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Home My WebLink AboutPRODUCT APPROVALRECEIVED F Florida Product Appro al JAN 0 9 2010 Sr. Lucie county, Permitting HardiePlank® Lap Siding • For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO-2687-17, or RIO-2688-17. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. SCAWHF=O W St LUOP"Al It HardiePlank " A Lap Siding RE 1JamesHardie EFFECTNE MAY 2016 MO INSTALLATION REQUIREMENTS - PRIMED&COLORPLUS® PRODUCTS Vistwww.hardieinsiallatiorncom for the mad recatveston. SELECT CEDARMILL• • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL ROUGHSAWN CUSTOM BEADED CEDARMILL` • CUSTOM BEADED SMOOTH • STRAIGHT EDGE SHINGLE PLANK IMPORTANT' FAILURETOINFAILLAND FINISH THIS PRODUCT IN ACCORDANCEWITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITIIEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE VIOLATE LOCAL BUILDING CODES,AND VOID THE PRODUCT ONLYWARRANTY. BEFORE INSTAIIATION, CONFIRM THATYOUARE USING THE CORRECT HARDIEZONE'" PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDEAN HZ109 LOCATION WILLVOID YOUR WARRANTY. TO DErBMINE WHICH HARDIEZONEm APPLIESTO YOUR LOCATION.VISIT WWW.HARDIFZONECOM OR CALL 1.80-M-7343 (065 9HARDIEI STORAGE & HANDLING: Store Bat and keep dry and covered prior © CUTTING INSTRUCTIONS OUIDIXY6 WDDons to installation. Installing siding wet or 1. Passion a9hgsatimsohalwwirdvagtlawdstaw4fromaa 1. Cut only ring score and map. wshears (manal, electric a pmwnatc). saturated may resat in shrinkage at butt and rites hwodvigarm 2Position siting station In well iftlated area joints. Carty plants on edge. Pmtect 2l)semeofdalrenmgnededc aBe¢ edges and corners from breakage. James g9iears (ma�ial, eleaikapnaaretic) - NEVER use a power saw, lndoms Hardie is not responsible for damage b.Beter: iUSGed®gdalarsaweµ wRla - NEVER use adatormwblade datdla no[ carry fHadeRadesaw; Oladetr caused by improper storage and handling HardeBhde'sew blade and tHRAvmanm aaactlm -NEVER dry swap— Use wet suppression a tUAVacuun of Um product. _ cGoody tDu9r gdn�savwvhalladu�tla�vhFa� NOSHaprowd repalas can beused itrmpacBmwith straws ailing Wa.tirestofellareducedstispo Addyeal apm'lm bdanatim Is a✓4dabb a twa�apme9mdemnt totripYin tldem"vede wristapPm�to ailug rrcgedforSsalob Mquiro naas.Ifme®n� aftabedispostm Wet or you do no<rmrpywithEe aboepraLlhxs,Situ shaad aNraisroadaµaped"edu54ial hygienist erraintaiJamesHands for(mile Information. GENERAL REQUIREMENTS: • HardiePlank' lap siding can be installed over braced wood or steel studs 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. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com • A water -resistive barrier is required in accordance with local building code requirements. The water -resistive bander must be appropriately installed with penetration and junction flashing In accordance w th local building cede requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap' Weather Barrier, a non -woven non -perforated housewrapt, which complies with building code requirements. • When Installing James Hake products all clearance details in figs. 3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typirally a minimum of 6 in. in the first 10 ft.. Figure 1 Double wan sinyre watt • Do not use HardiePlank lap siding in fascia or trim applications. Construction ConsWe6on • Do not instal James Handle products, such that they may remain in contadtwifh standing watts water-resswe hams �t to tram g • HardiePlank lap siding may be installed on flat vertical wall applications only. Plywood or 24 in. oc M • For larger projects, Including commercial and multi -family projects, where the span of the oSB drea ing wall is significant in length, life designer and/or architect should take into consideration the coefficlent of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 'Expansion Characteristics of James Hardie Siring Products' at www.JamesHardie.com. • DO NOT use stain, oiUalkyd base paint, or powder coating on James Hardie® Products. a INSTALLATION: JoINTTRFATmENT One or more of the folloydn rot treatment options 9 re P Figure 2 Nad West nail tine is not are required by code (as n:terenced 20091RC stud --- - � � present place R703.10.2) ._ -,� v,4 `"" fastener A. Jam omme Flashing (James Hardie recnded)=-� �-- between 314 in.81' from B. Caulking' (Caulking is not recommended r for CokorPlus top Of pla rdp for aesthetic reasons as then Caulking andColorPluswill weather pdc differently. For the same reason, do not caulk nail heads on %.��_ ColorPlusproducts.) 45 HadalaWsidng C. °H' jointer cover how Planks In mwdaae oomX'd at butt joints Note: Feld painting ever cauNng may produce a sheen difference when compared to the field ' For additional information on HardieWrapo Weather Barder, consult James Hardie at 1-866-4 W. Install a 11/4 br slang strip to araae a m�scem plaik angle Mave appropriate gap belwzei planks and Mthen cauX— 'Refer to Caulking section in these Instructions. HS11119f1/4 05/I6 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing IGckout Flashing Slabs, Path, Ships to Siding IR Flashing ` `- 0.'!�xUL v - yt•'b.". IrL Min. V44 tn. ` Do not caulk Figure 7 Figure 8 Figure 9 Figure10 Figurell Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry �'77171 Ina i $ C "..i�•d1A- C ..�'�3 �L��% y/erg! r„ Figure12 Figure13 Figure14 Drip Edge Block Penetration Valley/Shingle Extension FASTENER REQUIREMENTS * Blind Nailing Is the preferred method of installation for Hard ePlanko lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used In conjunction with Blind nailing (Piease see JN Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be done for aesthetic purposes Only. Pin -hacks shall be done with finish nails only, and are not a substitute for btiml or face nailing. BLIND NAILING Nails -Wood Framing • Siang nail (0.09 in. shank x 0.221 in. HD x 2 in. long) • 11 ga. roofing nag (0.121 in. shank x 0.371 in. HD x 1.25 in. long) Screws - Steel Framing • Ribbed Wafer -head or equivalent (No. 8 x 1 114 in. long x 0.375 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F Panetiast• nags or equivalent (0.10 in. shank x 0.313 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7116 in. • 11 ga. roofing nail (0.121 In. shank x 0.371 In. HD x 1.75 in. long) • Ribbed Wafer -head or equivalent (No. 8 x 1518 in. long x 0.375 in. HD). s za• FACE NAILING Nails -Wood Framing • 6d (0.113 in. shank x 0.267 in. HD x 2 in. long) • Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long) Screws - Steel Framing • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8 in. long x 0.323 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • Er & F pin or equivalent (0.10 in. shank x 025 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. Into metal framing. OSB minimum 7/16 in. • Siding nail (0.09 In. shank x 0.221 In. HD x 1-12 in. long)' Figure 15 Figure 16 }T 1-, u Minimum overlap for Both Face - "•'r"'° and Blind Nailing I e Na min. 1 114 in. overlap TJWater Rewire f Oveaap 0.c.m 114 in. mia eveaap race nag v 1"_resbtim barrier Laminate sheet to be removed immediately after installation of each course for ColorPlus° products. When face nailing to OSB, planks most be no greater than 91/4In. wide and fasteners must be 12 in. o.c. or less. Also see General Fastening RequiremoN and when considering alternative fastening options refer to James Hattie Technical Bulletin ISrB 17 - Fasl HS111194W4 05116 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Dectro-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 Hart6e® products near the ocean, large bodies of water, or in very humid climates. Manufacturers of AGO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of AGO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTdm Tate to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 20091BC 2304.9.5. • Consult applicable product evaluation or lisfing for correct fasteners We and placement to achieve specked 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). (fig. A) • Do not over -drive nail heads or drive nails at an angle. • If nail is countersunk fill nag hole and add a nail. (fig. B) • For wood framing, under driven nails should be hill: flush to the plank with a hammer (For steel framing, remove and replace nail). • NOTE: whenever structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tames allowing direct to OSB or plywood should only be used when traditional framing is not available. • Do not use aluminum fasteners, staples, or clipped head nags. 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 nag is driven. If setting the nail depth proves difficult, choose a setting that under drives the nag. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). ® ® fill & add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple 72lli�ITt. 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 weL For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up Colorlolus products. CAULKING For best results use an FJastomeric Joint Sealant complying with ASTM C920 Grade NS, Gass 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must he applied in accordance with the caulkinglsealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James HardieS GolorPlusS 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 new HardiePlank• lap 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 matched caulks are available from your ColorPlus• product dealer. • Treat all other non -factory cut edges using the ColorPlusTechnology 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. 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, deL or mildew • Hepriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, cilralkyd 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 nag heads when using ColorPlus products, refer to the ColorPlus touch-up section H511119-P314 05r16 0 >U Im COVERAGE CHART/ESTIMATING GUIDE ' Number of 12 ft. planks, does not include waste COVERAGE AREA LESS OPENINGS HAROIEPLANr LAP SWING WIDTH SO 5114 6114 7114 712 8 8114 9114 912 12 ' (1SQ=1oosq.fL) (exposure) 4 5 6 6114 63f4 7 8 8114 10314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 160 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 207 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 SOD 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product RECOGKM(tIna®rdama:ah -1."RcTi—Mf1 ' ®2016Jamasrfmdie6a0dmgPto6jds Mthfsresaved. Additional lnstagationlnformation, TM, SM, and ® denote ead molt w rtosbffW trademarks d James HMWTedem6gyLbrde&OisaregsbNWtmdemmk Warranties, and Warnings are available at ❑ JamesHai�iie afJames1Lm&reduxbVLimimd. www.jameshardie.com Pandfas is a m istmed bdemah ofETSFFaeaw g Systems, Inc HS11119P4f4 05116 A v Florida Product Approval HardiePanel° Siding SCANNED ,8Y St Lucie County • For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RI0-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. NOV - 8 2019 Permitting Department St. Lucie County, FL Hardie Pane ro. Vertical Siding In JamesHardie IM INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY- PRIMED & COLORPLUS® PRODUCTS EFFECTIVE SEPTEMBER 2013 Visitwww jameshardie.com for the most recent version. SMOOTH is CEDARMILLO is SELECT SIERRA 8 • STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OTM PRODUCTS OUTSIDE AN HZ70" LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (8669HARDIE) 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. CUTDOORS 1, Position cutting station an that wind will blow dust away from user and others in working area. 2. Use one of the following methods: a Best: I. Score and snap IL Better. i. Dust c. Good: I. Dust reducing circular saw with a HardieBlade saw (only use for law to mpderate burning) INDOORS 1. Cut only using score and snap, or shears (manual, electric or pneumatic). 2. Position cutting station in well -ventilated area - NEVER use a power saw indoors - NEVER use a circular saw blade that does not carry the HarcaBlade saw blade trademark NEVER dry sweep — Use wet suppression or HERA Vacuum Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using "Best' -level cutting methods where feasible. 90463105 GENERAL REQUIREMENTS: I • These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to wvvw.JamesHardlecommercial.com • HardiePanel® vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreerdfurring) as a best practice. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.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 housewrapl, which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 5,6,7,8,9,1 OW 1 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on vertical wall applications only. • DO NOT use HardiePanel vertical sidingg in Fascia or Trim applications. • Some application are not suitable for ColorPlus. Refer to ColorPlus section page 3. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • For larger pprojects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into conslderatlon the coefficient of thermal exppansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin #8 "Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements is Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Position fasteners 3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or 2" away from corners. Do not nail into corners. caulked (Not applicable to ColorPlusa Finish) (fig. 2). HardiePanel Vertical Siding Installation • Horizontal Joints - Provide Z-Flashing at all horizontal joints (fig. 3). • Framing must be provided at horizontal and vertical edges for nailing. Figure 2 Figure 3 • HardiePanel vertical siding must be joined on stud. water -resistive barren water -resistive barrier • Double stud may be required to maintain minimum edge z 4 s utl nailing distances. 2 x a stud Figure I stud water -resistive , bonier sheathing HardiePanel c o vertical siding keep mans 3 8 min. from panel edges moderate contact keep fasteners 2" away from corners M FM Batten Joint 'i Joint water -resistive barrier 2 x 4 stud O O water -resistive banter -, nipper famel Do not 1/4" gap Caulk �Z-flashing } panel panel1/4"gapshing}oratived Vistiverer boardrel Figure 4 leave appropriate gap between panele, then caulk' Recommendation: When Install ing Sienaailing ide Caulk Joint a double aNd at panel (Not applicable to ColorPlus• Finish) joints to avid nailing NU 'Appy caulk in accordance with caulk through grooves. manufacturer's written application instructions. ' For additional information on HardieWrapT"° Weather Barrier, consult James Hardie at 1-866-411ardie or www.hardiewTap.com WARNING: AVOID BREATHING SILICA DUST James Hard so products contain respirablecryslalline silica, which is lknown ford¢State of California to cause cancer and isconsidered bylARCand NIOSH to beacause ofcancer from someaccupational sources. Breathing excessiveamounts of respirable silica dustcan ahsocause a disabling and potentially fatal lung disease called sikicasis,andhas been linkedwith other diseases. Somestudiessuggestioneeng mayincreasethese risks. During installation or handling: (1) work in outdoor areas with ampkeventilalion; (2) use fiber cement shears for curing or, where nat(easibke, use a HardeBladl saw blade and dust -reducing choukarsawattached to a HEPAvacuum; (3) warn others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable area exposures. During clean-up. use HEPA vacuums or wet cleanup methods - never dry sweep.. For further information, refer to our installation instructions and Material Safety Data Sheet available at %ww iameshardie com or by calling 1-800-SHARK (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. muses HSl'LJb - Hl/3 1/I:J CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" - 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code - 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between e uirements for clearance between 4 James Hardie® and decking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. -11 the roofing and the bottom edge of the siding and trim. Do not caulk gap. Refer to fig 3 on Figure 6 aWd 6' min. I foundation Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 siding gutter and end cap Figure 6 1, 2ji, in deck marenal Do not bridge floors with HardiePanel® siding. Horizontal joints should always be created between floors (fig. 10). Water- NL4 Resistive Barrier Figure 10 onzonWl T � Trim Sheathing I --fascia " HardiePanel' BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 Yz" or larger such as dryer vents should have a block of trim around point of penetration. page 1. 2' min. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a Framing roof intersects a sidewall. The roof must be flashed with step Fhonng flashing. Where the roof terminates, install a lockout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the lockout. Figure 11, Ktckout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : "...flashing shall be a min. of 4" high and 4" wide." James Hardie recommends the lockout be angled between 100* -110" to maximize water deflection GENERAL FASTENING REQUIREMENTS 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. • Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific 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). (fig. A) • Do not over -drive nail heads or drive nails at an angle. • If nail is countersunk, fill nail hole and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. • Do not use aluminum fasteners, staples, or clipped head nails. • Snug ® Flush ® Countersunk, fill &add nail do not under DONOT • Figure A Figure B drive nails ST"M Figui 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). HS1236-P2/3 8/13 /N f6 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: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using CclorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. I DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. 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 new HardiePanel® 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 matched caulks 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 parry 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. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: • Exposed fasteners or battens is the recommended application for ColorPlus panel products • Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended • For Colorlalus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. 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 RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-1844, HardieParel® vertical siding is recognized as a suitable alternate to that specified in: the 2006.2009, & 2012 International Residential Code far One -and Tvro-Family Dwellings and the 2006, 2009, & 2012 International Building Code. HandiePanel vertical siding is also recognized for application in the following: Gry of Los Angeles Research Report No. 24862, State of Florida Isting R0889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Tens 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 applicators. © 2013 James Hardie Building Products. All rights reserved. TM, SM, and rip denote trademarks or registered trademarks of James HardleTechnology Limited 0 is a registered trademark of James Hardie Technology Limited. Additional Installation Information, Warranties, and Warnings are available at www.lameshardie.com j ® �JamesHardie HS1236 - P3/3 6/13 PROJECT RIO-2686-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1 B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 K 714-292-2502 714-847-4595 FAX 14'1'pGAWA Q,.:............. sF 9 FFss10,� RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 8443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847.4595 FAX PROJECT: RIO-2606.17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 IMo@jameshardie.com EVALUATION SUBJECT .HardlePaAGW Siding James Hardie Product Trade Names covered In this evaluation: HangePanet3l Siding, CempaneM Siding, Prevail^ Panel SIQag EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Cade 20151nteaational Building Code® EVALUATION PURPOSE: This analysis is to determine the matdmum design 3-secend gust wind speed to be resisted by an assembly of HardiePanel (Campanal, Prevail Panelt siding fastened a mad or metal Naming with nails or screws. REFERENCE REPORTS: 1. Intertek Report 3067913 (ASTM C1186) Materiel properties Hard.Panel Siding 2. Ramtech Labomtodes Report IC-1270-94 (ASTM E330) Transverse Load TesL 5/1V Thick by 48 Inch wide HadiePanel Siding Installed on 2X4 Hem-Firwood studs spaced al 16 Inches on center w1h a 6d common galvanized rag 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Teal, 5/16' TNck by 48 Inch wide HardlePanel Siding Instated on 2X4 Hem•Firmod studs spaced at 24 Inches on cerderwkh a 6d common gaWnrsed nail 4. Romtech Laboratories, ins Report 10868-97/1475 (ASTM E330) Transverse Load Test 5/16' Thick by 48 inch vAde HwdePwel Slang Installed on 2X4 Group III SG=0.36 woad studs spaced at 16 inches an cenlerwith a 4d, 0.091 inch shank by 0.225Inch head diameter by 1.61nch long ring shank nag 6. Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test, 114" Thick by 48 Inch vAde HardiePanel Siding Installed on 20gauge Metal studs spaced al 16 Inches on center with a No 8 X 1 In. long X 0.323 in head diameter ribbed bugle head screw 6. Randech Laboratories, Report ICA055-89 (ASTM E330) Transverse Load Test, 1/4' Thick by 48 Inch wide HardePanel Siting insa8ed on 20gauge Metal studs spaced at 24 Inches on center with a No 8 X 1 In long X 0.323 in head dameterdbbed bugle head screw T. Ramtech Laboratories, Report 11149-911/1554d (ASTM E330) Transverse Load Test 1/4' Thick by 48 Inch wide HardiePanel Siding Installed on 209euge Metal shift spaced at 16 and 24 Inches on cerferv9h a ETBF 0.100 in knurled shank X 1.51n. long X 0.25In. head diameter pin fastener S. Ramtech Laboratories Report 141273-94 (ASTM E72) Racking Show Test, 5116' Thick by 481rrh Wde HardiePanel Siding Installed on 2X4 Hem -Flo wood studs spaced at 16 inches on center Wilt a 6d common galvanized nag 9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shea Test, 5/16' Thick by 48 Inch wide HardiePanel Siding Installed on 2X4 Hem -Fir wmtl studs spaced at 24 brhes on centerwia a 6d common galvanized nail 10. Ramtech Labomtodes, Inc. Report 10868-97/1475 (ASTM E72) Redding Shear Test 5116' Thick by 48 inch wide HardePansl Siting Installed on 2X4 Group III SG=0.36 woad studs spaced at 16 Inches on center with a 4d, 0.091 Inch shank by 0.225Inch head diameter by 1.51nch long ring shank rag 11. Ramtech Laboratories Report IQ1057-89 (ASTM E72) Racking Sheer Test 5/16- Thick by 48 Inch vAds HardiePanel Siding installed on 2X4 Hem-Firwood studs spaced at 16 and 24 Inches an center with a No 8 X 1 lot long X 0.323 In heed diameter ribbed bugle head saw 12 Ramtech Laboratories Report 11284-9911580 (ASTM E72) Rarking Shear Test, 5118' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fa wood studs spaced at 16 and 24 Inches on center with a ETBF 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener JAMES HARDIE BUILDING PRODUCTS, INC. 1-88"42-7343 Info®jameshanfle.com TEST RESULTS: 'Table la, Results of Transverse Load Testing RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 4443 HUNTINGTON BEACH, CA 92649 714-292-2602 714.847-4595 FAX PROJECT: RIO-2686-17 Fastener Spacing n.. t Allowable Ultimate Design Thickness Width neter Feld Load Load' Report Number Test a in.) m.) Frame T ports Su Fastener T e PS PS IC-1270.94 Rannoch 0.3125 48 ZX4 wood Hem-Ftr 6 6 6d common -149 -49.7 IC-1270-94 Ramtech 0,3125 48 ZX4mod Hern-Fir J244 4 4 6d common -236 .7F7 IC-1271-94 Rannoch 0.3125 48 2X4 wood Hern-Fir 6 6 6d common -94 -31.3 IF7271-94 Remlectl 0.3125 de 2X4 Nand Hem-Ftr 4 8d common -143 47.7 IOBW9711475 Ramtech 0.3125 48 2X4 Wood, SG 20.35 4 8 4d, 0.091 ht Shank 02251n. 4)0 -30.0 HD X 1.5 in, longShank nag Min. No. 20 geugo X 3.625 In. X 511n. No 8 X 1 hL long X 0.323 in IC-105"9 Ramlech 025 48 1.375 In metal stud 16 6 6 head damper ribbed bugle -169.9 -56.6 head snow Min. No. n. No. 20 gauge X 3.625 in. X Min No 8 X 1 In. long X 0.323 in IC-10554i9 Ramteeh 0.25 48 in metal stud 24 6 6 head diameter ribbed bugle -91.9 30.6 road screw Ma. No. 20 gauge X 3.625 In. % ETBF 0.100 tit kmrded stank X 11149-98/1554d Ramterh 0.3125 48 1,375 n metal stud 16 4 8 1.5 In. long X 0.25 in. head -170 -56.7 diameter pin fastener Ma. No. 20 gouge X 3.625 In. X ETBF 0.100 trt kmuled shank X 11149-9811554d Ramtech 0.3125 48 1.375 in metal stud 24 4 8 1.5 n. tang X 0.25 in. head -101 .33.7 diameter pin fastener 1. Atovrdble two is the Ultimate Load divided by a Factor of safely of 3. 2. HardiePanel Siding complies with ASTM Cl 186, Standard Spetlficatian forGmde 11, Type ANory Sbestos Fiber -Cement Flat Sheets. Table lb, Shear Vetoes Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls" Fastener Spaand fin Frame Ultimate Allowable Thickness Wi Ith Spacing Perhneter Feld Load' Load' Report Number TestAgency n. m. Frame Type (it) supports supports Fastener Type (Pit) IC-1273-94 Remtech 0.3125 48 2X4 mod HerrvFir 16 8 6 fid common 603.8 201.3 IC-1273-94 Reattach 0.3125 48 2X4 mail HemFlr 16 4 4 Bd common 698.8 232.9 IC-1274-94 Ramlech 0.3125 48 2X4 mod Hem-FO 24 6 6 fid common 460.0 153.3 I0-127494 Reattach 0.3125 48 2X4 Wood Hem-FIr 24 4 4 6d common 637.5 2t2.5 10868-9711475 Remtech 0.3125 48 2X4 wood. SG 3 0.36 16 4 8 0.091 in. shank X 0.225 n. 595.4 198.6 D l HD X 1.5 in. bug dug charYc rag Mo. No. 20 gauge X 3.625 In. X Mh No 8 X 1 let Song X 0.323 In IC-1057-89 Rertltech 0.25 48 1.375 in metal stud 16&24 6 6 head diameter ribbed bugle 990.0 123.8 head spew Mn. No. 20 goX 3.62fi In. X ETBF 0.100 trt kraded stank X 11284-9911580 Ramlech 0.3126 48 metal ,37metal stud 16 4 8 1.5 in. long X 0.25 it lead 1227.0 MA diameter pin fastener 20 g . 20 a Muu No. X 3.625 In. X ETBF 0.100 ut kmvled stank X 11284-99I158O Ramteal 0.3125 48 1.375 metal said 24 4 a 1.5 in. long X 0.25 in. head 1060.0 132.E diameter pin fastener 1. AL board edges stag be supported by traveling, Panels shall be applied With the long dimension either parallel or perpendicular to studs. it p/1 10011 2. um ength ratio far on In le Is 21. 3. I tithe steel framed asse4mb0es the stowable load is based on the average load at 1/8Inch net deflection. !J o� •. 5 )ratt�ur � �% _O.c'• F(ORIOA 'N 44t44t =FSS�ONA. �t 4-I �7 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-3474595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1.888-542-7343 info(gjameshardie.cam DESIGN WIND LOAD PROCEDURES: ' Fiber-cemem siding Imnsverse load capacity (wind load rapacity) is determined via compliance feeling to banaverae load national test standards. Vie the transverse load testing an allowable design load is determined based an a factor of safety of 3 applied to the ultimate lest load. Since the allowable design bad Is based an factor of safety of 3, all viable design loads on fiber-cemem siding condole directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Suess Design (ASO). By using the combination loading equations for Allowable Stress Design (ASO). the tested allowable design loads for fber-cement siding are signed with the wind speed mgdremerns In ASCE 7- 10 Figure 26.5-IA. Figure 26.5.1B, and Figure 26.51C. For this analysis, to calculate the pressures N Tables 3, 4, and S. the load comblrcagon w0 be In accordance with ASCE 7-10 Section 2.4 combining nominal toads using allowable stress design, load combination 7. Lead combination 7 uses a load factor of 0.6 applied b the wind velocity pressure. Equation 1, q,e0.00256'Kp'Ka'Kd'1/t W.. ASCE 7-10 equation 30.3 I) qp velocity pressure m height z K. , velocity pressure exposure coefficient evaluated at height z Ke , topographic factor Kd , wind directionality factor V , basic wind speed (3second gust MPH) as determined from (2015ISC, 2017 FBCI Figures 1609.3(1), (2), a (3); ASCE 7-10 Figures 26.5-1A, B, or C Equation 2, V=VW iret 2015 /BC 6 2017 FBC Section 1602.1 de6nitims) V,a , ultimme design wind speeds (3-second gust MPH) determined from 120151BC, 2017 FBCI Figures 1609.3D), (2). or (3); ASCE 7.10 Figures 26.5-1A, S, or C Equation 3, p=q,•(GCp-GCp) (MI. ASCE 7-10 equation 30.6-1) GCp , product of internal pressure coefficient and gust -effect factor GC, , product of internal pressure coethdem and gust -effect factor p , design pressure (PSF) forsidhg (allowable desgn load for sidling) To detainees design pressure, substitute qx Into Equation 3. Equation 4, p=0.00256'VKe'KdV,az'(GCdGC J Allowable Stress Design, ASCE 7-10 Sechien 2.4. 1, load combination 7 Equation 5, 0.60+0.6W (MI ASCE 7-10 section 2.4.1, had combinaflon 7) D , dead load W , wind load To determine the Allowable Stress Design Pressure, apply the loadhctorhr W(wind) hem Equation 4 to p (design pressure) determinedfmm equation 4 Equation 6, pia -0.6-fp) Equation 7, p=p=0.6'[0.00256'K,'I(a'Kd'VWz(GCp-GCp)I Equation 7 is used h populate Table 3, 4, and 5. To detertnirre the allowable W6mate basic wind speadhrHards Siding in Table 6, wive Equation 71or V,e. Equation& V,a=(p�dtl1.6.0.00256`Kp•Ky'Kd•(GCCGCJ)aa Applicable to methods specified in Exceptions 1 through 3 of (•1015 MIC, 2017FBCI Section 1609.1.1., to deternihm the allowable nominal design wind speed (Vasd) far Hardie Siding In Table 6, apply the conversion formula below, Equation 9, V-,- V,a • (0.6)oe (ref 2016 ISC 8 2017 FBC Sectim 1609.3.1) Vp , Nominal design wind speed (3-second gust mph) that. 20f5 IBC 62017 FBC Sec0oq,1041.ff Table 2, Cmfficlents and Constants used In Determining V and p, K. wad Zone 6 Height (0) Exp B Exp C Ew D Ye Kd G GC 0-15 0.7 0.85 1.03 hs60 1 0.96 -1.4 0.18 20 0.7 0.9 1.08 1 0.85 AA 0.18 25 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.7 6.98 136 1 0.85 -1.4 0.18 35 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 1.065 1245 1 0.85 -1.4 0.18 50 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 1.11 1.29 1 0.95 -1.4 0.18 60 0.85 1.13 1.31 i 0.85 -1.4 0.18 100 0.99 126 1.43 Iu6D 1 0.85 -1.3 0.18 RONALD I. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-0595 FAX PROJECT! RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 In7o@jameshardle.com Tablo 3, Allowable Stress Design - Component and Cladding (C8C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Wind Speed 3-second too 105 110 115 120 130 140 150 1 160 1 170 180 190 200 210 Height 11 e B B B B B B 8 B B 8 B B B 0-15 -14A -15.9 -11.5 -19.1 720.8 44A -28.3 -32.5 -37.0 -41.7 48.8 -62.1 -57.8 -63.7 20 -14A -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 32.5 -37.0 41.7 46.8 511 -57.8 -63.7 25 -14A -15.9 -17.5 -19.1 -20.6 -24A -28.3 32.6 37.0 41.7 45.8 -52.1 -57.8 -63.7 30 -14A -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 -199 -21.7 -25.4 -29.5 -33.9 38.6 -43.6 48.8 54.4 501 45.4 40 -15.7 77.3 -19.D -20.7 -22.6 -26.5 30.7 35.3 40.1 .45.3 -50.8 -56.6 52.7 59.1 45 -162 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 36.4 41.5 46.8 -52.5 46.5 :K-8 -71.4 50 46.7 -19.4 -202 -22.1 -24.1 -282 32.7 37.6 42.8 48.3 54.1 -60.3 -56.8 -73.7 55 A7A .18.9 -20.7 -22.6 -24.7 -28.9 33.6 38.5 43.8 49.5 55.5 51.8 58.5 -76.5 10 -25.6 -28.2 31.0 -33.8 -36.9 -43.3 502 -5 .8 -655 -7 .0 32.9 -9 -102. -1 2.9 Table 4, Allowable Stress Design - Component and Cladding (CSC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C. Wind Speed 3secand uat 100 105 110 115 120 1 130 1 140 150 180 170 180 IN 200 210 Heigh 0) C C C C C I C C C C C C C C C 0.15 -17.5 49.3 -212 -232 -25.2-29.6 34.4 -39.5 44.9 50.7 55.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 31A 36.4 41.8 47.5 -53.7 -602 -67.0 -74.3 -81.9 25 49A -21.4 .23.5 .25.6 -27.9 32.8 -38.0 43.6 49.6 -56.0 -62.8 -70.0 -77.6 -95.5 30 -202 -22.3 .24.5 .26.7 .29.1 34.2 39.6 45.5 51.8 58A -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 30.0 352 40.8 46.9 53.3 -602 -67.5 -75.2 -63.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -35.3 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 31.8 -37.1 43.1 49.4 -562 -63.5 .71.2 .79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 32A -38.0 44.1 50.6 -67.6 -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 -91A -101.0 2. 100 -32.6 35.9 -39.4 43.1 -06.9 -55.0 -WX -73.3 33.4 -94.1 -105.5 -117.6 -130-3 -143.6 Table 5, Allowablo Stress Design - Component and Cladding (C8C) Pressures (PSF) W be Resisted at Various Wind Speeds -Wind Exposure Category D, Wind Speed 3-secondgust) too 105 110 115 120 130 140 150 160 170 180 190 200 1 210 Height 8) D D D D 0 I D I D D D D D D D D 0-15 -212 -23A -25.7 -28.1 30.8 35.9 41.6 47.8 54A -61.4 -68.8 -76.7 -85.0 -93.7 20 -223 -24.6 -27.0 -29.6 42.1 37.7 -433 -50.1 -57.0 -64A -722 40.4 -89.1 -982 25 -23.1 -25.5 -28.0 30.6 33.3 39.0 45.3 -52.0 59.1 -66.8 -74.9 5 A -924 -101.9 30 -23.9 -20.4 -29.0 31.8 -34.5 40.4 46.9 43.8 -51.3 -69.2 47.5 36.4 -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 58.6 -982 .108.3 4D -252 -27.7 -30.5 33.3 362 42.5 49.3 -56.5 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 31.1 34.0 37.0 43./ -50.3 57.8 -65.7 -74.2 -83.2 -92.7 -102.7 A11.3 50 -262 -28.9 31.7 34.6 37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -84.6 -104.8 -115.5 55 -26.6 .29.3 322 352 38.3 45.0 -62.2 -59.9 -68.1 -76.9 -862 -96A -106.4 -117A 100 37.0 40.8 74T 8.9 53. - 2. -83.2 1 -94.6 -106.8 -118.8 -133.4 - 47.8 -10.0 Tables 3, 4, and 5 are based on ASCE 7-10 and consistent with the 201518C, 2015 IRC and the 2017 Florida Building Code pGAWA ��= STA�OF RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.wm ... OGAWq� ,1 Table 6, Allowable Wind Speed (mph) for HardlePanal Sidln9 (Anelytical McMod In ASCE 7.10 Chapler 30 C&C Part 1 and Pai r 4 21 20151B0, 2017FBC 20151BC 2017 FBC v Allowable. Ultmbte mowabla, Naminal Design Wind, Speed. Design Wind. Speed, , 41as SSA 44 \\\ V. (3•seeaM gustmph) 3-second gustmph) =-rO••..FLQO`Q• speffiedinpol5M. Arable to mehoch-••..••. ape17FB 12015on spedledhExce,11=1=�FSSIONAL ' 2017 FBCl Section "W03of(2015IBC, Figwe 11.eadelenNnedty Fl9vea 1609.3(1), (Z), or 2D17 FBCI 5eGm16W.1.1. (3). Coemalenb wed b Taw 6 c,isca Bertafervu Wwl a osurecatetimlillervatuvoteurecategaM Sldal K. Product Thicknesss (mches) Width 0nches) Fastener Type Fastener Spacing Fianna T)ve Suct padrlg (inches) Hap' Id1tud � (feell B C D B C D oabn Lead (PSF) Ex D EEC FAD I(a K. G G 0-15 186 168 153 144 13D 118 49.7 MT MM 1.R1 ha80 1 0.85 -IA 0.18 20 186 164 149 144 127 116 -!&7 0.7 0.9 1.09 1 0.65 -17 0.18 25 186 160 147 144 124 114 49.7 0.7 0.B4 1.12 1 0.85 -lA 0.18 30 186 157 144 144 121 112 49.7 0.7 0.ae 1.16 1 0.85 4A MIS HardiePenel® 5/16 48 wmmon fi 2X1 wood Hem-Flr 16 35 182 164 142 141 120 110 •B.] 0.73 1.01 7.iB 1 0.85 -1A 0.18 40 178 152 141 138 118 109 -49.7 0.76 1.04 122 1 Q65 •1.1 0.16 45 175 160 138 136 117 708 <9.7 0.785 1.085 1.245 1 0.85 •1A 0.1t1 50 172 149 138 734 115 107 40.7 0.a1 1.00 u7 1 0.85 •t.! 0.18 55 170 117 137 132 174 106 •0] 0.83 1.11 129 1 065 -1.4 0.16 60 168 146 135 130 113 105 -49.1 0.&5 1.13 121 1 0.65 -1.4 0.18 100 139 124 116 103 96 90 •9.7 0.69 129 1.4s t1�6e 1 aSS .1.8 0.18 GAB 233 212 192 181 164 149 .78.7 07 0.85 1.00 hs80 1 0.85 •7A 0.18 20 233 206 188 181 159 148 •78.7 0.7 0.9 1.08 1 0.85 •1.4 0.18 25 233 201 185 181 t56 143 -]e] 0.7 0.94 1.12 1 0.65 -1./ 0.18 30 233 197 181 let 153 140 -78.7 0.7 0.96 1.10 i 0.86 .1.4 0.18 Ha�ePanel9l 5116 48 ad wmmon 4 2X4 mod Henn -Fir 16 35 229 194 179 177 151 139 -78.7 0.73 1.0 1.19 1 B.BS -1.4 0.18 40 224 192 777 174 148 137 -7&7 0.76 1Aa 122 1 O.BS 4A 0.18 45 220 139 175 171 147 138 •7&7 0.785 E t2l5 1 0.85 .1.4 0.18 50 217 187 173 168 145 134 -78.7 0.81 1.OB 127 1 0.65 •1A 0.18 65 214 185 172 10 144 133 •7e.7 a.63 1.11 12e 1 0.55 -tA 0.10 60 212 184 171 164 142 132 •7&7 &85 1.13 1.31 1 0.85 -1.4 0.18 100 175 155 146 136 120 1 113 -7&7 Mae 126 1.43 Fo60 1 0.aS -1.8 0.18 0-15 147 134 121 114 103 94 1 .31.9 1 0.7 0.85 1.03 1%S0 1 0.85 -1.4 0.18 20 147 130 119 114 107E92 41.3 0.7 0.9 1.08 1 0.05 .1.4 0.18 25 147 127 118 114 98 -31.3 0.7 MN 1.12 1 0.&5 -1A 0.18 30 147 124 114 114 % 41.3 0.7 0.96 1.18 1 0.&5 -1./ 0.16 HardePari 5116 48 wmmon 6 2X4 wood HemFB 24 35 144 123 113 112 95 41.3 0.rs 1.01 1.19 1 0.85 -1A 0.18 40 141 121 112 109 94 41.3 an 1-64 122 10.85 -tA 0.18 45 137 118 170 106 92 41.3 0.785 LOBS 1245 1 0.05 -1.4 MIS 50 137 118 106 9141.3 0.81 1.09 127 1 0.86 -1.4 MIS 55 135 117 105 9141.3 0.03 1.11 t2B 1 0.w -7A 0.1860 134 118 103 9041.3 0.85 1A3 1.31 1 Se5 -7.! 0.16100 111 86 411.3 Mae 126 1.43 to60 1 0.8S -1.8 0.18 0-15 182 165 160 141 128 47.7 0.7 0.85 1.03 nseto i 0.85 -IA 0.18 20 182 160 14a 141 124 113 47.7 0.7 0.9 1.08 1 Bea -1A D.16 25 182 157 144 141 121 111 47.7 0.7 Mae 1.12 1 0.85 -1A MIS 30 182 154 1 141 141 119 109 d1.7 0.7 Mae 1.16 1 0.85 .1.4 0.15 HardiePari 5116 48 ad COMM 4 2X4 wood Ham -Fir 24 35 178 151 1 139 1 138 117 10B -47.7 0.73 1.01 7.19 1 0.95 -014 0.18 40 174 149 138 135 NB 107 -47.7 0.76 1." 122 1 0.85 -1.4 0.18 45 172 147 136 133 114 106 4z7 ara5 7Ae5 1245 1 0.85 -1A 0.18 50 169 146 135 131 113 105 47.7 0.81 1.w TV 1 0.85 .1.4 0.18 65 167 144 134 129 112 104 -47.7 0.83 1,11 12B 1 O.es -1A 0.18 60 166 143 133 128 111 103 47.7 0.85 1.13 1.91 1 0.85 -14 0. 88 100 137 121 114 1G5 94 BB 47.7 0.99 126 1.43 liveo I 1 I coa -1.a 0.18 0.15 144 131 119 112 101 92 40A 0.7 0.85 1.03 hs50 1 0.95 .1.4 0.1B 20 144 127 116 112 98 80 -no 0.7 0.9 1.08 1 0.85 AA 0.18 Ha�ePanel® 5/16 48 4d, 0.091 uL sheik % 07ha m. Hlo % 1in is lank ring shank na7 4 edge afield 2X4 wood SG20.36 16 25 144 124 114 112 96 1 88 1 -3M0 0.7 0.84 1.12 1 0.85 -1A 0.18 30 144 122 112 112 94 97 40.0 0.7 0.8E 1.19 1 0.85 •1.4 0.18 35 141 120 Ill 109 93 0.73 1.01 1.19 1 0.85 -IA a18 40 13B 118 - 107 92201...76 1.04 122 1 Ma5 .1.4 0,18 45 136 117 105 91 1.065 1245 1 aee -1,/ 0.18 50 134 116 - 104 B8 A-�A 1.09 t27 1 0.65 -14 ale 55 132 114 103 89 1.H 129 70.85 -1.4 0.18 60 131 113 lot BB 1.13 1.31 1 0.66 -1.4 0.18 100 128 1.43 N80 1 0.85 -7.B 0.18 JAMES HARDIE BUILDING PRODUCTS, INC. 1-088-542-7343 infrugjameshardie.cam RONALD I. OGAWAASSOCIATES, INC. 16835 ALGONQUIN STREET n7443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4696 FAX PROJECT: RIO-2686-17 Design Wind, Speed, I Design Wnd, Speed, Vale, Vmse Applicable to melhode AppBrable to methods epecNedinl2g1518C, MIT FBC)Saoeon eped3etlF Etteptiavl `Figures as determined by Qvagh3ol [20161BC, Fpiaea 18043(1). (�, or M17 FSC1 Section 1609.1.1. Product Product Thickness (Inches) Width (inches) Fastener Type Fastener Spacing Frame Type stud Spadng (nlhesl BuildingAD.910e Hei (feet) B C D B C D IMW Design load (PSI) expo EbMC F.pD Ire iG 0 G (1-15 198 180 163 1 153 139 126 %G 0.7 ass ta3 1060 1 %55 -1A 0.13 HardiePenelit, 1/4 48 Min.No8X 1 in. long X 0.323n head diameter ribbed bugle head scrw` 5 Mn. No. 20 ga. (33 mi)X 3,625In. X 1.376 nmetal stud 16 20 198 175 159 1 153 135 123 -596 0.7 D.9 1. Se 1 0.85 -IA 0.18 25 198 171 157 1 153 132 121 -%a 0.7 MW 1.12 1 0.85 -1.4 0.18 30 198 167 154 163 130 119 -S&B 0.7 ORB 1.18 1 M85 -1.4 MIB 35 194 165 152 ISO 128 118 Sa8 0.T3 i.-w 1.18 1 MM -IA 0.18 40 190 162 150 147 126 lie 56.8 MTB 1.04 122 1 0.86 -1.4 0.18 45 187 161 148 145 124 115 -58.e 0.785 1,085 1145 7 US -7.4 0.18 6D 184 159 147 143 123 114 -me0.61 1.09 1]7 1 O.Bs -1.4 0.15 55 182 157 146 141 122 113 Sae Mai idi 129 1 0.B5 -1.4 0.19 fi0 ISO 156 145 139 121 111 -fide a85 1.13 1.31 1 0.65 -1.4 0.18 100 149 132 124 115 102 96 -%5 1 0.98 12B 1.43 IN60 i a0.5 -1.8 0.18 0.15 146 132 120 113 102 93 -30.8 1 0.7 0.85 1.03 I1sso 1 MW -1.4 0.18 HeNiePenel® 1/4 Ma No 8 X 1 In. long X 0.323 In head diameter ribbed bugle heed Screw` 6 Min. No. 20 ga. (33 Ins) X 3.625In. X1.375 In metal stud 24 20 146 1 128 1 117 113 99 91 -3M8 1 0.7 0.9 1.08 1 0.65 -1.4 0.18 25 145 126 115 113 97 89 -30.8 0.7 0A 1.12 1 0.85 -tA 0.18 30 146 123 113 113 95 BB 41M6 0.7 0.88 1.16 1 0.Bs -1.4 0.18 35 143 121 112 118 94 86 -30.6 0.73 1.04 1.19 1 0.85 44 0.18 40 140 119 110 108 93 BS Safi 0.70 1.04 122 1 ORS -1.4 0.18 45 137 118 IDS 91 - -0 s 0.785 1.95 1245 1 0.85 -1.4 0.18 5D 135 117 - 105 90 - Sae Met 1.09 127 1 0.86 -1.4 0 e 65 134 116 - 104 90 -3MS a83 1.11 129 1 OAS 1 -1.4 0.18 60 132 115 102 89 4iMB MM 1.13 1.91 1 0.65 -tA M18 100 -me ass 126 1.43 b 1 ass 1 -1.8 MIS ETBF 0.15 198 180 163 163 139 127 S%7 0.7 0.85 1.ai hs60 1 0.85 -1.4 0.18 20 198 175 160 163 135 124 -55.7 07 0.9 1.08 1 0.86 .1.4 0.18 HaNlePene� 5716 48 0.100 in. knurled shank X 1.5 in. long X 0251a head diameter pn fastener' 4 edge 8 field Mr. No. 20 go. (33 mil X 3.6251n. X 1.375 in metal Build 16 25 198 1 171 1 157 153 132 1 121 SaT 0.7 0.S 1.12 1 MS5 -1.4 0.18 30 198 167 154 1 153 130 119 S5.7 0.7 0.98 1.18 1 0.85 .1.4 0.18 35 194 165 152 150 128 118 Sal 0.T3 1.tn 1.79 1 o.e5 -1.I 0.18 40 19D 163 150 147 126 116 56.7 M76 1.M 122 1 Miss -1.4 MIS 45 187 161 149 145 124 116 567 0.786 1R65 t245 1 0.8s -1.4 0.18 50 184 169 147 143 123 114 597 M111 TW 127 1 ORS -1.4 0.18 55 182 157 148 161 122 113 SaT O.Ba 7.11 129 -1A 0.18 BO 180 166 145 139 121 112 S97 0.85 1.13 1.31 AA 0.18 100 149 132 124 115 102 96 56.7 Mae IM 1A3 beg -1.8 0.18 HardlePanepi, 5116 48 ETBF 0.100 n. knrled shankX 1.5 in. long X 0.25 in. head ametern pn fastener" 4 edge 8 field Mo. No. 20 ga. (33 mi) X 3.625lot % 1.375 metal 51ud 24 0-15 153 139 128 118 107 98 41&7 07 0.65 1.03 hoSO AA0.8 20 153 135 123 118 104 95 597 0.7 0.9 1A6 .1.4 0.18 25 153 132 121 118 102 94 . ? 0.7 M94 1.12 III -1.4 0.18 30 153 129 119 111) 100 92 SaT M7 M98 1.16 -1.4 0.18 35 160 127 117 118 99 91 3i.7 aT9 1.a1 1.19 -1A 0.18 40 147 125 116 114 97 90 at7 0.76 1.04 122 .1.4 0d8 455112 96 89 -3a7 0785 1,065 1245 -1.4 ala 50 142 122 113 110 9588 3A7 MS1 1.09 127 -tA 0.18 55 110 121 113 109 94 8T 33.7 O.B3 1.11 128 -1.4 ode SO 139 120 112 107 93 87 a3.7 a.85 1.19 1.31 1 0.85 -1.4 0.18 100 1IS 89 w a.BB 12B I& w 1 ORS -1.8 1 MIS . Scrmws shall penetrate me mom Trammg at least me full threads. 2. Knurled shank Piss shall penetrate the metal framing at least iH inch. 3. Bunding height = mean roof height (m feel) of a building, ercapt met ewe height stall be used for root angle G less than or equal to 10• (Z 4. V. = ultimate design Wind speed 5. V" = nominal design wind speed 6. Linear Interpolation of binding helgIA (5 60 it) and vAnd speed is permitted. 7. Wind speed design assumptions per Analytical McOrod In ASCE 7-10 Chapter 30 CSC Part 1 and Pan T. Ka=I, KF0.85, GC,, 1IA (hOO), LIMITATIONS OF USE: 1) Fastener pu0out must be evaluated when installed a species of wood studs other than Out which was tasted. 2) In High Velocity Hurricane Zones (HVHZ) Insm9 per Miami -Dade County Florida, NOA 17-0406.06 i4 OGAWA CR. C ACCREDITED July 30, 2017 Pingsheng Zhu, P.E. Product Compliance Engineer James Hardie Building Products 10901 Elm Ave. Fontana, CA 92337 Re: NOA-17-0406.06 Relative to FBC 2017 Project RIO-2679AA-17 Dear Pingsheng: After review of the 2017 FBC, it Is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida Building Code. Referenced Standards in the 2017 FBC: 1. Wood: AWC NDS-2015 & SDPWS-2016 2. Structural Loads: ASCElSEI-7-10 3. Concrete: ACE-318.14 4. Masonry: TMS402-2016fAC1530-131ASCE-5-13 5. Structural Steel: AISC 360-10 (Including manual of steel construction 2010 (1418 edition)) 6. Cold -formed Steel: AISI IOD-12 7. Aluminum: ADM-1-2015 In addition, I am making the following Statement of Independence as requested: 1. Ronatd Ogawa. does not have nor does 8 intend to acquire or will 8 aoquire any financial interest in any company manufacturing or distributing products for which evaluations are issued. 2. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect. 3. Ronald Ogawa Inc does not have, nor will it acquire a financial interest In any company manufacturing or distributing products for which reports are being issued. 4. Ronald Ogawa does not have, norwill it acquire a financial interest in any other entity involved in the approval process of the produoL Should you have any questions on anything, please contact me. Sincerely, Ronald 1. Ogawa, P.'E. RI Ogawa & Associates, Inc. IAS Laboratory Approval, TL 360 IAS Quality Control Agency, AA-705 CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity State of Florida Approved Validator and Third Party Quality Control Agency (714)292-2602 ronc5riogawa.com CC: Roger Ogawa — RI Ogawa & Associates, Inc. Karen Ogawa — RI Ogawa & Associates, Inc. Lab Address: 1985 Sampson Avenue, Corona, CA 92879 c Phone (714) 3214939 c Fax (714) 908-1815 • E-mal: roner0docawa.com Mailing Address: 16835 Algonquin St R443, Huntington Beach, CA 92649 • Phone (702) 4913710 • Fax (714) 908.1815 a E-mail: debbyrrDdotlawd.com Engineering c Quality Control • product Development a Inspections c Code Consulting c Expert Witness • Testing :4 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.eov/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 & SOFT, 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., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSH,E 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 renews NOA # 15-0122.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 �Q%y9 jy01� Pagel James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 5m edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. 04 27/7017 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E-1 as WALL LENG Stud Spacing at 16' O.C. , I lyiog with the Florida "� Code I Nall at 18" O.G (typ.) 17-0406.06 ae' Minimum Edge Distance AILS Sheathing fastener, as described in {� Note 1 /L I �\ _ �— Panel fastener, as described in I � /` Note 2 HanfiePanel, Cempanel, Prevail Panel Siding Water -resistive barrier Per Florida Bulldmg Code Section 14042 5/8" thick 15 ply APA rated plyxvod sheathing fastened in accordance with Florida Budding Code Secion2322.5 2" X 4" S-P-F Wood Studs _ The wad and soffit fremee are to be designed by the Architect or Engineer of Record in compliance wlh the Florida Building Code. SEE DETAILA , 5/8'tick/ 5 pNAPA mind ptpdacowde sheatldng in ` axvdence vdh Flalda Bulift Code Section 23223 Watem.sisfive barrierper Fodda BUHddg Code Section 1400.2 ' 2X4'S-P•F Woad Studs Hardteponal, Cempanel, Pmml Panel Siding M0—D%MJ19A9M -P;aOM Hardia ellelO. CemDanel®, 8 Pmvalth Parml Siring materials are nor asbestos 0ber-cament products tested in acmrdanm with ASTM C1186 Grade B, Type Aand meeting the requirements ofthe Florida Bulding Code. EAREW� MMME LSJ_M -Width Length 7Nckness 4' 8.9.10, 5119, imtzjCartion Design Press Installation Design Pressure Wood Studs -76 psf Impact Resistant - Planks installed Over-w tNck 15 ply APA rated pywood sheathing t!&EDIFPMI. C�P&hdF-t PR4v911.PAy€It�iLYNSi • All irn�llation shell be -one in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable section, of the Florida Building Code, • Wood studswtiem HardiePane4 Cempanel, Prayed Panel Siding will be installed shall be designed by an Engineer orArdiitect per the Florida Building Coda and the requirements of this N.OA • (Nora 11 SW thick/ 5 ply APA rated plywood sheathing shall be attached to the studs In accordance valh Florida Budding Code Section 2322.5. • The siding panels shall be installed aver 518'thick / 5 phi APA rated plywood sheathing suppode2 by a minimum of 2-x4" S-P-F wood studs spaced a matimum Of 18. O.C. • [Note 21 The siding panel fastener shall be a 2' long, 022T head diameter, 0.09T'shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at G' O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 50'thick/ 5 ply APA rated plyvrood sheathing into wood studs located at IV' O.C. • Fasteners shall have a minimum edge distance of ag' and a minimum clearance of T' from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc 10901 Elm Avenue Fontana, CA 92337 PNL-PL.KSOFF Creator. E Gonzales lscLL 72'=S-0' I D3te:4242013 18resr 1OF12 Fastener Building RtBDOCf[ENSFD . e mnpi)ie�.vilh 16c}la3i 8�isrot 'ABM2 . •I�L�n Rud•A caaaO y 7�� ' I Fastener 3paGr;q per Florida Bulding Code Section 2322.3 PRODuLTigEvmM PRODUCT RENEWED u w¢�ly�vah Weilorda as complying with the Florida ds leag Cade Building Code af" • A�NIo%' NOA-No. 77-0406.06 Expiration ¢06/0/2 7022 • BY i Prodc•tcauhai By Mlm l- a duct Control Cladding Framing M Sheathing i3 • NOMINAL 2"H WOOD STUDS OP FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE 3-11T 1 d COMMON R TTOMCONNCOMMON NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION BOTTOM . • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUII.DNG CODE SHEAYHMS•. NOMINAL 5/8°THICK/ 5 PLY ARA RATED PLYWOOD"C1..tor.E-. HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDAINSTALLATION DETAILS WOOD STUD CONSTRUCTION SUI DNG CODE SECTION 2322.3 N_LA_QD1NG .lames Hardie Building Products, Inc. • THE PANEL IS FASTENED WITH 2° LONG, 0.223" HEAD EIrnAVewe . DIAMETER 0.092" SHANK DIAMETER CORROSION10901 RESISTANT SIDING NAILS, PLACE NAILS 6' O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS size FSC64N0 (MONO A PNL•PLKSOFF sCua 1°=T-0° 0a1e:4/242019 sfFET 20F i2 WALL LENGTH SEE P$ODUCT�SC,$)�TIQy Stud Spacing at 1S' O.C. OtTAILA HardiePanelS, CempaneIV, & Ptaveil4D Panel Siding materials are nonasbestos Bad _ _ _--a18'auc4 /S py APA cored fiber-conem products tested in plyxocd sheathing faatenad accordance W,th ASTM C1186 Grade II, •i i I 7 — Type Florid d Building g ode.he requirements of to metal studs as tlasMcea the Florida meeting Code, 1 OLrt/,C78with r .I in Nerei s1wa'pkpyc"moeeeWphN_IliFlorda \`ht11 it �, Y� Water-reststNe-441ytYgNSIONS Aeapymn xo/ il,vy iI i Width Length Thickness WALL i �i q v .I NO. 1 banierperflodda IEIG 1 i .A. ' 'lti BugCina Code •i !.� By .I I. : �. �. Section 14042 Nim �ma,c P_ESIGLy.F7iES$_U$E$A7JNG r� InstaflaNan Design Pressure 1 i • — ,� <O R1Q Mile, 3-WVX 1-3/9° Metal Studs •104 psf i� =— SRO.... �r� MebJ C-s"d _...li...,.��_U--. ___ //pr HardkPaneL mrPootit""tent— _ '� Sf;Ctli gN -a csmparwl, Panel installed over5/8"ttJck/5 py B Prevail Panel APA rated plywood sheathing 3/8" MlNmum PtZA J,A ED \ ibefbrida Nags at 6" O.C. (yp.) Sheathing fastener, as described in Note 1. Panel fastener, as described In Note 2 HardiePanel® Sing Water-resisWa barrier per Florida Building Code Sado 1404.2 1 1 5/8" thick l S ply APA rated PRODUCTREWEWED plywood sheathing fastened as complying with the Florida to metal studs as described Building Code NOA-No. 17-0406.06 in Note 1. 20ga, 3-6/8" X 1.5/8" Metal Csiud The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Bugdng Code. Sldmg }J/+.,Dg__6.N cEn71ANA"..26.ESA_LL RAN.E4SL-P-TALLAILONQE'tAR_g • ' All installation shall be done in confonman� with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Forida eullding Code, • Metal studs where HardePanel, Cempanel, Prevail Panel Siding will he installed shall be designed by an Engineer orArrhlect per the Florida Bugling Code and the requirements of this MCA- • ENote 1]5/B" thick /5 ply APA rated plywood sheathing shag be attached to metal studs at 6"oc at panel edges and all Intermediate supports using a No.8-18, 0.315" head diameter 1-114' long bugle head screw • The siding panels shall be installed over 518" thick/5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-618"X b5/8" Metal Catuds spaced a madmum of 16" O.C. • ENote 2] The slding panel fastener shag be a minimum No. 8-18, 0.316" head ctameter X i-5/8' long• ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating metal framing); the Fasteners shall be spaced! at e" O.C. at panel edges and intermediate study, the fasteners shall be driven through the 5/e" tNck15 ply APA rated plywood sheathing into metal studs located at 16' O.C. n Fasteners shag have A minimum edge distance of 31V and a minimum clearance of 2" from comers. HARDIEPANEI, CEMPAN El, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Product; Inc, 10901 Era Avenue Fontana CA 9=7 PNL-PLK-SOFF Creator. E Gonzales Ism4Z 12'=1'4' 1 Dara.4124t2013 ISMEET 3OF12 6.00in. • I . 6.0 'n0'n0 I I I PRODUCT RENEWED •. as complying with the Florida 6ullding Co 1. NOA-No. 17-0406.06 T e plr-atlon te05/0112022 I 6.0cm a. ' PAOD11GT1tEViSFb s omiplyiog wYh the Florida Nl1 '07 Q Fspuamn � � '7 • M ProdvnConM1ot I� II I I•I �'I II II I•I T I• I i 6.O0In.l I I II i.l II FBODtIcI•xevLSPr I ®nry7y10CviOihs Rulb+ Aa�R° IN neaxt • FJ3ALLNS • NOMINAL 20 GAUGE 3.516' X 1578"STEEL SR10S 76" O.C. FASTENED WITH 518' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE ,qagyI1F 1INS NOMINAL 518" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NOA-18, 0.315' HEAD DIAMETER X 1-1W LONG BUGLE HEAD SCREW FLADDING THE PANEL IS FASTENED WITH NO. B-18, 0.315" HEAD DIAMETER 1.518' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladwng Framing Sheathing I I I ' derrui n'•�. LI LI ,a.. •• —_ 0. I I ' STATE OF i i 4 FOR METAL ND WOOD STUDS PROVISIONS FOR DIAPHRAGM ACTION D GRAVITY LOAD ARE NOT PART OF TH S APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS F EROR THESE LOAD$) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hake BWdng Products, tno. 10901 Elm Avenue Fontana, CAS2337 -none. au�w.+.+.� I- pNL-PIXSOFF Fmr90&-027-0834 A Creator. P. Gormales Js 1"a 1'-0" Da1e:d2412o13 -- 40F12 i . I Fiords d _I VALL I 9GHTi i �) E:pos6m �LI:�• _-'• I I ,i 'I NL �• ad: Prvdud Caduol iC : � II '� i! ! _i XL- •{ r = SsroNa�� 3W minimum Edge Distance Nags at 16 O.C. (typ.) .VEJ LL A Sheathing fastener, as described in Note 1 \ Siding fasteneq as described in Nots2 1 HardiePlank, CemplanK, Prevag Lap Siring id / Water -resistive barrier 1 per Florida Building Code Section 1404.2 ---� J 5l8°thick 15 ply APA rated pyw•dad sheathing fastened PRODUCT RENEWED `---1n acmrdancevnth Florida ail complying with the Florida Buildng Code Section guilding Coda HOA-No. 17-0406.06 2322.3 Expiration 40teM0112022 2"X4"S-P-F Wood Studs The wall and soffit frames are to be designed By by the Architect or Engineer of Record In Miami a Product Control .,.R,naanr wit, the Flodda Building Code. All Installation shall SEE DETAILA FJLQD-U=15SPREUQN Ha,diePiank®, CemptanM,& Prevalkib Plank Lap Siding motorists aSir mlek lB ply APA are nonasbasfosfiberesme,d ?" ,sled plywood products tested In accordance with )ASTM C1186 Grade It. Type A and _ sheathing in meeting the requimments of the a=rdancewim Florida Building Code. - Florida Balding Code Section 2322.3 PAM DJ RMA10M VVsW 8SIa ve Width Length Thickness benferper Florida 59.1YY 12' 5116" B'Ifft Cade ' Section 14042 RE JQNN.PRE-S,iULFJ9-LATLN_Q �4 2•X4"S-PF Installation Design Pressure Wood Studs -92 pet \ wood Shut. \Lap Siding Impact Resistant — Planks Installed over 518" thick] 5 py 1.1W fag X sits- APA rated plywood sheathing fl$ thickslaMr3tdP manufacturer's lastallabon recommendations, ano me apinmawc on"�•N - •••- • •_..__ __.._. -„ • Wood studs where HardePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Cade and the mquiremerds Of this N.OA • [Note 11 SIB" thick 15 ply APA rated plywood sheathing shall be attached to the studs In accordance with Florida Buildng Code Section 2322.3. • Planks shall be applied horizontally commencing from the bottom course of the wag with 1.1r4" wide laps at the top of the plank such that the exposure area of each plank Is 58-114" vertically • [Nate 23 The siding fastener shall be a 2-112" long, 0223° head diameter, a092" shank diameter, corroslon-resistant siding nail; The siding is fastened 5 8-114" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through Big" thick 15 ply APA rated plywood sheathing, fasteners are placed In the Overlapping area apProxlmately 314" from the bottom edge of the overlapping plank • Vertical Joints shall be placed war studs. • The planks shall be installed Over 5/e" hick / 5 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16' O.C. • Fasteners shall have a minmum edge distance of 316. HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAIIS WOOD STUD CONSTRUCTION James Handle Building Products, fnC. 10901 Elm Avenue Pontine, CA 92337 PNL-PLK-SOFF Creator E. Gonzales slue 12" a V-O- I' Date:41242013 Isaser SOP 12 Fastener Spacing per Floftda BMding Code Secdon2322.3 I(` �-16In. OC—� /Cladding PRODUCT RENEWED as complying with the Florida Oullding Code ....... NOA-No. '17-0406.06 0.75n �-' E:plratlon D o05101/2022 My MTamr Product Control FastenerSpedng per Florida I• Bullding Code Section2322.3 v�� qh ric Hardy I• /C.nnq u MIND • NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3.112' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOD OD • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED NOT PART OF THIS APP BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHFATHNG • NOMINAL 518"THICK / 5 PLY APA RATED PLYWOOD SHEATH INGFASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 23223 91A-DAW •PLANKS.OVERLAP 1-1/4• • THE EXPOSURE IS59-114" • THE PLANKS ARE FACE NAILED WITH 2-vT LONG, D.22S" - HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING MAILS, PLACED 3/4' UP FROM THE Phone": BOTTOM EDGE OFTHE PLANKAT EACH STUD LOCATION - Fax909-4270634 Creator. E. Gonzales Framing i Sheathing •NSTATE OF1 HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Handle Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 aE FSCM NO dM No Rev A PNL-PLK-SOFF 7 N.e i.-V-0' Dale: 4242013 SWET 6OF 12 I' ; i' j! - I, i maojpT9irg scab i6oP�de it IILI ,/ALL , i i I ! BeOXgraC n tl _ EIGHT -;: ;' > `ta �'•.•_ i •i i I �Caeaxl F L \ 3/4" Minimum Edee Distance Nals at 16" O.C. (tvb.l - ..anw'L SEE TAILA —y8.t)$piyApA rated pW..d P,$QQUCT 4FSS13IPTJQSI HardieRank®, CemplankO. and Prevail® Plank lap Siding materials are nonasbesWs fibar-cement sheathing fastened products tested in accordance with to metal studs as ASTM C1186 Grade II, Type A and aeacdbed in Note t meeting the requirements of the Florida Building Code. Walenreslatiat hauderper Flodda FL9UKjD1M_F=QNEi Building Cade Width Length Thickness Section 74042 58-1lY 12' 5/18" Mega, 3sf8'X1sr8' )1GKPB.ES£d RLRATINSa- Metal Mal Galatl Installation Design Pressure Plank, Metal Studs .92 psf Prevail Lap Siding Impact Resistant - 7-1f4'(eIIX5/Iv Planks lnstal@d over 518"thick /5 pin tNdcstanuttnp APA rated plywood sheathing All installation shall be done in conformance with tuts Natce of Acceptance, the manufacturer's Installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Bulld)ng Code. described in Note 1 Metal studs where HardiePlank, Cemplank Prevail Lap Sidi ng will be installed shall be designed by an Relbijor sm Engineeror Architect perthe Florida Building Code and the requirements ofthis N.OA gmgply:g im Ne FwYts [Note tj 5/8"tNdrf 5 pyAPA rated plywood sheathing shall be attached to metal studs at Too at panel Siding fastener, as ' edges and all Intermediate supports using a No.8.18, 0.315" head diameterx 1.1/4' long bugle head screw commencing from the bottom course ofthe wall with 1-1/4• wide laps al Pianos snail be anksu hthat the described in Note 2 a the top of the plank such that the exposure area of each p1anK Is 5&1/4" vertically. [Note 2j The siding fastener shall be a minimum No. BA8, 0.316" head diameter X 2-1W long' bugle head GraHardePlank screw over metal studs (•or screw shall have at least3 fug threads penetrating metal framing); The siding Is fastened 5 BAW O.C. vertically and 16" O.C. horizontally; fasteners are driven Into metal studs through SIT Cemplenk, I thick /5 plyAPA rated plywood sheathing,'fasteners we placed in the overlapping area approximately 3r4•Prevag Lap Siding from the bottom edge of the overlapping plank varticaljoints shall be placed over studs. Water -resistive The planks shall be Installed over SWthitk /5 pyAPA rated pywood sheathing supported by a minimum banter per Five 20ga, Nominal 3-M"X 1-5/8" Metal CsWds spaced a maximunin of IT QC. Balding CodeFasteners shag have a minimum edge distance of 3/8", ode8 Sedon 1 HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING plyAPA rated INSTALLATION DUAILS METALMD CONSTRUCtION PRODUCT RENEWED eathing fastened fo James Handle Building Products, Inc. as complying with the Florida ., metal studs as described in 10901 Elm Avenue Building code Note 1 Non -No. 17-0406.06 e Fontana, CA 92337 Exptratlon 05/01/2022 20ga, 3-6/8"X1-SIT Metal C-stud Phone: 9093 00 axe Fsakuo ' WAtnO aav _ The wall and soffit frames are to be designed Fax 909427-0634 A PNLPLK-SOFF 1 1 By by the Architect or Engineer of Record in Mlaml- d Product Control compliance with the Florida Building Code. 'Creator. E. Gonzales stile tYl"e 1'-0" I Date:------- bMEfl' 70F 12 6.00in. I 18 I.. OC Cladding 6.00in. •I I• Fmming ---- ---.— I•I &D0In.00 I I SheathM PRODUCT RENEWED I �_ •I as complying With the Florida Building Cod. •-NOA-No. 17-0406.06 i0.75in Explmuan D ta0610112022 - _MiamF.a PmtluetControl_ - _-__._ I I lil]1 GGAQ-,_ REVISED ttlll r wid.tic}lvida a'?,dCade �itb It. Flo" Ap NM/3cn!/.p7 _ N. ------•-------- By PmBxfCaxq . 2 I ATE OF r •4 Q`; 58251n. I=3�'OF` . GORI... S GNAL�G 1 13 .ER9MAd.� .......... NOMINAL20 GAUGE 3-5/8"X 1-5/8" STEEL STUDS 18" O.C. FASTENED WITH 518" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION • THE WALL AND SOFFIT FRAMES ARE TO REDESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD W NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE ' NOMINAL SHE • NOMINAL518°THICK/S PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 8" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315' HEAD DIAMETERX 1-1/4- LONG BUGLE " HARDI£PIANK, CEMPLANK PREVAILLAP SIDING - HEAD SCREW cLn.001N@ INSTALLATION DETAILS METAL STUD CONSTRUCTION PLANKS OVERLAP 1-1/4' THE IXPOSURE IS 68.1/4° James Hardie BUllding Products, Ina • • THE PLANKS ARE FASTENED WITH NO, 8.18, 0.315' 0 1D901 Elm Avenue HEAD DIAMETER 2-1/4' LONG CORROSION - Fontana, CA 9=7 RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS P"one:9093 00 s� can+.na rnvcnro sev PENETRATING THE METAL FRAMING), PLACED 3/4" UP Fax 909427-0634 A PNL-PLKSOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH Creator: E. Gonzales sWa ]°_]''-0• Oale:4rz42013 weer SOF12 STUD LOCATION Expiration WALL LENGTH ----------- — 8F5 R-RQDAICT-1)-E-n-CBEn0N Stud Spacing at 16'0-C- ETAJLA HardieSoffitt & CemsofffiS materials are nomisbeslos fiber -cement products tested In accordance with ASTIVIC11aS Grade ll,Type A and meeting the requirements of the Florida Building Code. V x SOFFIT PIMENELL 4� S-P-F — --H— qNA WoodSurds 114' Width Length Thickness WAL L L irl D ffTi. HardieSaffit Installation Design Pressure Ae, C..Gm Wood Studs -70 par 0 G "'M AiF sECTION�_B ASP Nails a,l` (typ-)P5t6D= Reviism PROW=REVISM S/V Minimum Edge Distance 8 BrIft Cs& No. 4 21 andisa Cok AOVMDK STATE Of .14C QE161l-6 UD to, Soffit fastener, as AU Installation shall be done In conformance with this Notice, of Acceptsmoe, the manufacturers described inNote l Installation recommendations, and the applicable sections of the Florida Building Code. RENEWED . Wood studs where HordleSaft CemsoffitW11 be Installed shall be designed by an Engineer or 1with the Florida Architeatperthe Florida Building Code and the requirements of this N.OA HardleSoffirt Cemsoffit " Thesoffitshall be installed over minimum 23X4"S-P-Fwoo0 studs spaced meadmunnof is'kO.C, 17-0406.06 . ENcte, 11 The soffit fastener shall be a Z long, 0=0 head diameter, 0.092° shank diameter, 05101/2022 comoslon resistant siding nail; the fasteners, shall be spaced at 4° C.C. at panel edges and Intermediate studs, the fasteners shall be driven into wood studs located at 16" (Y.C. . Fasteners shall have a minimum edge distance of 318"and a m[rJmum clearance of 21 from corners.' HARDIESOFFIT, CEMSOFM PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION Studs Minimum TX 4"S-P-FWood Studs The wag and soffit frames are to be designed by the Architect or James 1-fardle Bullcong Products, Inc. 10g01 Elm Avenue Fontana. CA 92337 Engineer of Record In compliance Phone: DwUH0 W` with the Florida Building Code. F 909-427-0634 PM-PLK-SOFF I Creator. E. Gonzales suss Ire- V-T I DffW.4J24Ml3 jsxsar. 9 OF 12 Cladding Forming • PRODUCT RENEWED as complying with the Florida . • Buliding Code NOA-No. 17-0406.06 E plratlon Da 0510112022 By . 4.00in.l Miam1- Product Control _L llprru�/A .. nE�lybswdr {7odd� F ODUCraE , IN c aw"ingG,4. _ ooeplyey 1t - AcwPw� a Bmsapl�emt J�In077 No. 121 Knl aNwCaoed n O e�Pcaa.a _ STATE OF F MHO NOMINAL 2"X4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3.11T 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDJ.NO THE SOFFIT IS FASTENED WITH 2' LONG, 0.22W HEAIm HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER 0.092" SHANK DIAMETER, CORROSIONINSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS V O.C. AT P EDGES AND INTERMEDIATE STUDS James Hardie BuldIng Products, Ina 10901 Elm Avenue Fontana, CAGM7 E FKM NO ONONO PNL-PLKSOFF 1+=1=0' Data:4/1Al2019 6HEE7 100E 72 WALL C.C. --� SEE C&4ROyf[OESCemso t Stud Spading at l6''O.C• I ls DETAILA Hewe nonafbe®BCesbestos ber fce ant products tested in accordance wlthASTM 01186 Grade ll, peAmcimeetin the requirements afthe Florida Building I PRODUCT RENEWED Code. I!us complying with the Florida :Building code I. I� i zoa. Mill' X 1sre• 504=131N.ERMQ0 I NDA-No. d7-0408.O8Wall, Length Thickness WALL 1 ei cawa e Y.,HEIG I EaPlrollon D05/0112022 . i i �.1 Hediesoffit. pE51GL12R€5_SPRR RATJtLq • 1 I • By Cemasilt Installation Design Pressure H-Mlaml-D d rotluct Control g ': :.: I j �• I. Metal Studs ru-„R3iii ii Li BF• -egCw-hl E-B MODUCr REvMM tstlt Nate at 6"O.C. ftp.) PRO04JCI"V%SM ..mplryB v1ml6efluidt N 31T Minimum Edge Distance Cox No. ,a�+yig.ebhe Flo" Witte /,3:C371•07 j Adxptne FaP,raa or : v i S Mw° t9o;, STA7EOF ' PAfiLb Drams emerncumar xtr:<aaacaeal ;c�ORIDP�t LjjjLs'-.r/ANAL EN rrprt %qth `\ N.A al Installationha bOe done In conforrnanca0tlds Noun i AcceptenEd!aNM3nwaaurers I All atian rerommend one In and the aDPlirabie sections of the Florida Building Code. Soffit fastener, as Metal studs where HardleSofft, CemsoDRvAII be installed shall be designed by an Engineer or described in Nate 1 • Architect per Me Florida Building Code and the requirements of this N.O-k The soffit shall be installed over minimum 209a, Nominal 3-618' X 1-5/8" Metal C-atuds spaced t.� a maximum of 16' O.C. T HardieSofft, Cemsoffit . [Note 11 The sofR fastener shall be a minimum No. 8.18, 0.a15" head diameter X 1-1/4' long' r , ribbed bugle head screw ("or screw shall have at least 3 full threads penotrating metal 1- ) baming),,the fasteners shall be spared at 6" O.C. at panel edges and Intermediate studs; the r fasteners shall be driven Into metal studs located at 16" O.C. \ ; Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from / romers. HARDIESOFFR, CEMSOFFR PANEL "F.-Goml� INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Products, Inc. ! 20ga, MAr 1-51W Metal C.stud 10901 ElrnAvenue 1 The wall end soffit frames are to beFantarra, CA 92337 l.— desigred by the Archived or Engineeraof Record in compliance% th theA PNL-PLKSOFFFlodda BDildng Code. sole 1/2'- Pa^ Dab; vM013 slasr 11 OF 12 6.W1 n1 PRODUCT RENEWED as eomplylnp with the Florida Builaln8 Code NOA-No. 17-0406.06 tiplratlon 05/0'I12022 By Miami-D tl Product Control PRODWr BEMED •�o"�yh6"��F11Py PftODUCTItE1�D 8�� s / sbamNy+6"��otla:ar Wlttll^a � a/ aar•ma1 ; e��g h jmrr4�d=PromaCaeaol Cladding Fmming �S0 y2V1-6. �c cc Slr`�O� :•�I� • NOMI STEEL STUDS O.C. NOMINAL20GAUGE FOR METAL A WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTIONS O GRAVITY LOAD ARE WAFER EA PER FASTENED WITH NN WAFER HEAD SCREWS C1 PER TOP AND BOTTOM CONNECTION NOT PART Or THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) T • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE =p—RI-G I HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER 1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Buildng Products, Inc FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10961 Elm Avenue SCREWS fi O.C. AT PANEL EDGES AND INTERMEDIATE _ a Famarm, CA 92337 STUDS Fax 909-427-OBU A PNL-PLKSOFF Creator E. Gonzales Sa - I 14)" Dete:424RA13 seEaT 12 OF 12 1