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1365 Violet St RES21-0198 SidingOWNER:ADDRESS:CITY:STATE:ZIP: JPMORGAN CHASE BANK NA 3415 VISION DR COLUMBUS OH 43219 COMPANY:ADDRESS:CITY:STATE:ZIP: Global Business Partners, Inc.12360 SW 132 CT Suite 206 Miami Fl 33186 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171061 0130 ATLANTIC BEACH SEC H JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1365 VIOLET ST RESIDENTIAL SIDING HARDIE BOARD SIDING $1462.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $60.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $30.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.10 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 7/12/2021 PERMIT NUMBER RES21-0198 ISSUED: 7/12/2021 EXPIRES: 1/8/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $144.10 2 of 2Issued Date: 7/12/2021 PERMIT NUMBER RES21-0198 ISSUED: 7/12/2021 EXPIRES: 1/8/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $144.10 RES21-0198 Address: 1365 VIOLET ST APN: 171061 0130 $144.10 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $60.00 BUILDING PERMIT 455-0000-322-1000 0 $60.00 BUILDING PLAN REVIEW $30.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $30.00 STATE SURCHARGES $4.10 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.10 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R16303 $144.10 Printed: Monday, July 12, 2021 4:05 PM Date Paid: Monday, July 12, 2021 Paid By: Global Business Partners, Inc. Pay Method: CREDIT CARD 480540698 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16303 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION RES21-0198 • Building Permit Application City of Atlantic Beach Building Department 800 Seminole Ro ad , Atlanti c Bea ch, FL 32233 -· Phone : (904 ) 247-5826 Email : Building-Oe pt@coab .us Updated 10/9/18 .. ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED . Job Add ress : 1365 VIOLET ST, ATLANTIC BEACH, FL 32233 Permit Number·::_:: _________ _ Legal Description SEE ATTACHED REIi UNKNOWN Valua t ion of Work (Re placement Cost)$ $1462.00 Heated/Cool ed SF N/ A Non-Heated/Cooled._;..;Nc;.;/ A..;,_ __ • Class of Work □New □Addition □Altera tion l!!;Repair □Move □De mo □Pool ::JWindow/Door • Use of exis ting/proposed structure(s) □Commercial 07<R es1dent,al • If an existing wucture, 1s a fire sprinkler sys tem installed': EIYes 8No UNKN OWN • Will tree s be removed in a.s.sociation w l r osed ro·ect □Yes m st s bmit se arate ree Removal Permit 1131No Describe in detail the type of work to be performed: Damaged siding replaced with hardie board and 1x4 to cover the seams . Hardie board was nailed to existing frame . Florida Product Approval lt_._,N...,O..,.A.....,,,2,,.0 ..... -0.,..7""'3""'0u.,0.:.6::;..... ___________ for multiple products use product approval form Property Owner Information Addr,ess 3415 Visio n Drive Mailcode: OH4-V030 Name JPMorg an Chas e Bank N.A. City Col umbus State OH Zip 43219 Phone _,8=8=8_,-3:c_,;1c.::0'---1.:..:5=0=6 ____ _ E-Mail cpc.property.re gistration@ch ase.com Owner or Agent (If Agent, Power of Attorney or i\gency Letter Required) __ N=/'-A'------------------ Contractor Information Name of Company Global Business Partners, Inc. Address 12360 SW 132 Ct Suite 206 Office Phone 305-456-2637 State Certi tication/Reg1strauon U CRC1331779 Qualifying Agent _P_ed_ro_ln_at""'ty ___________ _ City Miami State FL Zip_.:;33=-1,...8<.::6:..-__ _ Job s,te Contact Number ~ll.uOwk.uo .... cuiw .... o'-'------------ E·Ma,I preservation@gbpservices.com Architect Name & Phone II~...._-,.-______________________________ _ Engineer's Name & Ph one U _:.;N:.:.l:...A:..._ ______________________________ _ Workers Compensation Insurer ~N""'/A'-'-____________ OR Exempt ~ Expiration Date ..:N..:;/"'"A-'------ Applicat,on Is hereby made to obtain a permit to do the work and Installations as indicated. I certify that no work or installallon has commenced prior to t he issuance of a permit an d that all work will be performed to meet the standards of all the laws regu l ating construct10n ,n this 1urisdi cti on, I underst and that a ~eparate permit must be secured ior ELECTRICA L WORK . PLU MBING. SIG NS, WELLS, POOLS , FURN ACE S, SOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restricti ons applicable to this property that may be found In the public records of this county, and there may be additional permit s required from other governmental entities such as water management districts, state agen cics, or federal agencies. OWNER'S AFFIDAVIT : I certify that all the foregoing Information Is accurate and that all work will be done In compliance w i th all applicable laws regula ti ng construction and zoning . ------ -,,. \IJ Jl~)l'lal n OR -' · at,on ~I 11ntifl~;t1on: ___ -----__________ _ Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name)  Will proposed revision/corrections add additional square footage to original submittal? No Yes (additional s.f. to be added: _____________________________)  Will proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________ __________________________________________________________________________________________________ (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $_______________ Revision/Plan Review Comments_______________________________________________________________________ __________________________________________________________________________________________________ Department Review Required: Building _____________________________________________ Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities _____________________________________________ Public Safety Date Fire Services Updated 10/17/18 RES21-0198 06/28/2021 1365 VIOLET ST Pedro E. Inatty (786) 352-3925 preservation@gbpsolutions.com Product approval information Pedro E. Inatty 4 4 4 □ □ □ □ □ □ □ □ s HardiePanel vertical siding w b 3/8 in 2 in moderate contact EFFECTIVE DECEMBER 2019 SMOOTH | CEDARMILL© | STUCCO | SIERRA 8 Visit jameshardiepros.com for the most recent version. HS1236 P1/3 12/19 HardiePanel® Vertical Siding IMPORTANT: FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS, AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE. FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY. BEFORE INSTALLATION, CONFIRM YOU ARE USING THE CORRECT HARDIEZONE® PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343 (866-9-HARDIE) . . GENERAL REQUIREMENTS: • These instructions to be used for single family installations only. **For Commercial / Multi-Family installation requirements go to www.JamesHardieCommercial.com • HardiePanel® vertical siding can be installed over braced wood or steel studs, 20 gauge (33 mils) minimum to 16 gauge (54 mils) maximum, spaced a maximum of 24 in o.c. or directly to minimum 7/16 in thick OSB sheathing. See General Fastening Requirements. Irregularities in framing and sheathing can mirror through the finished application. Correct irregularities before installing siding. • Information on installing James Hardie products over non-nailable substrates (ex: gypsum, foam,etc.) can be located in JH Tech Bulletin 19 at www.jamehardie.com • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non-woven non-perforated housewrap¹, which complies with building code requirements. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6 in. in the first 10 ft. • Do not use HardiePanel verticalsiding in Fascia or Trim applications. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on flat vertical wall applications only. • For larger projects, including commercial and multi-family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin “Expansion Characteris- tics of James Hardie® Siding Products” at www.jameshardie.com. • James Hardie Building Products provides installation/wind load information for buildings with a maximum mean roof height of 85 feet. For information on installations above 60 feet, please contact JH technical support. • Minimum standard panel design size is 12" x 16". Note: Panels may be notched and cut to size to fit between windows, doors, corners, etc. INSTALLATION: Fastener Position fasteners 3/8 in from panel edges and no closer than 2 in away from corners. Do not nail into corners. • HardiePanel vertical siding must be joined on stud. • Double stud may be required to maintain minimum edge nailing distances. • When screws are used to attach panels to steel studs/furring, the screws shall have wing tips. If screws do not have wing tips, then pre-drilling is required. (Not applicable when using pins) Follow chart below for pre-drilling: SCREW PRE-DRILL HEAD DIAMETER No. 8 7/32 in Min 0.323 in No. 10 1/4 in Min 0.323 in Joint Treatment • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively joints may also be covered with battens, PVC or metal jointers or caulked (Not applicable to ColorPlus® Finish) (fig. 2). • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Figure 3 Figure 1 heathing Batten Joint Figure 2 “H” Joint (Caulking Joints is not applicable to ColorPlus® Finish) Caulk Joint ater-resistive arrier water-resistive barrier water-resistive barrier 2 x 4 stud water-resistive barrier 2 x 4 stud Figure 4 Recommendation: When installing Sierra 8, provide a double stud at panel joints to avoid *Apply caulk in accordance with caulk manufacturer’s written application instructions. leave appropriate gap between panels, then caulk* nailing through grooves. **James Hardie recommends installing a rainscreen (an air gap) between the HardiePanel siding and the water-resistive barrier as a best practice. James Hardie recommends that you consult your design professional if you have questions regarding the use of rainscreen on your single family project. ¹For additional information on HardieWrap™ Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com 2 x 4 stud water-resistive barrier upper panel Do not 1/4" gap Caulk Z-flashing lower panel water-resistive barrier upper panel Do not 1/4" gap Caulk Z-flashing decorative band board lower panel STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS 1. Position cutting station so that airflow blows dust away from the user and others near the cutting area. 2. Cut using one of the following methods: a. Best: Circular saw equipped with a HardieBlade® saw blade and attached vacuum dust collection system. Shears (manual, pneumatic or electric) may also be used, not recommended for products thicker than 7/16 in. b. Better: Circular saw equipped with a dust collection feature (e.g. Roan® saw) and a HardieBlade saw blade. c. Good: Circular saw equipped with a HardieBlade saw blade. INDOORS DO NOT grind or cut with a power saw indoors. Cut using shears (manual, pneumatic or electric) or the score and snap method, not recommended for products thicker than 7/16 in - DO NOT dry sweep dust; use wet dust suppression or vacuum to collect dust. - For maximum dust reduction, James Hardie recommends using the “Best” cutting practices. Always follow the equipment manufacturer’s instructions for proper operation - For best performance when cutting with a circular saw, James Hardie recommends using HardieBlade® saw blades. - Go to jameshardiepros.com for additional cutting and dust control recommendations. IMPORTANT: The Occupational Safety and Health Administration (OSHA) regulates workplace exposure to silica dust. For construction sites, OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer’s instructions results in exposures below the OSHA Permissible Exposure Limit (PEL) for respirable crystalline silica, without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations, consult a qualified industrial hygienist or safety professional, or contact your James Hardie technical sales representative for assistance. James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. I I (?j JamesHardleR ~ HardiePanel® Vertical Siding min 4 in. x 4 in. CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Roof to Wall Min. 1 in. Figure 4 Horizontal Flashing Min. ¼ in. Do not caulk Figure 5 Kickout Flashing Figure 6 Slabs, Path, Steps to Siding Min. 1 in. Figure 7 Deck to Wall Figure 8 Ground to Siding Figure 9 Gutter to Siding Figure 10 Sheltered Areas Figure 11 Mortar/Masonry Z-Flashing Min. 1 in. Min. 6 in. Z-Flashing Min. ¼ in. 1in. Min. ½ in. Figure 12 Drip Edge Figure 13 Block Penetration (recommended in HZ10) Z-Flashing Min. ¼ in. Do not caulk Figure 14 Valley/Shingle Extension Do not bridge floors with HardiePanel® siding. Horizontal joints should always be created between floors, see below). GENERAL FASTENING REQUIREMENTS Refer to the applicable ESR report online to determine which fastener meets your wind load design criteria. Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2018 IRC R317.3 or 2018 IBC 2304.10.5 • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). • NOTE: Whenever a structural member is present, HardiePanel® should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. HS1236 P2/3 12/19 As required STAPLES CLIPPED HEAD NAILS AL ALUMINUM FASTENERS DO NOT USE COUNTERSINK & FILL OVER SLANT DRIVE IF, THEN ADDITIONAL NAIL FACE NAIL DO NOT REMOVE & REPLACE HAMMER FLUSH STEEL FRAME WOOD FRAME UNDER DRIVE IF, THEN DO NOT Extend shingles at least 1 in. out from the fascia when gutters are present by IRC code Z-Flashing SNUG FLUSH L-Flashing Z-Flashing Min. ¼ in. ffi HardiePanel® Vertical Siding PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer’s written instructions. Note: some caulking manufacturers do not allow "tooling". PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with a new piece of siding with ColorPlus® Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matchedcaulks are available from your ColorPlus® product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. HS1236 P3/3 12/19 WARNING: This product can expose you to chemicals including respirable crystalline silica, which is known to the State of California to cause cancer. For more information go to P65Warnings.ca.gov. RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-1844, HardiePanel® vertical siding is recognized as a suitable alternate to that specified in the 2006, 2009, 2012 & 2015 International Residential Code for One-and Two-Fami- ly Dwellings and the 2006, 2009, 2012 & 2015 International Building Code. HardiePanel vertical siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida Product Approval FL#13223, Miami-Dade County Florida NOA No. 17-0406.06, U.S. Dept. of HUD Materials Release 1263f, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. © 2019 James Hardie Building Products, Inc. All rights reserved TM, SM and ® denote trademarks or registered trademarks of James Hardie Technology Limited. Product warranties, safety information and additional installation information are available at jameshardiepros.com DANGER: May cause cancer if dust from product is inhaled. Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product. Refer to the current product Safety Data Sheet before use. The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting, machining, drilling, routing, sawing, crushing, or otherwise abrading fiber cement, and when cleaning up, disposing of or moving the dust. When doing any of these activities in a manner that generates dust you must (1) comply with the OSHA standard for silica dust and/or other applicable law, (2) follow James Hardie cutting instructions to reduce or limit the release of dust; (3) warn others in the area to avoid breathing the dust; (4) when using mechanical saw or high speed cutting tools, work outdoors and use dust collection equipment; and (5) if no other dust controls are available, wear a dust mask or respirator that meets NIOSH requirements (e.g. N-95 dust mask). During clean-up, use a well maintained vacuum and filter appropriate for capturing fine (respirable) dust or use wet clean-up methods - never dry sweep. SI L I C A W A R N I N G A (?i} JamesHardie· Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.1 Date: December 8, 2020 Page 1 of 5 HardiePanel® Siding, Cempanel® Siding, Prevail™ Panel Siding EVALUATION SCOPE: ASCE 7-10 and ASCE 7-16 2017 Florida Building Code (6th Edition) and 2020 Florida Building Code (7th Edition) 2015 and 2018 International Building Code EVALUATION PURPOSE: 1. Intertek Report 102024363COQ-001A, Transverse load test on HardiePanel. Report Number Test Agency Thickness (in.)Width (in.) Frame Spacing (in.) Fastener Spacing (in.) Ultimate Load (PSF) Allowable Design Load2 (PSF) Failure Mode 102024363COQ-001A Intertek 0.3125 48 16 6 -160.7 -53.6 pull through /fracture 102024363COQ-001A Intertek 0.3125 48 16 8 -131.4 -43.8 pull through 102024363COQ-001A Intertek 0.3125 48 16 12 -106.1 -35.4 pull through 102024363COQ-001A Intertek 0.3125 48 16 6 -147.6 -49.2 pull through /fracture 102024363COQ-001A Intertek 0.3125 48 24 8 -82.7 -27.6 pull through /fracture 8 12 10 16 16 16 0.89 1.33 1.11 43.8 35.4 38.8 38.9 47.2 43.1 The fastener load for #8 screw at 10" O.C. was calculated as the average of the test results for 8" and 12" O.C. Fastener Type and Spacing / Stud Spacing Shank Dia., D (in.) Fastener Penetration into Wood Furring2, P (in.) Load Durtaion Factor Cd Wood Framing Specific Gravity, G4 NDS Adjusted Withdrawal Capacity1 W' (lb.) Fastener Tributary Area (ft2) Single Fastener Load, as tested3 (lb.) No.8 Screws @ 6" / 16" oc 0.164 0.750 1.6 0.42 98.9 0.67 35.7 No.8 Screws @ 8" / 16" oc 0.164 0.750 1.6 0.42 98.9 0.89 38.9 No.8 Screws @ 12" / 16" oc 0.164 0.750 1.6 0.42 98.9 1.33 47.2 No.8 Screws @ 8" / 24" oc 0.164 0.750 1.6 0.42 98.9 1.33 36.8 Ring Shank Nails @ 6" / 16" oc 0.090 0.750 1.6 0.42 34.3 0.67 32.8 (1) The adjusted fastener load (W') is calculated using the following equations in NDS-2018: Equ. 12.2-5 (deformed shank nails): W' = 1800 x G2 x D x P x Cd Equ. 12.2-2 (wood screws): W' = 2850 x G2 x D x P x Cd where Cd = 1.6 for wind and earthquake (2) Fastener penetration is into the full depth of the furring strips (3) Fastener load as tested is determined by multiplying the the design pressure by the fastener tributary area. (4) If fastener load as tested exceeds W', the allowable design load is adjusted as follows: Adjusted Design Load = W'/Fastener Tributary Area 2X4 wood stud, 3/4” thick by 3.5” wide SPF furring Table 1C - Fastener Load Analysis Individual fastener load (lb.) Frame spacing (in.) #8 Screw Spacing Fastener Spacing (in.) 2X4 wood stud, 3/4” thick by 3.5” wide SPF furring 3. HardiePanel Siding complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. Table 1B - Analysis of Allowable Load for #8 Screw at 10" O.C. Fastener Tributary area (ft2) Allowable load (psf) EVALUATION SUBJECT HardiePanel® Siding James Hardie Product Trade Names covered in this evaluation: REFERENCE REPORTS: Frame Type 1 Fastener Type and Dimensions TEST RESULTS: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood furrings on either wood or metal framing with nails or screws. The allowable load for #8 screw at the spacing of 10" O.C. into furring can be calculated by interpolating the results of same fastener at 8" and 12" O.C., since both tests had same failure mode of fastener pull through from the panels. As shown in the table, the allowable load for #8 screws installed at 10" O.C. to wood furring is 38.8 psf . Table 1A - Results of Transverse Load Testing No 1. All fasteners were installed on furring without penetration into the framing members. 2. Allowable load is determined from ultimate load divided by a factor of safety of 3. No. 8 X 1.25” long X 0.323” HD ribbed bugle head screws No. 8 X 1.25” long X 0.323” HD ribbed bugle head screws No. 8 X 1.25” long X 0.323” HD ribbed bugle head screws No. 8 X 1.25” long X 0.323” HD ribbed bugle head screws 0.090” shank X 0.215” HD x 1.5” long ring shank nail 2X4 wood stud, 3/4” thick by 3.5” wide SPF furring 2X4 wood stud, 3/4” thick by 3.5” wide SPF furring 2X4 wood stud, 3/4” thick by 3.5” wide SPF furring The fastener load as tested based on the allowable design loads in Table 1A above are verified to not exceed the NDS-2018 calculated allowable fastener withdrawal load as summarized in Table 1C below: Tested Design Pressure (from Table 1A above) (psf) -53.6 -49.2 -43.8 -35.4 -27.6 Fastener Load @ Design Pressure Exceeds W' (Yes/No) No No No No Adjusted Design Pressure4 (psf) No Adjustment No Adjustment No Adjustment No Adjustment No Adjustment Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.1 Date: December 8, 2020 Page 2 of 5 Justification of Using the Results on Light Gauge Steel Framing Equation 1,qz=0.00256*Kz*Kzt*Kd*V2 {ref. ASCE 7-10 Eq. 30.3-1} qz=0.00256*Kz*Kzt*Kd*KeV2 {ref. ASCE 7-16 Eq. 26.10-1} qz , velocity pressure at height z Kz , velocity pressure exposure coefficient evaluated at height z Kzt , topographic factor Kd , wind directionality factor Ke , ground elevation factor, permitted to take Ke = 1.0 V ASCE 7-10 Figures 26.5-1A, B, or C ASCE 7-16 Figures 26.5-1A, B, or 26.5-2A, B,C or D 2018 IBC Figures 1609.3(1) - 1609.3(8) Equation 2, V=Vult Vult Equation 3,p=qh*(GCp-GCpi)h <= 60 ft {ref. ASCE 7-10 Eq. 30.4-1 or ASCE 7-16 Eq. 30.3-1} qh , velocity pressure evaluated at mean roof height h GCp , product of external pressure coefficient and gust-effect factor {ref. ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} GCpi , product of internal pressure coefficient and gust-effect factor {ref. ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} p , design pressure (PSF) for siding (allowable design load for siding) To determine design pressure, substitute qh into Equation 3, Equation 4,p=0.00256*Kz*Kzt*Kd*Ke*V2*(GCp-GCpi){ref. 2015 and 2018 IBC} or p=0.00256*Kz*Kzt*Kd*Vult2*(GCp-GCpi){ref. 2017 and 2020 FBC} Equation 5,0.6D + 0.6W {ref. ASCE 7-10 and ASCE 7-16 section 2.4.1, load combination 7} D , dead load W , wind load (load due to wind pressure) To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6,pasd = 0.6*[p] Equation 7,pasd = 0.6*[0.00256*Kz*Kzt*Kd*Vult2*(GCp-GCpi)] Equation 7 is used to populate Table 4, 5, and 6. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 7, solve Equation 7 for V ult , Equation 8, Vult = (pasd/0.6*0.00256*Kz*Kzt*Kd*(GCp-GCpi))0.5 Equation 9,Vasd = Vult * (0.6)0.5 {ref. 2015 IBC, 2017 and 2020 FBC Eq. 16-33} Vasd = V * (0.6)0.5 {ref. 2018 IBC Eq. 16-33} Vasd , Nominal design wind speed (3-second gust, mph) V , Basic design wind speed (3-second gust, mph) Applicable to methods specified in Exceptions 1 through 3 of [2015 IBC, 2017 FBC] Section 1609.1.1., to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 7, apply the conversion formula below, DESIGN WIND LOAD PROCEDURES: Fiber-cement siding transverse load capacity (wind load capacity) is determined from transverse load testing in accordance with ASTM E330 or E72 as noted in Section 4.0 of the ICC ES AC90, Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (approved October 2018). The allowable/design capacity from the testing is based on a factor of safety of 3 applied to the ultimate test load per AC90. The wind load values are determined from the ASCE 7 equations. Since the allowable design load is based on factor of safety of 3, allowable design loads on fiber-cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber-cement siding are aligned with the wind speed requirements in ASCE 7-10 (Figures 26.5- 1A, 26.5-1B, and 26.5-1C) and ASCE 7-16 (Figures 26.5-1A to -1D, 25.5-2A to -2D), or the figures in the building code as applicable. In the subject configurations, all fasteners were attached to furring only, so whether the furring is attached to wood or steel framing does not affect panels' transverse load capacity. It will be the project engineer's responsibility to ensure the furring attachment to the framing members have sufficient load capacities. , basic wind speed (3-second gust MPH) as determined from: , ultimate design wind speeds (3-second gust MPH) determined from 2017 FBC Figures 1609.3(1) - 1609.3(3); 2020 FBC Figures 1690.3(1) - 1609.3(4) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7, Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.1 Date: December 8, 2020 Page 3 of 5 Wall Zone 5 Exp B (ASCE 7-16)Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 0.57 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 0.62 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 0.66 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.70 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 0.73 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 0.81 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 0.85 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft)B B B B B B B B B B B B B B 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5 60 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 100 -25.6 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft)C C C C C C C C C C C C C C 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 -43.1 -49.4 -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 -102.8 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft)D D D D D D D D D D D D D D 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 -50.1 -57.0 -64.4 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4 60 -27.0 -29.8 -32.7 -35.7 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 -108.1 -119.2 100 -37.0 -40.8 -44.7 -48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -163.0 Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Tables 3, 4, and 5 are based on ASCE 7-10 and ASCE 7-16, and consistent with the 2015/2018 IBC, 2017 FBC and 2020 FBC Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Kz Table 2, Coefficients and Constants used in Determining V and p, The coefficients and constants listed in Table 2 above were consistent for ASCE 7-10 and ASCE 7-16 except for Kz at Exposure B under 30 ft, where ASCE 7-16 allows to use lower exposure coefficient that previous codes used a more conservative values (resulted in higher design pressure). For the simplicity of the tables, the tables in the following sheet was populated using the more conservative ASCE 7-10 coefficients. Height (ft) ,,,,,,11111111111 Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.1 Date: December 8, 2020 Page 4 of 5 Siding Product Minimum Thickness (in.) Width (in.) Fastener Type Fastener Spacing (in.) Frame Type Stud Spacing (in.) Building Height3 (ft.) B C D B C D Design Load (psf) Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 193 175 159 149 135 123 -53.6 0.70 0.85 1.03 h≤60 1 0.85 -1 0.2 20 193 170 155 149 132 120 -53.6 0.70 0.90 1.08 1 0.85 -1 0.2 25 193 166 152 149 129 118 -53.6 0.70 0.94 1.12 1 0.85 -1 0.2 30 193 163 150 149 126 116 -53.6 0.70 0.98 1.16 1 0.85 -1 0.2 35 189 160 148 146 124 114 -53.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 185 158 146 143 122 113 -53.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 172 150 140 133 116 108 -53.6 0.88 1.15 1.33 1 0.85 -1 0.2 50 179 154 143 139 120 111 -53.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 177 153 142 137 119 110 -53.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 175 152 141 135 117 109 -53.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 145 128 120 112 99 93 -53.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 174 158 144 135 122 111 -43.8 0.70 0.85 1.03 h≤60 1 0.85 -1 0.2 20 174 154 140 135 119 109 -43.8 0.70 0.90 1.08 1 0.85 -1 0.2 25 174 150 138 135 116 107 -43.8 0.70 0.94 1.12 1 0.85 -1 0.2 30 174 147 135 135 114 105 -43.8 0.70 0.98 1.16 1 0.85 -1 0.2 35 171 145 134 132 112 103 -43.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 167 143 132 129 111 102 -43.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 164 141 131 127 109 101 -43.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 162 140 129 125 108 100 -43.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 160 138 128 124 107 99 -43.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 158 137 127 122 106 99 -43.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 131 116 -101 90 --43.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 164 149 135 127 115 105 -38.8 0.70 0.85 1.03 h≤60 1 0.85 -1 0.2 20 164 145 132 127 112 102 -38.8 0.70 0.90 1.08 1 0.85 -1 0.2 25 164 141 130 127 110 100 -38.8 0.70 0.94 1.12 1 0.85 -1 0.2 30 164 139 127 127 107 99 -38.8 0.70 0.98 1.16 1 0.85 -1 0.2 35 161 136 126 124 106 97 -38.8 0.73 1.01 1.19 1 0.85 -1 0.2 40 157 134 124 122 104 96 -38.8 0.76 1.04 1.22 1 0.85 -1 0.2 45 155 133 123 120 103 95 -38.8 0.79 1.07 1.25 1 0.85 -1 0.2 50 152 131 122 118 102 94 -38.8 0.81 1.09 1.27 1 0.85 -1 0.2 55 151 130 121 117 101 94 -38.8 0.83 1.11 1.29 1 0.85 -1 0.2 60 149 129 120 115 100 93 -38.8 0.85 1.13 1.31 1 0.85 -1 0.2 100 123 --95 ---38.8 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 157 142 129 121 110 100 -35.4 0.70 0.85 1.03 h≤60 1 0.85 -1 0.2 20 157 138 126 121 107 98 -35.4 0.70 0.90 1.08 1 0.85 -1 0.2 25 157 135 124 121 105 96 -35.4 0.70 0.94 1.12 1 0.85 -1 0.2 30 157 132 122 121 103 94 -35.4 0.70 0.98 1.16 1 0.85 -1 0.2 35 153 130 120 119 101 93 -35.4 0.73 1.01 1.19 1 0.85 -1 0.2 40 150 128 119 116 100 92 -35.4 0.76 1.04 1.22 1 0.85 -1 0.2 45 148 127 117 115 98 91 -35.4 0.79 1.07 1.25 1 0.85 -1 0.2 50 146 125 116 113 97 90 -35.4 0.81 1.09 1.27 1 0.85 -1 0.2 55 144 124 115 111 96 89 -35.4 0.83 1.11 1.29 1 0.85 -1 0.2 60 142 123 114 110 95 89 -35.4 0.85 1.13 1.31 1 0.85 -1 0.2 100 118 --91 ---35.4 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 HardiePanel®5/16 48 No. 8 X 1.25” long X 0.323” HD ribbed bugle head screws 16 No. 8 X 1.25” long X 0.323” HD ribbed bugle head screws 8" O.C. into furring only 12" O.C. into furring only 2X4 wood or 20 ga. steel framing, 3/4” thick by 3.5” wide wood furring 2,10,11 16 HardiePanel®5/16 48 No. 8 X 1.25” long X 0.323” HD ribbed bugle head screws 6" O.C. into furring only No. 8 X 1.25” long X 0.323” HD ribbed bugle head screws 10" O.C. into furring only 2X4 wood or 20 ga. steel framing, 3/4” thick by 3.5” wide wood furring 2,10,11 16HardiePanel®5/16 48 2X4 wood or 20 ga. steel framing, 3/4” thick by 3.5” wide wood furring 2,10,11 16 2X4 wood or 20 ga. steel framing, 3/4” thick by 3.5” wide wood furring 2,10,11 TABLE 6 - MAXIMUM WIND SPEEDS (MPH) FOR HARDIEPANEL SIDING 1 Coefficients used for calculations6 Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017/2020 FBC, 2015/2018 IBC Wind exposure category Wind exposure category Kz 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) HardiePanel®5/16 48 Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.1 Date: December 8, 2020 Page 5 of 5 Siding Product Minimum Thickness (in.) Width (in.) Fastener Type Fastener Spacing (in.) Frame Type Stud Spacing (in.) Building Height3 (ft.) B C D B C D Design Load (psf) Exp B Exp C Exp D Kzt Kd GCp GCpi HardiePanel®5/16 48 No. 8 X 1.25” long X 0.323” HD ribbed bugle head screws 6" O.C. into furring only 2X4 wood or 20 ga. steel framing, 3/4” thick by 3.5” wide wood furring 2,10,11 16 TABLE 6 - MAXIMUM WIND SPEEDS (MPH) FOR HARDIEPANEL SIDING 1 Coefficients used for calculations6 Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017/2020 FBC, 2015/2018 IBC Wind exposure category Wind exposure category Kz 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) 0-15 138 125 114 107 97 88 -27.6 0.70 0.85 1.03 h≤60 1 0.85 -1 0.2 20 138 122 111 107 94 86 -27.6 0.70 0.90 1.08 1 0.85 -1 0.2 25 138 119 -107 92 --27.6 0.70 0.94 1.12 1 0.85 -1 0.2 30 138 117 -107 91 --27.6 0.70 0.98 1.16 1 0.85 -1 0.2 35 135 115 -105 89 --27.6 0.73 1.01 1.19 1 0.85 -1 0.2 40 133 113 -103 88 --27.6 0.76 1.04 1.22 1 0.85 -1 0.2 45 131 112 -101 87 --27.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 129 111 -100 86 --27.6 0.81 1.09 1.27 1 0.85 -1 0.2 55 127 --98 ---27.6 0.83 1.11 1.29 1 0.85 -1 0.2 60 125 --97 ---27.6 0.85 1.13 1.31 1 0.85 -1 0.2 100 -------27.6 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 0-15 185 168 152 143 130 118 -49.2 0.70 0.85 1.03 h≤60 1 0.85 -1 0.2 20 185 163 149 143 126 115 -49.2 0.70 0.90 1.08 1 0.85 -1 0.2 25 185 159 146 143 123 113 -49.2 0.70 0.94 1.12 1 0.85 -1 0.2 30 185 156 143 143 121 111 -49.2 0.70 0.98 1.16 1 0.85 -1 0.2 35 181 154 142 140 119 110 -49.2 0.73 1.01 1.19 1 0.85 -1 0.2 40 177 151 140 137 117 108 -49.2 0.76 1.04 1.22 1 0.85 -1 0.2 45 174 150 138 135 116 107 -49.2 0.79 1.07 1.25 1 0.85 -1 0.2 50 172 148 137 133 115 106 -49.2 0.81 1.09 1.27 1 0.85 -1 0.2 55 170 147 136 131 114 105 -49.2 0.83 1.11 1.29 1 0.85 -1 0.2 60 168 145 135 130 113 105 -49.2 0.85 1.13 1.31 1 0.85 -1 0.2 100 139 123 115 107 95 89 -49.2 0.99 1.26 1.43 h>60 1 0.85 -2 0.2 6. Wind speed design coefficient assumptions per Section 30.4 of ASCE 7-10 and ASCE 7-16: Kzt=1, Kd=0.85, GCp=-1.4 (h≤60), GCp=-1.8 (h>60), GCpi=0.18. 8. V = basic design wind speed 9. 2018 IBC Section 1609.3.1 Eq. 16-33, Vasd = V(0.6)0.5 10. Wood furring shall be preservative treated per AWPA. 11. Wood furring shall be specific gravity of 0.42 or greater per AFPA/NDS; or wood structural panel, conforming to DOC PS-1 or DOC PS-2 or APA PRP-108. LIMITATIONS OF USE: 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle Θ less than or equal to 10° (2-12 roof slope). Linear interpolation of building height (≤ 60 ft) and wind speed is permitted. 1. Installation must be in accordance with siding manufacturer's instructions. Furring attachment to structural framing members or alternative furring width shall be designed by an engineer to resist the wind loads noted in the table. 2X4 wood or 20 ga. steel framing, 3/4” thick by 3.5” wide wood furring 2,10,11 16HardiePanel®5/16 48 0.090” shank X 0.215” HD x 1.5” long ring shank nail 6" O.C. into furring only 2X4 wood or 20 ga. steel framing, 3/4” thick by 3.5” wide wood furring 2,10,11 24HardiePanel®5/16 48 No. 8 X 1.25” long X 0.323” HD ribbed bugle head screws 8" O.C. into furring only 1) In High Velocity Hurricane Zones (HVHZ) install per Miami-Dade County Florida, NOA 17-0406.06 4. Vasd = nominal design wind speed 5. Vult = ultimate design wind speed 7. 2017 and 2020 FBC Section 1609.3.1 Eq. 16-33, Vasd = Vult(0.6)0.5 2. The penetration of the fasteners shall be the full furring strip depth of minimum 0.75 inch Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 1 of 7 ASCE 7-10 and ASCE 7-16 2017 Florida Building Code (6th Edition) and 2020 Florida Building Code (7th Edition) 2015 and 2018 International Building Code 6-7 AS PRODUCT EVALUATOR, THE UNDERSIGNED Perimeter Supports Field Supports IC-1270-94 Ramtech 0.3125 48 16 6 6 -149 -49.7 IC-1270-94 Ramtech 0.3125 48 16 4 4 -236 -78.7 IC-1271-94 Ramtech 0.3125 48 24 6 6 -94 -31.3 IC-1271-94 Ramtech 0.3125 48 24 4 4 -143 -47.7 10868-97/1475 Ramtech 0.3125 48 16 4 8 -90 -30.0 IC-1054-89 Ramtech 0.25 48 16 6 6 -169.9 -56.6 IC-1055-89 Ramtech 0.25 48 24 6 6 -91.9 -30.6 11149-98/1554d Ramtech 0.3125 48 16 4 8 -170 -56.7 11149-98/1554d Ramtech 0.3125 48 24 4 8 -101 -33.7 3148104COQ-002 Intertek 0.3125 48 16 6 12 -161.3 -53.8 Table 1A - Results of Transverse Load Testing Allowable Design Load1 (PSF) Ultimate Load (PSF)Fastener TypeFrame Type Width (in.) Thickness (in.)Test AgencyReport Number Frame Spacing (in.) 2X4 wood Hem-Fir No. 8, 1 in. long x 0.323 HD ribbed bugle head screw Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud 2X4 wood, SG ≥ 0.36 Fastener Spacing (in.) EVALUATION SUBJECT HardiePanel® Siding James Hardie Product Trade Names covered in this evaluation: HardiePanel® Siding, Cempanel® Siding, Prevail™ Panel Siding EVALUATION PURPOSE: REFERENCE REPORTS: TEST RESULTS: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood or metal framing with nails or screws. EVALUATION SCOPE: 6d common 6d common2X4 wood Hem-Fir 2X4 wood Hem-Fir 2X4 wood Hem-Fir 6d common 7/16" OSB over 2X4 wood frame No. 8, 1-5/8 in. long x 0.375" HD ribbed wafer head screw directly to OSB 6d common No. 8, 1 in. long x 0.323 HD ribbed bugle head screw Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud ET&F 0.100 in. knurled shank x 1.5 in. long x 0.25 in. HD pin fastener ET&F 0.100 in. knurled shank x 1.5 in. long x 0.25 in. HD pin fastener 4d ring shank nail, 0.091 in. shank x 0.225 in. HD x 1.5 in. 1.Intertek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding 2.Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 3.Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 4.Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail 5.Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 6.Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 7.Ramtech Laboratories, Report 11149-98/1554d (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8.Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 9.Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 10.Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail 11.Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 12.Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener Cons1ruc00n /lflplied EDJineerwtg Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 2 of 7 Table 1A Footnotes: Fastener Type and Spacing / Stud Spacing Shank Dia., D (in.) Fastener Penetration into Framing, P (in.) Load Durtaion Factor Cd Tested Design Pressure (from Table 1A above) (psf) Fastener Tributary Area (ft2) Single Fastener Load, as tested2 (lb.) 6d common at 6" perimater, 6" vertically along studs / 16" oc 0.120 1.688 1.6 49.7 0.667 33.1 6d common at 4" perimater, 4" vertically along studs / 16" oc 0.120 1.688 1.6 78.7 0.444 35.0 6d common at 6" perimater, 6" vertically along studs / 24" oc 0.120 1.688 1.6 31.3 1.000 31.3 6d common at 4" perimater, 4" vertically along studs / 24" oc 0.120 1.688 1.6 47.7 0.667 31.8 4d ring shank nails at 4" perimeter, 8" vertical along studs / 16" oc 0.091 1.188 1.6 30.0 0.889 26.7 No. 8, 1-5/8 in. long x 0.375" HD ribbed wafer head screw 0.164 0.438 1.6 56.6 0.667 37.8 (1) The adjusted fastener load (W') is calculated using the following equations in NDS-2018: Equ. 12.2-5 (deformed shank nails): W' = 1800 x G2 x D x P x Cd Equ. 12.2-3 (smooth shank nails): W' = 1380 x G2.5 x D x P x Cd Equ. 12.2-2 (wood screws): W' = 2850 x G2 x D x P x Cd where Cd = 1.6 for wind and earthquake (2) Fastener load as tested is determined by multiplying the the design pressure by the fastener tributary area. (3) If fastener load as tested exceeds W', the allowable design load is adjusted as follows: Adjusted Design Load = W'/Fastener Tributary Area Perimeter Supports Field Supports IC-1273-94 Ramtech 0.3125 48 16 6 6 603.8 201.3 IC-1273-94 Ramtech 0.3125 48 16 4 4 698.8 232.9 IC-1274-94 Ramtech 0.3125 48 24 6 6 460.0 153.3 IC-1274-94 Ramtech 0.3125 48 24 4 4 637.5 212.5 10868-97/1475 Ramtech 0.3125 48 16 4 8 595.4 198.5 IC-1057-89 Ramtech 0.25 48 16 & 24 6 6 123.8 123.8 11284-99/1580 Ramtech 0.3125 48 16 4 8 153.4 153.4 11284-99/1580 Ramtech 0.3125 48 24 4 8 132.5 132.5 6d common 3. In the steel framed assemblies the ultimate load values as noted are based on the average load at 1/8 inch net deflection limitation. 2. The maximum height-to-length ratio for construction in this Table is 2:1. Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud 6d common 6d common 1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 54.2 54.2 54.2 No 0.43 0.43 0.43 0.36 No No No No Adjustment No Adjustment No Adjustment No Adjustment 4d, 0.091 in. shank X 0.225 in. HD X 1.5 in. long ring shank nail ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud Min. No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw Report Number Test Agency 2X4 wood Hem-Fir ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 2X4 wood, SG ≥ 0.36 2X4 wood Hem-Fir 2X4 wood Hem-Fir 6d common The fastener load as tested based on the allowable design loads in Table 1A above are verified to not exceed the NDS-2018 calculated allowable fastener withdrawal load as summarized in Table 1B below: Table 1B - Fastener Load Analysis DESIGN WIND LOAD PROCEDURES: Fiber-cement siding transverse load capacity (wind load capacity) is determined from transverse load testing in accordance with ASTM E330 or E72 as noted in Section 4.0 of the ICC ES AC90, Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (approved October 2018). The allowable/design capacity from the testing is based on a factor of safety of 3 applied to the ultimate test load per AC90. The wind load values are determined from the ASCE 7 equations. Since the allowable design load is based on factor of safety of 3, allowable design loads on fiber-cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber-cement siding are aligned with the wind speed requirements in ASCE 7-10 (Figures 26.5-1A, 26.5-1B, and 26.5-1C) and ASCE 7-16 (Figures 26.5-1A to -1D, 25.5-2A to -2D), or the figures in the building code as applicable. Table 1C - Allowable Panel Racking Shear Load 1, 2 2. HardiePanel Siding complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. Thickness (in.) Width (in.) 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. Ultimate Load3 (plf) Allowable Load3 (plf) NDS Adjusted Withdrawal Capacity1 W' (lb.) 54.2 40.3 Frame Type Frame Spacing (in.)Fastener Type Adjusted Design Pressure3 (psf) Wood Framing Specific Gravity, G4 Fastener Load @ Design Pressure Exceeds W' (Yes/No) No0.43 No Adjustment 2X4 wood Hem-Fir 0.50 81.8 No No Adjustment Fastener Spacing (in.) Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 3 of 7 Equation 1,qz=0.00256*Kz*Kzt*Kd*V2 {ref. ASCE 7-10 Eq. 30.3-1} qz=0.00256*Kz*Kzt*Kd*KeV2 {ref. ASCE 7-16 Eq. 26.10-1} qz , velocity pressure at height z Kz , velocity pressure exposure coefficient evaluated at height z Kzt , topographic factor Kd , wind directionality factor Ke , ground elevation factor, permitted to take Ke = 1.0 V ASCE 7-10 Figures 26.5-1A, B, or C ASCE 7-16 Figures 26.5-1A, B, or 26.5-2A, B,C or D 2018 IBC Figures 1609.3(1) - 1609.3(8)Equation 2, V=Vult Vult Equation 3,p=qh*(GCp-GCpi)h <= 60 ft {ref. ASCE 7-10 Eq. 30.4-1 or ASCE 7-16 Eq. 30.3-1} qh , velocity pressure evaluated at mean roof height h GCp , product of external pressure coefficient and gust-effect factor {ref. ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} GCpi , product of internal pressure coefficient and gust-effect factor {ref. ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} p , design pressure (PSF) for siding (allowable design load for siding) To determine design pressure, substitute qh into Equation 3, Equation 4,p=0.00256*Kz*Kzt*Kd*Ke*V2*(GCp-GCpi){ref. 2015 and 2018 IBC} or p=0.00256*Kz*Kzt*Kd*Vult 2*(GCp-GCpi){ref. 2017 and 2020 FBC} Equation 5,0.6D + 0.6W {ref. ASCE 7-10 and ASCE 7-16 section 2.4.1, load combination 7} D , dead load W , wind load (load due to wind pressure) To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6,pasd = 0.6*[p] Equation 7,pasd = 0.6*[0.00256*Kz*Kzt*Kd*Vult2*(GCp-GCpi)] Equation 7 is used to populate Table 4, 5, and 6. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 7, solve Equation 7 for V ult , Equation 8, Vult = (pasd/0.6*0.00256*Kz*Kzt*Kd*(GCp-GCpi))0.5 Equation 9,Vasd = Vult * (0.6)0.5 {ref. 2015 IBC, 2017 and 2020 FBC Eq. 16-33} Vasd = V * (0.6)0.5 {ref. 2018 IBC Eq. 16-33} Vasd , Nominal design wind speed (3-second gust, mph) V , Basic design wind speed (3-second gust, mph) Wall Zone 5 Exp B (ASCE 7-16)Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 0.57 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 0.62 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 0.66 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.70 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 0.73 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 0.785 1.065 1.25 1 0.85 -1.4 0.18 50 0.81 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 0.85 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 , basic wind speed (3-second gust MPH) as determined from: , ultimate design wind speeds (3-second gust MPH) determined from 2017 FBC Figures 1609.3(1) - 1609.3(3); 2020 FBC Figures 1690.3(1) - 1609.3(4) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7, Applicable to methods specified in Exceptions 1 through 3 of [2015 IBC, 2017 FBC] Section 1609.1.1., to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 7, apply the conversion formula below, Height (ft) Kz Table 2, Coefficients and Constants used in Determining V and p, The coefficients and constants listed in Table 2 above were consistent for ASCE 7-10 and ASCE 7-16 except for Kz at Exposure B under 30 ft, where ASCE 7-16 allows to use lower exposure coefficient that previous codes used a more conservative values (resulted in higher design pressure). For the simplicity of the tables, the tables in the following sheet was populated using the more conservative ASCE 7-10 coefficients. Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 4 of 7 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5 60 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 100 -25.6 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 -43.1 -49.4 -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 -102.8 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 -50.1 -57.0 -64.4 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4 60 -27.0 -29.8 -32.7 -35.7 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 -108.1 -119.2 100 -37.0 -40.8 -44.7 -48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and ASCE 7-16, and consistent with the 2015/2018 IBC, 2017 FBC and 2020 FBC Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Exposure D Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Exposure B Exposure C I I I I Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 5 of 7 Siding Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Design Load (PSF)Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 185 168 153 144 130 118 -49.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 185 164 149 144 127 116 -49.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 185 160 147 144 124 114 -49.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 185 157 144 144 121 112 -49.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 182 154 142 141 120 110 -49.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 178 152 140 138 118 109 -49.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 175 150 139 136 116 108 -49.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 172 149 138 134 115 107 -49.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 170 147 137 132 114 106 -49.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 168 146 136 130 113 105 -49.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 139 123 116 108 96 90 -49.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 233 212 192 181 164 149 -78.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 233 206 188 181 159 146 -78.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 233 201 185 181 156 143 -78.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 233 197 181 181 153 140 -78.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 229 194 179 177 151 139 -78.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 224 191 177 174 148 137 -78.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 220 189 175 171 147 136 -78.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 217 187 173 168 145 134 -78.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 214 185 172 166 144 133 -78.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 212 184 171 164 142 132 -78.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 175 155 146 136 120 113 -78.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 147 134 121 114 104 94 -31.3 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 147 130 119 114 101 92 -31.3 0.7 0.9 1.08 1 0.9 -1 0.2 25 147 127 116 114 98 90 -31.3 0.7 0.94 1.12 1 0.9 -1 0.2 30 147 124 114 114 96 89 -31.3 0.7 0.98 1.16 1 0.9 -1 0.2 35 144 123 113 112 95 88 -31.3 0.73 1.01 1.19 1 0.9 -1 0.2 40 141 121 112 110 94 86 -31.3 0.76 1.04 1.22 1 0.9 -1 0.2 45 139 119 110 108 93 86 -31.3 0.79 1.07 1.25 1 0.9 -1 0.2 50 137 118 -106 91 --31.3 0.81 1.09 1.27 1 0.9 -1 0.2 55 135 117 -105 91 --31.3 0.83 1.11 1.29 1 0.9 -1 0.2 60 134 116 -104 90 --31.3 0.85 1.13 1.31 1 0.9 -1 0.2 100 111 --86 ---31.3 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 182 165 150 141 128 116 -47.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 182 160 146 141 124 113 -47.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 182 157 144 141 121 111 -47.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 182 154 141 141 119 109 -47.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 178 151 139 138 117 108 -47.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 174 149 138 135 115 107 -47.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 172 147 136 133 114 106 -47.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 169 146 135 131 113 104 -47.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 167 144 134 129 112 104 -47.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 165 143 133 128 111 103 -47.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 136 121 114 106 94 88 -47.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 144 131 119 112 101 92 -30.0 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 144 127 116 112 98 90 -30.0 0.7 0.9 1.08 1 0.9 -1 0.2 25 144 124 114 112 96 88 -30.0 0.7 0.94 1.12 1 0.9 -1 0.2 30 144 122 112 112 94 87 -30.0 0.7 0.98 1.16 1 0.9 -1 0.2 35 141 120 111 109 93 86 -30.0 0.73 1.01 1.19 1 0.9 -1 0.2 40 138 118 -107 92 --30.0 0.76 1.04 1.22 1 0.9 -1 0.2 45 136 117 -105 91 --30.0 0.79 1.07 1.25 1 0.9 -1 0.2 50 134 116 -104 89 --30.0 0.81 1.09 1.27 1 0.9 -1 0.2 55 132 114 -103 89 --30.0 0.83 1.11 1.29 1 0.9 -1 0.2 60 131 113 -101 88 --30.0 0.85 1.13 1.31 1 0.9 -1 0.2 100 -------30.0 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 TABLE 6 - MAXIMUM WIND SPEEDS (MPH) FOR HARDIEPANEL SIDING 1 6d common 4 2X4 wood Hem-Fir 16HardiePanel® 2X4 wood Hem-FirHardiePanel®6 4d, 0.091 in. shank X 0.225 in. HD X 1.5 in. long ring shank nail 5/16 48 6d common HardiePanel®5/16 48 HardiePanel®5/16 48 5/16 48 6d common HardiePanel®5/16 48 6d common 4 2X4 wood Hem-Fir 2X4 wood Hem-Fir 4 edge 8 field 2X4 wood SG≥0.36 6 Kz 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd 4,7,9) Coefficients used for calculations6 24 16 16 24 Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Wind exposure category \\\\\\111111111 ~ ,'-'\.~t?-~!: ~ l':/;'l'l ~ ~----,cENsj-11, ~ ' , \, ' / ....... , ' .,, ........ ~ \ _.. -, No. 81662 \ --, ~ * == -*· -I * I = -I I ::-a,, :~== ~ 'b '. STATE OF :§'j~ .,,, ' ,~ ..... ~ ~--,J:'LOR10l>-/ ~ "° ~/;8,oi.J-,;.ti~~ ,,~ ~ l///lf/111\\\\\\ - Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 6 of 7 Siding Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Design Load (PSF)Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEEDS (MPH) FOR HARDIEPANEL SIDING 1 2X4 wood Hem-FirHardiePanel®66d common5/16 48 Kz 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd 4,7,9) Coefficients used for calculations6 16 Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Wind exposure category 0-15 198 180 163 153 139 126 -56.6 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 198 175 159 153 135 123 -56.6 0.7 0.9 1.08 1 0.9 -1 0.2 25 198 171 157 153 132 121 -56.6 0.7 0.94 1.12 1 0.9 -1 0.2 30 198 167 154 153 130 119 -56.6 0.7 0.98 1.16 1 0.9 -1 0.2 35 194 165 152 150 128 118 -56.6 0.73 1.01 1.19 1 0.9 -1 0.2 40 190 162 150 147 126 116 -56.6 0.76 1.04 1.22 1 0.9 -1 0.2 45 187 161 148 145 124 115 -56.6 0.79 1.07 1.25 1 0.9 -1 0.2 50 184 159 147 143 123 114 -56.6 0.81 1.09 1.27 1 0.9 -1 0.2 55 182 157 146 141 122 113 -56.6 0.83 1.11 1.29 1 0.9 -1 0.2 60 180 156 145 139 121 112 -56.6 0.85 1.13 1.31 1 0.9 -1 0.2 100 149 132 124 115 102 96 -56.6 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 146 132 120 113 102 93 -30.6 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 146 128 117 113 99 91 -30.6 0.7 0.9 1.08 1 0.9 -1 0.2 25 146 126 115 113 97 89 -30.6 0.7 0.94 1.12 1 0.9 -1 0.2 30 146 123 113 113 95 88 -30.6 0.7 0.98 1.16 1 0.9 -1 0.2 35 143 121 112 110 94 87 -30.6 0.73 1.01 1.19 1 0.9 -1 0.2 40 140 119 110 108 93 85 -30.6 0.76 1.04 1.22 1 0.9 -1 0.2 45 138 118 -107 91 --30.6 0.79 1.07 1.25 1 0.9 -1 0.2 50 135 117 -105 90 --30.6 0.81 1.09 1.27 1 0.9 -1 0.2 55 134 116 -104 90 --30.6 0.83 1.11 1.29 1 0.9 -1 0.2 60 132 115 -102 89 --30.6 0.85 1.13 1.31 1 0.9 -1 0.2 100 -------30.6 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 198 180 163 153 139 126 -56.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 198 175 159 153 135 124 -56.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 198 171 157 153 132 121 -56.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 198 167 154 153 130 119 -56.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 194 165 152 150 128 118 -56.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 190 163 150 147 126 116 -56.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 187 161 149 145 124 115 -56.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 184 159 147 143 123 114 -56.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 182 157 146 141 122 113 -56.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 180 156 145 139 121 112 -56.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 149 132 124 115 102 96 -56.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 0-15 153 139 126 118 107 98 -33.7 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 153 135 123 118 104 95 -33.7 0.7 0.9 1.08 1 0.9 -1 0.2 25 153 132 121 118 102 94 -33.7 0.7 0.94 1.12 1 0.9 -1 0.2 30 153 129 119 118 100 92 -33.7 0.7 0.98 1.16 1 0.9 -1 0.2 35 150 127 117 116 98 91 -33.7 0.73 1.01 1.19 1 0.9 -1 0.2 40 147 125 116 114 97 90 -33.7 0.76 1.04 1.22 1 0.9 -1 0.2 45 144 124 114 112 96 89 -33.7 0.79 1.07 1.25 1 0.9 -1 0.2 50 142 122 113 110 95 88 -33.7 0.81 1.09 1.27 1 0.9 -1 0.2 55 140 121 112 109 94 87 -33.7 0.83 1.11 1.29 1 0.9 -1 0.2 60 139 120 112 107 93 86 -33.7 0.85 1.13 1.31 1 0.9 -1 0.2 100 115 --89 ---33.7 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 HardiePanel®5/16 48 ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener2 4 edge 8 field Min. No. 20 ga. (33 mil, fy = 33 ksi) steel stud HardiePanel®1/4 48 Min. No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw2 6 Min. No. 20 ga. (33 mil, fy = 33 ksi) steel stud 16 16 24 Min. No. 20 ga. (33 mil, fy = 33 ksi) steel stud HardiePanel®5/16 48 ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener2 4 edge 8 field Min. No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw2 HardiePanel®1/4 48 6 Min. No. 20 ga. (33 mil, fy = 33 ksi) steel stud 24 \\\\\\111111111 ~ ,'-'\.~t?-~!: ~ l':/;'l'l ~ ~----,cENsj-11, ~ ' , \, ' / ....... , ' .,, ........ ~ \ _.. -, No. 81662 \ --, ~ * == -*· -I * I = -I I ::-a,, :~== ~ 'b '. STATE OF :§'j~ .,,, ' ,~ ..... ~ ~--,J:'LOR10l>-/ ~ "° ~/;8,oi.J-,;.ti~~ ,,~ ~ l///lf/111\\\\\\ - Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.3.2 Date: December 8, 2020 Page 7 of 7 Siding Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Design Load (PSF)Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEEDS (MPH) FOR HARDIEPANEL SIDING 1 2X4 wood Hem-FirHardiePanel®66d common5/16 48 Kz 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd 4,7,9) Coefficients used for calculations6 16 Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) Wind exposure category 0-15 193 175 159 149 136 123 -53.8 0.7 0.85 1.03 h≤60 1 0.9 -1 0.2 20 193 170 155 149 132 120 -53.8 0.7 0.9 1.08 1 0.9 -1 0.2 25 193 167 153 149 129 118 -53.8 0.7 0.94 1.12 1 0.9 -1 0.2 30 193 163 150 149 126 116 -53.8 0.7 0.98 1.16 1 0.9 -1 0.2 35 189 161 148 146 124 115 -53.8 0.73 1.01 1.19 1 0.9 -1 0.2 40 185 158 146 143 123 113 -53.8 0.76 1.04 1.22 1 0.9 -1 0.2 45 182 156 145 141 121 112 -53.8 0.79 1.07 1.25 1 0.9 -1 0.2 50 179 155 143 139 120 111 -53.8 0.81 1.09 1.27 1 0.9 -1 0.2 55 177 153 142 137 119 110 -53.8 0.83 1.11 1.29 1 0.9 -1 0.2 60 175 152 141 136 118 109 -53.8 0.85 1.13 1.31 1 0.9 -1 0.2 100 145 128 121 112 100 93 -53.8 0.99 1.26 1.43 h>60 1 0.9 -2 0.2 1. Installation must be in accordance with siding manufacturer's instructions. 2. Screws must penetrate steel framing at minimum 3 full threads. Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 6. Wind speed design coefficient assumptions per Section 30.4 of ASCE 7-10 and ASCE 7-16: Kzt=1, Kd=0.85, GCp=-1.4 (h≤60), GCp=-1.8 (h>60), GCpi=0.18. 8. V = basic design wind speed 9. 2018 IBC Section 1609.3.1 Eq. 16-33, Vasd = V(0.6)0.5 10. Attachment of wood structural panel (WSP) sheathing to framing is the responsibility of an engineer and must be designed to resist the required wind loads noted in this table.9. 2018 IBC Section 1609.3.1 Eq. 16-33, Vasd = V(0.6)0.7 LIMITATIONS OF USE: 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle Θ less than or equal to 10° (2-12 roof slope). Linear interpolation of building height (≤ 60 ft) and wind speed is permitted. 4. Vasd = nominal design wind speed 5. Vult = ultimate design wind speed 7. 2017 and 2020 FBC Section 1609.3.1 Eq. 16-33, Vasd = Vult(0.6)0.5 2) In High Velocity Hurricane Zones (HVHZ) install per Miami-Dade County Florida, NOA 17-0406.06 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. HardiePanel®5/16 48 No. 8, 1- 5/8 in. long x 0.375" HD ribbed wafer head screw 6" vert. 12" horiz. 7/16" WSP sheathing over 2x4 wood framing10 16 \\\\\\111111111 ~ ,'-'\.~t?-~!: ~ l':/;'l'l ~ ~----,cENsj-11, ~ ' , \, ' / ....... , ' .,, ........ ~ \ _.. -, No. 81662 \ --, ~ * == -*· -I * I = -I I ::-a,, :~== ~ 'b '. STATE OF :§'j~ .,,, ' ,~ ..... ~ ~--,J:'LOR10l>-/ ~ "° ~/;8,oi.J-,;.ti~~ ,,~ ~ l///lf/111\\\\\\ - 8385 White Oak Ave. Rancho Cucamonga, CA 91730 Phone: 626.409.8650 Project No.: 2001-14.3 Date: December 14, 2020 Rathisha Sabaratnam, Sr. R&D Technical Services Specialist James Hardie Building Products, Inc. 10901 Elm Ave. Fontana, CA 92337 Subject: NOA 20-0730.06 for Compliance with 2020 Florida Building Code (7th Edition) Dear Rathisha, At your request in reference to the Miami Dade Checklist requirements, based on my review of applicable sections of the 2020 Florida Building Code and the submitted test reports, it is my professional opinion that the siding products listed in the attached NOA meet the requirements of the 2020 Florida Building Code. At your request, based on my review of applicable sections of the 2020 Florida Building Code and the submitted test reports for the subject products listed in the above referenced NOA, it is my professional opinion that the siding products listed in the NOA meet the requirements of the 2020 Florida Building Code. Attached are the updated stamped product installation drawings. The following are referenced standards in the 2020 FBC: (1) Wood: AWC NDS-2018 & SDPWS-2015 (2) Structural Design: ASCE 7-16 (3) Concrete: ACI 318-14 (4) Masonry: TMS 402-2016 (5) Structural Steel: AISC 360-16 and 2017 AISC Steel Construction Manual (6) Cold-formed Steel: AISI 100-16 (7) Aluminum: AA ADM1-2015 In addition, I make the following Statement of Independence: (a) I, V. Andrew Tan, do not have nor intend to acquire or will acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued. (b) CAE is not owned, operated or controlled by any company manufacturing or distributing products we evaluate or inspect. (c) CAE does not have, nor will it acquire financial interest in any company manufacturing or distributing products for which reports are being issued. (d) CAE does not have, or will it acquire a financial interest in any other entity involved in the approval process of the product. Please feel free to contact me for any questions, thank you again for your business. Respectfully submitted, CAE, Inc. V. Andrew Tan, P.E., exp. 2/28/21 Principal Engineer Attachments: (1) NOA 20-0730.06 NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 Page 1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled “HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction”, sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by V. Andrew Tan, P.E. on 09/29/2020, bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer’s name or logo, Plant City, Florida, and the following statements: “ASTM C 1186 Type A compliant” and “Miami-Dade County Product Control Approved” is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0821.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI·_,. t;.imHi iii' Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 E - 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS “Submitted under NOA # 13-0311.07” 1. Drawing No. PNL, PLK & SOFF, titled “HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction”, sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS “Submitted under NOA # 13-0311.07” 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. “Submitted under NOA # 02-0729.02” Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS “Submitted under NOA # 15-0122.04” 1. Statement letter of code conformance to the 5th edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 E - 2 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. PNL, PLK & SOFF, titled “HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction”, sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by V. Andrew Tan, P.E. on 09/29/2020. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 7th Edition (2020) of the FBC and of no financial interest issued by Construction Applied Engineering, dated 07/22/2020, signed and sealed by V. Andrew Tan, P.E. “Submitted under NOA # 17-0821.21” 2. Statement letter of code conformance to the 6th Edition (2017) FBC and of no financial interest issued by Ronald I. Ogawa & Associates, Inc., dated 07/30/2017, signed and sealed by Ronald I. Ogawa, P.E. - l •. . - - - - - - - - W A LL LE N G T H n - - - - - - - - - - • I St u d Sp a c i n g at 16 " O. C . B + - - . I I I SE E DE T A I L A PRODUCT DESCRIPTION HardiePanel®, Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber-cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. DE T A I L A I • • ----" Sh e a t h i n g fa s t e n e r , as de s c r i b e d in No t e 1 51 8 " th i c k / 5 pl y AP A ra t e d pl y w o o d sh e a t h i n g in / ac c o rd an c e wi t h Fl o r i d a Bu i l d i n g Co d e Se c t i o n 23 2 2 . 3 Wa t e r - r e s i s t i v e ba r r i e r pe r Fl o r i d a Bu i l d i n g Co d e Se c t i o n 14 0 4 . 2 2" X 4" S- P - F Wo o d St u d s ' Ha r d i e P a n e l , SE C T I O N - - 6 _ & ~ Ce m p a n e l , Pr e v a i l Pa n e l Si d i n g PANEL DIMENSIONS Width Length Thickness 4' 8,9,10' 5/16" DESIGN PRESSURE RATING Installation Design Pressure Wood Studs -76 psf Impact Resistant -Planks installed over 5/8" thick/ 5 ply APA rated plywood sheathing HA R D I E P A N E L . CE M P A N E L , PR E V A I L PA N E L SI D I N G IN S T A L L A T I O N DETAILS • Al l in s t a l l a t i o n sh a l l be do n e in co n f o r m a n c e wi t h th i s No t i c e of Acceptance, the manufacturer's in s t a l l a t i o n re c o m m e n d a t i o n s , an d th e ap p l i c a b l e s e c t i o n s of the Florida Building Code. ' " - Pa n e l fa s t e n e r , as de s c r i b e d in • Wo o d st u d s wh e r e Ha r d i e P a n e l , Ce m p a n e l , Pr e v a i l Pa n e l Siding win be installed shall be de s i g n e d by an En g i n e e r or Ar c h i t e c t pe r th e Fl o r i d a Bu i l d i n g Code and the requirements of this N. O . A . \ No t e 2 \ \ \ \ 1 Ha r d i e P a n e l , Ce m p a n e l , Pr e v a i l Pa n e l Si d i n g } I • [N o t e 1] 5/ 8 " th i c k / 5 pl y AP A ra t e d pl y w o o d sh e a t h i n g sh a l l be attached to the studs in ac c o r d a n c e wi t h Fl o r i d a Bu i l d i n g Co d e Se c t i o n 23 2 2 . 3 . Th e si d i n g pa n e l s sh a l l be in s t a l l e d ov e r 5/ 8 " th i c k / 5 pl y APA rated plywood sheathing supported by a mi n i m u m of 2 " X 4 " S- P - F wo o d st u d s sp a c e d a ma x i m u m of 16" O.C. [N o t e 2] Th e si d i n g pa n e l fa s t e n e r sh a l l be a 2• lo n g , 0. 2 2 3 " head diameter, 0.092" shank di a m e t e r , co r r o s i o n re s i s t a n t si d i n g na i l ; th e fa s t e n e r s sh a l l be spaced at 6" O.C. at panel edges an d in t e r m e d i a t e st u d s ; th e fa s t e n e r s sh a l l be dr i v e n th r o u g h the 5/8" thick/ 5 ply APA rated pl y w o o d sh e a t h i n g in t o wo o d st u d s lo c a t e d at 16 " O. C . Fa s t e n e r s sh a l l ha v e a mi n i m u m ed g e di s t a n c e o f 3/ 8 " an d a minimum clearance of 2" from / Wa t e r - r e s i s t i v e ba r r i e r pe r / Fl o r i d a Bu i l d i n g Co d e Se c t i o n ,, 14 0 4 . 2 co r n e r s . - - - - / ~,, . , . - - 5/ 8 " th i c k / 5 pl y AP A ra t e d pl y w o o d sh e a t h i n g fa s t e n e d in ac c o r d a n c e wi t h Fl o r i d a Bu i l d i n g Co d e Se c t i o n 23 2 2 . 3 2" X 4" S- P - F Wo o d St u d s Th e wa l l an d so f f i t fr a m e s ar e to be de s i g n e d by th e Ar c h i t e c t or En g i n e e r o f Re c o r d in co m p l i a n c e wi t h th e Fl o r i d a Bu i l d i n g Co d e . Ph o n e : 9 0 9 - - 3 5 6 - 6 3 0 0 Fa x 90 9 - 4 2 7 - 0 6 3 4 Cr e a t o r : E. Go n z a l e s SI Z E A SC A L E HA R D I E P A N E L , CE M P A N E L , PREVAIL PANEL IN S T A L L A T I O N DE T A I L S WO O D STUD CONSTRUCTION FS C M NO Ja m e s Ha r d i e Bu i l d i n g Products, Inc. 10 9 0 1 , E l m Avenue Fo n t a n a , CA 92337 DWGNO PNL-PLK-SOFF 1 /2 " = 1' -0 ' ' Da t e : 9/ 2 9 / 2 0 2 0 SHEET 1 OF 12 REV 2 Fa _ s t e n e r Sp a c i n g pe r Fl o r i d a _ J Bu i l d i n g Co d e Se c t i o n 23 2 2 . 3 · j r • . . \ \ \ \ \ \ i l 1 ! / / / ; 1 . , \ \ ,.. , . ~ E i; , , 1 ., . _ I / / ' \ \ . , , .. n / " v ~ :· ; . ;- · .. --.. 4, 1 , ' / ~ ~- .· ,c "-N ~t •. ~ :: : : : ., , _ , ' v -z _ . f z. 2, \ ' , ~ ... . . . , ~ ' - .: : : ,· ex ~-8 , 66 2 '. * ::: : - ~ :. a u c ? - : Q! - • , UJ - ~ ,, o ' 'II S i AT f O r / 41 ~ / ~ ' ~ ' ~ ::: : : "/ . q_ _ , ', _ ;: - L O R. \O / & ~ ' l ~ . ___ __ . / ~ " • _ L _ . . . . // 11 8 .S J ON ~\ . . ~ \,, ' I I I 11 1 1 1 I i I \ \ \ \ \ q Ii ~ ( z. c • • . FR A M I N G • NO M I N A L 2" X 4" S- P - F WO O D ST U D S 16 " O. C . FA S T E N E D WI T H 3- 1 / 2 " 16 d CO M M O N NA I L S (2 PE R TO P AN D BO T T O M CO N N E C T I O N ) TH E WA L L AN D SO F F I T FR A M E S AR E TO BE DE S I G N E D BY TH E AR C H I T E C T OR EN G I N E E R O F RE C O R D IN CO M P L I A N C E WI T H TH E FL O R I D A BU I L D I N G CO D E SH E A T H I N G • NO M I N A L 5/ 8 " T H I C K / 5 PL Y AP A RA T E D PL Y W O O D SH E A T H I N G FA S T E N E D IN AC C O R D A N C E WI T H FL O R I D A BU I L D N G CO D E SE C T I O N 23 2 2 . 3 CL A D D I N G • TH E PA N E L IS FA S T E N E D WI T H 2" LO N G , 0. 2 2 3 " HE A D DI A M E T E R , 0. 0 9 2 " SH A N K DI A M E T E R , CO R R O S I O N RE S I S T A N T SI D I N G NA I L S , PL A C E NA I L S 6" O. C . AT PA N E L ED G E S AN D IN T E R M E D I A T E ST U D S • Cladding - - - - 16 . 0 0 i n . - - . i . -- - - - - ~ Fa s t e n e r Sp a c i n g pe r Fl o r i d a Sheathing Bu i l d i n g Co d e Se c t i o n 23 2 2 . 3 . \ \ • . • . . . . FO R ME T A L AN D WO O D ST U D S , PR O V I S I O N S FO R DI A P H R A G M AC T I O N AND GRAVITY LOAD ARE NO T PA R T OF TH I S AP P R O V A L (M U S T PR O V I D E AL T E R N A T E PR O V I S I O N S FOR THESE LOADS) Ph o n e : 90 9 - 3 5 6 - 6 3 0 0 Fa x 90 9 - 4 2 7 - 0 6 3 4 Cr e a t o r : E. Go n z a l e s SI Z E A SC A L E HA R D I E P A N E L , CE M P A N E L , PREVAIL PANEL IN S T A L L A T I O N DE T A I L S W O O D STUD CONSTRUCTION Ja m e s Ha r d i e Bu i l d i n g Products, Inc. 10 9 0 1 El m Avenue Fo n t a n a , CA 92337 FS C M N O DWGNO PNL-PLK-SOFF 1 " = 1 '- 0 " Da t e : 9/ 2 9 / 2 0 2 0 SHEET 2 OF 12 REV 2 - - - - - - - - - WA L L L EN G T H 1 - - - - - - - - . 11~ I St u d Sp a c i n g at 16 " O. C . B + - 7 1 .. I . , SE E DE T A I L A PRODUCT DESCRIPTION HardiePanel®, Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber-cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the F l orida Building Code . SE C T I O N B- B 5/ 8 " th i c k / 5 pl y AP A ra t e d pl y w o o d sh e a t h i n g fa s t e n e d to me t a l st u d s as de s c r i b e d in No t e 1 Wa t e r - r e s i s t i v e ba r r i e r pe r Fl o r i d a Bu i l d i ng Co d e Se c t i o n 14 0 4 . 2 20 g a , 3- 5 / 8 " X 1- 5 / 8 " Me t a l C- s t u d Ha r d i e P a n e l , Ce m p a n e l , PANEL DIMENSIONS Width Length Th i ckness 4' 8,9,10' 5/16" DESIGN PRESSURE RATING Installation Design Pressure Metal Studs -104 psf Impact Resistant- Pr e v a i l Pa n e l 3/ 8 " Mi n i m u m Ed g e Di s t a n c e Na i l s at 6 " O. C . (t y p .) Si d i n g Pane l installed over 5/8" thick / 5 ply APA rated plywood sheathing DE T AI L A -- - - - - - / " -- - , , ,, / ~ . - - - - - - ~ ~ ~ , , Sh e a t h i n g fa s t e n e r , as / - - - - - - de s c r i b e d in No t e 1 , ~ I ' HA R D I E P A N E L . CE M P A N E L , PR E V A I L PA N E L SI D I N G IN S T A L L A T I O N DETAILS • Al l in s t a l l a t i o n sh a l l be do n e in co n f o r m a n c e wi t h th i s No t i c e of Acceptance, the manufacturer's in s t a l l a t i o n re c o m m e n d a t i o n s , an d th e ap p l i c a b l e se c t i o n s of the Florida Building Code . • Me t a l st u d s wh e r e Ha r d i e P a n e l , Ce m p a n e l , Pr e v a i l Pa n e l Siding will be installed shall be de s i gn e d by an En g i n e e r or Ar c h i t e c t pe r th e Fl o r i d a Bu i ld i n g Code and the requirements of this N . O A • I \ I ' Pa n e l fa s t e n e r , as de s c r i b e d in No t e 2 [N o t e 1) 5/ 8 " th i c k / 5 pl y AP A ra t e d pl y w o o d sh e a t h i n g sh a l l be attached to metal studs at 6"oc at pa n e l ed g e s an d al l in t e r m e d i a t e su p p o r t s us i n g a No . 8 - 1 8 , 0.315" head diameter x 1-1/4" long bu g l e he a d sc r e w I I I I I I I \ I \ Ha r d i e P a n e l ® Si d i n g • Wa t e r - r e s i s t i v e ba r r i e r pe r Fl o r i d a Bu i l d i n g Co d e Se c t i o n • 14 0 4 . 2 5/ 8 " th i c k / 5 pl y AP A ra t e d pl y w o o d sh e a t h i n g fa s t e n e d to me t a l st u d s as de s c r i b e d in No t e 1 . Th e si d i n g pa n e l s sh a l l be in s t a l l e d ov e r 5/ 8 " th i c k / 5 pl y APA rated plywood sheathing su p p o r t e d by a mi n i m u m 20 g a , No m i n a l 3- 5 / 8 " X 1- 5 / 8 " Metal C-studs spaced a maximum of 16" o. c . [N o t e 2) Th e si d i n g pa n e l fa s t e n e r sh a l l be a mi n i m u m No . 8-18, 0 .315" head diameter X 1 -5/8" lo n g • ri b b e d bu g l e he a d sc r e w (* o r sc r e w sh a l l ha v e at le a s t 3 full threads penetrating metal fr a m i n g ) ; th e fa s t e n e r s sh a l l be sp a c e d at 6" O. C . at pa n e l edges and intermediate studs; the fa s t e n e r s sh a l l be dr i v e n th r o u g h th e 5/ 8 " th i c k / 5 pl y AP A rated plywood sheathing into metal st u d s lo c a t e d at 16 " O. C . Fa s t e n e r s sh a l l ha v e a mi n i m u m ed g e di s t a n c e o f 3/ 8 " an d a minimum clearance of 2" from co m e r s . HA R D I E P A N E L , CE M P A N E L , PREVAIL PANEL IN S T A L L A T I O N DE T A I L S ME T A L STUD CONSTRUCTION Ja m e s Ha r d i e Bu i l d i n g Products, Inc. 10 9 0 1 El m Avenue Fo n t a n a , CA 92337 20 g a , 3- 5 / 8 " X 1 -5 / 8 " Me t a l C- s t u d Th e wa l l an d so f f i t fr a m e s ar e to be de s i g n e d by tn e Ar c h i t e c t or En g i ne e r o f Re c o r d in co m p l i a n c e wi t h th e Fl o r i d a Bu i l d i n g Co d e . Ph o n e : 90 9 - 3 5 6 - 6 3 0 0 Fa x 90 9 - 4 2 7 - 0 6 3 4 SI Z E A FS C M NO DWGNO PNL-PLK-SOFF REV 2 Cr e a t o r : E. Go n z a l e s SC A L E 1/ 2 " = 1 '- 0" Da t e : 9/ 2 9 / 2 0 2 0 SH EET 3 OF 12 - j s. O O i n . r t · 6. 0 0 i n . " T 6. 0 0 i n . • _j _ • FR A M I N G • NO M I N A L 20 GA U G E 3- 5 / 8 " X 1- 5 / 8 " ST E E L ST U D S 16 " O. C . FA S T E N E D WF r H 5/ 8 " WA F E R HE A D SC R E W S (2 PE R TO P AN D BO T T O M CO N N E C T I O N ) • TH E WA L L AN D SO F F I T FR A M E S AR E TO BE DE S I G N E D BY TH E AR C H I T E C T OR EN G I N E E R OF RE C O R D IN CO M P L I A N C E WI T H TH E FL O R I D A BU I L D I N G CO D E SH E A T H I N G • NO M I N A L 5/ 8 " T H I C K / 5 PL Y AP A RA T E D PL Y W O O D SH E A T H I N G TO ME T A L ST U D S AT 6" OC AT PA N E L ED G E S AN D AL L IN T E R M E D I A T E SU P P O R T S US I N G A NO . 8 - 1 8 , 0. 3 1 5 " HE A D DI A M E T E R X 1- 1 / 4 " LO N G BU G L E HE A D SC R E W CL A D D I N G • TH E PA N EL IS FA S T E N E D WI T H NO . 8- 1 8 , 0. 3 1 5 " HE A D DI A M E T E R X 1 - 5 / 8 " LO N G CO R R O S I O N RE S I S T A N T RI B B E D BU G L E HE A D SC R E W S (S C R E W SH A L L HA V E AT LE A S T 3 FU L L TH R E A D S PE N E T R A T I N G TH E ME T A L FR A M I N G ) , PL A C E SC R E W S 6" O. C . AT PA N E L ED G E S AN D IN T E R M E D I A T E ST U D S 16 . 0 0 in . . -- - ._ _ _ • T . 6. 0 0 i n . _j _ _ . Ph o n e : 90 9 - 3 5 6 - 6 3 0 0 Fa x 90 9 - 4 2 7 - 0 6 3 4 Cr e a t o r : E. Go n z a le s 1 -• SI Z E A SC A L E Cladding Framing ' - Sheathing HA R D I E P A N E L , CE M P A N E L , PREVAIL PANEL IN S T A L L A T I O N DE T A I L S METAL STUD CONSTRUCTION Ja m e s Ha r d i e Bu i l d i n g Products , Inc. 10 9 0 1 Elm Avenue Fo n t a n a , CA 92337 FS C M N O _ OWGNO PNL-PLK-SOFF 1" = 1' - 0 " Da t e : 9/ 2 9 / 2 0 2 0 SHEET 4 OF 12 REV 2 I I I { I \ \ \ ~ - - - - - S - t _u _d .. , .S _p _aC l ___ ng _ a _t 1 _6 _"_0 ___ c __ - WA L L LE N G T i - , - - - - - - - - - - - - - - - - - SE E DE T A I L A PRODUCT DESCRIPTION HardiePlank®. Cemplank®, & Prevail® Plank Lap Siding materials B +- 7 1.. I .. 1 .. . . . . . . . : :I i . I . · . ·- - · : f · - · - · - · - r - r - · - ·· · ··n ·- ··- · - · : : ·· - - ··· · · · n · · · · · · · · · '\ \ t ,t . tt ;r ,- - - · - n - · - - - 1 '.• :.1 :. 1 1.: ' . ' ) 5/ 8 " th i c k / 5 p l y AP A are nonasbestos fiber-cement ra t e d pl y w o o d products tested in accordance with / . , , - / / /✓ ' ! I B + · -= sh e a t h i n g in ASTM C 1186 Grade II, Type A and ac c o r d a n c e wi t h meeting the requirements of the Fl o r i d a Bu i l d i n g Co d e Florida Building.Code. Se c t i o n 23 2 2 . 3 . . PANEL DIMENSIONS Wa t e r - r e s i 5t iv e Width Length Thickness ba r r i e r pe r Fl o r i d a ~9-1/2" 12' 5/16 " Bu i l d i ng Co d e Se c t i o n 14 0 4 . 2 2" X 4 " S· P - F Wo o d St u d s La p Si d i n g DESIGN PRESSURE RA TING Installation Design Pressure Wood Studs -92 psf Impact Resistant - 3/ 4 " Mi n i m u m Ed g e Di s t a n c e Na i l s at 16 " O. C . (t y p . ) Planks i nstalled over 5/8" thick / 5 ply 1- 1 1 4 " ta l l X 5/ 1 6 " APA rated plywood sheathing DE T A I L A --- - - - - --- / Sh e a t h i n g fa s t e n e r , as de s c r i b e d in No t e 1 / / / Si d i n g fa s t e n e r , as de s c r i b e d i n No t e 2 Ha r d i e Pl a n k , Ce m p l a n k , Pr e v a i l La p Si d i n g Wa t e r - re s i s t i v e ba r r i e r pe r Fl o r i d a Bu i l d i n g Co d e Se c t i o n 14 0 4 . 2 ., , 5/ 8 " th i c k / 5 pl y AP A ra t e d pl y w o o d sh e a t h i n g fa s t e n e d in ac c o r d a n c e wi t h Fl o r i d a Bu i l d i n g Co d e Se c t i o n 23 2 2 . 3 2" X 4" S- P - F Wo o d St u d s th i c k st a r t e r st r i p HA R D I E P L A N K . CE M P L A N K , PR E V A I L LA P SI D I N G IN S T A L L A T I O N DETAILS • Al l in s t a l l a t i o n sh a l l be do n e in co n f o r m a n c e wi t h th i s No t i c e o f Acceptance, the manufacturer's in s t a l l a t i o n re c o m m e n d a t i o n s , an d th e ap p l i c a b l e se c t i on s o f th e Florida Building Code. Wo o d st u d s wh e r e Ha r d i e P l a n k , Ce m p l a n k , Pr e v a il La p Si d i n g will be installed shall be designed by an En g i n e e r o r Ar c h i t e c t pe r th e Fl o r i d a Bu i l d i n g Co d e an d th e re q u i r e m e n t s of this N.O.A. • [N o t e 1) 5/ 8 " th i c k / 5 pl y AP A ra t e d pl y w o o d sh e a t h i n g sh a l l be attached to the studs in accordance wi t h Fl o r i d a Bu i l d i ng Co d e Se c t i o n 23 2 2 . 3 . • Pl a n k s sh a l l be ap p l i ed ho r i z o n t a l l y co m m e n c i n g fr o m th e bo t t o m course of the wall with 1-1/4" wide la p s at th e to p o f th e pl a n k su c h th a t th e ex p o s u r e ar e a o f ea c h plank is :S 8 -1/4" vertically. • [N o t e 2) Th e si d i n g fa s t e n e r sh a l l be a 2- 1 / 2 " lo n g , 0. 2 2 3 " he a d diameter, 0.092 " shank diameter, co r r o s i o n - r e s i s t a n t si d i n g na i l ; Th e si d i ng is fa s t e n e d :s 8- 1 / 4 " O.C. vertically and 16" O.C. horizontally; fa s t e n e r s ar e dr i v e n in t o wo o d st u d s th r o u g h 5/ 8 " th i c k / 5 pl y APA rated plywood sheathing , fasteners ar e pl a c e d in th e ov e r l a p p i n g ar e a ap p r o x i m a t e l y 3/ 4 " fr o m th e bottom edge of the overlapping plank. • Ve r t i c a l jo i n t s sh a l l be pl a c e d ov e r st u d s . • Th e pl a n k s sh a l l be in s t a l l e d ov e r 5/ 8 " t h i c k / 5 pl y AP A ra t e d pl y w o o d sheathing supported by a mi n i mu m o f 2" X 4 " S- P - F wo o d st u d s sp a c e d a ma x i m u m o f 16 " O.C. • Fa s t e n e r s sh a l l ha v e a mi n i m u m ed g e di s t a n c e o f 3/ 8 " . Ph o n e : 90 9 - 3 5 6 - 6 3 0 0 SI Z E HA R D I E P L A N K , CE M P L A N K , PREVAIL LAP SIDING IN S T A L L A T I O N DE T A I L S WO O D STUD CONSTRUCTION FS C M NO Ja m e s Ha r d i e Bu i l d i n g Products, Inc. 10 9 0 1 El m Avenue Fo n t a n a , CA 92337 D\/VG NO REV Th e wa l l an d so f f i t fr a m e s ar e to be de s i g n e d Fa x 90 9- 4 27 _06 3 4 A PNL-PLK-SOFF 2 by th e Ar c h i t e c t o r En g i ne e r o f Re c o r d in 1 - - - -- - ' - - ' ~ ; . . . . : ; . . : c . . . . . . ; . : : ; . ; . . _ ; . . . . : ; . . : c . . . . ; _ _ _ i - - - - - ' - - - - - - - . . . - - ' - - - - - - -~--------'----1 co m p l i a n c e wi t h th e Fl o r i d a Bu i l d i n g Co d e . Cr e a t o r : E. Go n z a l e s SC A L E 1/ 2 " = 1 '·0 " Da t e : 9/ 2 9 / 2 0 2 0 SHE E T 5 OF 12 Fa s t e n e r Sp a c i n g pe r Fl o r i d a Bu i l d i n g Co d e Se c t i o n 23 2 2 .3 FR A M I N G • _ L _ • NO M I N A L 2" X 4" S- P - F WO O D ST U D S 16 " O. C . FA S T E N E D WI T H 3- 1 / 2 " 16 d CO M M O N NA I L S (2 PE R TO P AN D BO T T O M CO N N E C T I O N ) • TH E WA L L AN D SO F F I T FR A M E S AR E TO BE DE S I G N E D BY TH E AR C H I T E C T OR EN G I N E E R OF RE C O R D IN CO M P L I A N C E WI T H TH E FL O R I D A BU I L D I NG CO D E SH E A T H I N G • NO M I N A L 5/ 8 " T H I C K / 5 PL Y AP A RA TE D PL Y W O O D SH E A T H I NG FA S T E N E D IN AC C O R D A N C E WI T H F L OR I D A BU I L D I N G CO D E SE C T I O N 23 2 2 . 3 CL A D D I N G • PL A N K S OV E R L A P 1- 1 / 4 " • TH E EX P O S U R E IS sB - 1 /4 " 1 6 i n . o c - - - Cladding i • Fa s t e n e r Sp a c i n g pe r Fl o r i d a Bu i l d i n g Co d e Se c t i o n 23 2 2 .3 Sheathing FO R ME T A L AN D WO O D ST U D S , PR O V I S I O N S FO R DI A P H R A G M AC T I O N AND GRAVITY LOAD ARE NO T PA R T OF TH I S AP P R O V A L (M U S T PR O V I D E AL T E R N A T E PR O V I S I O N S FOR THESE LOADS) HA R D I E P L A N K , CE M P L A N K , PREVAIL LAP SIDING IN S T A L L A T I O N DE T A I L S W O O D STUD CONSTRUCTION • TH E PL A N K S AR E FA C E NA I LE D WI T H 2- 1 / 2 " LO N G , 0. 2 2 3 " Ja m e s Ha r d i e Bu i l d i n g Products, Inc . 10 9 0 1 El m Avenue Fo n t a n a , CA 92337 HE A D DI A M E T E R , 0. 0 9 2 " SH A N K DI A M E T E R , CO R R O S I O N --~ . . . . . . . . . . . . . . . . . .. . - . RE S I S T A N T SI D I N G NA I L S , PL A C E D 3/ 4 " UP FR O M TH E r- - - - - - ; : : ; P;;: - h =- :on : : e :: - : ;: : ; :90 9 ~ _ 3 ;; - ; 5 6 - 6 : ; ; - ; : ; - ; ; 3 ;; ;0 ;: ; -0 - - + - : s;:; : i z ; ; : - E - r - - - - - - : : F -: : - : sc :: - : M :- : : N -: : -o - - r - - - - - - - - , - - - - - - ~ - ----l BO T T O M ED G E OF TH E PL A N K A T EA C H ST U D LO C A T I O N DWGNO REV Fa x 90 9 - 4 2 7 - 0 6 3 4 A PNL-PLK-SOFF 2 Cr e a t o r : E. Go n z a l e s SC A L E 1 " = 1 ' - 0 " Da t e : 9/ 2 9 / 2 0 2 0 S HEET 6 OF 12 3/ 4 " Mi n i m u m Ed g e Di s t a n c e D ET AI L A -- - - - - -- -- -- - Na i l s at 16 " O. C . (t y p . ) 5/ 8 " th i c k / 5 pl y AP A ra t e d pl y w o o d sh e a t h i n g fa s t e n e d to me t a l st u d s as de s c r i b e d in No t e 1 Wa t e r - r e s i s t i v e ba r r i e r pe r Fl o r i d a Bu i l d i n g Co d e Se c t i on 14 0 4 . 2 20 g a , 3- 5 /8" X 1- 5 / 8 " \ Me t a l C- s t u d Ha r d i e Pl a n k , Ce m p l a nk , Pr e v a i l La p Si d i n g 1- 1 / 4 " ta l l X 5/ 1 6 " th i c k st a r t e r st r i p PRODUCT DESCRIPTION HardiePlank®, Cemplank®, and Prevail® Plank. Lap Siding materials are nonasbestos fiber-cement products tested in accordance with ASTM C1186 Grade tl, Type A and meeting the requirements of the Florida Building Code . PLANK DIMENSIONS Width Length Thickness s 9-1/2" 12' 5/16" DESIGN PRESSURE RA TING Installation Design Pressure Metal Studs -92 psf Impact Res i stant -P l anks in s talled o ver 5/8" thick. / 5 ply APA rated plywood sheath i ng HA R D I E P L A N K , CE M P L A N K , PR E V A I L LA P SI D I N G IN S T A L L A T I O N DETAILS ,, , , , ~ . - - - - - - - - ~ ' , / ; ' • Al l in s t a l l a t i o n sh a l l be do n e in co n f o n n a n c e w i th th i s No t i c e o f Ac c e p t a n c e , the manufacturer's i ns t allation _ _ _ _ _ Sh e a t h i n g fa s t e n e r , as re c o m m e n d a t i on s . an d th e ap p l i c a b l e se c t i o n s o f th e Fl o r i d a Bu i l d i n g Code. de s c r i b e d in No t e 1 • Me t a l st u d s wh e r e Ha r d i e P l a n k , Ce m p l a n k , Pr e v a i l La p Si d i n g wi l l be installed shall be designed by an / ~ I ' En g i n e e r o r Ar c h i t e c t pe r th e Fl o r i d a Bu i l d i n g Co d e an d th e re q u i r e m e n t s of this N.O.A. I \ I ' • [N o t e 1] 5/ 8 " th i c k / 5 pl y AP A ra t e d pl y w o o d sh e a t h i n g sh a l l be at t a c h e d to metal studs at 6"oc at panel ed g e s an d al l in t e r m e d i a t e su p p o r t s us i n g a No . 8 - 1 8 , 0. 3 1 5 " he a d di a m e t e r x 1-1/4" long bugle head screw Pl a n k s sh a l l be ap p l i e d ho r i z o n t a l l y co m m e n c i n g fr o m th e bo t t o m co u r s e of the wall with 1 -1/4" wide laps at th e to p of th e pl a n k su c h th a t th e ex p o s u r e ar e a o f ea c h pl a n k is :S 8- 1 / 4 " vertically . / /T \ Si d i n g fa s t e n e r , as 1 de s c r i b e d i n No t e 2 • I I l l · \ } Ha r d i e P l a n k , 1 ~ Ce m p l a n k , \ Pr e v a i l La p Si d i n g \ \ . ' ~ , ,, at e r - r e s i s t i v e • [N o t e 2] Th e si d i n g fa s t e n e r sh a l l be a mi n i m u m No . 8- 1 8 , 0. 3 1 5 " he a d diameter X 2-1 /4" long* bugle head sc r e w ov e r me t a l st u d s f ' o r sc r e w sh a l l ha v e at le a s t 3 fu l l th r e a d s pe n e t r a t i n g metal framing); The siding is fa s t e n e d :S 8- 1 /4 " O. C . ve r t i c a l l y an d 16 " O .C . ho r i z o n t a l l y ; fa s t e n e r s are driven into metal studs through 5/8" th i c k / 5 pl y AP A ra t e d pl y w o o d sh e a t h i n g , fa s t e n e r s ar e p l ac e d in th e overlapping area approx i mately 3/4" fr o m th e bo t t o m ed g e o f th e ov e r l a p p i n g pl a n k . Ve r t i c a l jo i nt s sh a l l be pl a c e d ov e r st u d s . Th e pl a n k s sh a l l be in s t a l l e d ov e r 5/ 8 " th i c k / 5 pl y AP A ra t e d pl y w o o d sheathing supported by a minimum 20 g a , No m i n a l 3- 5 / 8 " X 1- 5 / 8 " Me t a l C - st u d s sp a c e d a ma x i m u m o f 16" O.C. , ba r r i e r pe r Fl o r i d a ~-. . . . . . . , .. . . _ Bu i l d i n g Co d e • Fa s t e n e r s sh a l l ha v e a mi n i m u m e d g e di s t a n c e o f 3/ 8 " . -- -- Se c t i o n 14 0 4 . 2 5/ 8 " th i c k / 5 pl y AP A ra t e d pl y w o o d sh e a t h i n g fa s t e n e d to me t a l st u d s as de s c r i b e d in No t e 1 20 g a , 3- 5 / 8 " X 1- 5 / 8 " Me t a l C- s t u d Ph o n e : 90 9 - 3 5 6 - 6 3 0 0 SI Z E HA R D I E P L A N K , CE M P L A N K , PREVAIL LAP SIDING IN S T A L L A T I O N DE T A I L S ME T A L STUD CONSTRUCTION FS C M N O Ja m e s Ha r d i e Bu i l d i n g Products, Inc. 10 9 0 1 El m Avenue Fo n t a n a , CA 92337 DWGNO REV Th e wa l l an d so f f r t fr a m e s ar e to be de s i g n e d Fa x 90 9 4 2 7 _0 6 3 4 A PNL-PLK-SOFF 2 by th e Ar c h i t e c t or En g i ne e r o f Re c o r d i n 1 - - - - - - - - - - - - - - - i - - ~ - - - - - - . . - - - - - - - - r - - - -----~-----1 co m p l i a n c e wi t h th e Fl o r i d a Bu i l d i n g Co d e . Cr e a t o r : E. Go n z a l e s SC A L E 1/ 2 " = 1' - 0 " Da t e : 9/ 2 9 / 2 0 2 0 S H EET 7 OF 12 -j 6. 0 0 i n . I- - - 1 6 in . QC : - - Cladding • • -- - . . . . . , - - - = , - - - - - - - - - , - - - - - - - - . . - - - - - - - - , - - I 6. 0 0 i n . - - - - . Y Fmm;ng 6. 0 0 i n .OC Shea thi ng __ , _ __ _ . 0. 7 5 i n - r - - t - • _ _ _ _ _ _ _ _ • _ _ _ _ _ _ _ _ • _ _ __ _ , , _ , _ . . ... . . . . . . . . . . . . ·• - .c - - - - T s8 .25 i n . _L . FR A M I N G • NO M I N A L 20 GA U G E 3 - 5/ 8 " X 1- 5 / 8 " ST E E L ST U D S 16 " O. C . FA S T E N E D WI T H 5/ 8 " LO N G RI B B E D BU G L E HE A D SC R E W S (2 PE R TO P AN D BO T T O M CO N N E C T I O N ) • TH E WA L L AN O SO F F I T FR A M E S AR E TO BE DE S I G N E D BY TH E AR C H I T E C T OR EN G I N E E R OF RE C O R D I N CO M P L I A N C E WI T H TH E FL O R I D A BU I L D I N G CO D E SH E A T H I N G • NO M I N A L 5/ 8 " T H I C K / 5 PL Y AP A RA TE D PL Y W O O D SH E A T H I N G TO ME T A L ST U D S A T 6" OC AT PA N E L ED G E S AN D A l l IN T E R M E D I A T E SU P P O R T S US I N G A NO . 8 -18 , 0. 3 1 5 " HE A D DI A M E T E R X 1 -1 / 4" LO N G BU G L E HE A D SC R E W CL A D D I N G • PL A N K S OV E R L A P 1- 1 / 4 " • TH E EX P O S U R E IS s 8- 1 / 4 ' ' • TH E PL A N K S AR E FA S T E N E D WI T H NO . 8- 1 8 , 0. 3 1 5 " HE A D DI A M E T E R X 2- 1 / 4 " LO N G CO R R O S I O N - RE S I ST A N T RI B B E D BU G L E HE A D SC R E W S (S C R E W SH A L L HA V E A T LE A S T 3 FU L L TH R E A D S PE N E T R A T I NG TH E ME T A L FR A M I N G ) , PL A C E D 3/ 4 " UP FR O M TH E BO T T O M ED G E OF TH E PL A N K AT EA C H ST U D LO C A T I O N • -s ,r:,,:::::: • ..-, O F , 4/ -~ ;-_\ ' ,t::-,' ~ ..::::-'/ ~'5'', .. lOR\01'-,-' ,#-$° ~/~~oNA L ~~~~~l~/w 11 1 11u1 111\\\\·. ' ·, FO R ME T A L AN D WO O D ST U D S , PR O V IS IO N S FO R DI A P H R A G M AC T I O N AND GRAVITY LOAD ARE NO T PA R T OF TH I S AP P R O V A L (M U S T PR O V I D E AL T E R N A T E PR O V I S I O N S FOR THESE LOADS) Ph o n e : 90 9 - 35 6 - 6 3 0 0 Fa x 90 9 - 4 2 7 - 0 6 3 4 Cr e a t o r : E. Go n z a l e s SI Z E A SC A L E HA R D I E P L A N K , CE M P L A N K , PREVAIL LAP SIDING IN S T A L L A T I O N DE T A I L S ME T A L STUD CONSTRUCTION FS C M NO 1" = 1 '- 0 " Ja m e s Ha r d i e Bu i l d i n g Products, Inc. 10 9 0 1 E l m Avenue Fo n t a n a , CA 92337 OWGNO PNL-PLK-SOFF Da t e : 9 /2 9 /2 020 SHEE T 8 OF 12 REV 2 - - - - - - - - - - WA L L L E N G T H H - - - - - - - - -- • I St u d S pa ci ng at 16 " O. C . B + · 7 1 .. I .1 SE E DE T A I L A PR O D U C T DESCRIPTION Ha r d i e S o f f i t ® & Cemsoffit® materials are no n a s b e s t o s fiber-cement products tested in ac c o r d a n c e with ASTM C1186 Grade 11, Type A an d me e t i n g the requirements of the F l orida Bu i l d i n g Code. DE T A I L A - - - - - - r - - Ha r d i e S o f f r t , Ce m s o f f i t I I I I - -Mi n i m u m 2" X 4" S -P- F Wo o d St u d s Th e wa l l an d so f f i t fr a m e s ar e to be de s i g n e d by th e Ar c h i t e c t or En g i n e e r of Re c o r d in co m p l i a n c e wi t h th e Fl o r i d a Bu i l d i n g Co d e . 2" X 4" S- P - F Wo o d St u d s Ha r d i e S o f f r t . Ce m s o f f r t SE C TI O N B- B SO F F I T DIMENSIONS Wi d t h Length Thickness 4' 8' 1/4" HA R D I E S O F F I T . CE M S O F F I T PA N E L IN S T A L L A T I O N DE T A I L S • Al l in s t a l l a t i o n sh a l l be do n e in co n f o r m a n c e wi t h th i s No t i c e o f Acceptance, the manufacturer's in s t a l l a t i o n re c o m m e n d a t i o n s , an d th e ap p l i c a b l e se c t i o n s o f th e Florida Building Code. • Wo o d st u d s wh e r e Ha r d i e S o f f i t , Ce m s o f f i t wi l l be in s t a l l e d sh a l l be designed by an Engineer or Ar c h i t e c t pe r th e Fl o r i d a Bu i l d i n g Co d e an d th e re q u i r e m e n t s of this N .O.A. • Th e so f f i t sh a l l be in s t a l l e d ov e r mi n i m u m 2" X 4 " S- P -F wo o d studs spaced a maximum of 16" O.C . • [N o t e 1] Th e so f f i t fa s t e n e r sh a l l be a 2· lo n g , 0. 2 2 3 " he a d di a m e t e r , 0.092" shank .diameter, co r r o s i o n re s i s t a n t si d i n g na i l ; th e fa s t e n e r s sh a l l be sp a c e d at 4" O.C. at panel edges and in t e r m e d i a t e st u d s ; th e fa s t e n e r s sh a l l be dr i v e n in t o wo o d st u d s located at 16" O.C. • Fa s t e n e r s sh a l l ha v e a mi n i m u m ed g e di s t a n c e o f 3/ 8 " an d a minimum clearance of 2 " from corners. Ph o n e : 90 9 - 3 5 6 - 6 3 0 0 Fa x 90 9 - 4 2 7 - 0 6 3 4 Cr e a t o r : E. Go n z a l e s SI Z E A SC A L E HA R D I E S O F F I T , CEMSOFFIT PANEL IN S T A L L A T I O N DE T A I L S WO O D STUD CONSTRUCTION FS C M NO Ja m e s Ha r d i e Bu i l d i n g Products, Inc. 10 9 0 1 El m Avenue Fo n t a n a , CA 92337 DWGND PNL-PLK-SOFF 1/ 2 " = 1 '- 0 " Da t e : 9/ 2 9 / 2 0 2 0 SHEET 9 OF 12 REV 2 4 .0 0 i n . r • • . . • . . • . 4 .om f : . . . . . . • . . . . . . FR A M I N G NO M I N A L 2" X 4" S- P - F WO O D ST U D S 16 " O. C . FA S T E N E D WI T H 3- 1 / 2 " 16 d CO M M O N NA I L S (2 PE R TO P AN D BO T T O M CO N N E C T I O N ) TH E WA L L AN D SO F F I T FR A M E S AR E TO BE DE S I G N E D BY TH E A R C H I T E C T OR EN G I N E E R OF RE C O R D I N CO M P L I A N C E WI T H TH E FL O R I D A BU I L D I N G CO D E CL A D D I N G TH E SO F F I T I S FA S T E N E D WI T H 2" LO N G , 0. 2 2 3 " HE A D DI A M E T E R , 0 .09 2 " SH A N K DI A M E T E R , CO R R O S I O N RE S I S T A N T SI D I N G NA I L S , PL A C E NA I L S 4 " O .C . A T PA N E L ED G E S AN D I NT E R M E D I A T E ST U D S 16 . 0 0 i n . Cladding .. . . . . . . . . . .. . . Framing . ' - . .. • \\\\\\111////;; . '\\ •~~)RE;v ,:1 1 // ~ t A ·: • • • • • • • 4 /,., .\· ,-\e,E.N f;l •·/f ~ ~ •''\., ., / . .::::, ,'e.w· 'Z.-/Z& z..1 \ ~ ~, ' 81 662 ' ::::. : o . ', * - . i i '~c.:J2-: = I ~ , . _ :er -- . . _ \ S T ATE O F / (8 $ , r <• ·--~lO R\0~/ ~ $° . • ~,$' ·------~(j .:::-1 11 °S/ONA\.. ~ ,-.'::-' ~ 1 1 11,,1 111,,,,,1 I . • q z.9 w • . . . FO R ME T A L AN D WO O D ST U D S , PR O V I S I O N S FO R D I AP H R A G M AC T I O N AND GRAVITY LOAD ARE NO T PA R T O F TH I S AP P R O V A L (M U S T PR O V I D E AL T E R N A T E PR O V I S I O N S FOR THESE LOADS) Ph o n e : 90 9 - 3 5 6 - 6 3 0 0 Fa x 90 9 - 4 2 7 - 0 6 3 4 Cr e a t o r : E . 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FA S T E N E D WI T H 5 /8 " WA F E R HE A D SC R E W S (2 PE R TO P AN D BO T T O M CO N N E C T I O N ) • TH E WA L L AN D SO F F I T FR A M E S AR E TO BE DE S I G N E D BY TH E AR C H I T E C T OR EN G I N E E R OF RE C O R D IN CO M P L I A N C E WI T H TH E FL O R I D A BU I L D I N G CO D E CL A D D I N G TH E SO F F I T IS FA S T E N E D WI T H NO . 8 - 18 , 0. 3 1 5 " HE A D DI A M E T E R X 1- 1 / 4 " LO N G CO R R O S I O N RE S I S T A N T RI B B E D BU G L E HE A D SC R E W S (S C R E W SH A L L HA V E AT LE A S T 3 F UL L TH R E A D S PE NE T R A T I N G TH E ME T A L FR A M I NG ) , PL A C E SC R E W S 6" O. C . A T PA N E L ED G E S AN D IN T E R M E D I AT E ST U D S FO R ME T A L AN D WO O D ST U D S , PR O V I S I O N S F OR DI A P H R A G M AC T I O N AND GRAVITY LOAD ARE NO T PA R T OF TH I S AP P R O V A L (MU S T PR O V I D E AL T E R N A T E PR O V I SIONS FOR THESE LO ADS) Ph o n e : 9 0 9 -3 56 - 6 3 0 0 F ax 90 9 -42 7 - 0 6 3 4 Cr e a t o r : E. Go n z a l e s SI Z E A SC A L E HA R D I E S O F F I T , CEMSOFFIT PANEL IN S T A L L A T I O N DE T A I L S ME T A L STUD CONSTRUCTION F SC M NO 1" = 1' - 0 " Ja m e s Ha r d i e Bu i l d i n g Products, Inc. 10 9 0 1 El m Avenue Fo n t a n a , CA 92337 DWGNO PNL-PLK-SOFF Da t e : 9 /2 9 / 2 020 SH EET 12OF12 REV 9 Page 1 of 10 Date of Issue: 05/21/21 SAFETY DATA SHEET Section 1. Identification Product Identifier: Exterior Fiber-Cement (Medium Density) – Includes all HZ5 and HZ10 products with the following product names: HardiePlank® lap siding, HardiePanel® vertical siding, HardieSoffit® panel, HardieSoffit®, Beaded Porch Panel, HardieShingle® siding, HardieShingle® notched panels, HardieShingle® individual shingles, Hardie® Reveal TM Panel, 7/16” HardieTrim® boards , Prevail® lap siding, Prevail® panel, Cemplank lap siding, Product X Cladding, Hardie® Textured Panel Manufacturer Name, Address and Phone Number: James Hardie Building Products 231 S. LaSalle Street, Suite 2000 Chicago, IL 60604 1-800-942-7343 (1-800-9HARDIE) Emergency Phone Number: 1-800-942-7343 (1-800-9HARDIE) Recommended Use: Exterior Fiber-Cement (Medium Density) is used as an external wall cladding Restrictions on Use: None known Section 2. Hazards Identification GHS Classification: Carcinogenity, Category 1A Target Organ Systemic Toxicity Repeated Exposure, Category 1 GHS Label Element(s): Symbol Signal Word DANGER Hazard Statement(s) May cause cancer if dust from product is inhaled Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product Precautionary Statement(s) Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. Do not breathe dust from product. Wash hands and face thoroughly after handling. Use personal protective equipment as required. If exposed or concerned: Get medical advice. If shortness of breath or other health concerns develop after exposure to dust from the product, seek medical attention. Dispose of product in accordance with local, state and national regulations. If there are no applicable regulations, dispose of in a secure landfill, or in a way that will not expose others to dust. @) JamesHardie·· i V Page 2 of 10 Date of Issue: 05/21/21 Section 3. Composition / Information on Ingredients CAS# Chemical Ingredient % 14808-60-7 Crystalline Silica (Quartz) 15-45% 1333-86-4 Carbon Black <1% Section 4. First Aid Measures Inhalation Acute effects – Dust may cause irritation of the nose, throat and airways, resulting in coughing and sneezing. Certain susceptible individuals may experience wheezing (spasms of the bronchial airways) upon inhaling dust during cutting, rebating, drilling, routing, sawing, crushing or otherwise abrading fiber cement, and when cleaning up, disposing of or moving the dust. Chronic effects – Repeated or prolonged over exposures to crystalline silica can cause silicosis (scarring of the lung) and increases the risk of bronchitis, tuberculosis, lung cancer, renal disease, and scleroderma (a disease affecting the connective tissue of the skin, joints, blood vessels, and internal organs.) Some studies suggest that cigarette smoking increases the risk of silicosis, bronchitis and lung cancer in persons also exposed to crystalline silica. Acute silicosis – A sub-chronic disease associated with acute, massive silica exposure, is a rapidly progressive, incurable lung disease that is typically fatal. Symptoms include, but are not limited to, shortness of breath, cough, fever, weight loss and chest pain. Such exposure may cause pneumoconiosis and pulmonary fibrosis. Required treatment – If inhalation of dust occurs, remove to fresh air. If shortness of breath or wheezing develops, seek medical attention. Skin Dust may cause irritation of the skin from friction but cannot be absorbed through intact skin. If skin contact occurs, wash with mild soap and water. Contact physician if irritation persists or later develops. Eyes Dust may irritate the eyes from mechanical abrasion causing watering or redness. If eye contact occurs, remove contact lenses (if applicable). Flush with running water or saline for at least 15 minutes. Seek medical attention if redness persists or if visual changes occur. Ingestion Ingestion is unlikely under normal conditions of use, but swallowing the dust from the product may result in irritation or @) JamesHardie·· Page 3 of 10 Date of Issue: 05/21/21 damage to the mouth and gastrointestinal tract due to alkalinity of dust. If ingestion occurs, dilute by drinking large amounts of water. Do not induce vomiting. Seek medical attention. If unconscious, loosen tight clothing and lay the person on his/her left side. Give nothing by mouth to an individual who is not alert and conscious. Section 5. Fire-Fighting Measures Hardie® fiber-cement products are neither flammable nor explosive Suitable extinguishing techniques: Appropriate extinguishing techniques for surrounding fire should be used. Fire-fighting equipment: Fire fighting personnel should wear normal protective equipment and positive self-contained breathing apparatus. Special hazards arising from the substance or mixture: Hardie ® fiber-cement products are neither flammable nor explosive. Hazardous reactions will not occur under normal conditions. Fight fire with normal precautions from a reasonable distance. Section 6. Accidental Release Measures Emergency procedures: No special precautions are necessary in the event of an accidental release. The following precautions apply to spills or releases of dust generated during cutting, rebating, drilling, routing, sawing, crushing or otherwise abrading fiber cement. Protective equipment: Good housekeeping practices are necessary for cleaning up areas where spills or leaks have occurred. Take measures to either eliminate or minimize the creation of dust. Respirable dust and silica levels should be monitored regularly. Wherever possible, practices likely to generate dust should be controlled with engineering such as local exhaust ventilation, dust suppression through containment (e.g. wetting loose dust), enclosure, or covers. Use respiratory protection as described in Section 8. Proper methods of containment and clean-up: NEVER dry sweep as it may generate airborne respirable silica. Instead, wet debris down with a fine mist or sweeping compound to suppress dust during sweeping, or use a vacuum to collect particles. Dispose of product in accordance with local, state and national regulations. If there are no applicable regulations, dispose of in a secure landfill, or in a way that will not expose others to dust. Section 7. Handling and Storage @) JamesHardie·· Page 4 of 10 Date of Issue: 05/21/21 Precautions of safe handling and storage: Fiber-cement boards in their intact state do not present a health hazard. The controls below apply to dust generated from the boards by cutting, drilling, routing, sawing, crushing or otherwise abrading fiber cement, and when cleaning up, disposing of or moving the dust. James Hardie® recommended best practices for handling fiber- cement: Keep exposure to dust as low as reasonably possible. Respirable crystalline silica limits are specified by OSHA and MSHA and identified in Section 8 of this SDS. Exposure to respirable (fine) silica dust depends on a variety of factors, including activity rate (e.g. cutting rate), method of handling (e.g. electric shears), environmental conditions (e.g. weather conditions, workstation orientation) and control measures used. Practices likely to generate dust should be performed outside if possible, or in a well ventilated area. The work practices and engineering controls set out in Section 8 should be followed to reduce silica exposures. Keep away from reactive products. Do not store near food, beverages or smoking materials. Avoid spilling and creating dust. Maintain appropriate dust controls during handling. Use appropriate respiratory protection during handling as described in Section 8. Incompatibilities: Hydrofluoric acid will dissolve silica and can generate silicon tetrafluoride, a corrosive gas. Contact with strong oxidizing agents such as fluorine, boron trifluoride, chlorine trifluoride, manganese trifluoride or oxygen difluoride may cause fires and /or explosions. Furthermore, limestone is incompatible with acids and ammonium salts. @) JamesHardie·· Page 5 of 10 Date of Issue: 05/21/21 Section 8. Exposure Controls / Personal Protection OSHA Permissible Exposure Limits (PEL): Exposures shall not exceed an 8-hour time weighted average (TWA) concentration limit as provided in 29 CFR 1910.1000 Table Z-1. The American Conference of Governmental Industrial Hygienists (ACGIH) Threshold Limit Values (TLV) are non- regulatory recommended occupational exposure limits based on an 8-hour TWA exposures. ACGIH TLV OSHA PEL Crystalline Silica (Respirable Quartz) 0.025 mg/m3 0.05 mg/m3 Nuisance Dust (Not Otherwise Specified) (Total Dust) (Respirable) 10 mg/m3(inhalable) 3 mg/m3 15 mg/m3 5 mg/m3 Carbon Black 3.5 mg/m3 3.5 mg/m3 Other limits recommended: The National Institute for Occupational Safety and Health (NIOSH) also has a Recommended Exposure Limit (REL) of 0.05 mg/m3 for respirable crystalline silica, based on a 10-hour time-weighted average. Engineering Controls The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting, machining, drilling, routing, sawing, crushing, or otherwise abrading fiber cement, and when cleaning up, disposing of or moving the dust. When doing any of these activities in a manner that generates dust you must (1) comply with the OSHA standard for silica dust and/or other applicable law, (2) follow James Hardie cutting instructions to reduce or limit the release of dust; (3) warn others in the immediate work area to avoid breathing the dust; (4) when using mechanical saw or high speed cutting tools, work outdoors and use dust collection equipment; and (5) if no other dust controls are available, wear a dust mask or respirator that meets NIOSH requirements (e.g. N-95 dust mask). During clean-up, use a well maintained vacuum and filter appropriate for capturing fine (respirable) dust or use wet clean-up methods - never dry sweep Cutting Outdoors 1.Position cutting station so that wind will blow dust away from user or others in working area and allow for ample dust dissipation 2.Use one of the following methods based on job site conditions and local regulation: BEST Score and snap using carbide-tipped scoring knife or utility knife Fiber-cement shears (electric or pneumatic) BETTER Circular saw equipped with Hardieblade® saw blade and dust collection system GOOD Circular saw with Hardieblade® saw blade and supplemental ventilation @) JamesHardie·· Page 6 of 10 Date of Issue: 05/21/21 Cutting Indoors Cut only using score and snap method or with fiber-cement shears (manual, electric or pneumatic) Position cutting station in well-ventilated area to allow for dust dissipation Sanding / Grinding / Drilling / Other Machining If sanding, grinding, drilling or other machining is necessary, you should always wear a NIOSH-approved dust mask or respirator (e.g. N-95) and warn others in the immediate area. Clean-Up During clean-up of dust and debris, wet debris down with a fine water mist, apply a dust reducing sweeping compound in sufficient quantities, or use a vacuum to collect dust and debris. NEVER used compressed air or dry sweep without first applying a dust reducing control measure. Personal Protective Equipment Respiratory – If respirators are selected, use and maintain in accordance with ANSI Standard (Z88.2) for particulate respirators. Select respirators based on the level of exposure to crystalline silica as measured through exposure monitoring. Use respirators that offer protection to the highest concentrations of crystalline silica if the actual concentrations are unknown. Put in place a respiratory protection and monitoring program that complies with MSHA or OSHA (e.g. 29CFR1910.134) standards, which include provisions for a user training program, respirator repair and cleaning, respirator fit-testing and other requirements. Comply with all other applicable federal and state laws. Eye – When cutting material, dust resistant safety goggles / glasses should be worn and used in compliance with ANSI Standard Z87.1 and applicable OSHA (e.g. 29CFR1910.133) standards. Skin – Loose comfortable clothing should be worn. Direct skin contact with dust and debris should be avoided by wearing long sleeved shirts and long trousers, a cap or hat, and gloves. Work clothes should be washed regularly. Section 9. Physical and Chemical Properties Appearance and odor: Solid gray boards with varying dimensions according to product. Some product may have a surface coat of water-based acrylic paint or acrylic sealer Vapor Pressure: Not relevant Flash Point: Not relevant Specific Gravity: Not relevant Autoignition Temperature: Not relevant Flammability Limits: Not relevant Volatility: Not relevant Boiling Point: Not relevant Solubility in water: Not relevant Melting Point: Not relevant Evaporation rate: Not applicable Section 10. Stability and Reactivity Stability: Crystalline silica and fiber cement are stable under ordinary conditions Conditions to Avoid: Excessive dust generation when cutting Materials to Avoid: Hydrofluoric acid will dissolve silica and can generate silicon tetrafluoride, a corrosive gas. Contact with strong oxidizing agents such @) JamesHardie·· Page 7 of 10 Date of Issue: 05/21/21 as fluorine, boron trifluoride, chlorine trifluoride, manganese trifluoride or oxygen difluoride may cause fires and /or explosions. Furthermore, limestone is incompatible with acids and ammonium salts. Section 11. Toxicological Information Routes of exposure: Fiber-cement is not toxic in its intact form. The following applies to dust that may be generated during cutting, grinding , drilling, routing, sawing, crushing or otherwise abrading fiber cement. Related symptoms: Repeated and prolonged overexposures to dust containing crystalline silica can cause silicosis (scarring of the lung) and increases the risk of bronchitis, tuberculosis, lung cancer, renal disease and scleroderma (a disease affecting the connective tissue of the skin, joints, blood vessels and internal organs). Some studies suggest that cigarette smoking increases the risk of silicosis, bronchitis, and lung cancer in persons also exposed to crystalline silica. Acute silicosis is a rapidly progressive, incurable lung disease that is typically fatal. Symptoms include, but are not limited to: shortness of breath, cough, fever, weight-loss and chest pain. Such exposure may cause pneumoconiosis and pulmonary fibrosis. The following relates to health effects of cellulose: Based on limited animal research, it is possible that repeated chronic inhalation exposure to cellulose fiber dust over time may lead to inflammation and scarring of the lung in humans. Precautions taken for crystalline silica dust will protect against cellulose. Medical conditions generally aggravated by exposure – Pulmonary function may be reduced by inhalation of respirable crystalline silica and/or cellulose. If lung scarring occurs, such scarring could aggravate other lung conditions such as asthma, emphysema, pneumonia or restrictive lung diseases. Lung scarring from crystalline silica may also increase risks to pulmonary tuberculosis. Smoking – some studies suggest that cigarette smoking increases the risk of occupational respiratory diseases, including silica-related respiratory diseases. Acute and chronic effects: Acute toxicity – not classified Skin corrosion / irritation – not classified Serious eye damage / irritation – not classified Respiratory or skin sensitization – not classified Germ cell mutagenicity – not classified Carcinogenicity – may cause cancer if dust from product is inhaled @) JamesHardie·· Page 8 of 10 Date of Issue: 05/21/21 Specific target organ toxicity (repeated exposure) – causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product Carcinogenicity: California Proposition 65 Warning: WARNING: This product can expose you to chemicals including respirable crystalline silica, which is known to the State of California to cause cancer. International Agency for Research on Cancer (IARC): Crystalline silica inhaled in the forms of quartz or cristobalite from occupational sources is carcinogenic to humans Carbon black is possibly carcinogenic to humans The National Toxicology Program (NTP): NTP has concluded that respirable crystalline silica is a known human carcinogen LD50 (Silicon dioxide): Rat oral >22,500 mg / kg Mouse oral > 10,500 mg/kg Section 12. Ecological Information There is a very limited amount of ecological data available on the effects of releases that may occur from this product being released into the environment. Clean up of the spilled product would not be expected to leave any hazardous material that could cause a significant adverse impact. There is a limited amount of ecological data available on crystalline silica, primarily because it is a naturally occurring mineral. An adequate representation of these data is beyond the scope of this document. Section 13. Disposal Considerations Dispose of material as inert, non-metallic mineral in conformance with local, state and federal regulations. Fiber cement and crystalline silica are not RCRA hazardous wastes. Section 14. Transport Information There are no special requirements for storage and transport UN No: None allocated Dangerous goods class: None allocated Hazchem code: None allocated Poisons schedule: None allocated Packing group: Not applicable Label: Not a DOT hazardous material. Local regulations may apply Section 15. Regulatory Information DOT hazard classification: None @) JamesHardie·· Page 9 of 10 Date of Issue: 05/21/21 Placard requirement: Not a DOT hazardous material. Local placarding regulations may apply California Proposition 65: WARNING: This product can expose you to chemicals including respirable crystalline silica, which is known to the State of California to cause cancer. For more information CERCLA hazardous substance (40CFR Part 302): Listed substance: No Unlisted substance: No Reportable quantity (RQ): None Characteristic(s): Not applicable RCRA waste number: Not applicable SARA. Title III. Sections 302 / 303 (40CFR part 355 – Emergency Planning and Notification): Extremely hazardous substance: No SARA. Title III. Section 311 / 312 (40CFR part 370 – Hazardous Chemical Reporting: Community Right-To-Know): Acute: Yes Chronic: Yes Fire: No Pressure: No Reactivity: No SARA. Title III. Section 313 (40CFR part 372 – Toxic Chemical Release Reporting: Community Right-To-Know Not a RCRA hazardous waste TSCA Inventory List: Yes TSCA 8(d): No Section 16. Other Information Prepared by Lou Hoffman Issue Date: 03/01/21 This form has been prepared to meet the current Federal OSHA Hazard Communication Standard and is offered without any warranty or guarantee of any type. James Hardie Building Products cannot control the use of its products, and therefore specifically disclaims liability and responsibility arising from the use, misuse and alteration of its products. The information contained within this SDS was produced without independent scientific or medical studies analyzing the effects of silica upon human health. The information contained herein is based upon scientific and other data James Hardie Building Products believes is valid and reliable and provides the basis for this SDS. The information contained herein relates only to specific materials listed in the document. It does not address the effects of silica when used in combination with other materials or substances, or when used in other processes. Because conditions of use are beyond James Hardie Building Products control, the company makes no representation, guarantee or warranty of any kind in this SDS, either express or implied, including the implied warranties of merchantability or fitness of the @) JamesHardie·· Page 10 of 10 Date of Issue: 05/21/21 product for use for a particular purpose, and assumes no liability related to the information contained above. James Hardie Building Products requires, as a condition of use of its products, that purchasers comply with all applicable federal, state, and local health and safety laws, regulations, orders, requirements, and strictly adhere to all instructions and warnings which accompany the product. @) JamesHardie··