENTIFICATION James Hardie Building Products, Inc., Hardiflez , Hardi- panel® Cempanelo, HardisofOts and Cemsoffit® boards; Harditex baseboards; Titan®, Titan =FR, Hardibackere, Ultraboarde and Hardibacker 500® lining boards, backerboard and underlayment; Compressed Sheet subflooring; pallets of Hardiplank® and Cemplank® lap siding; and pallets of HardishingleTM planks and panels shall bear a label identifying the manufacturer's name and telephone number, the product name, and this ICC -ES Legacy report number (NER-405) for field identification. 6.0 EVIDENCE SUBMITTED 6.1 The following test reports issued by the Building Research Association of New Zealand (BRANZ) in accordance with ASTM E72, Conducting Strength Test of Panels of Building Construction, Section 9, Transverse Load, and Section 14, Racking Load: Report No. Date ASTM Standard Section S100 June,1984 9 S101 June,1984 9 5102 June,1984 9 S103 June,1984 9 S104 June,1984 9 S105 June,1984 14 S106 June,1984 14 S109 July, 1984 9 S112 August, 1984 14 5113 August, 1984 9 STR122 April, 1985 9 STR123 April, 1985 14 STR127 April, 1985 9 STR128 May, 1985 14 STR131 May, 1985 9 STR132 May, 1985 14 6.2 The following test reports issued by the Building Research Association of New Zealand (BRANZ) in accordance with the weatherability test procedures noted: Report No. Date Procedure MTR658 November, 1983 U.B.C. Standard IC -1042-88 February, 1989 32-12 MTR662 November, 1983 Freezefrhaw MTR709 June,1984 Percolation Test MTR723 May, 1984 ASTM G26, D2616, IC -1203-92 January 22, 1993 FD -714 MTR778 June, 1985 NSZ3204; Wet/Dry IC -1271-94 April 20, 1994 Cycling MTR787 June, 1985 U.B.C. Standard 47-17 T176 June,1984 ASTM E96 T177 June,1984 STM E96 6.3 Quality Assurance Manual for James Hardie Building Products, Inc., signed by Rich Klein, James Hardie Building Products, Inc. 2/18/02 and Kathy Bishop, Intertek Testing Services, Inc. 2/20/02. 6.4 Manufacturer's descriptive literature. 6.5 United States Testing Company, Test Report No. LA 50049-1, dated February 7, 1985,containing testing in accordance with ASTM E84, Test of Surface Burning Characteristic of Building Materials. 6.6 Ramtech Laboratories, Inc., Test Report No. 8047-87, dated April 6, 1987, containing testing in accordance with ASTM E72, Conducting Strength Tests of Panels for Building Construction - Section 9, Transverse Load; and Section 14, Racking Load. 6.7 Structural Calculations for "Determination of Wind Speed" by Ronald I. Ogawa, P.E., in accordance with Section 1205 of the 1988 Standard Building Code*. 6.8 The following test reports were issued by Inspection Concepts for "Transverse Load Tests" of panels: Report No. Date IC -1021-88 May, 1988 IC -1022-88 May, 1988 IC -1042-88 February, 1989 IC -1054-89 September, 1989 IC -1055-89 September, 1989 IC -1121A-91 March 20, 1991 IC -11218-91 March 20, 1991 IC -1201-92 January 22, 1993 IC -1203-92 January 22, 1993 IC -1228-93 July 2, 1993 IC -1270-94 April 20, 1994 IC -1271-94 April 20, 1994 NER-495 I Most WideiyAccepted and Trusted Page 9 of 35 6.9 The following test reports were issued by Inspection Concepts for "Racking Tests" of panels: Report No. Date ICA 013-88 January, 1988 IC -1014-88 January, 1988 IC -1030-88 September, 1988 IC -1032-88 September, 1988 IC -1037-88 November, 1988 IC -1038-88 November, 1988 IC -1057-89 September, 1989 IC -1062-89 November,1989 IC -1100-90 October 30, 1990 IC -1107-91 January 5, 1991 IC -1108-91 January 6, 1991 IC -1109-91 January 8, 1991 IC -1110-91 January8, 1991 ICA 120A-91 March 20, 1991 IC -11208-91 March 20, 1991 ICA 120C-91 March 20, 1991 IC -1120D-91 March 20, 1991 IC -1202-92 January22, 1993 IC -1202-92 January 22, 1993 IC -1237-93 August 5, 1993 IC -1273-94 April 20, 1994 IC -1274-94 April 29, 1994 6.10 The following test reports were issued by Inspection Concepts for "Transverse Load Tests" of planks: ReportNo. Data IC -1020-88 May, 1988 IC -1011-88 January, 1988 IC -1034-88 October, 1988 IC -1035-88 October, 1988 6.11 The following test reports were issued by Southwest Research Institute for 1 hour Fire-resistant Assemblies': Report No. Date 01-2602-802 01-2602-803 March, 1989 March, 1989 6.12 Structural calculations verifying design values for Tables 2 and 3 of this report, prepared by Inspection Concepts dated March 7, 1990, signed and sealed by Ronald I. Ogawa, P.E. 6.13 Inspection Concepts, Test Report No. IC -1093A-90, dated October 18, 1990, in accordance with ASTM E136. 6.14 Smith -Emery Company, Test Report No. L-87-1732, dated October 8, 1987, in accordance with ANSI At 18.9. 6.15 United States Testing Company, Inc., Test Report No. 176842, dated September 14, 1990, in accordance with ASTM D1037. 6.16 Truesdail Laboratories, Inc., Test Report No. 30240-1, dated March 1, 1989, revised March 28, 1991, in accordance with ASTM G21. 6.17 Truesdell Laboratories, Inc., Test Report No. 30240-2, dated March 1, 1989, revised March 28, 1991, in accordance with ASTM G22. 6.18 Inspection Concepts, Report No. IC -1131-91, dated May 8, 1991, in accordance with ASTM C947, C666 Procedure B, and ANSI 136-1. 6.19 ETL Testing Laboratories, Report No. 497742, dated March 5, 1990, in accordance with ASTM E84. 6.20 Inspection Concepts, Report No. IC -1039-89, dated January 6, 1989, revised May 11, 1990, containing comparative fastener pullout and pull-through testing results. 6.21 James Hardie Building Products, Inc. product information sheets issued October 1991. 6.22 Structural calculations verifying design values for Tables 2 and 3 of this report, prepared by Inspection Concepts dated October 20, 1993, signed by Ronald I. Ogawa, P.E. 6.23 Letter correcting structural calculations for BRANZ Reports S106 and STR128 prepared by Inspection Concepts dated February 14, 1993, signed and sealed by Ronald I. Ogawa, P.E. 6.24 Letter reviewing 'Racking Tests' and 'Transverse Load Tests' for Group III wood species verification for Tables 2 and 3 of this report, prepared by Inspection Concepts dated October 14, 1993, signed and sealed by Ronald I. Ogawa, P.E. 6.25 The following test reports were issued by Omega Point Laboratories for 1 hour Fire-resistant Assemblies': Report No. Date 11710-92783 February 13,1992 11710-92851 September 9,1992 11710-98414 May 1, 1995 11710-105198 August 2, 1999 11710-105199 August 3, 1999 6.26 Ramtech Laboratories, Inc., Test Report No. 8108A- 87, dated May 20, 1987, in accordance with ASTM C725 for flexural strength tests conducted on'/4-inch- and 3/4 -inch -thick compressed sheet panels. 6.27 Ramtech Laboratories, Inc., Test Report No. 81086- 87, dated May 26, 1987, in accordance with ASTM E72, Section 18, concentrated load on 1/4 --inch and 3/4 -inch thick compressed sheet panels. 6.28 Ramtech Laboratories, Inc., Test Report No. 8108C- 87, dated June 24, 1987, in accordance with ASTM E72, Section 9, transverse load on '/4 -inch and 3/4 -inch thick compressed sheet panels. NER-405 I Most Widely Accepted and Trusted Page %of 35 6.29 Inspection Concepts, Test Report No. IC -1257-94, dated January 13, 1994, in accordance with ASTM E331 for water penetration of 1/4 -inch -thick Hardi- panel® vertical siding. 6.30 Inspection Concepts, Test Report No. IC -1243-93, dated August 26, 1993, in accordance with ASTM E228 for linear -thermal expansion of 1/4 -inch -thick James Hardie fiber cement products. 6.31 Ramtech Laboratories, Inc., Laboratory No. 9778-93, IC -1225-93, dated June 4, 1993,. The Hardibacker board was tested in accordance with ASTM C177 Test for Steady -State Thermal Transmission Properties by Means of the Guarded Hot Plate. The results are listed in Table 4 of this report. 6.32 Ramtech Laboratories, Inc., Test Report No. IC -1230- 93, Laboratory No. 9778-93, dated June 1993. The Hardibackee board - materials - were tested- in accordance with ASTM E96-90 to determine the water vapor transmission properties. The average. _ permeance (perms) of the panels are shown in Table 5 of this report. 6.33 Ramtech Laboratories, Inc. Laboratory No. 10367A- 95/1363, dated September 18, 1995. The 71/4 -inch - and 91/4 -inch -wide Hardiplank® lap sidings were tested in accordance with ASTM E330 Transverse Load Test. The panels were installed on nominal 2 x 4 wood structural members spaced 16 inches on center (o.c.). 6.34 Structural Calculations verifying design values for Table 3 of this report, prepared by Inspection Concepts dated October 6, 1995, signed by Ronald 1. Ogawa, P.E. 6.35 Wind analysis and calculations for Hardishingle and Hardislate roofing and Hardie Shingleside® cladding installed with 8-, 7-, and 6 -inch weather exposures. Analysis and calculations conducted by Ronald I. Ogawa, P.E. dated March 28, 1997; March 31, 1997; and April 2, 1997. 6.36 Structural calculations to determine design wind load on 8.25 Hardiplank®, dated October 24, 1996, signed and sealed by Ronald I. Ogawa, P.E. of Inspection Concepts Inc.. 6.37 Structural calculations to determine design values for Tables 2a, 2b, and 3 of this report, prepared by Inspection Concepts dated July 16, 1997, July 19, 1997, and August 19, 1997, signed and sealed by Ronald I. Ogawa, P.E. 6.38 Ramtech Laboratories, Inc., Report Lab. No. 10868- 97/1475, dated June 26, 1997. The report contains results of testing in accordance with ASTM E72 and ASTM E330 on /i6-inch4hick Hardipanel. 6.39 Ramtech Laboratories, Inc., Report Lab. No. 10869- 97/1482, dated July 14, 1997 containing results of transverse load testing in accordance with ASTM E72 on 91/4 -inch -wide Hardiplank® lap siding. 6.40 Applied Research Laboratories, Lab No. 29278-UD1, dated September 1, 1994, containing reports of tensile pull-out testing of fasteners. 6.41 Structural calculations to determine the allowable fastener spacing based on a wind speed of 110 mph, Exposure Category C, prepared by Inspection Concepts, dated November 2, 1994, signed and sealed by Ronald I. Ogawa, P.E. 6.42 Ramtech Laboratories, Inc., Laboratory Number 10794-97/1458, dated March 13, 1997, containing results of an Uplift Resistance Test of 18 -inch long by 12 -inch -wide by '/4 -inch -thick HarcishingleTM roofing installed on 5/32 -inch -thick, 4 -ply, 3 -layer CDX plywood. 6.43 Ramtech Laboratories, Inc., Laboratory Number 10794-97/1460, dated March 13, 1997, containing results of an Uplift Resistance Test of 18 -inch -long by 12 -inch -wide by '/4 -inch -thick Hardie Shingleside as siding roofing installed on 7/15 -inch -thick Oriented Strand Board utilizing 2 siding nails per 12 -inch wide panel. 6.44 Ramtech Laboratories, Inc., Laboratory Number 10794-97/1464, dated March 13, 1997, containing results of an Uplift Resistance Test of 18 -inch long by 12 -inch -wide by 1/4 -inch -thick Hardie Shingleside as siding roofing installed on 7/15 -inch -thick Oriented Strand Board utilizing 3 siding nails per 12 -inch -wide panel. 6.45 Ramtech Laboratories, Inc., Laboratory Number 11149-98/1554, dated October 7, 1998, containing results of an ASTM E330 Transverse Load Test of 61/4 -inch -wide Hardiplank® siding installed on 20-ga. metal framing members spaced at 16 -inch and 24 -inch centers and fastened with ET & F pin fasteners through the lap to each stud. 6.46 Ramtech Laboratories, Inc., Laboratory Number 11149-98/1554A, dated October 7, 1998, containing results of an ASTM E330 Transverse Load Test of 12 -inch -wide Hardiplank® siding installed on 20-ga. metal framing members spaced at 16 -inch and 24 -inch centers and fastened with ET & F pin fasteners through the lap to each stud. 6.47 Ramtech Laboratories, Inc., Laboratory Number 11149-98/15548, dated October 7, 1998, containing results of an ASTM E330 Transverse Load Test of 81/4 -inch -wide Hardiplank® siding installed on 20-ga. metal framing members spaced at 16 -inch and 24 -inch centers and fastened with ET & F pin fasteners blind nailed to each stud. 6.48 Ramtech Laboratories, Inc., Laboratory Number 11284-99/1580, dated April 15, 1999, containing results of an ASTM E72 Racking Shear Test of 5/16 -inch -thick x 48 -inch -wide x 96 -inch -long Hardipanel® siding installed on 20-ga, metal framing members spaced at 16 -inch and 24 -inch centers and fastened with ET & F pin fasteners spaced at 4 inches o.c. perimeter and 8 inches o.c. intermediate framing members. 6.49 Ramtech Laboratories, Inc., Laboratory Number 11149-98/1554D, dated September 14, 1998, containing results of an ASTM E330 Transverse Load Test of 5/16 -inch -thick x 48 -inch -wide x 96- inch -long Hardipanel® siding installed on 20-ga. metal framing members spaced at 16 -inch and 24 -inch centers and fastened with ET & F pin fasteners spaced at 4 inches o.c. perimeter and 8 inches o.c. intermediate framing members. 6.50 Wind analysis and calculations for Hardipanel® panels for exposure categories B, C, and D. Analysis and calculations signed and sealed by Ronald I. Ogawa, P.E., dated March 26, 2000. 6.51 Ramtech Laboratories, Inc., Laboratory Number 11552/1636, dated April 20, 2000, containing results NER-405 1- Most Widely Accepted and Trusted Page 11 of 35 of an ASTM E330 Uplift Resistance Test of '/4 -inch - thick x 24 -inch -wide vented Hardisoffit® panel installed on nominal 2 x 4 framing members spaced at 24 inch centers and fastened with 11/4 -inch -long x 0.083 -inch shank x 0.187 -inch HD nails spaced at 8 inches o.c. perimeter and intermediate framing members. 6.52 Wind analysis and calculations for 24 -inch -wide vented Hardisoffit® panel for exposure categories B, C, and D. Analysis and calculations signed and sealed by Ronald I. Ogawa, P.E., dated May 4, 2000. 6.53 Ramtech Laboratories, Inc., Laboratory Number 11436-99/1602, dated October 29, 1999, containing results of an ASTM E330 Transverse Load Test of 1/4 -inch -thick x 19 -inch -long x 48 -inch -wide HeritageT (half round) panel siding installed on r/ie-inch-thick APA rated Oriented Strand Board sheathing only with 11/4 -inch -long x 0.083 -inch shank x 0.187 -inch HD nails spaced at 133/4 -inch o.c. 6.54 Ramtech Laboratories, Inc., Laboratory Number 11436-99/1603, dated October 27, 1999, containing results of an ASTM E330 Transverse Load Test of '/4 -inch -thick x 19 -inch -long x 48- inch -wide HeritageTM (half round) panel siding installed on nominal 2 x 4 framing members spaced at 16 -inch centers and fastened with 04 -inch -long x 0.083 -inch shank x 0.187 -inch HD nails to each framing member. 6.55 Ramtech Laboratories, Inc., Laboratory Number 11436-99/1604, dated October 28, 1999, containing results of an ASTM E330 Transverse Load Test of 1/4 -inch -thick x 19 -inch -long x 48 -inch -wide HeritageTM (half round) panel siding installed on nominal 2 x 4 framing members spaced at 24 -inch centers and fastened with 11/4 -inch -long x 0.083 -inch shank x 0.187 -inch HD nails to each framing member. 6.56 Letter justifying horizontal application of panels in accordance with Table 3 of this report, based on Table 23 -II -1-1 of the 1997 Uniform Building CodeTM and similar tables in the BOCA! National Buildin4q Code/1999 and 1999 Standard Building Code , prepared by Inspection Concepts Inc., dated October 20, 1999, and signed and sealed by Ronald I. Ogawa, P.E. 6.57 Wind analysis and calculations for Hardiplank® lap siding installed with ET & F pin fasteners for exposure categories B, C, and D. Analysis and calculations signed and sealed by Ronald 1. Ogawa, P.E., dated December 14, 1998. 6.58 Wind analysis and calculations for Hardiplank® lap siding based on various test reports of installations with nail and screw fasteners. Analysis and calculations signed and sealed by Ronald I. Ogawa, P.E., dated July 7, 1998. 6.59 Underwriters Laboratories Inc. letter, dated May 29, 1997, recognizing James Hardie Gypsum's '/4 -inch - thick Hardirock® Max "C"TA1 gypsum board as an alternative to Super Fire X gypsum board. 6.60 Underwriters Laboratories Inc. letter, dated February 23, 2000, recognizing James Hardie Gypsum's 1/4 -inch -thick Hardirock Max "C"m gypsum board as an alternative to Super Fire X gypsum board. 6.61 Underwriters Laboratories, Inc., File R8701, Project 96NK16606, dated December 19, 1996, containing results of ANSI/UL 263 (ASTM El 19, NFPA 251), Fire Tests of Building Construction and Materials, for 1/4 -inch -thick x 8 -feet -long x 4 -feet -wide gypsum board installed on steel columns of 25 MSG steel studs spaced at 12- inch centers and fastened with 3 -inch -long Type S self -drilling, self -tapping board screws spaced at 12 -inch centers in a UL G512 assembly. 6.62 Underwriters Laboratories, Inc., File R8701, Project 96NK35820, dated July 23, 1997, containing results of ANSI/UL 263 (ASTM El 19, NFPA 251), Fire Tests of Building Construction and Materials, for %-inch- thick x 144 -inch -long x 48 -inch -wide gypsum board installed it a UL X515 floor -ceiling assembly. 6.63 Wind analysis and calculations for Shingleside HeritageTM panels for exposure categories B, C, and D. Analysis and calculations signed and sealed by Ronald I. Ogawa, P.E., dated December 3, 1999. 6.64 Ramtech Laboratories, Inc., Laboratory Number 11436-99/1612, dated December 20, 1999, containing results of an ASTM E72 Racking Shear Test of 5A5 -inch -thick x 48 -inch -wide x 96- inch -long Hardipanel® Shiplap siding installed on nominal 2 x 4 wood framing members spaced at 16 -inch centers and fastened with 0.092 -inch shank by 0.225 -inch HD by 2 -inch -long nails spaced at 3 inches o.c. perimeter and 8 inches o.c. intermediate framing members. 6.65 Ramtech Laboratories, Inc., Laboratory Number 11436-99/1616, dated December 27, 1999, containing results of an ASTM E72 Racking Shear Test of 5/la-inch-thick x 48 -inch -wide x 96- inch -long Hardipanel® Shiplap siding installed on nominal 2 x 4 wood framing members spaced at 16 -inch centers and fastened with 0.092 -inch shank by 0.225 -inch HD by 2 -inch long nails spaced at 8 inches o.c. perimeter and 8 inches o.c. intermediate framing members. 6.66 Wind analysis and calculations of Ramtech Laboratories, Inc., Test Reports Laboratory Number 11436-99/1612 and 11436/1616, prepared by Inspection Concepts dated January 14, 2000, signed and sealed by Ronald 1. Ogawa, P.E. 6.67 Wind analysis and calculations for Hardipanel® installed on steel studs spaced 16 and 24 inches o.c. Analysis and calculations signed and sealed by Ronald I. Ogawa, P.E., dated June 15, 1999. 6.66 Ramtech Laboratories, Inc., Laboratory Number 11436-99/1619, dated January 19, 2000, containing results of a Uniform Negative Transverse Load Test of 5/1e -inch thick x 48 -inch wide x 96 -inch long Hardi- panel® Shiplap Panel installed on nominal 2 x 4 wood framing members spaced at 16 -inch centers and fastened with 0.092 -inch shank by 0.225 -inch HD by 2 -inch long ring shank nails spaced at 3 inches and 8 inches o.c. perimeter and 8 inches o.c. field. 6.69 Wind analysis and calculations of Ramtech Laboratories, Inc., Test Report Laboratory Number 11436-99/1619, prepared by Inspection Concepts dated February 4, 2000, signed and sealed by Ronald I. Ogawa, P.E. 6.70 Ramtech Laboratories, Inc., Laboratory Number 11443/1613, dated February 10, 2000, containing results of testing, in accordance with ASTM C36, of 5/8 -inch -thick x 48 -inch -wide x 120 -inch -long Titan - FR panel consisting of Hardirock® Max "C"TM gypsum board and 3/32 -inch -thick Hardie fiber -cement board adhered with PVA adhesive. NER-405 I Most lMidely Accepted and Trusted Page 12.of 36 6.71 Ramtech Laboratories, Inc., Laboratory Number 11443/1613, dated March 25, 2000, revision to report to additionally show compliance with ASTM C1278. 6.72 Ramtech Laboratories, Inc., Laboratory Number 11443/1629, dated March 22, 2000, containing testing of Hardibacker 500® in accordance with ASTM C1288, Standard Specification for Discrete Non - Asbestos Fiber -Cement Interior Substrate Sheets. 6.73 Omega Point Laboratories, Report Number 11710- 106315, dated March 7, 2000, containing results of surface burning characteristic testing, indicating compliance with ASTM E84 for the Hardibacker 500 backerboard. 6.74 Ramtech Laboratories, Inc., Laboratory Number 11569/1647, dated June 2, 2000, containing results of water tightness testing performed in accordance with ASTM C1185 on Hardibacker 5000.— - 6.75 Ramtech Laboratories, Inc., Laboratory Number 11569B/1655, dated June 27, 2000, containing results of falling ball impact testing performed in accordance with ASTM D1037 on Hardibacker 500®. 6.76 Ramtech Laboratories, Inc. Laboratory Number 11569A/1654, dated July 10, 2000, containing results of flexural strength testing performed in accordance with ASTM C947, freeze thaw testing performed in accordance with ASTM C666, and bacteria resistance testing performed in accordance with ASTM G22 on the Hardibacker 500®. 6.77 Analysis of screw attachment to 20 -gage metal studs and calculations by Ronald I. Ogawa, P.E., signed and sealed 10/10/01. 6.78 Analysis and wind load and wind speed by analysis of Ramtech Laboratories Report Lab No. IC -1035-88, analysis prepared by Inspection concepts, Inc., 15 -Oct -01, signed and sealed by Ronald 1. Ogawa, RE, 10/16/01. 6.79 Test report on thermal conductivity under ASTM C177 for 13/32 -inch -thick Hardibacker 500, Ramtech Laboratories, Inc., Lab No. 11670/1685, November 29, 2000, signed and sealed by Ronald 1. Ogawa, P.E. and signed by David R. Macey. 6.80 Test report on moisture vapor transmission under ASTM E96 for 13/32 -inch Hardibacker 500, Ramtech Laboratories, Inc., Lab No. 11639/1674, October 10, 2000, signed and sealed by Ronald I. Ogawa, P.E. and signed by David R. Macey. 6.81 Test report equivalency testing for 5/1s -inch Hardipanel Cladding with 6-,4-,3- and 2 -inch nail spacing on 16- and 24 -inch o.c. wood 2x4 studs, Ramtech Laboratories, Inc., Lab No. 11992/1783, January 17, 2002, signed and sealed by Ronald I. Ogawa, P.E. 12/1/02, and David R. Macey, 12/1/02. 7.0 CONDITIONS OF USE Codes"', and the 1998 International One and Two Family Dwelling Code* subject to the following conditions: 7.1 James Hardie Building Products listed in this report shall be installed in accordance with this report. This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 Hardiplank® lap siding and Hardishingle7m cladding shingle and panel sidings shall be installed on exterior walls braced in accordance with the applicable code: 7.2.1 Section 2305.7 of the BOLA® National Building Code. 7.2.2 Section 2308.2 of the Standard Building Code . 7.2.3 Section 2320.11.3- and 2320.11.4 of the Uniform Building Coder . 7.2.4 Section 2308.9.3 of the International Building Code®. 7.2.5 Section R602.10.3 of the International Residential Code®. 7.2.6 Section 602.10 of the International One and Two Family Dwelling Code. 7.3 Design Wind Loads applied to James Hardie Sidings listed in this report shall be determined in accordance with Chapter 16 of the applicable code and shall be less than those shown in the design tables in this report. 7.3.1 Design Tables 2a and 2b as shown in this report provides allowable capacity in MPH for transverse load conditions for James Hardie Sidings attached to studs. When using the International Building Code® the wind speeds must be converted to 3 -second gust wind speed (mph) using Table 1609.3.1 of the IBC and the allowable wind speeds shown in Tables 2a and 2b for the column titled BOCe National Building Code (See 7.3.5 below). 7.3.2 Design Table 3 as shown in this report provides allowable shear capacity in pit for James Hardie Sidings. 7.3.3 Design Tables 6A, 613, 6C, 7A, 713, 7C, 8A, 8B, 8C as shown in this report provides allowable capacity in MPH for transverse load conditions for James Hardie Sidings attached to sheathing. When using the International Building Code the wind speeds must be converted to 3 second gust wind speed (mph) using Table 1609.3.1of the IBC and the allowable wind speeds shown in Tables 6A, 7A, and 8A for the BOCe National Building Code (See 7.3.5 below). The ICC -ES Subcommittee for the National Evaluation 7,3.4 Design Tables 9A, 98, 9C as shown in this Service finds that James Hardie Building Products, as report provides allowable fastener spacing for described in this report, comply with or are suitable James Hardiplank Lap Siding attached to alternates to that specified in the 2000 International ® ® CMUs in 110 MPH wind speed. When using Building Cod?, the BOCA National Building Code/1999, ® the International Building Code fastener the 1999 Standard Building Code*, the 1997 Uniform Building CodsT", the 2000 International Residential Code , spacings shown in Table 9B are applicable for the 2002 Accumulative Supplement to the International a Wind Speed of 130 MPH. NER-006 I Most Widely Accepted and Trusted Page 13 of 35 7.3.5 INTERNATIONAL BUILDING CODE® TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDS"'c V33 85 90 100 105 110 120 125 130 140 145 150 160 1 170 Vfm 70 75 80 85 90 100 105 110 120 125 130 140 150 For SI: 1 mile per hour = 0.44 m/s. a. Linear interpolation is permitted. b. Vas is the 3 second gust wind speed (mph). C. Vrm is the fastest mile wind speed (mph). INTERNATIONAL RESIDENTIAL CODE® TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDS° 3- 85 90 100 105 110 120 125 130 140 145 150 160 170 second gust Fastest 70 75 80 85 90 100 105 110 120 125 130 140 150 mile For SI: 1 mile per hour = 1.609 km/h. a. Linear interpolation is permitted. 7.4 The exterior plank and panel products installed on exterior walls shall be installed over a weather - resistive barrier in accordance with applicable codes. 7.4.1 In jurisdictions adopting the Uniform Building CodeTm and the Standard Building Code , Harditex® baseboard is acceptable for use as water repellant panel sheathing. The weather - resistance performance of joints and terminations has not been evaluated. 7.5 Compressed sheet of equivalent thickness to Species Group 1 plywood is an acceptable alternative to plywood sub0ooring specified in: 7.5.1 Section 2307.3.3 of the BOCA® National Building Code, Table 2307.3.3. 7.5.2 Section 2307.6 of the Standard Building Code®, Table 2307.6C. 7.5.3 Section 2320.9.2 and Table 23 -II -F-1 of the Uniform Building Coder . 7.5.4 Section 2304.7.2 of the International Building Code, Table 2304.7(4). 7.5.5 Section R503.2.1.1 of the International Residential Code®, Table R503.2.1(2). 7.5.6 Section 503.2.1.1of the International One and Two Family Dwelling Code, Table 503.2.1.1(2). 7.6 Use of compressed sheet subfloor as a component of a floor diaphragm is outside the scope of this report. 7.7 5/8 -inch -thick (15.9 mm) Titan =FR panel is recognized as an alternative to 5/8 -inch -thick (15.9 mm) ASTM C36, Type "X", gypsum board, or 5/e -inch -thick ASTM C1278, Type "X" gypsum fiber panel for use in fire -resistive construction recognized in the above referenced codes. 7.8 5/16 -inch -thick (7.5 mm) Hardipanel® cladding and Harditex baseboard are recognized as an alternative to '/8 -inch -thick (9.5 mm) Structural I panel in: 7.8.1 Table 2306.4.6.2 of the BOCe National Building Code. 7.8.2 Table 2310.2.6 of the Standard Building Code®. 7.8.3 Table 23-11-1-1 of the Uniform Building Code TM. 7.8.4 Table 2306.4.1 of the International Building Code®. 7.8.5 Table R703.4 of the International Residential Code®. 7.8.6 Table 703.4 of the International One and Two Family Dwelling Code . 7.9 Flashing shall be installed at all penetrations and terminations in accordance with the applicable code. 7.10 The products shall be manufactured at the following locations with quality control inspections by ICC -ES: • Fontana, California • Cleburne, Texas • Plant City, Florida • Tacoma, Washington • Waxahachie, Texas • Peru, Illinois 7.11 This report is subject to periodic re-examination. For information on the current status of this report, consult the ICC -ES website. NER-405 I Most Widely Accepted and Trusted Page 144of 36 Table 1 STANDARD NOMINAL PLANK & PANEL DIMENSIONS Product Thicknesses Type Width Length (Inches) Hardiplank 4,5-1/4,6,6-1/4,7-1/4.7-1/2,8, 12,14 feet 5/16 8-1/4,9-1/4,9-1/2 11-1/4 & 12 inches Hardisoiit 4, 6, 12, 16, 24 & 48 inches 8 & 12 feet 3/16 & 1/4 (unvented) Hardisofit 4, 6, 12, 16 & 24 inches 12 feet 1/4 (vented) Hardiflex 48 inches 8, 9 & 10 feet 3/16,1/4, 5/16 & 3/8 Hardipanel 48 inches 8, 9 & 10 feet 1/4 & 5/16 Harditex 48 inches 8, 9 & 10 feet 1/4, 5/16, 3/8 & 7/16 Hardipanel Shiplap 48-3/4 inches 8, 9 & 10 feet 5/16 Hardibacker 36 &48 -inches 4, 5, 8 feel 1/4 & 7/16 (backerboard) Hardibacker 500 36 & 48 inches 5, 8, 9, 10 feet 13/32 (backerboard) Titan 48 inches 8, 9 & 10 feet 1/4 & 7/16 (tapered edge) Hardibacker 36 & 48 inches 4, 5 & 8 feet 1/4 (underlaymenl) Titan -FR 48 inches 8, 9 & 10 feet 5/8 Hardishingle cladding shingles 6, 8, & 12 inches 18inches 1/4 Hardishingle panel 48 inches 16 inches 1/4 (square & staggered edge) Hardishingle panel 48 inches 19 inches 1/4 (half round) Compressed Sheet 48 inches 8, 9 ,10 feet %, 5/8 & 3/4 Notes to Table 1: 1. Plank and panel products are also available in other lengths, widths, and thicknesses by special arrangement. 2. 1 inch = 25.4 mm, 1 ft = 304.8 mm NER-405 I Most Widely Accepted and Trusted Page 15 of 35 Table 2a — MAXIMUM WIND SPEED Maximum Basic Wind Speed (Mph) for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Product Thick. Fastener Spacing Frame Spacing of Bldg Building Code Building Code Building Code Type (in.) Type (in.) Type' (in.) (ft) B C D <60ft C D B C D Hardiflex 4d common 20 90 70 - 90 70 - 90 70 - Hardisoffit 3/16 1-1/2 in. long 6 2 x 4 wood 16 40 80 80 80 (unvented) 60 70 70 70 100 70 70 Hardipanel 4d common 20 90 - 90 - 90 - Hardiflex 1-1/2 in. long 16 40 80 80 80 Harditex 1/4 8 2 x 4 wood 60 70 70 70 Hardisoffit 20 70 70 (unvented) 24 40 Hardisoffit 0.083" shank x 2 x 4 0-15 150 140 120 150 150 140 110 (vented) 0.187' HD 20 150 130 120 140 150 130 110 1/4 nail al SG = 0.40 22.5 may 40 150 130 110 130 150 120 100 �ringshank 8" o.c. at all 60 150 120 110 120 150 110 100 bearing 100 140 105 100 105 90 130 105 90 Hardipanel 6d common 20 120 100 - 120 120 - 120 100 - Hardiflex 2 in. long 40 120 95 120 110 120 90 Harditex 1/4 6 2 x 4 wood 16 60 110 90 120 110 120 90 100 100 85 70 95 70 200 90 80 70 80 70 Hardipanel No. 11 ga. 20 110 80 - 110 80 - 110 80 - Hardiflex 1-1/4 in. long 16 40 105 80 105 80 105 80 Harditex galvanized 100 90 70 70 90 70 1/4 roofing nail 6 2 x 4 wood 150 80 70 70 80 70 200 80 80 20 80 80 24 40 80 80 100 70 70 Hardipanel No. 11 ga. 20 120 90 - 120 90 - 120 90 - Hardiflex 1-1/4 in. long 4 edge 40 120 90 120 90 120 90 Harditex 1/4 galvanized 12 field 2 x 4 wood 16 60 110 roofing nail 100 100 80 80 100 80 200 1 90 70 70 90 70 Hardipanel 0.091 in. shank, 0-15 110 100 - 100 80 - 115 85 - Hardiflex 0.225 in. HD, 4 edge 20 110 95 95 75 110 80 Harditex 5/16 1.5 in. long ring 2 x 4 wood2 16 40 95 85 85 70 95 75 shank nail 8 field 60 90 80 80 85 70 100 80 70 70 Hardipanel 4d common 40 110 80 - 110 80 - 110 80 - Hardiflex 1-1/2 in. long 16 100 90 70 70 90 70 Harditex 150 80 80 5/16 8 2 x 4 wood 200 70 70 20 90 90 24 40 80 80 60 70 70 Hardipanel 6d common 20 120 110 - 120 120 - 120 100 - Hardiflex 2 in. long 40 120 100 120 120 120 90 Harditex 5/16 6 2 x 4 wood 16 60 110 95 120 100 120 80 100 100 90 90 95 70 200 90 1 80 80 Hardipanel 6d common 20 110 80 - 120 110 - 120 80 - Hardiflex 2 in. long 40 100 80 105 90 105 80 Harditex 5/16 6 2 x 4 wood 24 60 90 70 95 90 95 70 100 80 70 80 200 70 70 Hardipanel 6d common20 120 120 - 120 120 - 120 100 - Hardiflex 2 in. long 40 120 120 120 120 120 100 Harditex 5/16 4 2 x 4 wood 16 60 120 120 120 110 120 90 100 120 110 80 120 80 200 120 100 70 105 70 NER-405 I Most Widely Accepted and Trusted Page 116.of 35 Table 2a — MAXIMUM WIND SPEED Maximum Basic Wind Speed (Mph) for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Building Code Building Code Building Code Product Thick. Fastener Spacing Frame Spacing of Bldg Type (in.) Type (in.) Type' (in.) (ft) B C D 60 ft C D B C D Hardipanel 6d common 20 120 105 - 120 120 - 120 105 - Hardiflex 2 in. long 40 120 100 120 110 120 95 Harditex 5/16 4 2 x 4 wood 24 60 110 90 120 110 120 90 100 100 85 80 100 80 200 90 80 70 80 70 Hardipanel 6d common 40 120 90 - 120 90 - 120 90 - Hardifiex 5/16 2 in. long 6 edge 2 x 4 wood 16 60 110 Harditex 12 field 100 100 80 80 100 80 200 90 70 70 90 70 Hardipanel 0.092" shank x 0-15140 110 95 125 150 110 90 hiplap 2" x 0225' HD 3 edge 2 x 4 20 130 - 105 95 120 150 105 85 Panel 5/16 ringshank nail g field 16 ---40 120- - 95 90 110 130 95 80 SG = 0.40 60 115 90 85 100 120 90 75 100 105 85 80 80 - 95 80 - Hardipanel0.092" shank x 0-15 130 100 90 120 150 105 85 hiplap 2" x 0.225' HD 4 edge8 2-4 20 130 100 90 115 140 100 80 Panel 5116 ringshank nail field 16 40 115 95 85 125 90 75 SG = 0.40 60 110 90 80 95 95 115 85 75 100 100 80 75 75 - 90 75 - Hardipanel 0.092" shank • 0-15 130 95 85 115 140 90 80 hiplap 2" x 0.225' HD 5 edge 2 x 4 20 120 95 80 110 140 90 80 Panel 5/16 ringshank nail 8 field 16 40 110 85 80 95 120 85 75 SG = 0.40 60 100 80 75 90 110 80 - 100 90 80 70 - - 90 75 - Hardipanel 0.092"shank x 0-15 120 90 80 105 140 95 75 hiplap 2" x 0.225' HD 6 edge 2 x 4 20 115 90 80 100 130 90 70 Panel 5/16 ringshank nail 8 field 16 40 110 85 75 90 110 80 70 SG = 0.40 60 100 80 75 85 100 75 - 100 95 75 - - - 80 - - Hardipanel 0.092" shank x 0-15 110 85 75 100 130 90 70 hiplap 2" x 0.225' HD 7 edge 2 x 4 20 110 80 70 95 120 85 70 Panel 5/16 ringshank nail 8 field 16 40 100 80 70 85 100 80 - SG = 0.40 60 90 75 - 80 90 70 - 100 85 70 - - - 75 - - Hardipanel 0.092" shank x 0-15 105 80 70 90 120 80 70 hiplap 2" x 0.225' HD 8 edge 2 x 4 20 100 80 70 90 110 80 - Panel 5/16 ringshank nail 8 field 16 40 90 70 - 80 95 70 - SG = 0.40 60 85 70 - 75 90 - - 100 80 - - 75 - - Hardiflex No. 11 ga 20 120 120 - 120 120 - 120 120 - Harditex 1-3/4 in. long 40 120 110 120 110 120 110 7/16 galvanized 6 2 x 4 wood 16 60 120 110 120 100 120 100 roofing nail 100 110 110 90 110 90 200 110 100 80 100 80 Hardishingle0.063" shank 0-15 100 70 - 80 110 70 - Panel x0.187' HD 20 90 70 - 80 105 70 - Straight 1/4 ringshank nail 13.75 - 40 85 70 - 70 90 70 - Installation into OSB only 60 80 - - 70 80 - - 100 70 - - - - 70 - - Hardishingle 0.083" shank 0-15 90 70 - 80 9070 - Panel x0.187' HD 20 90 70 - 80 90 - - Staggered 1/4 ringshank nail 13.75 - 40 80 - - 70 80 - - Installation into OSB only 60 70 - - - 70 - - 100 - - - - - - - - Hardishingle 0.083" shankx 0-15 150 120 110 150 150 120 100 Panel 0.187' HD 2 x 4 20 150 120 100 150 150 120 100 1/4 ringshank nail at 16 40 140 110 100 130 150 110 90 each stud SG = 0.40 60 130 105 95 120 140 100 90 100 120 100 90 90 80 110 90 80 NER-405 I Most Widely Accepted and Trusted - - Page 17 of 35 Table 2a — MAXIMUM WIND SPEED Notes to Table 2a: 1. Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 2. Values are for species of wood having a specific gravity of 0.36 or greater. Maximum Basic Wind Speed (Mph) for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Product Thick. Fastener Spacing Frame Spacing of Bldg Building Code Building Code Building Code Type (in.) Type (in.) Type' (in.) (ft) B C D <60it C D B C D Hardishingle 0.083" shank x 0-15 115 90 80 100 130 90 70 Panel 0.187' HD 2 x 4 20 110 85 70 100 120 85 70 1/4 ringshank nail at 24 40 105 80 70 90 110 80 - each stud SG = 0.40 60 90 75 - 85 100 75 - 100 85 70 - - - 80 - - Hardiflex Min. No. 8 x 1 Min. No. 20 ga. 20 80 70 - 80 70 - 80 70 - Hardisoffit in. long x 0.323 x 3-5/8 in 40 80 80 80 (unvented) 3/16 in. HD ribbed 6 .x1- 3/8 in. metal C- 16 60 70 70 70 buglehead stud 100 70 70 screws Hardipanel Min. No. 8 x 1 20 120 90 N/A 120 90 N/A 120 90 N/A Hardiflex in. long x 0.323 16 40 110 90 110 90 110 90 Harditex in. HD ribbed Min. No. 20 ga. 60 100 80 100 80 100 80 buglehead x 3in.x1- 100 90 80 80 90 80 1/4 screws 6 3/8 in.n. metal C- 150 90 70 70 90 70 stud 200 80 70 90 70 80 70 20 90 70 80 70 90 70 24 40 80 80 100 70 70 Hardipanel ET & F Min. No. 20 ga. 0-15 150 115 100 130 150 120 100 0.100 x 1.5' x 4 edge x 3.62" x 20 140 110 100 130 150 110 90 5/16 25" HD 8 field 1.375' Metal C- 16 40 130 105 90 120 140 100 90 ES 4144 stud 60 120 100 90 110 130 100 80 100 110 95 1 85 1 1 75 - 105 1 85 1 70 Hardipanel ET & F Min. No. 20 ga. 0-15 120 90 80 105 135 90 75 0.100 x 1.5' x 4 edge x 3.62" x 20 110 85 75 100 130 90 70 5/16 25' HD 8 field 1.375Metal C- 24 40 100 80 70 90 110 80 70 ES 4144 stud 60 95 75 70 85 100 75 70 100 85 70 - - - 80 - - Hardiflex Min. No. 8 x 1 Min. No. 20 ga. 20 120 120 - 120 120 - 120 120 - Harditex in. long x 0.311 x 3-5/8 in.x1- 40 120 120 120 120 120 120 7/16 in. HD ribbed 6 3/8 in. metal C- 16 60 120 110 120 120 120 110 buglehead stud 100 120 110 90 120 90 screws 200 110 110 80 100 80 Notes to Table 2a: 1. Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 2. Values are for species of wood having a specific gravity of 0.36 or greater. NER-405 I Most Widely Accepted and Trusted page?&of 35 Table 2b -MAXIMUM WIND SPEED Maximum Basic Wind Speed (Mph) for Exposure Category Uniform Standard SOCA National Product Fastener Stud Height Product (in.) Fastener Spacing Frame Spacing of Bldg Building Code Building Code Building Code Thick. Width Type Type (in.) Type' (in.) (0) B C I D 1<60ftj C D B C D Hardiplank 5/16 4.00 ET & F pin Through Min. No. 20 ga. x 16 0-15 150 150 150 150 150 150 150 0.100 x 1.5" Overlap 3.62" x 1.375" 20 150 150 150 150 150 150 150 x 0.25" HD Metal C -stud 40 150 150 150 150 150 150 150 60 150 150 150 150 150 150 140 100 150 150 150 140 120 150 140 120 Hardiplank 5/16 6.00 ET & F pin Through Min. No. 20 ga. x 16 0-15 150 150 140 150 150 150 130 0.100 x 1.5" Overlap 3.62" x 1.375" 20 150 150 140 150 150 150 130 x 0.25" HD Metal C -stud 40 150 140 130 150 150 140 120 60 150 130 120 150 150 130 110 100 1150 13011201 1110 100 140 110 100 Hardiplank 5/16 6.25 ET & F pin Through Min. No. 20 ga. x -16 0-15 - 150 150 140 --150 150 150 130 0.100 x 1.5" Overlap 3.62".x 1.375" 20 150 150 130 150 - 150 150 120 x 0.25" HD Metal C -stud 40 150 140 130 150 150 140 120 60 140 130 120 150 150 130 110 100 130 130 120 110 100 130 110 100 Hardiplank 5/16 7.50 ET & F pin Through Min. No. 20 ga. x 16 0-15 150 140 120 150 150 140 110 0.100 x 1.5" Overlap 3.62" x 1.375" 20 150 130 120 150 150 130 110 x 0.25" HD Metal C -stud 40 150 120 110 130 150 120 105 60 140 120 110 130 150 110 110 100 130 1101 1001 1100 80 120 100 80 Hardiplank 5/16 8.00 ET & F pin Through Min. No. 20 ga. x 16 0-15 150 130 110 150 150 130 110 0.100 x 1.5" Overlap 3.62" x 1.375" 20 150 130 110 150 150 130 110 x 0.25" HD Metal C -stud 40 150 120 110 130 150 120 100 60 130 110 105 12 150 110 90 100 130 110 100 95 90 1120 95 1 85 Hardiplank 5/16 8.25 ET & F pin Through Min. No. 20 ga. x 16 0-15 150 130 110 150 150 130 110 0.100 x 1.5" Overlap 3.62" x 1.375" 20 150 130 110 140 150 130 100 x 0.25" HD Metal C -stud 40 140 110 100 130 150 115 100 60 130 110 100 120 140 110 90 100 1201 1051 100 1 90 80 120 90 80 Hardiplank 5/16 9.50 ET & F pin Through Min. No. 20 ga. x 16 0-15 150 120 105 140 150 120 100 0.100 x 1.5" Overlap 3.62" x 1.375" 20 150 120 100 130 150 120 100 x 0.25" HD Metal C -stud 40 140 110 100 120 140 110 90 60 120 105 90 110 130 100 90 100 120 100 90 80 75 1 1101 80 1 75 Hardiplank 5/16 12.00 ET & F pin Through Min. No. 20 ga. x 16 0-15 140 110 90 120 150 110 90 0.100 x 1.5" Overlap 3.62" x 1.375" 20 140 105 90 120 150 110 90 x 0.25" HD Metal C -stud 40 120 100 90 110 130 100 80 60 110 95 85 100 120 90 80 100 105 90 80 75 70 100 75 70 Hardiplank 5/16 4.00 ET & F pin Through Min. No. 20 ga. x 24 0-15 150 140 130 150 150 150 120 0.100 x 1.5" Overlap 3.62" x 1.375" 20 150 140 125 150 150 140 120 x 0.25" HD Metal C -stud 40 150 130 120 150 150 135 110 60 150 125 115 140 150 125 105 100 140 120 100 1001 90 13011001 90 Hardiplank 5/16 6.00 ET & F pin Through Min. No. 20 ga. x 24 0-15 150 120 100 140 150 120 100 0.100 x 1.5" Overlap 3.62" x 1.375" 20 150 115 100 135 150 120 100 x 0.25" HD Metal C -stud 40 130 110 95 120 140 105 90 60 125 100 90 110 130 100 85 100 115 100 90 80 70 110 80 75 Hardiplank 5/16 6.25 ET & F pin Through Min. No. 20 ga. x 24 0-15 150 120 100 135 150 120 100 0.100 x 1.5" Overlap 3.62" x 1.375" 20 150 110 100 130 150 110 95 x 0.25" HD Metal C -stud 40 130 105 95 120 130 105 90 60 120 100 90 110 120 100 80 100 110 95 90 80 70 90 90 70 Hardiplank 5/16 7.50 ET & F pin Through Min. No. 20 ga. x 24 0-15 130 100 90 120 150 100 85 0.100 x 1.5" Overlap 3.62" x 1.375" 20 125 100 85 110 140 100 80 x 0.25" HD Metal C -stud 40 115 90 80 100 120 90 75 60 110 85 80 95 110 80 75 100 100 80 1 75 75 90 70 NER-485 I Most Widely Accepted and Trusted - Page 19 of 35 Table 2b - MAXIMUM WIND SPEED Maximum Basic Wind Speed (Mph) for Exposure Category Uniform Building Code Standard Building Code BOCA National Building Code Product Product (in.) Fastener Fastener Spacing Frame Stud Spacing Height of Bldg Thick. Width Type Type (in.) Type' (in.) (ft) B C D <60ft C D B C D Hardiplank 5/16 8.00 ET & F pin Through Min. No. 20 ga. x 24 0-15 130 100 85 115 150 100 80 0.100 x 1.5' Overlap 3.62" x 1.375' 20 120 95 80 110 140 100 80 x 0.25' HD Metal C -stud 40 110 90 80 100 120 90 75 60 105 85 75 95 110 80 70 100 95 80 70 70 - 90 70 - Hardiplank 5/16 8.25 ET & F pin Through Min. No. 20 ga. x 24 0-15 125 95 85 110 140 100 80 0.100 x 1.5' Overlap 3.62" x 1.375" 20 120 90 80 105 140 90 80 x 0.25' HO Metal C -stud 40 110 85 80 95 120 85 70 60 100 80 75 90 110 80 70 100 90 80 70 70 - 90 70 - Hardiplank 5/16 9.50 ET & F pin Through Min. No. 20 ga. x 24 0-15 120 90 80 100 130 90 70 0.100 x 1.5 Overlap 3.62" x 1.375' 20 110 90 75 100 130 90 70 x 0.25' HD Metal C -stud 40 100 80 70 90 110 80 70 60 90 80 70 85 110 80 - 100 85 70 - - - 80 - - Hardiplank 5/16 12.00 ET & F pin Through Min. No. 20 ga. x 24 0-15 100 80 - 90 120 80 - 0.100 x 1.5' Overlap 3.62" x 1.375' 20 100 80 - 90 110 80 - x 0.25' HD Metal C -stud 40 90 70 - 80 90 70 - 60 85 70 - 75 90 - - 100 80 - - 1 70 - - Hardiplank 5/16 4.00 ET & F Through Min. No. 20 ga. x 16 0-15 150 150 150 150 150 150 150 Panelfast top edge 3.62" x 1.375' 20 150 150 150 150 150 150 150 0.100 x 1.5' of plank Metal C -stud 40 150 150 150 150 150 150 150 x 0.313" HD 60 150 150 150 150 150 150 150 100 150 150 150 1150 150 1150 150 140 Hardiplank 5/16 6.00 ET & F Through Min. No. 20 ga. x 16 0-15 150 110 100 130 140 110 90 Panelfast top edge 3.62" x 1.375' 20 150 110 100 140 140 105 85 0.100 x 1.5' of plank Metal C -stud 40 130 100 90 120 130 95 80 x 0.313" HD 60 120 100 90 110 120 90 80 100 110 90 80 75 - 95 75 - Hardiplank 5/16 6.25 ET & F Through Min. No. 20 ga. x 16 0-15 140 110 100 130 150 100 85 Panelfast top edge 3.62" x 1.375' 20 140 110 90 120 140 100 80 0.100 x 1.5' of plank Metal C -stud 40 120 100 90 115 120 90 75 x 0.313" HD 60 120 95 85 105 110 85 70 100 1101 90 1 80 1 1 70 - 90 70 - Hardiplank 5/16 7.50 ET & F Through Min. No. 20 ga. x 16 0-15 120 90 80 110 130 90 70 Panelfast top edge 3.62" x 1.375' 20 120 90 80 100 120 85 70 0.100 x 1.5' of plank Metal C -stud 40 110 80 75 95 105 75 - x 0.313" HD 60 100 80 70 90 95 70 - 100 90 75 70 - - 75 - - Hardiplank 5/16 8.00 ET & F Through Min. No. 20 ga. x 16 0-15 110 90 80 100 120 80 70 Panelfast top edge 3.62" x 1.375' 20 110 85 70 100 110 80 - 0.100 x 1.5" of plank Metal C -stud 40 100 80 70 90 100 70 - x 0.313" HD 60 90 70 70 80 90 70 - 100 80 70 - 1 70 - I - Hardiplank 5/16 8.25 ET & F Through Min. No. 20 ga. x 16 0-15 110 90 70 100 120 80 - Panelfast top edge 3.62" x 1.375' 20 110 80 70 95 110 80 - 0.100 x 1.5" of plank Metal C -stud 40 100 80 70 85 100 70 - x 0.313" HD 60 90 70 - 70 90 - - 100 80 70 - - - 70 - - Hardiplank 5/16 4.00 ET & F Through Min. No. 20 ga. x 24 0-15 150 150 150 150 150 150 150 Panelfast top edge 3.62" x 1.375' 20 150 150 150 150 150 150 150 0.100 x 1.5' of plank Metal C -stud 40 150 150 150 150 150 150 140 x 0.313" HD 60 150 1501 150 150 150 150 130 100 1501 50 1501 1130 110 150 130 110 Hardiplank 5/16 6.00 ET & F Through Min. No. 20 ga. x 24 0-15 130 100 90 110 140 95 80 Panelfast top edge 3.62" x 1.375' 20 120 100 85 110 130 90 70 0.100 x 1.5' of plank Metal C -stud 40 110 90 85 100 110 80 70 x 0.313" HD 60110 85 80 90 105 80 - 100 100 80 70 - 80 - - NER-405 I Most Widely Accepted and Trusted Frage 20.of 35 Table 2b — MAXIMUM WIND SPEED Maximum Basic Wind Speed (Mph) for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Product (in.) Fastener Spacing Frame Spacing of Bldg Building Code Building Code Building Code Thick. Width Type Type (in.) Type' (in.) (ft) B C D <60ftl C I D B I C I D Hardiplank 5/16 6.25 ET & F Through Min. No. 20 ga. x 24 0-15 120 95 80 110 130 90 70 Panelfast top edge 3.62" x 1.375' 20 120 90 80 100 120 85 70 0.100 x 1.5" of plank Metal C -stud 40 110 85 70 90 110 80 - x 0.313" HD 60 100 80 70 80 90 75 - 100 1 90 70 70 - - 70 - - Hardiplank 5/16 7.50 ET & F Through Min. No. 20 ga. x 24 0-15 110 90 70 100 12080 70 Panelfast top edge 3.62" x 1.375' 20 110 85 70 100 110 80 - 0.100 x 1.5' of plank Metal C -stud 40 100 80 70 90 100 70 - x 0.313" HD 60 90 75 70 80 90 70 - 100 85 70 - - - 70 - - Hardiplank 5/16 8.00 ET& F Through Min. No. 20 ga. x -- 24- - 0-15- 100 80 70 90 110 70 - Panelfast top edge 3.62" x 1.375" 20 100 75 70 - 90 100 70 - 0.100 x 1.5" of plank Metal C -stud 40 90 70 - 80 85 - - x 0.313" HD 60 80 - - 75 80 - - 100 75 - - - - - I - I - Hardiplank 5/16 8.25 ET & F Through Min. No. 20 ga. x 24 0-15 90 70 - 80 100 - - Panelfast top edge 3.62" x 1.375' 20 90 70 - 80 90 - - 0.100 x 1.5' of plank Metal C -stud 40 80 - - 70 80 - - x 0.313" HD 60 75 - - 70 70 - - 100 70 - - - - - - - Hardiplank 5/16 4.00 6d common 2" Through 2 x 4 16 0-15 150 150 150 150 150 150 150 long Overlap 20 150 150 150 150 150 150 150 40 150 150 150 150 150 150 150 60 150 150 150 150 150 150 130 100 1150 150 140 130 120 1150 1130 1120 Hardiplank 5/16 6.00 6d common 2" Through 2 x 4 16 0-15 150 150 135 150 150 150 130 long Overlap 20 150 150 130 150 150 150 130 40 150 150 120 150 150 140 120 60 150 150 120 150 150 130 115 100 150 1150 1120 1110 100 140 110 100 Hardiplank 5/16 6.25 6d common 2" Through 2 x 4 16 0-15 150 150 120 150 150 150 130 long Overlap 20 150 150 120 150 150 1501 120 40 150 150 120 150 150 40 120 60 150 130 120 150 150 130 115 100 150 130 110 110 100 150 110 100 Hardiplank 5/16 7.50 6d common 2" Through 2 x 4 16 0-15 1501 150 120 150 150 140 120 long Overlap 20 50 150 120 150 150 140 120 40 150 130 110 140 150 120 120 60 150 120 110 130 150 120 115 100 .13011101110 11101 90 140 1001 90 Hardiplank 5/16 8.00 6d common 2" Through 2 x 4 16 0-15 150 130 120 150 150 140 110 long Overlap 20 150 130 115 150 150 140 110 40 150 120 110 130 150 120 100 60 140 120 105 130 150 115 100 100 130 110 100 95 85 1120 95 85 Hardiplank 5/16 8.25 6d common 2" Through 2 x 4 16 0-15 150 130 115 150 150 140 110 long Overlap 20 150 130 110 150 150 130 100 40 150 120 110 130 150 120 100 60 140 115 105 120 150 110 100 100 1 1301 110 1001 1 95 80 130 95 80 Hardiplank 5/16 9.50 6d common 2" Through 2 x 4 16 0-15 150 120 110 140 150 130 105 long Overlap 20 150 120 110 140 150 120 100 40 140 110 100 120 140 120 95 60 130 105 100 120 120 120 90 100 120 100 95 90 80 115 90 80 Hardiplank 5/16 12.00 6d common 2" Through 2-4 16 0-15 140 110 95 130 150 110 95 long Overlap 20 140 105 95 120 150 110 90 40 120 100 90 110 140 100 85 60 115 95 85 105 120 95 80 100 110 90 80 1 80 70 100 80 1 70 NER-405 I Most Widely Accepted and Trusted Page 21 of 35 Table 2b — MAXIMUM WIND SPEED Maximum Basic Wind Speed (Mph) for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Product (in.) Fastener Spacing Frame Spacing of Bldg Building Code Building Code Building Code Thick. Width Type Type (in.) Type' (in.) (ft) B C I D 1<60ftj C D B C D Hardiplank 5/16 4.00 6d common 2" Through 2 x 4 24 0-15 150 130 115 150 150 130 110 long Overlap 20 150 130 110 140 150 130 110 40 150 120 110 130 150 120 100 60 140 120 100 120 150 115 95 100 130 110 100 95 80 120 95 80 Hardiplank 5/16 6.00 6d common 2" Through 2 x 4 24 0-15 140 110 95 130 120 110 90 long Overlap 20 140 100 95 120 120 110 90 40 130 100 95 110 120 100 80 60 115 95 85 105 120 90 80 100 1051 90 1 80 1 1 80 70 1 1001 80 70 Hardiplank 5/16 6.25 6d common 2" Through 2 x 4 24 0-15 120 105 95 120 120 110 90 long Overlap 20 120 100 90 120 120 100 85 40 120 95 85 110 120 95 80 60 110 90 80 100 120 90 80 100 105 85 80 80 70 100 80 70 Hardiplank 5/16 7.50 6d common 2" Through 2 x 4 24 0-15 120 95 85 110 120 100 80 long Overlap 20 120 95 85 110 120 95 80 40 110 85 80 100 120 90 75 60 100 85 75 95 120 85 70 100 95 1 80 70 1 70 70 1 90 70 - Hardiplank 5/16 8.00 6d common 2" Through 2 x 4 24 0-15 120 95 80 110 120 100 80 long Overlap 20 120 95 80 105 120 90 70 40 105 85 70 100 110 80 70 60 100 85 70 90 105 80 70 100 90 75 70 70 - 85 70 - Hardiplank 5/16 8.25 6d common 2" Through 2 x 4 24 0-15 115 95 80 110 120 95 80 long Overlap 20 115 95 80 100 120 90 75 40 105 85 70 95 110 80 70 60 100 85 70 90 105 75 70 100 90 1 75 70 85 - - Hardiplank 5/16 9.50 6d common 2" Through 2 x 4 24 0-15 110 85 75 100 120 90 70 long Overlap 20 110 85 70 95 120 85 70 40 95 75 70 85 100 80 - 60 90 75 - 85 100 70 - 100 85 70 - - - 80 - - Hardiplank 5/16 12.00 6d common 2" Through 2 x 4 24 0-15 70 75 - 90 110 80 - long Overlap 20 95 70 - 85 110 75 - 40 90 70 - 80 95 70 - 60 80 - - 75 85 - - 100 70 - - - - 70 - - Hardiplank 5/16 4.00 No. 8-18 x Through Min. No. 20 ga. x 16 0-15 150 150 150 150 150 150 150 1-5/8" long x Overlap 3.62" x 1.375" 20 150 150 150 150 150 150 140 0.323" HD Metal C -stud 40 150 150 140 150 150 150 140 ribbed bugle 60 150 150 140 150 150 150 130 head screw 100 150 150 130 130 115 150 130 115 Hardiplank 5/16 6.00 No. 8 x Through Min. No. 20 ga. x 16 0-15 150 150 140 150 150 150 120 1-5/8" long x Overlap 3.62" x 1.375" 20 150 140 140 150 150 140 120 0.323" HD Metal C -stud 40 150 130 130 150 150 130 115 ribbed bugle 60 150 130 130 140 150 120 110 head screw 100 140 120 120 1105 95 135 105 95 Hardiplank 5/16 6.25 No. 8 x Through Min. No. 20 ga. x 16 0-15 150 140 120 150 150 150 120 1-5/8" long x Overlap 3.62" x 1.375" 20 150 140 120 150 150 140 120 0.323" HD Metal C -stud 40 150 130 110 140 150 130 110 ribbed bugle 60 150 120 110 140 150 120 105 head screw 100 140 120 110 105 90 130 105 90 Hardiplank 5/16 7.50 No. 8 x Through Min. No. 20 ga. x 16 0-15 150 130 110 150 150 130 110 1-5/8" long x Overlap 3.62" x 1.375" 20 150 120 110 140 150 130 105 0.323" HD Metal C -stud 40 140 110 105 130 150 115 100 ribbed bugle 60 130 110 100 120 150 110 90 head screw 100 120 100 95 90 80 115 90 80 NER-405 I Most Widely Accepted and Trusted Page 21of 35 Table 2b -MAXIMUM WIND SPEED Maximum Basic Wind Speed (Mph) for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Product(in.) Fastener Spacing Frame Spacing of Bldg Building Code Building Code Building Code Thick. Width Type Type (in.) Type' (in.) (ft) B C D <60ft C D B C D Hardiplank 5/16 8.00 No. 8 x Through Min. No. 20 ga. x 16 0-15 150 130 110 150 150 130 110 1-5/8" long x Overlap 3.62" x 1.375' 20 150 120 110 140 150 130 105 0.323" HD Metal C -stud 40 150 110 105 130 150 115 100 ribbed bugle 60 150 110 100 120 140 110 90 head screw 1 100 1 130 100 95 90 80 115 90 80 Hardiplank 5/16 8.25 No. 8 x Through Min. No. 20 ga. x 16 0-15 150 120 110 140 150 130 110 1-5/8" long x Overlap 3.62" x 1.375' 20 150 120 110 140 150 120 105 0.323" HD Metal C -stud 40 140 110 105 120 150 115 100 ribbed bugle 60 120 110 100 120 140 105 90 head screw 100 120 1001 95 1 90 80 1 1151 90 80 Hardiplank 5/16 9.50 No. 8 x - Through Min. No. 20 ga. x - 16 0-15 - 150 115 100 130- 150 120 100 1-5/8" long x Overlap 3.62"x 1.375" 20 150 110 100 130 150 115 95 0.323" HD Metal. C -stud 40 130 110 95 120 140 105 90 ribbed bugle 60 120 110 90 110 130 100 85 head screw 100 1115 95 85 85 75 110 85 75 Hardiplank 5/16 12.00 No. 8 x Through Min. No. 20 ga. x 16 0-15 130 100 90 120 150 110 90 1-5/8" long x Overlap 3.62' x 1.375' 20 130 100 90 120 150 105 80 0.323" HD Metal C -stud 40 120 90 80 100 120 95 80 ribbed bugle 60 110 90 80 100 120 90 75 head screw 100 1001 85 80 75 - 95 75 - Hardiplank 5/16 4.00 No. 8 x Through Min. No. 20 ga. x 24 0-15 150 150 130 150 150 150 120 1-5/8" long x Overlap 3.62' x 1.375' 20 150 140 130 150 150 140 120 0.323" HD Metal C -stud 40 150 130 120 150 150 130 110 ribbed bugle 60 150 130 110 140 150 120 110 head screw 100 140 11011101 1105 90 13511051 90 Hardiplank 5/16 6.00 No. 8 x Through Min. No. 20 ga. x 24 0-15 150 130 105 140 150 120 100 1-5/8" long x Overlap 3.62" x 1.375' 20 150 130 100 130 150 120 100 0.323" HD Metal C -stud 40 150 110 100 120 140 110 95 ribbed bugle 60 140 105 90 115 130 100 90 head screw 100 11301 100 90 85 75 110 85 75 Hardiplank 5/16 6.25 No. 8 x Through Min. No. 20 ga. x 24 0-15 150 120 100 135 150 150 100 1-5/8" long x Overlap 3.62' x 1.375' 20 150 110 100 130 150 140 95 0.323" HD Metal C -stud 40 130 105 90 120 140 130 90 ribbed bugle 60 120 100 90 110 130 120 85 head screw 100 110 95 90 85 70 110 85 75 Hardiplank 5/16 7.50 No. 8 x Through Min. No. 20 ga. x 24 0-15 140 110 90 120 150 110 90 1-5/8" long x Overlap 3.62' x 1.375' 20 130 100 90 120 150 105 90 0.323" HD Metal C -stud 40 120 95 85 110 130 95 80 ribbed bugle 60 110 90 80 100 120 90 80 head screw 100 1001 90 1 80 1 80 70 1115 80 70 Hardiplank 5/16 8.00 No. 8 x Through Min. No. 20 ga. x 24 0-15 130 105 90 120 150 110 90 1-5/8" long x Overlap 3.62' x 1.375' 20 130 100 90 115 150 105 85 0.323" HD Metal C -stud 40 120 95 80 105 130 95 80 ribbed bugle 60 110 90 80 100 120 90 75 head screw 100 100 85 80 75 - 95 75 - Hardiplank 5/16 8.25 No. 8 x Through Min. No. 20 ga. x 24 0-15 130 100 90 120 150 105 90 1-5/8" long x Overlap 3.62' x 1.375' 20 130 100 90 115 150 105 85 0.323" HD Metal C -stud 40 120 90 80 105 120 90 80 ribbed bugle 60 110 90 80 100 115 85 75 head screw 100 100 85 75 75 - 95 75 - Hardiplank 5/16 9.50 No. 8 x Through Min. No. 20 ga. x 24 0-15 120 95 80 110140 100 80 1-5/8" long x Overlap 3.62' x 1.375' 20 120 90 80 105 140 95 80 0.323" HD Metal C -stud 40 110 85 75 95 120 85 75 ribbed bugle 60 100 80 70 90 110 80 70 head screw 100 90 80 70 70 - 90 70 - Hardiplank 5/16 12.00 No. 8 x Through Min. No. 20 ga. x 24 0-15 115 80 70 100 130 90 70 1-5/8" long x Overlap 3.62' x 1.375' 20 110 80 70 95 120 85 70 0.323" HD Metal C -stud 40 95 75 70 85 100 75 - ribbed bugle 60 90 70 - 80 95 70 - head screw 100 80 70 1 - - - 80 - - NER405 I Most l4rdely Accepted and Trusted Page 23 of 35 Table 2b — MAXIMUM WIND SPEED Maximum Basic Wind Speed (Mph) for Exposure Category Uniform Building Code Standard Building Code BOCA National Building Code Product Product (in) Fastener Fastener Spacing Frame Stud Spacing Height of Bldg Thick. Width Type Type (in.) Type' (in.) (ft) B C I D 1c60ftj C D B C D Hardiplank 5/16 4.00 No. 11 ga. Through 2 x 4 16 0-15 150 150 150 150 150 150 150 1-1/4" long top edge wood 20 150 150 150 150 150 150 150 Galy. roofing of plank 40 150 150 150 150 150 150 150 nail 60 150 150 150 150 150 150 150 100 150 150 150 140 120 150 140 120 Hardiplank 5/16 6.00 No. 11 ga. Through 2 x 4 16 0-15 150 150 130 150 150 150 130 1-1/4" long top edge wood 20 150 150 130 150 150 150 120 gals. roofing of plank 40 150 140 120 150 150 130 115 nail 60 150 130 120 140 150 130 110 100 150 120 110 110 95 140 110 95 Hardiplank 5/16 6.25 No. 11 ga. Through 2 x 4 16 0-15 150 150 130 150 150 150 120 1-1/4" long top edge wood 20 150 140 120 150 150 140 120 gals. roofing of plank 40 150 130 120 150 150 130 110 nail 60 150 130 110 140 150 120 110 100 140 120 1101 1100 95 135 100 95 Hardiplank 5/16 7.50 No. 11 ga. Through 2 x 4 16 0-15 150 130 115 150 150 130 110 1-1/4" long top edge wood 20 150 130 110 140 150 130 110 galy. roofing of plank 40 150 120 110 135 150 120 100 nail 60 140 115 105 125 150 110 95 100 130 110 100 95 85 120 95 85 Hardiplank 5/16 8.00 No. 11 ga. Through 2 x 4 16 0-15 150 130 110 150 150 130 105 1-1/4" long lop edge wood 20 150 120 110 140 150 120 100 galy. roofing of plank 40 140 115 100 130 150 115 95 nail 60 130 110 100 120 140 110 95 100 12011101 95 1 90 180 1115 90 1 80 Hardiplank 5/16 8.25 No. 11 ga. Through 2 x 4 16 0-15 150 120 110 140 150 130 105 1-1/4" long top edge wood 20 150 120 105 140 150 120 105 galy. roofing of plank 40 140 110 100 125 150 110 95 nail 60 130 110 100 120 140 105 90 100 120 100 95 90 80 115 90 80 Hardiplank 5/16 9.50 No. 11 ga. Through 2 x 4 16 0-15 150 110 100 130 150 120 100 1-1/4" long top edge wood 20 140 110 100 130 150 115 95 galy. roofing of plank 40 130 100 90 115 140 100 90 nail 60 120 100 90 110 130 100 85 100 110 95 80 1 80 70 1051 80 70 Hardiplank 5/16 12.00 No. 11 ga. Through 2 x 4 16 0-15 130 100 90 115 150 105 85 1-1/4" long top edge wood 20 120 100 80 110 140 100 80 galy. roofing of plank 40 110 90 80 100 120 95 75 nail 60 110 80 80 95 110 85 75 100 100 80 75 75 - 90 75 1 - Hardiplank 5/16 4.00 No. 11 ga. Through 2 x 4 24 0-15 150 150 140 150 150 150 130 1-1/4" long top edge wood 20 150 150 140 150 150 150 130 galy. roofing of plank 40 150 150 130 150 150 140 120 nail 60 150 140 130 150 150 140 120 100 150 13011201 1115 105 150 115 105 Hardiplank 5/16 6.00 No. 11 ga. Through 2 x 4 24 0-15 150 120 110 140 150 130 105 1-1/4" long lop edge wood 20 150 120 105 140 150 120 105 galy. roofing of plank 40 140 110 100 125 150 110 95 nail 60 130 110 100 115 140 105 90 100 1120 100 100 90 80 1101 90 1 80 Hardiplank 5/16 6.25 No. 11 ga. Through 2 x 4 24 0-15 150 120 110 140 150 125 100 1-1/4" long top edge wood 20 150 120 100 130 150 120 100 galy. roofing of plank 40 130 110 100 120 150 110 95 nail 60 120 110 95 110 130 105 90 100 120 100 90 85 80 110 85 80 Hardiplank 5/16 7.50 No. 11 ga. Through 2 x 4 24 0-15 140 110 95 120 150 115 90 1-1/4" long top edge wood 20 140 105 90 120 150 110 90 galy. roofing of plank 40 120 100 90 110 130 100 80 nail 60 120 95 85 100 120 95 80 100 110 90 70 80 70 100 80 70 NER-405 I Most Widely Accepted and Trusted Page 24,of 35 Table 2b — MAXIMUM WIND SPEED Maximum Basic Wind Speed (Mph) for Exposure Category Uniform StandaN BOCA National Product Fastener Stud Height Product (in.) Fastener Spacing Frame Spacing of Bldg Building Code Building Code Building Code Thick. Wdlh Type Type (in.) Type' (in.) (ft) B CTD <60ft C D B C D Hardiplank 5/16 8.00 No. 11 ga. Through 2 x 4 24 0-15 130 100 90 120 150 110 90 1-1/4" long top edge wood 20 130 100 90 115 150 105 80 galv. roofing of plank 40 120 95 80 105 120 95 80 nail 60 120 95 80 100 110 90 75 100 1110 90 70 90 - 95 90 - Hardiplank 5/16 8.25 No. 11 ga. Through 2 x 4 24 0-15 130 100 90 120 150 110 85 1-1/4" long top edge wood 20 130 100 90 110 140 105 85 galy. roofing of plank 40 120 95 80 100 120 90 80 nail 60 110 95 80 95 110 90 75 100 100 90 75 75 - 90 70 - Hardiplank •5/16 -9.50 No. 11 ga. - Through- - 2 x 4 - 24 0-15-- 120 - 95 80 --110 140 100 80 1-1/4" long top edge wood 20 120 90 80 - 105 130 90 75 galy. roofing of plank - 40 110 90 70 95 115 85 70 nail 60 100 85 70 90 105 80 70 100 95 75 70 70 - 85 70 - Hardiplank 5/16 12.00 No. 11 ga. Through 2 x 4 24 0-15 110 80 70 90 120 85 70 1-1/4" long top edge wood 20 110 80 70 90 120 80 70 galy. roofing of plank 40 100 80 70 80 105 75 - nail 60 80 80 - 80 90 70 - 100 80 80 - - - 80 - - Hardiplank 5/16 4.00 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 16 0-15 150 150 150 150 150 150 150 long x 0.375 in. top edge 3.62" x 1.375" 20 150 150 150 150 150 150 140 HD ribbed of plank Metal C -stud 40 150 150 150 150 150 150 130 waferhead 60 150 150 150 160 150 150 130 screws 100 150 140 140 - 150 120 110 120 110 Hardiplank 5/16 6 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 16 0-15 150 140 125 150 150 150 120 long x 0.375 in. top edge 3.62" x 1.375' 20 150 140 120 150 150 140 120 HD ribbed of plank Metal C -stud 40 150 130 115 140 150 130 110 waferhead 60 150 120 110 140 150 120 105 screws 100 140 120 110 - 130 100 90 100 90 Hardiplank 5/16 6-1/4 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 16 0-15 150 140 120 150 150 140 125 long x 0.375 in. lop edge 3.62" x 1.375' 20 150 140 120 150 150 140 115 HD ribbed of plank Metal C -stud 40 150 130 110 140 150 130 110 waferhead 60 150 120 110 130 150 120 105 screws 100 135 110 100 - 130 100 90 100 90 Hardiplank 5/16 7-1/2 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 16 0-15 150 130 110 150 150 135 110 long x 0.375 in. top edge 3.62" x 1.375' 20 150 120 105 140 150 130 100 HD ribbed of plank Metal C -stud 40 140 115 105 130 150 120 100 waferhead 60 140 100 105 130 140 110 95 screws 100 1251 95 1 95 - 90 80 115 90 80 Hardiplank 5/16 8 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 16 0-15 150 125 110 140 150 130 100 long x 0.375 in. top edge 3.62" x 1.375' 20 150 120 105 140 150 120 100 HD ribbed of plank Metal C -stud 40 140 110 100 125 140 110 90 waferhead 60 130 110 100 120 130 105 90 screws 100 120 100 95 - 90 1 85 115 90 80 Hardiplank 5/16 8-1/4 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 16 0-15 150 120 1101 140 150 125 105 long x 0.375 in. top edge 3.62" x 1.375' 20 150 120 1051 130 150 120 100 HD ribbed of plank Metal C -stud 40 140 110 1001 125 140 110 95 waferhead 60 130 105 95 115 130 100 90 screws 100 120 100 90 - 1 110 85 75 85 75 Hardiplank 5/16 9-1/2 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 16 0-15 150 115 100 130 150 120 100 long x 0.375 in. top edge 3.62" x 1.375' 20 140 110 100 130 150 110 90 HD ribbed of plank Metal C -stud 40 130 105 90 120 140 100 90 waferhead 60 120 100 90 110 120 95 85 screws 100 110 90 85 - 85 80 100 85 80 NER-405 I Most Widely Accepted and Trusted Page 25 of 35 Table 2b—MAXIMUM WIND SPEED Maximum Basic Wind Speed (Mph) for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Product (in.) Fastener Spacing Frame Spacing of Bldg Building Code Building Code Building Code Thick. Width Type Type (in.) Type, (in.) (ft) B C D <60ft C D B C D Hardiplank 5/16 4 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 24 0-15 150 140 125 150 150 150 120 long x 0.375 in. top edge 3.62" x 1.375' 20 150 140 120 150 150 140 120 HD ribbed of plank Metal C -stud 40 150 130 115 140 150 130 110 waferhead 60 150 120 110 140 150 120 105 screws 100 140 120 110 - 100 90 130 100 90 Hardiplank 5/16 6 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 24 0-15 150 120 100 130 150 120 100 long x 0.375 in. top edge 3.62" x 1.376" 20 150 110 100 130 150 115 95 HD ribbed of plank Metal C -stud 40 130 105 90 120 135 105 90 waferhead 60 120 100 90 110 130 100 85 screws 100 1101 95 1 90 1 - 185 75 11051 85 75 Hardiplank 5/16 6-1/4 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 24 0-15 150 115 100 130 150 120 100 long x 0.375 in. top edge 3.62" x 1.375' 20 140 110 100 130 150 115 90 HD ribbed of plank Metal C -stud 40 130 105 95 115 140 105 90 waferhead 60 120 100 90 110 130 100 85 screws 100 110 95 85 - 85 70 105 85 70 Hardiplank 5/16 7-1/2 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 24 0-15 140 105 90 120 150 110 90 long x 0.375 in. top edge 3.62" x 1.375' 20 130 100 90 115 150 100 85 HD ribbed of plank Metal C -stud 40 120 95 85 105 130 90 75 waferhead 60 110 90 80 100 120 75 75 screws 100 1001 85 1 70 1 - INA NAI 90 NA NA Hardiplank 5/16 8 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 24 0-15 130 100 90 120 150 105 85 long x 0.375 in. top edge 3.62" x 1.375' 20 130 100 85 115 140 100 85 HD ribbed of plank Metal C -stud 40 120 90 80 100 125 90 75 waferhead 60 10 85 80 95 115 85 75 screws I 1 100 100 80 75 75 NA 90 75 NA Hardiplank 5/16 8-1/4 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 24 0-15 130 100 90 110 150 105 85 long x 0.375 in. top edge 3.62" x 1.375' 20 125 100 85 110 140 100 85 HD ribbed of plank Metal C -stud 40 115 90 80 100 125 90 75 waferhead 60 105 85 80 95 110 85 75 screws 100 1001 80 75 - 75 1 NA 90 75 NA Hardiplank 5/16 9-1/2 No. 8 x 1-1/4 in. Through Min. No. 20 ga. X 24 0-15 120 90 80 110 140 100 80 long x 0.375 in. lop edge 3.62" x 1.375' 20 120 90 80 105 130 90 75 HD ribbed of plank Metal C -stud 40 105 85 75 95 115 80 70 waferhead 60 100 80 75 90 105 75 70 screws 1 100 90 75 NA - NA NA 85 NA I NA Hardiplank 5/16 4.00 0.089" shank x Through 2 x 4 16 0-15 150 115 100 130 150 120 95 0.221" overlap 20 140 110 95 125 150 110 95 HD x 2" long 40 130 105 90 115 140 100 90 galv. siding nail 60 120 100 90 110 130 95 85 100 110 90 85 80 70 105 80 70 Hardiplank 5/16 6.00 0.089" shank x Through 2 x 4 16 0-15 120 90 85 110 140 95 80 0.221" overlap 20 120 90 80 100 130 90 70 HD x 2" long 40 105 80 75 90 110 85 70 galv. siding nail 60 100 80 70 90 105 80 70 100 90 75 70 - - 90 I - I - Hardiplank 5/16 6.25 0.089" shank x Through 2 x 4 16 0-15 120 90 80 100 140 95 70 0.221" overlap 20 105 90 80 100 130 90 70 HD x 2" long 40 105 85 70 90 110 80 70 galv. siding nail 60 95 80 70 85 105 75 - 100 90 75 - - 90 - - Hardiplank 5/16 7.50 0.089" shank x Through 2 x 4 16 0-15 110 80 70 90 120 85 70 0.221" overlap 20 100 80 70 90 120 80 70 HD x 2" long 40 90 75 - 80 100 75 - galy. siding nail 60 85 70 - 80 95 70 - 100 80 70 - 1 75 - I - Hardiplank 5/16 8.00 0.089" shank x Through 2 x 4 16 0-15 100 80 70 90 120 80 70 0.221" overlap 20 100 80 70 90 115 80 - HD x 2" long 40 90 70 - 80 100 70 - galy. siding nail 60 80 70 - 75 90 70 - 100 75 - - 70 - NER-405 I Most IMde/y Accepted and Trusted (sage 26.of 35 Table 2b - MAXIMUM WIND SPEED Maximum Basic Wind Speed (Mph) for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Product (in.) Fastener Spacing Frame Spacing of Bldg Building Code Building Code Building Code Thick. Width Type Type (in.) Type' (in.) (ft) B C D <60ft C D B C D Hardiplank 5/16 8.25 0.089" shank x Through 2 x 4 16 0-15 100 80 70 90 120 80 - 0.221" overlap 20 100 80 70 90 110 80 - HD x 2" long 40 90 70 - 80 100 70 - galy. siding nail 60 80 70 - 75 90 70 - 100 75 - - - - 70 - - Hardiplank 5/16 9.50 0.089" shank x Through 2 x 4 16 0-15 100 70 - 80 110 75 - 0.221" overlap 20 90 70 - 80 105 70 - HD x 2" long 40 80 - - 75 90 - - galy. siding nail 60 80 - - 70 85 - - 100 70 - - - - - I - Hardiplank 5/16 12.00 0.089" shank x Through - 2 x 4 -16- 0-15•- -90P. - - 70 100 70 - 0.221" overlap -20- 80 - - - - 70 90 - - HD x 2" long 40 70 - - - 80 - - galy. siding nail 60 70 - - - 70 - - 100 - - - - - - - - Hardiplank 5/16 4.00 0.089" shank x Through 2 x 4 24 0-15 120 90 80 110 140 95 80 0.221" overlap 20 120 90 80 105 130 90 75 HD x 2" long 40 105 85 75 90 110 85 70 galy. siding nail 60 100 80 70 90 105 80 70 100 90 75 - - - 90 - - Hardiplank 5/16 6.00 0.089" shank x Through 2 x 4 24 0-15 100 70 - 90 115 80 - 0.221" overlap 20 90 70 - 85 115 75 - HD x 2" long 40 85 70 - 75 90 70 - galy. siding nail 60 80 - - 70 85 - - 100 70 - - - - 70 - I - Hardiplank 5/16 6.25 0.089" shank x Through 2 x 4 24 0-15 100 70 - 85 110 75 - 0.221" overlap 20 90 70 - 80 105 70 - HD x 2" long 40 85 - - 75 90 - - galy. siding nail 60 80 - - 70 80 - - 100 70 - - - - 70 - - Hardiplank 5/16 7.50 0.089" shank x Through 2 x 4 24 0-15 90 70 - 80 105 70 - 0.221" overlap 20 85 70 - 75 100 70 - HD x 2" long 40 80 - - 70 85 - - galy. siding nail 60 70 - - - 80 - - 100 70 - - - - - - - Hardiplank 5/16 8.00 0.089" shank x Through 2 x 4 24 0-15 80 - - 70 100 - - 0.221" overlap 20 80 - - 70 90 - - HD x 2" long 40 75 - - - 80 - - galy. siding nail 60 70 - - - 70 - - 100 - - - - - - - - Hardiplank 5/16 8.25 0.089" shank x Through 2 x 4 24 0-15 80 - - 70 100 - - 0.221" overlap 20 80 - - 70 90 - - HD x 2" long 40 75 - - - 80 - - galy. siding nail 60 70 - - - 70 - - 100 - - - - - - - - Hardiplank 5/16 9.50 0.089" shank x Through 2 x 4 24 0-15 80 - - 70 90 - - 0.221" overlap 20 70 - - - 80 - - HD x 2" long 40 - - - - 70 - - galy. siding nail 60 - - - - 70 - - 100 - - - - - - - - Hardiplank 5/16 12.00 0.089" shank x Through 2 x 4 24 0-15 70 - - - 80 - - 0.221" overlap 20 - - - - 80 - - HD x 2" long 40 - - - - - - - galy. siding nail 60 - - - - - - - 100 - - - - - - - - Hardiplank 5/16 4.00 0.093" shank x Through 2 x 4 16 0-15 150 130 1110 1 150 1 150 130 110 0.222" top edge 20 150 120110 140 150 130 105 HD x 2" long of plank 40 140 115 100 130 150 115 100 galv. siding nail 60 140 110 100 120 140 110 95 100 125 100 96 1 90 80 110 90 80 NER-405 I Most Widely Accepted and Trusted Page 27 of 35 Table 2b - MAXIMUM WIND SPEED Maximum Basic Wind Speed (Mph) for Exposure Category Uniform Standard BOCA National Product Fastener Stud Height Product (in.) Fastener Spacing Frame Spacing of Bldg Building Code Building Code Building Code Thick. Width Type Type (in.) Type' (in.) (ft) B C I D 1<60111 C D B C D Hardiplank 5/16 6.00 0.093" shank x Through 2 x 4 16 0-15 130 100 80 110 150 100 80 0.222" top edge 20 120 95 80 110 140 95 80 HD x 2" long of plank 40 110 90 80 100 120 90 75 galy. siding nail 60 100 85 75 90 110 85 70 100 95 80 70 75 - 90 75 - Hardiplank 5/16 6.25 0.093" shank x Through 2 x 4 16 0-15 120 90 80 110 140 100 80 0.222" top edge 20 120 90 80 100 130 95 75 HD x 2" long of plank 40 105 80 75 95 115 85 70 galy. siding nail 60 100 80 70 90 110 70 70 100 90 75 70 70 - 95 70 - Hardiplank 5/16 7.50 0.093" shank x Through 2 x 4 16 0-15 110 85 75 100 130 90 70 0.222" top edge 20 110 80 70 95 120 85 70 HD x 2" long of plank 40 95 80 70 85 105 80 - galy. siding nail 60 90 75 - 80 95 70 - 100 80 70 - - - 85 - - Hardiplank 5/16 8.00 0.093" shank x Through 2-4 16 0-15 100 80 70 90 120 85 70 0.222" top edge 20 100 80 70 90 115 80 70 HD x 2" long of plank 40 90 75 - 80 100 75 - galy. siding nail 60 80 70 - 80 90 70 - 100 80 - I - - - 80 - I - Hardiplank 5/16 8.25 0.093" shank x Through 2 x 4 16 0-15 100 80 70 90 120 80 70 0.222" top edge 20 100 80 - 90 115 80 - HD x 2" long of plank 40 90 75 - 80 100 70 - galy. siding nail 60 80 75 - 75 90 70 - 100 75 - - - - 80 - - Hardiplank 5/16 9.50 0.093" shank x Through 2 x 4 16 0-15 100 75 - 80 110 80 - 0.222" top edge 20 90 70 - 80 110 75 - HD x 2" long of plank 40 80 - - 70 90 70 - galy. siding nail 60 80 - - 70 80 - - 100 70 - - - - - - - Hardiplank 5/16 12.00 0.093" shank x Through 2 x 4 16 0-15 90 - - 70 100 70 - 0.222" top edge 20 80 - - 70 90 - - HD x 2" long of plank 40 75 - - - 80 - - galy. siding nail 60 70 - - - 70 - - 100 - - - - - - - - Hardiplank 5/16 4.00 0.093" shank x Through 2 x 4 24 0-15 140 105 95 120 150 110 90 0.222" top edge 20 130 100 90 115 150 105 85 HD x 2" long of plank 40 120 95 85 105 130 95 80 galv. siding nail 60 115 90 80 100 120 90 75 100 105 85 80 75 - 95 75 - Hardiplank 5/16 6.00 0.093" shank x Through 2 x 4 24 0-15 100 80 70 90 120 80 - 0.222" top edge 20 100 80 - 90 110 80 - HD x 2" long of plank 40 90 70 - 80 100 70 - galy. siding nail 60 85 70 - 75 90 70 - 100 75 - I - - - 75 - I - Hardiplank 5/16 6.25 0.093" shank x Through 2 x 4 24 0-15 100 80 70 90 120 70 - 0.222" top edge 20 100 75 - 85 110 70 - HD x 2" long of plank 40 90 70 - 80 95 - - galy. siding nail 60 85 - - 75 85 - - 100 75 - - I - - 70 - - Hardiplank 5/16 7.50 0.093" shank x Through 2 x 4 24 0-15 90 70 - 80 100 70 - 0.222" top edge 20 90 - - 75 100 70 - HD x 2" long of plank 40 80 - - 70 85 - - galy. siding nail 60 70 - - - 75 - - 100 - - - - - - - - 5/16 8.00 0.093" shank x Through 2 x 4 24 0-15 90 - - 80 100 70 - 0.222" top edge 20 85 - - 75 t00 70 - 7iplank HD x 2" long of plank 40 75 - - 70- galy. siding nail 60 70- 100 - - - - - - - - NER-405 I Most Widely Accepted and Trusted Page 28,of 35 Table 2b — MAXIMUM WIND SPEED Notes to Table 2b: 1. Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. Maximum Basic Wind Speed (Mph) for Exposure Category Uniform StandardBOCA National Product Fastener Stud Height Product (in.) Fastener Spacing Frame Spacing of Bldg Building Code Building Code Building Code Thick. Width Type Type (in.) Type' (in.) (ft) B C D < 60 ft C D B C D Hardiplank 5/16 8.25 0.093" shank x Through 2 x 4 24 0-15 85 - - 70 100 70 - 0.222" top edge 20 85 - - 70 95 - - HD x 2" long of plank 40 70 - - - 85 - - galy. siding nail 60 70 - - - 75 - - 100 1 - - - - - - - - Hardiplank 5/16 9.50 0.093" shank x Through 2 x 4 24 0-15 80 - - 70 90 - - 0.222" top edge 20 80 - - 70 90 - - HD x 2" long of plank 40 70 - - - 75 - - galy. siding nail 60 - - - - 70 - - 100 - - - - - - - - - Hardiplank -5/16 12.00 0.093" shank x Through- 2 x 4 - --24 0-15-- -70- - - --- 70 - - 0.222" top edge - - 20- - - - - - 80 - - HD x 2" long of plank 40 - - - - - - - galy. siding nail 60 - - - - - - - 100 1 - - - - - - - - Hardiplank 5/16 9.50 0.091" shank, Face 7/16" thick APA - 0-15 100 80 - 90 115 80 - 0.221" HD, 1.5" nailed rated OSB 20 95 75 - 85 - 110 75 - long corrosion through sheathing or 40 85 70 - 80 - 90 70 - resistant nail the equivalent solid 60 80 - - 75 - 85 - - overlap @ sheathing 100 70 - - - - 70 - 12" o.c. Notes to Table 2b: 1. Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. NER405 I Most Widely Accepted and Trusted Page 29 of 35 Table 3 — SHEAR VALUES ALLOWABLE LOADS IN POUNDS PER LINEAL FOOT FOR PANEL SHEAR WALLS 1.2 Product Fastener Stud Shear Product Thickness Fastener Spacing Frame Spacing Value Type (inch) Type (inch) Types (inch) (plf) Hardiflex 3/16 4d common 1-1/2 in. long 6 2 x 4 wood 5 16 145 Hardisoffit Hardipanel 1/4 4d common 1-1/2 in. long 8 2 x 4 wood 5 16 & 24 120 Hardiflex Hardisofft Hardibacker 1/4 0.086 in. x 1-3/8 in. 6 2 x 4 wood 16 & 24 140 Titan long gypsum wall board nail Hardipanel 1/4 6d common 2 in. long 6 2 x 4 wood 5 16 190 Hardiflex Hardipanel 1/4 No. 11 ga. 1-1/4 in. long 6 2 x 4 wood 5 16 & 24 180 Hardiflex galvanized roofing nail Harditex Hardibacker Titan Hardipanel 1/4 No. 11 ga. 1-1/4 in. long 4 edge 2 x 4 wood 5 16 & 24 265 Hardiflex galvanized roofing nail 12 field Harditex Hardibacker Titan Hardipanel 1/4 No. 11 ga. 1-1/4 in. long 3 edge 2 x 4 wood' 16 & 24 295 Hardiflex galvanized roofing nail 6 field w/48 in. Harditex mid -height Hardibacker block Titan Shiplap 5/16 0.092 in. shank, 0.225 in. HD, 2 in. long 3 edge 2 x 4 wood 4 16 268 ring shank nail 8 field Shiplap 5/16 0.092 in. shank, 0.225 in. HD, 2 in. long 4 edge 2 x 4 wood 4 16 238 ring shank nail 8 field Shiplap 5/16 0.092 in. shank, 0.225 in. HD, 2 in. long 5 edge 2 x 4 wood 4 16 208 ring shank nail 8 field Shiplap 5/16 0.092 in. shank, 0.225 in. HD, 2 in. long 6 edge 2 x 4 wood 4 16 179 ring shank nail 8 field Shiplap 5/16 0.092 in. shank, 0.225 in. HD, 2 in. long 7 edge 2 x 4 wood 4 16 149 ring shank nail 8 field Shiplap 5/16 0.092 in. shank, 0.225 in. HD, 2 in. long 8 edge 2 x 4 wood 4 16 119 ring shank nail 8 field Hardipanel 5/16 0.091 in. shank, 0.225 in. HD, 1.5 in. 4 edge 2 x 4 wood 3 16 198 Hardiflex long ring shank nail 8 field Hardipanel 5/16 4d common 1-1/2 in. long 8 2 x 4 wood' 16 & 24 120 Hardiflex Hardipanel 5/16 6d common 2 in. long 6 2 x 4 wood 5 16 200 Hardiflex Hardipanel 5/16 6d common 2 in. long 6 2 x 4 wood 5 24 153 Hardiflex Hardipanel 5/16 6d common 2 in. long 4 2 x 4 wood 5 16 233 Hardiflex Hardipanel 5/16 6d common 2 in. long 4 2 x 4 wood' 24 212 Hardiflex Hardipanel 5/16 6d common 2 in. long 6 edge 2 x 4 wood 5 16 157 Hardiflex 12 field ' Hardipanel 5/16 6d common 2 in. long 6 edge 2 x 4 wood 5 24 145 Hardiflex 12 field Hardipanel 5/16 No. 11 ga. 1-1/2 in. long 6 2 x 4 wood' 16 200 Hardiflex galvanized roofing nail Harditex Hardibacker Hardipanel 5/16 No. 11 ga. 1-1/2 in. long 4 edge 2 x 4 wood 5 16 280 Hardiflex galvanized roofing nail 12 field Harditex Hardibacker NER405 I Most Widely Accepted and Trusted Page 30,of 35 Table 3 - SHEAR VALUES ALLOWABLE LOADS IN POUNDS PER LINEAL FOOT FOR PANEL SHEAR WALLS',' 1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The maximum height -to -length ratio for construction in this Table is 2:1. 3. Values are for species of wood having a specific gravity of 0.36 or greater. 4. Values are for species of wood having a specific gravity of 0.40 or greater. 5. Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 6. Under the Uniform Building CodeTM, these steel -framed assemblies are limited to wind load resistance only. 7. 1 inch = 25.4 mm, 1pit = 14.59 Nim Table 4 - "K" and "R" VALUES FOR FIBER -CEMENT PRODUCTS Product Thickness3 (inch) Product Thermal Resistance' R=11Keff Fastener Actual Thermal Resistance' M Stud Shear Product Thickness Fastener Spacing Frame Spacing Value Type (inch) Type (inch) Types (inch) (plf) Hardipanel 5/16 No. 11 ga. 1-1/2 in. long 3 edge 2 x 4 wood $ 16 340 Hardiflex 0.19 galvanized roofing nail 6 field w/48 in. Harditex mid -height Hardibacker block Hardiflex 7/16 No. 11 ga. 1-3/4 in. long 6 2 x 4 wood 5 16 280 Hardipanel galvanized roofing nail Harditex Hardibacker Titan Hardiflex 3/16 Min. No. 8 x 1 in. long x 0.323 in. HD 6 Min. No. 20 16 1406 Hardisofft ribbed buglehead screws ga. x 3-5/8 in. x 1-3/8 in. metal C -stud Hardipanel 1/4 Min. No. 8 x 1 in. long x 0.323 in. HD 6 - Min. No. 20 16 & 24 1256 Hardiflex ribbed buglehead screws ga.. 3-5/8 in. Harditex x 1-3/8 in. Hardibacker metal C -stud Titan Hardipanel 5/16 Min. No. 8 x 1 in. long x 0.323 in. HD 6 Min. No. 20 16 1606 Hardiflex ribbed buglehead screws ga. x 3-5/8 in. Harditex x 1-3/8 in. Hardibacker metal C -stud Hardipanel 7/16 Min. No. 8 x 1 in. long x 0.311 in. HD 6 Min. No. 20 16 1626 Hardiflex ribbed buglehead screws ga. x 3-5/8 in. Harditex x1-3/8 in. Hardibacker metal C -stud Titan Hardipanel 5/16 ET & F 1-1/2 in. long x 0.10" knurled 4 edge Min. No. 20 16 154 Hardiflex shank x 0.25' HD pin fastener 8 field ga. x 3-5/8 in. x Harditex (AKN100-0150NA) 1-3/8 in. metal C -stud Hardipanel 5/16 ET & F 1-1/2 in. long x 0.10" knurled 4 edge Min. No. 20 24 133 Hardiflex shank x 0.25' HD pin fastener 8 field ga. x 3-5/8 in. x Harditex (AKN100-0150NA) 1-3/8 in. metal C -stud 1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The maximum height -to -length ratio for construction in this Table is 2:1. 3. Values are for species of wood having a specific gravity of 0.36 or greater. 4. Values are for species of wood having a specific gravity of 0.40 or greater. 5. Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 6. Under the Uniform Building CodeTM, these steel -framed assemblies are limited to wind load resistance only. 7. 1 inch = 25.4 mm, 1pit = 14.59 Nim Table 4 - "K" and "R" VALUES FOR FIBER -CEMENT PRODUCTS Product Thickness3 (inch) Thermal Conductivity' Koff = Btulhr-ft2-EF Thermal Resistance' R=11Keff Actual Thermal Conductivity' (Kefi) Actual Thermal Resistance' M 1/4 1.95 0.51 7.80 0.13 5/16 2.07 0.48 6.62 0.15 3/8 2.18 0.46 5.81 0.17 13/32 8.39 0.12 20.07 0.05 7/16 2.30 0.44 5.26 0.19 Notes to Table 4: 1. Based on 1 inch of panel thickness. 2. Actual value for panel thickness shown. 3. SI units conversion: 1 inch = 25.4 mm, 1 Btu/h-ft2-EF = 5.678 W/m2-K NER-495 ( Most Widely Accepted and Trusted Page 31 of 35 Table 5 — PERMEANCE VALUES FOR FIBER -CEMENT PRODUCTS Product Thickness' (inch) Permeance (perms) 1/4 1.75 5/16 1.54 3/8 1.32 13/32 2.84 7/16 1.10 Note to Table 5: 1. SI units conversion: 1 inch = 25.4 mm, 1 perm= 57 mg/(s•m2•Pa) Table 6A BOCAe National Building Code/1999 ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLETM CLADDING EXTERIOR WALL FINISH Table 6B SBCCI -1999 Standard Building Code© ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLETM CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Building Exposure Category B C Sheathing Type Fastener Type Fastener Location (feet) 8 inch exposure 0-15 110 95 8 inch exposure 20 40 110 110 90 80 2 roofing nails 60 110 75 Minimum inch thick Min. 0.121 in. shank x 9 inches from butt edge 100 80 comp plywood complying with 0.371 in. HD x 1-1/4 in. 7 inch exposure 200 70 110 DOC PSS 1 1 0-15 110 110 100 100 Minimum inch thick Min. 0.121 in. shank x 0.371 in. HD x 1-1/4 in. 7 inch exposure 20 40 110 110 105 95 comp complying with plywood c l ong corrosion resistant 2 roofing nails 60 110 90 DOC PS 1-95 roofing nail 8 inches from butt edge 100 95 75 7 inches from butt edge 200 80 70 0-15 110 110 6 inch exposure 20 40 110 110 110 105 2 roofing nails 60 110 100 7 inches from butt edge 100 105 85 200 90 75 Table 6B SBCCI -1999 Standard Building Code© ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLETM CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Building Exposure Category Sheathing Type Fastener Type Fastener Location (feet) Standard Coastal 8 inch exposure 0-15 105 105 2 roofing nails 20 100 100 9 inches from butt edge 40 60 90 85 90 85 Minimum inch thick Min. 0.121 in. shank x comp plywood complying with 0.371 in. HD x 1-1/4 in. 7 inch exposure 0-20 110 110 DOC PSS 1 1 long corrosion resistant 2 roofing nails 40 100 100 roofing nail 8 inches from butt edge 60 95 95 6 inch exposure 0-60 110 110 2 roofing nails 100 75 75 7 inches from butt edge 200 70 70 NER-406 I Most Widely Accepted and Trusted Page 324of 35 Table 6C ICBO -1997 Uniform Building CodeTM ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLETM CLADDING EXTERIOR WALL FINISH Notes to Tables 6A, 6B and 6C: 1. Table values are based on an importance factor of 1.0 2. 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 1.6 km/h Table 7A BOCO National Building Code/1999 ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLETM CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Building Exposure Category Sheathing Type Fastener Type Fastener Location (feet) B C 8 inch exposure 0-20 110 90 8 inch exposure 40 100 80 2 roofing nails 60 95 75 7 inch exposure 0-15 20 9 inches from butt edge 100 90 70 7 inch exp exposure 2 siding nails 0-15 20 110 110 200 80 70 7 inch exposure 0-20 40 110 110 105 95 Minimum inch Min. 0.121 in. shank x mplying thick plywoodd complying 0.371 in. HD x 1-1/4 in. 2 roofing nails 60 110 90 with DOC PS 1-95 long corrosion resistant 8 inches from butt edge 100 105 85 roofing nail 6 inch exposure 200 95 80 0-20 110 110 110 80 6 inch exposure -- - 40 110 105 2 roofing nails - 60 110 100 7 inches from butt edge 100 110 95 200 100 90 Notes to Tables 6A, 6B and 6C: 1. Table values are based on an importance factor of 1.0 2. 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 1.6 km/h Table 7A BOCO National Building Code/1999 ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLETM CLADDING EXTERIOR WALL FINISH Table 7B SBCCI - 1999 Standard Building Code® ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLETM CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Building Exposure Category Sheathing Type Fastener Type Fastener Location (feet) B C 8 inch exposure 0-15 110 75 8inch exposure 20 110 75 2 siding nails 40 90 70 7 inch exposure 0-15 20 9 inches from butt edge 60 85 Min. 0.091 in. shank x 7 inch exp exposure 2 siding nails 0-15 20 110 110 90 85 Minimum 7/16 inch thick Min. 0.091 in. shank x OSB sheathing 0.221 in. HD x 1-1/2 in. 8 inches from butt edge 40 105 80 complying with DOC -PS long corrosion resistant 60 100 75 0-15 110 100 2-95 siding nail 6 inch exposure 20 40 110 110 95 90 2 siding nails 60 110 80 7 inches from butt edge 100 85 70 200 75 Table 7B SBCCI - 1999 Standard Building Code® ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLETM CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Building Exposure Category Sheathing Type Fastener Type Fastener Location (feet) Standard Coastal 8 inch exposure 0-20 85 85 2 siding nails 40 75 75 9 inches from butt edge 60 70 70 7 inch exposure 0-15 20 100 95 100 95 Minimum 7/16 inch thick Min. 0.091 in. shank x OSB sheathing 0.221 in. HD x 1-1/2 in. 2 siding nails 40 85 85 complying with DOC -PS long corrosion resistant 8 inches from butt edge 60 80 80 2-95 siding nail 0-20 110 110 6 inch exposure 40 105 105 2 siding nails 60 100 100 7 inches from butt edge 100 70 70 NER405 I Most Widely Accepted and Trusted Page 33 of 35 Table 7C ICBO -1997 Uniform Building Code - ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLET' CLADDING EXTERIOR WALL FINISH Notes to Tables 7A, 7B, and 7C: 1. Table values are based on an importance factor of 1.0 2. 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 1.6 km/h Table 8A BOLA® National Building Code11999 ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLE- CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Building Exposure Category B C Sheathing Type Fastener Type Fastener Location (feet) 8in. exposure 0-15 100 75 8 inch exposure 20 90 70 2 siding nails 40 85 70 9 inches from butt edge 60 80 0-15 110 100 70 Minimum 7/16 inch thick 0-15 110 90 110 100 Minimum 7/16 inch thick OSB sheathing complying with DOC -PS 2-95 Min. 0.091 in. shank x 0.221 in. HD x 1-1/2 in. long corrosion resistant siding nail 7 inch exposure 2 siding nails 8 inches from butt edge 20 40 60 100 110 100 90 85 85 80 75 70 complying with DOC -PS in. long corrosion from butt edge, 2 siding nails per 6 & 8 200 70 85 2-95 0-20 110 95 90 70 6 inch exposure 40 110 85 6 in. exposure 0-20 2 siding nails 60 105 80 7 inches from butt edge 100 80 100 90 from butt edge, 2 siding nails per 6 & 8 200 70 80 Notes to Tables 7A, 7B, and 7C: 1. Table values are based on an importance factor of 1.0 2. 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 1.6 km/h Table 8A BOLA® National Building Code11999 ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLE- CLADDING EXTERIOR WALL FINISH Weather Exposure and Fastener Height of Building Ex osure Category B C Sheathing Type Fastener Type Location feet 8in. exposure 0-15 20 110 110 90 85 3 siding nails per 12 in. wide, 9 in. 40 100 75 from butt edge, 2 siding nails per 6 & 8 60 95 70 in. wide 100 75 0-15 110 105 Minimum 7/16 inch thick Min. 0.091 in. shank x 7 in. exposure 20 110 100 OSB sheathing 0.221 in. HD x 1-1/2 3 siding nails per 12 in. wide, 8 inches 40 110 90 complying with DOC -PS in. long corrosion from butt edge, 2 siding nails per 6 & 8 60 110 85 2-95 resistant siding nail in. wide 100 90 70 200 80 6 in. exposure 0-20 110 110 3 siding nails per 12 in. wide, 7 inches 40 60 110 110 100 90 from butt edge, 2 siding nails per 6 & 8 100 100 80 in. wide 200 85 70 NER406 I Most Widely Accepted and Trusted Page 34Tof 35 Table 815 SBCCI - 1999 Standard Building Code© ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLETM CLADDING EXTERIOR WALL FINISH Table 8C ICBO -1997 Uniform Building Code - ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLETM CLADDING EXTERIOR WALL FINISH Weather Exposure and Height of Building Ex osure Category Standard Coastal Sheathing Type Fastener Type Fastener Location (feet) Hardiplank 7-112 inch wide Hardiplank 8 in. exposure 0-15 100 100 14.5 13.75 3 siding nails per 12 in. wide, 9 20 95 95 12.25 10.5 in. from butt edge, 2 siding nails 40 85 85 9.25 40 per 6 & 8 in. wide 60 80 80 Minimum 7/16 inch thick Min. 0.091 in. shank x 7 in. exposure 3 siding nails per 12 in. wide, 8 0-15 20 110 105 110 105 OSB sheathing complying 0.221 in. HD x 1-1/2 in. inches from bull edge, 2 siding 40 95 95 with DOC -PS 2-95 long corrosion resistant nails er 6 & 8 in. wide 60 90 90 Minimum 7/16 inch thick siding nail 7 in. exposure 3 siding nails per 12 in. wide, 8 0-15 110 110 OSB sheathing complying long corrosion resistant 6 in. exposure 20 110 110 with DOC -PS 2-95 siding nail 3 siding nails per in. wide, 7 40 110 110 inches from butt edge, siding 60 105 105 _ nails per 6 & 8 in. wide _ ,. 100 - - 70 70 Table 8C ICBO -1997 Uniform Building Code - ALLOWABLE BASIC WIND SPEEDS (MILES PER HOUR) FOR HARDISHINGLETM CLADDING EXTERIOR WALL FINISH Notes to Tables 8A, 8B, and 8C: 1. Table values are based on an importance factor of 1.0 2. 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 1.6 km/h Table 9A SBCCI -1999 Standard Building Code® Allowable Fastener Spacing (in.) Hardinlank Lao Siding fastened to ASTM C90 Concrete Wall Height of Weather Exposure and Height of Building Exposure Category B C Sheathing Type Fastener Type Fastener Location (feet) Hardiplank 7-112 inch wide Hardiplank Hardiplank 0-15 110 85 14.5 13.75 8 in. exposure 20 110 80 12.25 10.5 3 siding nails per 12 in. wide, 9 40 100 75 9.25 40 in. from butt edge, 2 siding nails 60 90 70 50 12.75 per 6 & 8 in. wide 100 80 70 12.25 9.75 9 200 70 0-15 110 110 Minimum 7/16 inch thick Min. 0.091 in. shank x 0.221 in. HD x 1-1/2 in. 7 in. exposure 3 siding nails per 12 in. wide, 8 20 40 110 110 105 100 OSB sheathing complying long corrosion resistant inches from butt edge, 2 siding 60 110 95 with DOC -PS 2-95 siding nail nails per 6 & 8 in. wide 100 100 80 200 90 75 0-15 110 110 6 in. exposure 20 110 105 3 siding nails per 12 in. wide, 7 40 110 100 inches from butt edge, 2 siding 60 110 95 nails per 6 & 8 in. wide 100 105 90 200 95 85 Notes to Tables 8A, 8B, and 8C: 1. Table values are based on an importance factor of 1.0 2. 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 1.6 km/h Table 9A SBCCI -1999 Standard Building Code® Allowable Fastener Spacing (in.) Hardinlank Lao Siding fastened to ASTM C90 Concrete Wall Height of Building 6-114 and 6 inch wide 8-114 and 8 inch wide (feet) Hardiplank 7-112 inch wide Hardiplank Hardiplank 9.112 inch wide Hardiplank 0-15 18.25 14.5 13.75 11.5 20 16.5 13.25 12.25 10.5 30 14.75 11.75 11 9.25 40 13.5 10.75 10.25 8.5 50 12.75 10.25 9.5 8 60 12.25 9.75 9 7.5 NER-495 I Most Widely Accepted and Trusted Page 36 of 36 Table 9B BOLA® National Building Code11999 Allowable Fastener Spacing (in.) Hardiplank Lap Siding fastened to ASTM C90 Concrete Wall Height of 6-114 and 6 inch wide Hardiplank 7-112 inch wide Hardiplank 8-114 and 8 inch wide Hardiplank 9-112 inch wide Hardiplank Building (feet) Exposure B Exposure C Exposure B Exposure C Exposure B Exposure C Exposure B Exposure C 0-15 24.0 15.0 24.0 12.0 24.0 11.25 20.25 9.5 20 24.0 13.75 23.0 11.0 21.5 10.25 18.25 8.75 40 21.0 11.25 16.75 9.0 15.75 8.5 13.25 7.25 60 17.75 10.0 14.25 8.0 13.25 7.5 11.25 6.25 100 14.0 8.75 11.25 7.0 10.5 6.5 8.75 5.5 Table 9C ICBO -1997 Uniform Building Code TM Allowable Fastener Spacing (in.) Hardiplank Lap Siding fastened to ASTM C90 Concrete Wall Height of Building 6-114 and 6 inch wide Hardiplank 7-112 inch wide Hardiplank 8.114 and 8 Inch wide Hardiplank 9-112 inch wide Hardiplank (feet) Exposure B Exposure C Exposure B Exposure C Exposure B ExposureC ExposureB Exposure C 0-15 24.0 14.25 19.25 11.25 18.0 10.5 15.25 9.0 20 22.5 13.25 18.0 10.5 16.75 9.75 14.25 8.25 40 17.75 11.5 14.25 9.25 13.5 8.5 11.25 7.25 60 15.75 10.5 12.75 8.5 11.75 8.0 10.0 6.75 100 13.25 9.25 10.5 7.5 9.75 7.0 8.25 5.75 Notes to Table 9A, 9B, and 9C: 1. Fasteners shall be ET&F Fastening Systems, Inc. Erico Stud nail, ET & F No. ASM -144-125, head dia. = 0.30 in., shank dia. = 0.14 in. 2. Maximum basic wind speed shall be 110 mph. 3. Exposure Category C (for Table 9A). 4. 1 inch = 25.4 mm, 1 foot = 305 mm. N e Bigt i EN' i gt eJ!I� 5 Y , ii ;r Environmentally Friendly Panel Product "Sustainable Materials • sNo old growth wood is used in the manufacture of Extira panels. They are made from wood that has no commercial timber value and is the byproduct of other operations.. This leftover wood is also detrimental to the overall vitality of the forest.,.N.,� - All wood comes from an area within a 150 mile radius of the Towanda, PA Asx rr=r n�t1 production facility. { ' - 100% northern hardwoods are used, which includes maple, beech, oak and -other species, • Extirapanels are treated with iinc borate, an EPA -registered biocide and a naturally occurring earth chemical thatis,environmentally safe and ensures protection against- termites. No Added Urea Formaldehyde • Extira panels have no added urea formaldehyde. This is certified by Scientific• NO ADDED UREA Certification Systems under certificate number SCS -MC -01802. They are ` FORMALDEHYDE manufactured withenvironmentally preferable phenolic resins. • Through repeated testing by the Composite Panel Association (CPA), Extira panels 1 have demonstrated formaldehyde emissions equivalent to background levels founding,' the environment. ;i CARB Compliant r • Extira panels are acknowledged by the California Air Resources Board's(GARB) Airborne Toxic Control Measure (ATCM) 93120 to utilize exempt status ultra-low emitting formaldehyde (ULEF) resins. ✓ Contributes to Green.Building Programs • Extira panels contribute to industry green;building programs such as LEED and the National Green Building Standard. nr, vj 'iy�r Warranty MDF Plywood Price $ Moisture Resistance e Rot Resistance • • • • Weathering' Poor UV Resistances 0 Warranty MDF Plywood MDO PVC<' 4' x 8' (49"x 971 - ` • • 0 •- ' • 4'x16'(49"x1941 • • • • • Poor Poor Good Best None None None east Poor Poor Good Good Good Best Good Poor' 30 Days None Varies 5 -year to Lifetime' 'Varies Poor Poor Varies' Best Good Best Poor +e+Ony Ras uuume accRPwiy uaRie+ MOWN m POOR reflectvncoaled materialaanking`Mira•mustbefieltl9inishad beforevse--T-- --^ ^� -----_ =---- ^-- -^-T• •-^^ With Five Thicknesses and Three Panel Sizes, Extira Measures Up to Any Project Size (nominal) Thickness (+/-0:0051 `1/2" 5/8": 3/4" 1" 1-1/4- 4' x 8' (49"x 971 - ` • • 0 •- ' • 4'x16'(49"x1941 • • • • • 2'x16'(25%194 • 0 0 41 • rFx.tn.. Termite Resistance 7.9 out of 10 (70 isthe highest score) (3 year exposure) Hot. Resistance 1.0` lllg Recommendations(Olsthe highest score) (3 year exposure) i wood based composite panel that must be primed and Advanced Bond Integrity, 90% (% strength retention) i eforebeing exposed to the outdoors. Adhesives or laminates >edtoaffix other materials toExtira.Because JELD-WEN, inc. Density 47lb/ft' 0.753Ig/cm' bod composite panels and not adhesives, primers or other MOR 3187 psi 22.0 Wmm' 8 ,.it cannot guarantee the performance or compatibility of any MOE 280 kpsi 1958IN/mm2 3 o'ExEira. JELD-WEN, inc. regularly tests materials at the R&D Internet Bond 103 psi .71 N/mm2 )anufacturing location; also testing is done performs testing " larprimersand adhesives. Visit www:eXtira.comfor updates Direct Screw Withdrawal ile materials and techniques. Qualification of all materials Face 374 Its 1683 N N + 3 r e tlAsearethe responsibilityofthe end usecJELD-WEEdge 324 Its 144 N, inc. 1 bll&j}for primers, •pails, adhesives or any other treatment 24 -Hour Soak q, %Thickness Swell 2.60% 2 8%i w+rs � 1 4 r .3 Nijt'rrliP'� a R zcev Class C Fire Rating �L Flame Spread 120 smoke Developed 95 TREATED EXTER)OR'PY'XEiL i n 1 WINDSORONE 30 PROTECTED BOARDS TONGUE&GROOVE WINDSORONE PROTECTED SPECIALTY BOARDS WITH A 30yr LIMITED* WARRANTY protects against rat, insects er mold 3/g S P B C 8 3/s 11 --3'/16L- 3%6" .23/32' 7%a" s/s WOBC6 3/6 SPBC6 V/s 1 tj Y.- 23/6 23/v � 3/ 3/4" 9/32 r I aP i. E `pa'�R2 23/32' k 53/8 5!/2" WOTG ja" (113/6 � 23/32 52 2so x ioorc� note: Profiles 2304 WOTG are NOT compatible /s SPBC4 13/6 13/6 3/p—r 15/64 .�/Y -*:.,. 9/6 " 35/6' ai SPBC4 Standard Tongue & Groove Beadboard 3% x 4 x 16 9/6' 35/6" SPBC6 Standard Tongue & Groove Beadboard 1 x 6 x 16 "/32" 5%2" SPBC8 Standard Tongue & Groove Beadboard 1 x 8 x 16 nA2" 7'/4" i WOBC6 Wide Bead Tongue & Groove Beadboard 1 x 6 x 16 3/a' 53% WOTG V -Groove Board 1 x 6 x 16 23/3i' 5 V," *SEE FULL IN STA L LAT ION INSTRUCTIONS. irndcorONEshould be stnre4 innalle4 handled & maintained correctly for the best performance For complete installation guidelines d the LPrndsorONEProtertedWamanty, visit WlndforONEcom or call 888.229.7900. 737 Southpoint Blvd. Ste. H, Petaluma CA 94954 1 p: 888.229.7900 1 f: 707.665.9698 1 WindsorONE.com "NCSM.t A Windsor Mill Company W WINDSORONE PROTECTED 20' PLANTATION HAWAIIAN REVERSIBLE ROUGH -SAWN ON 1 SIDE WINDSORONE PROTECTED SPECIALTY BOARDS WITH A 30yr LIMITED* WARRANTY protects against rot, insects & mold 5V," PROFILE DESCRIPTION i s plantation Plantation: Reversible, Rough Sawn on 1 Side 1x6 's/a" 5'/2" *SEE FULL INSTALLATION INSTRUCTIONS. w..asorONEshouldbe stored, installed handleddmaintainedcor ac forthebenperfomnce. Far romplete installation guidelines d the WindsorONE P veraedWarranly, visit WindsorONErom or call 888.229.7900. 737 Southpoint Blvd. Ste. H, Petaluma CA 94954 1 p: 888.229.7900 1 f: 707.665.9698 1 WindsorONE.com VMM A Windsor Mill Company 5/16" Wl WINDSORONE 30 PROTECTED BOARDS TONGUE fi GROOVE WINDSORONE PROTECTED SPECIALTY BOARDS WITH A 30yr LIMITED* WARRANTY protects against rot, insects & mold z3o Xwort i note: Profiler 230 d WOTG ' are NOTcompatible : 230 V -Groove Board Ix8 16' '%6" 7h" s 230 V -Groove Board 1x8 20' 'Yi6" 7V' 'SEE FULL INSTALLATION INSTRUCTIONS. WindsorONE should be stored iand1,v4 handled& maintained correctlyforthebestperformance. For complete installation guidelines & the WindmrONEPrvtected Warranty, visit WindsorONE.com or call 888.229.7900. 737 Southpoint Blvd. Ste. H, Petaluma CA 94954 1 p: 888.229.7900 1 f: 707.665.9698 1 WindsorONE.com A Windsor Mill Company