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1727 PARK TER W - SIDING . .-•-01119; STOP WORK CITY OF ATLANTIC BEACH BUILDING AND.ZONING DEPARTMENT (904) 247-5826 NOTICE This building has been inspected and work regarding: ,General Construction - Mechanical Concrete and Masonry = Electrical Plumbing - Gas Piping IS NOT ACCEPTED AND MUST CEASE CORRECT AS NOTED BELOW, BEFORE ANY FURTHER WORK: S /04 n 540 /ter) (-tit _I-j% 0 u p4vvyx : IP ADDRESS: n /n a t-ve S 4 Pci r k `T-e yva G-e- Please contact our department regarding this notice within 10 days. If you do not, this violation will be forwarded to the CODE ENFORCEMENT BOARD. The posting of this placard by its contents shall serve as due notice. DO NOT REMOVE THIS NOTICE Inspector: , 8e//-- Date: I /--/- iEs- ,,,,,...m.,..,,, RESIDENTIAL PERMIT PERMIT NUMBER Vis, RES18-0365 CITY OF ATLANTIC BEACH \'iig 800 SEMINOLE ROAD ISSUED: 11/19/2018 I °;:»r ATLANTIC BEACH. FL 32233 EXPIRES: 5/18/2019 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. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1727 W PARK TER RESIDENTIAL ALTERATION Siding & Paint $30000.00 RESIDENTIAL TYPE OF 1 REAL ESTATE / BUILDING USE ZONING: SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172020 0372 SELVA MARINA UNIT 08 COMPANY: ADDRESS: CITY: STATE: ZIP: 10752 DEERWOOD PARK BOULEVARD, RMX CONSTRUCTION #100 JACKSONVILLE FL 32256 OWNER: ' ADDRESS: CITY: STATE: ZIP: STANFORD MELANIE ALEXANDER TRUST 1727 PARK TER W ATLANTIC BEACH FL 32233-5611 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT I BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.40 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 WORK WITHOUT PERMIT 455-0000-322-1000 0 $110.00 Issued Date: 11/19/2018 1 of 2 ' '\J%, RESIDENTIAL PERMIT PERMIT NUMBER - CITY OF ATLANTIC BEACH RES18-0365 800 SEMINOLE ROAD ISSUED: 11/19/2018 j �� ATLANTIC BEACH. FL 32233 EXPIRES: 5/18/2019 TOTAL:$164.40 Issued Date: 11/19/2018 2 of 2 r' ,", : CITY OF ATLANTIC BEACH � ' J 800 Seminole Road lip T„ . Atlantic Beach,Florida 32233 ,J` w -4d111 J rr\l REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS /Date (I 43 J(6 Revision to Issued Permit Corrections to Comments Permit# Project Address /1 Z7 Cv 1),472.k -7 '( &Ad/ FL 32233 1f Contractor/Contact Name k'/Le de dow5?-xciGY70 A) Phone k5'S. -76.1 (o z6, Z Email PVF-0 c-ft'11Le' nVSf7L tf g ear--..- Description of Proposed Revision/Corrections: Permit Fee Du $ 5-0,0 Q • clo2/!e FvA Lfse.,_10 plc- s ,c046041.76-4/ - A04.7oaA Additional Increase in Building Vallu/`e�-$ Additional S.F. By signing below,I ✓ of f V affirm the Revision is inclusive of the proposed changes. i (prin arae) if /! /1 ( Signature of Contractor/Agent(C ntractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities 1l/_ / Cr— tR Public Safety Date Fire Services i:5‘••;'%.';11;; Permit Application Updated10/9/18 , a ...-a City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road,Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY ��•`fig°r Phone: (904)247-5826 Fax: (904)247-5845 Email: Building-Dept@coab.us IS REQUIRED. Job Address: 1727 Park Terrace West Atlantic Beach FL.32233 Permit Number: R`S` S –036,5– Legal 036SLegal Description 34-85 03-2s=29e selva marina unit 8 lot 17 bIk12 RE#.172020-0372 Valuation of Work(Replacement Cost)$30.000.00 Heated/Cooled SF Non-Heated/Cooled ism j • Class of Work: ❑New ❑Addition ❑Alteration Repair ❑Move ❑Demo ❑Pool DWindow/Door Cat- 'w U • Use of existing/proposed structure(s): QCommercial FiResidential `r i= 1 t • If an existing structure,is a fire sprinkler system installed?: Q✓ Yes ENo EEL e.,4 r - k" s �,(1 • Will tree(s)be removed in association with proposed proiect?l✓Yes(must submit separate Tree Removal Per }"E No .. !i!? �.•a rr Describe in detail the type of Work to be performed; o' L.,)_! Covering Existing Siding With Hardie Board And Painting. R� �, 'i .ai Com. `: . Florida Product Approval#FL13192 for multiple products use product apomal facto r --3 Property Owner Information � � t �'' Name Cecil Stanford Address 1727 Park Terrace West. Cr3. �t 7* y City Atlantic Beach . State FL zip 32233 Phone (904) 349-1497 n u 04 '., k . :":":4 E-Mail . : _ -:: >� Owner or Agent Of Agent,Power of Attorney or Agency Letter Required) n/a ;P. , , C1 Contractor Inforati Cons 5 4 Name of Company Construction Qualifying Agent :-! Address 10752 Deerwood Park Blvd#100'. • CityJacksonville State H Zip 32256 ._ Office Phone (855) 769-6262 Job Site Contact Number State Certification/Registration#•8e- E-Mailinfo@rmxconstruction.com Architect Name&Phone# COC i 2C-1`71575 Engineer's Name&Phone# . Workers Compensation Insurer Lion Insurance Company OR Exempt o Expiration Date 01/01/2019 Application is hereby made toobtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. 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. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU• . i ICE OF COMMENCEMENT. i �W'' � _�� ta C ClfiVi .--- (Signature of Owner or Agent) (Signature of ntractor) Signed a d sworn to(or affirmed)before me this 2-day of Signed and sworn to(or affirmed)before me this�.�y day of im Y ,by ��� r! . �� /�-�►^4+.�y 9vlY .by ��_ / a, r- •.f,o - ..,:,......,..mi.gnature`N�ta.Ly)) — ,,, o G': LORA KNOPF �_. LORA KNOPF [ ,Personally Known OR . s� <• Notary Public•State of Florida [ rsonally Known OR c j Notary Public-State of Flor [ J Produced Identification rove. Commission#FF 947226 [ ]Produced Identification ovf�°P Commission#FF 947226 Type of Identification: My Comm.Expires Dec 30,2019 • Type of Identification: My Comm.Expires Dec 30,2 REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH, 41111111114111 SEE PERMITS FOR ADDITIONAL yr ��'� REQUIREMENTS AND CONDITIONS CIIITIlini 1 REVIEWED BY: 711' , DATE: ePlanky Lap Siding 7I-0-7.5. EFFECTIVE APRIL 2018 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) © CUTTING INSTRUCTIONS STORAGE&HANDLING: OUTDOORS INDOORS 1.Position cutting station so that airflow blows dust away from the DO NOT grind or cut with a power saw indoors.Cut using shears(manual,pneumatic or Store flat and keep dry and covered prior to user and others near the cutting area, electric)or the score and snap method,not recommended for products thicker than 7/16 in. installation.Installing siding wet or saturated may 2.Cut using one of the following methods: result in shrinkage at butt joints.Carryplanks on a.Best: Circular saw equipped with a HardieBlade saw blade g and attached vacuum dust collection system.Shears - DO NOT dry sweep dust;use wet dust suppression or vacuum to collect dust. edge. Protect edges and corners from breakage. (manual,pneumatic or electric)may also be used,not - For maximum dust reduction,James Hardie recommends using the"Best'cutting James Hardie is not responsible for damage caused recommended for products thicker than 7/16 in. practices.Always follow the equipment manufacturer's instructions for proper operation. by improper storage and b.Better: Circular saw equipped with a dust collection feature For best performance when cutting with a circular saw,James Hardie recommends (e.g.Roan saw)and a HardieBlade saw blade. handling of the "- c.Good: Circular saw equipped with a HardieBlade saw blade. using HardieBlade•saw blades. product, ._� - Go to jameshardiepros.com foradditional cutting and dust control recommendations. sSE .t - 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. IMPORTANT:To prevent damage to the drip edge,extra care should be taken when removing planks from the pallet,while handling,and when installing with a lap gauge.Please see additional handling requirements on page 4. GENERAL REQUIREMENTS: I • HardiePlank lap 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. I • 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 housewrapt,which complies with building code requirements. • When installing James Hardie 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-typically a minimum of 6 in.in Double Wall Figure 1 Single Wall the first 10 ft.. Construction Construction water-resistive let-In bracing • Do not use HardiePlank lap siding in Fascia or Trim applications. barrier 24 In.o.c.max. OOd or • Do not install James Hardie products,such that they may remain in contact with standing water. ` OSB heathing �i� • HardiePlank lap siding may be installed on flat vertical wall applications only. ,1�1 I' I�'' • DO NOT use stain,olValkyd base paint,or powder coating on James Hardier Products. • For larger projects,including commercial and multi-family projects,where the span of the wall is 111111 I/si nificant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and 9 /moisture movement of the product in their design.These values can be found in the Technical Bulletin"Expansion Characteristicsof James Hardie°Siding Products"at www.jameshardie.com. I •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.INSTALLATION: JOINT TREATMENTFigure 2stud Nail line(if nail line is not ' /)One or more of the following joint treatment options are present,place fastener?j q�I& between 3/4 in.81 In.required by code(as referenced 2009IRC R703.10.2) —' water resistive water• from top of plank) 00 A Joint Flashing(James Hardie recommended) f.P ��"""" ba rier resistive DO NOT Install Trim over � astener B.Caulking*(Caulking is not recommended barrier �`f Nail 3/8 in.from HardiePlank MardieShingle. o, o, for ColorPlus for aesthetic reasons as the joint edge of plank Caulking and ColorPlus will weather differently. flashing Leave appropriate gap between °" Install a 1 1/4 in.starter strip to For the same reason,do not caulk nail heads on Install planks in planks and trim,then caulk.' ensure a consistent plank angle moderate contact . ColorPlus products.) at butt joints C."H" jointer cover H 6' JamesHardie Note:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus.'Refer to Caulking section in these instructions. 'For additional information on HardieWrap®Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com SELECT CEDARMILL° I SMOOTH I BEADED CEDARMILL° I BEADED SMOOTH Visit jameshardiepros.com for the most recent version. I1s1111/ P1/4 04/18 • 1 I /4fi1, 1-k,- HardiePlank"Lap Siding HZ. g ' CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding fir ,�:. t Z-Flashing } / �� by IRC clode 1 �� 0 / FigirA� mm4in.x4in.® Min.'/4 in.1 ' ' Do not caulk. �� 00 in.2 in. 110.#j. // r �� Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry mes . / ! �1 r,.." �� / l� L-Flashing �� z-Hashing I• Z Fla hmg� _� r ' Z Fl.shing in. V \ , - 111111 ---'i Min.'/a in. I'`\i " 6 in. \ ) � in. 1 m.,%4 1in�, l _ \' Min.Y2 in. Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension /1111..—_ Z-Fla •• • i I / 4/". 000t Min.1/4 it 4 i a;+' De •. caulk4W'' A .' i . FASTENER REQUIREMENTS** Blind Nailing is the preferred method of installation for HardiePlanke 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(Please see Al Tech bulletin 17 for exemption when doing a repair).Pin-backed corners may be done for aesthetic purposes Only. IFinish nails are recommended for pin-backs. Headed siding nails are allowed.Place pin-backs no closer than lin.from plank ends&3/4in.from plank edge into min.3/8in.wood structural panel.Pin-backs are not a substitute for blind or face nailing. BLIND NAILING FACE NAILING Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09 in.shank x 0.221 in.HD x 2 in.long) •6d(0.113 in.shank x 0.267 in.HD x 2 in,long) •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0.09"shank x 0.221"HD x 2"long) Screws-Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4 in.long •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 in.long x x 0.375 in.HD)Screws must penetrate 3 threads into metal framing. 0.323 in.HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfaste nails or equivalent(0.10 in.shank x 0.313 in.HD x 1-1/2 in.long) •ET&F pin or equivalent(0.10 in.shank x 0.25 in.HD x 1-1/2 in.long) Nails must penetrate minimum 1/4 in.into metal framing. Nails must penetrate minimum 1/4 in.into metal framing. OSB minimum 7/16 in. OSB minimum 7/16 in. •11 ga.roofing nail(0.121 in,shank x 0.371 in.HD x 1.75 in.long) •Siding nail(0.09 in.shank x 0.221 in.HD x 1-1/2 in.long)* •Ribbed Wafer-head or equivalent(No.8 x 1 5/8 in.long x 0.375 in.HD). *When face nailing to OSB,planks must be no greater than 91/4 in.wide and fasteners must be 12 in.o.c.or less. **Also see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 17-Fastening Tips for HardiePlank Lap Siding. HS11117 P2/4 04/18 Virke HardiePlanke Lap Siding iiZ FASTENER REQUIREMENTS continued 24" Figure 14 Figure 15 Std O.C.max _ Stud O.C.24" Flashing I ,�_i I t.(II1il Joint —Mimi — 1 1/4"min. It111111 Minimum overlap Flashing _ry...-- Overlap P _/ �^ ' for Both Face "— �� _w.•d" =_T_—rte "- _ 1 and Blind Nailing Devx--I i Nail Line �� SII , , i ir _ , Blind Nail min.1 1/4 in. . . , r, ` overlap ��II ...... 3/4 1__,:._ ___ i Face Nail 1 \-- i Water Resistive I Water Resistive Barrier 1 1/4'min. Barrier Overlap Laminate sheet to be removed immediately after installation of each course for ColorPlus®products. GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel.Electra-galvanized James Hardie products can be hand nailed or fastened with a pneumatic tool. are acceptable but may exhibit premature corrosion. James Hardie recommends the Pneumatic fastening is highly recommended. Set air pressure so that the use of quality,hot-dipped galvanized nails.James Hardie is not responsible for the fastener is driven snug with the surface of the siding.A flush mount corrosion resistance of fasteners.Stainless steel fasteners are recommended when attachment on the pneumatic tool is recommended. This will help control the installing James Hardie®products near the ocean,large bodies of water,or in very depth the nail is driven.If setting the nail depth humid climates. proves difficult,choose a setting that under drives Manufacturers of ACO and CA preservative treated wood recommend spacer materials ell e the nail. (Drive under driven nails snug with asmooth faced hammer-Does not apply for or other physical barriers to prevent direct contact of ACO or CA preservative-treated SNUG FLUSH installation to steel framing). wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preserva- tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 DO NOT DO NOT DO NOT USE • Consult applicable product evaluation or listing for correct fasteners type and ab 1 placement to achieve specified design wind loads. 1kr Mi ri, • NOTE:Published wind loads may not be applicable to all areas where Local Building UNDER OVER SLANT ALUMINUM Codes have specific jurisdiction.Consult James Hardie Technical Services if you are DRIVE DRIVE FASTENERS unsure of applicable compliance documentation. • Drivefastenersdddit snug perpendicular to siding and framing.(n • Fastener heads should fit snug against siding(no air space). IF,THEN IF,THEN ADDITIONAL NAIL •NOTE:Whenever a structural member is present,HardiePlank should be fastened with 0 even spacing to the structural member.The tables allowing direct to OSB or plywood WOOD STEEL FACE CLIPPED should only be used when traditional framing is not available. FRAME FRAME NAIL HEAD NAILS CUT EDGE TREATMENT -• .*\., s Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to (10 touch-up ColorPlus products. `'\`' F`r' COUNTERSINK STAPLES HAMMER &RLL CAULKING FLUSH For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, REMOVE& Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.Caulking/Sealant REPLACE 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,oiValkyd base paint,or powder coating on James Hardie®Products.Factory-primed James Hardie products must be painted within 180 days of installation. 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. HS11117 P3/4 04/18 1, r 1-1 4., ;: HardiePiank`°Lap Siding //IL, 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 HardiePlanlc®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 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. PAINTING JAMES HARDIE®SIDING COVERAGE CHART/ESTIMATING GUIDE AND TRIM PRODUCTS WITH Number of 12 ft.planks,does not include waste COLORPLUS®TECHNOLOGY COVERAGE AREA When repainting ColorPlus products,James LESS Hardie recommends the following regarding OPENINGS surface preparation and topcoat application: HARDIEPLANK®LAP SIDING WIDTH • Ensure the surface is clean,dry,and free of any SO 51/4 61/4 71/4 71/2 8 81/4 91/4 91/2 12 dust,dirt,or mildew (1 SQ=100 sq.ft.) (exposure) 4 5 6 61/4 6 3/4 7 8 81/4 10 3/4 • Repriming is normally not necessary 1 25 20 17 16 15 14 13 13 g •100%acrylic topcoats are recommended 2 50 40 33 32 30 29 25 25 19 • DO NOT use stain,oil/alkyd base paint,or 3 75 60 50 48 44 43 38 38 28 powder coating on James Hardie®Products. 4 100 80 67 64 59 57 50 50 37 •Apply finish coat in accordance with paint 5 125 100 83 80 74 71 63 63 47 manufacturers written instructions regarding 6 150 120 10017 11296 89 86 75 75 56 coverage,application methods,and application 7 175 140 117 104 100 88 88 65 9 r PP PP 8 200 160 133 128 119 114 100 100 74 temperature 9 225 180 150 144 133 129 113 113 84 • DO NOT caulk nail heads when using ColorPlus 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 products,refer to the ColorPlus touch-up 12 300 240 200 192 178 171 150 150 112 section 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 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 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. ADDITIONAL HANDLING REQUIREMENTS Pull from across the stack Do not go down the stack IMPORTANT:To prevent damage to the drip edge,extra care should beNAN i. ` taken when removing planks from the pallet,while handling,and _ ., when installing with a lap gauge.Planks are interlocked together on the pallet,therefore they should be removed from the pallet ��—� , ac horizontally(side to side)to allow planks to unlock themselves from ►a--a---.- �� a Sil E1��7r7:= one another. ����� ' a a a- HS11117 P4/4 04/18 0 DANGER:May cause cancer it dust from product is Inhaled.Causes damage to lungs and respiratory system through prolonged or repealed 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;(41 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. A.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-2290,HardiePlank®lap siding is recognized as a suitable alternate to that specified in the 2006,2009,2012&2015Intemational Residential Code for One and Two-Family Dwellings,and the 2006,2009,2012&2015 International Building Code.HardiePlank lap siding is also recognized for application in the following;City of Los Angeles Research Report No.24862,State of Florida Product Approval FL413192, 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,Those documents should also be consulted for additional information concerning the suitability of this product for specific applications. ®2018 James Hardie Building Products,Inc.All rights reserved TM,SM and® Product warranties,safety information and additional installation r J a m e s H a rd i e denote trademarks or registered trademarks of James Hardie Technology Limited. information are available at jameshardiepros.com �(f/ 4. 4'11.1 • . HardiePlank® Lap Siding JILL EFFECTIVE APRIL 2018 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) P CUTTING INSTRUCTIONS STORAGE& HANDLING: OUTDOORS INDOORS 1.Position cutting station so that airflow blows dust away from the DO NOT grind or cut with a power saw indoors.Cut using shears(manual,pneumatic or Store flat and keep dry and covered prior to user and others near the cutting area. electric)or the score and snap method,not recommended for products thicker than 7/16 in. installation.Installing siding wet or saturated may 2.Cut using one of the following methods: result in shrinkage at butt joints.Carry planks on a.Best: Circular saw equipped with a HardieBlade'saw blade and attached vacuum dust collection system.Shears - DO NOT dry sweep dust use wet dust suppression or vacuum to collect dust. edge. Protect edges and corners from breakage. (manual,pneumatic or electric)may also be used,not - For maximum dust reduction,James Hardie recommends using the"Best"cutting James Hardie is not responsible for damage caused recommended for products thicker than 7/16 in. p g practices.Always follow the equipment manufacturer's instructions for proper operation. b.Better: Circular saw equipped with a dust collection feature For bestcutting by improper storage and (e.g.Roane saw)and a HardieBlade saw blade. performance when with a circular saw,James Hardie recommends handling of the e* c.Good: Circular saw eqipped with a HardieBlade saw blade. using Hard'Blade°saw blades. product. !~ - 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. IMPORTANT:To prevent damage to the drip edge,extra care should be taken when removing planks from the pallet,while handling,and when installing with a lap gauge.Please see additional handling requirements on page 4. GENERAL REQUIREMENTS: I • HardiePlank®lap 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. I • 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 housewrapl,which complies with building code requirements. • When installing James Hardie 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-typically a minimum of 6 in.in Double Wall Figure 1 Single Wall the first 10 ft.. Construction Construction • Do not use HardiePlank lapsidingin Fascia or Trim applications. water-resistive let-In bracing pp barrier 24 in.o.c.max. ood a • Do not install James Hardie products,such that they may remain in contact with standing water. ng �ir I • HardiePlank lap siding may be installed on flat vertical wall applications only. ri,.•,,,,..........O.....S13 � /I' I/ • DO NOT use stain,oiValkyd base paint,or powder coating on James Hardie®Products. Ip[ �' • 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 Characteristics Al of James Hardie®Siding Products"at www.jameshardie.com. I •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. INSTALLATION: JOINT TREATMENT Figure 2 I /01 stud Nail line(If nail line is not One or more of the following joint treatment options are present,place fastener required by code(as referenced 2009 1R R703.10.2) AllA�f011 between 3/4 in.&1 in. °k from top of plank) water-resistive A.Joint Flashing(James Hardie recommended) water- barter resistive DO NOT Install Trim over ° ° eeejigfrane B.Caulking*(Caulking is not recommended barriertin. Nail 3/8 in.horn HardiePlankMardiethingle. ",, for ColorPlus for aesthetic reasons as the edge of plank .°°, Caulking and ColorPlus will weather differently. flashingjoint . Leave appropriate gap between 1441 °° fastener a 1 1/4 In.starter strip to For the same reason,do not caulk nail heads on Install planks in planks and trim,then caulk* ensure a consistent plank angle moderate contact ColorPlus products.) at butt joints C."H" jointer cover ®xJamesHardie Note:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus.*Refer to Caulking section in these instructions. 'For additional information on HardieWrap®Weather Barrier,consult James Hardie at 1-866.4Hardie or www.hardiewrap.com SELECT CEDARMILL° I SMOOTH I BEADED CEDARMILL° I BEADED SMOOTH Visit jameshardiepros.com for the most recent version. HS11117 P1/4 04/18 • i' ,1,- HardiePlankw Lap Siding •NZ CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding 11— , N / Z-Flashing A As required by IRC,code I/ !itimitrmin 4iri.x4in. ? Min.1/I in. risyr.4r V \ Do not caulk, // ."''�►® ii r _ \��il t� in.2 in. Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry -%'m s / Z-Flashing L-Flashing t Z Fla•hing/ _` Paha I Z-Fl.shing 2'- Pli�i /. Min,+/, in. 1 I 1 /\\' 6in. / I 1.m:"_ Mm./ in. in /in. 1 Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension / da $! i � ,° Af y i Min./<i• �`, D: •: caulk i 11.1V� 9' . „, ,�.are FASTENER REQUIREMENTS** Blind Nailing is the preferred method of installation for HardiePlanko 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(Please see JH Tech bulletin 17 for exemption when doing a repair).Pin-backed corners maybe done for aesthetic purposes Only. I Finish nails are recommended for pin-backs. Headed siding nails are allowed.Place pin-backs no closer than 1 in.from plank ends&3/4in.from plank edge into min.3/8in.wood structural panel.Pin-backs are not a substitute for blind or face nailing. BLIND NAILING FACE NAILING Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09 in.shank x 0.221 in.HD x 2 in.long) •6d(0.113 in.shank x 0.267 in.HD x 2 in.long) •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0.09”shank x 0.221"HD x 2"long) Screws-Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4 in.long •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 in.long x x 0.375 in.HD)Screws must penetrate 3 threads into metal framing. 0.323 in.HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfast®nails or equivalent(0.10 in.shank x 0.313 in.HD x 1-1/2 in.long) •ET&F pin or equivalent(0.10 in.shank x 0.25 in.HD x 1-1/2 in.long) Nails must penetrate minimum 1/4 in.into metal framing. Nails must penetrate minimum 1/4 in.into metal framing. OSB minimum 7/16 in. OSB minimum 7/16 in. •11 ga.roofing nail(0.121 in.shank x 0,371 in.HD x 1.75 in.long) •Siding nail(0.09 in.shank x 0.221 in.HD x 1-1/2 in.long)* •Ribbed Wafer-head or equivalent(No.8 x 1 5/8 in.long x 0.375 in.HD). *When face nailing to OSB,planks must be no greater than 91/4 in.wide and fasteners must be 12 in.o.c.or less. **Also see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 17-Fastening Tips for HardiePlank Lap Siding. NS11117 P214 04/18 • `aagt HardiePlank®Lap Siding %�rZ FASTENER REQUIREMENTS continued 24" Figure 14 Figure 15 S d O.C.max Stud O.C.max —I�ilu 11 iHdI0 N11riaiffI Joint 41I 11/4"min. PRI Minimum overlap Flashing --fy Overlap dl1 1 _ r►.'—" for Both Face _ _w,,,_ , �r�-"`"" 1 and Blind Nailing T \-- I ' ___ -- Nail Line �) l :_" �If 3/4'�-1�" I Blind Nail min.1 1/4 in. '" overlap 11111111 �I�'I , Face Nail 1 f i 1 i 1 Water Resistive Water Resistive Barrier 1 1/4"min. Barrier \ Overlap Laminate sheet to be removed immediately after installation of each course for ColorPlus®products. GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel.Electro-galvanized James Hardie products can be hand nailed or fastened with a pneumatic tool. are acceptable but may exhibit premature corrosion. James Hardie recommends the Pneumatic fastening is highly recommended. Set air pressure so that the use of quality,hot-dipped galvanized nails.James Hardie is not responsible for the fastener is driven snug with the surface of the siding.A flush mount corrosion resistance of fasteners.Stainless steel fasteners are recommended when attachment on the pneumatic tool is recommended. This will help control the installing James Hardie®products near the ocean,large bodies of water,or in very depth the nail is driven.If setting the nail depth humid climates. proves difficult,choose a setting that under drives CD the nail. (Drive under driven nails snug with a Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials smooth faced hammer-Does not apply for or other physical barriers to prevent direct contact of ACO or CA preservative-treated SNUG FLUSH installation to steel framing). wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preserva- tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 DO NOT DO NOT DD NOT USE • Consult applicable product evaluation or listing for correct fasteners type and e placement to achieve specified design wind loads. 0 `� • NOTE:Published wind loads may not be applicable to all areas where Local Building UNDER OVER SLANT ALUMINUM Codes have specific jurisdiction.Consult James Hardie Technical Services if you are DRIVE DRIVE FASTENERS unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding(no air space). IF,THEN IF,THEN ADDITIONAL 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 or plywood WOOD STEEL FACE CLIPPED should only be used when traditional framing is not available. FRAME FRAME NAIL HEAD NAILS / �, CUT EDGE TREATMENT Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to v` touch-up ColorPlus products. COUNTERSINK STAPLES CAULKING HFLUSHR \: &FlLL For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, REMOVE& Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.Caulking/Sealant REPLACE 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.Factory-primed James Hardie products must be painted within 180 days of installation. 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. HS11117 P3/4 04/18 i , , , IF--.i:; HardiePlank°Lap Siding `'yZ 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 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 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. PAINTING JAMES HARDIEW SIDING COVERAGE CHART/ESTIMATING GUIDE AND TRIM PRODUCTS WITH Number of 12 ft.planks,does not include waste COLORPLUS®TECHNOLOGY COVERAGE AREA When repainting ColorPlus products,James LESS Hardie recommends the following regarding OPENINGS surface preparation and topcoat application: HARDIEPLANK®LAP SIDING WIDTH • Ensure the surface is clean,dry,and free of any SQ 51/4 61/4 71/4 7 1/2 8 81/4 91/4 91/2 12 dust,dirt,or mildew (1 SO=100 sq.ft) (exposure) 4 5 6 61/4 6 3/4 7 8 81/4 10 3/4 • Repriming is normally not necessary 1 25 20 17 16 15 14 13 13 g •100%acrylic topcoats are recommended 2 50 40 33 32 30 29 25 25 19 • DO NOT use stain,oil/alkyd base paint,or 3 75 60 50 48 44 43 38 38 28 powder coating on James Hardie®Products. 4 100 80 67 64 59 57 50 50 37 • Apply finish coat in accordance with paint 5 125 100 83 80 74 71 63 63 47 manufacturers written instructions regarding 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 coverage,application methods,and application 8 200 160 133 128 119 114 100 100 74 temperature 9 225 180 150 144 133 129 113 113 84 • DO NOT caulk nail heads when using ColorPlus 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 products,refer to the ColorPlus touch-up 12 300 240 200 192 178 171 150 150 112 section 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 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 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. ADDITIONAL HANDLING REQUIREMENTS Pull from across the stack Do not go down the stack IMPORTANT:To prevent damage to the drip edge,extra care should be Ngr A `` taken when removing planks from the pallet,while handling,and when installing with a lap gauge.Planks are interlocked together on the pallet,therefore they should be removed from the pallet ;•�� aim horizontally(side to side)to allow planks to unlock themselves from tee- ' one another. `"�� 11111111.711 HS11117 P4/4 04/18 0 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 p)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 filler appropriate for capturing fine(respirable)dust or use wet clean-up methods-never dry sweep. a 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.cagov. RECOGNITION:In accordance with ICC-ES Evaluation Report ESR-2290,HardiePlank®lap siding is recognized as a suitable ahemate to that specified in the 2006,2009,2012&2015 International Residential Code for One and Two-Family Dwellings,and the 2006,2009,2012&2015 International Building Code.HardiePlank lap siding is also recognized for application in the following:City of Los Angeles Research Report No.24862,State of Florida Product Approval FL#13192, 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 Calitomia DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. C 2018 James Hardie Building Products,Inc.All rights reserved TM,SM and® Product warranties,safety information and additional installation S' Ja iii Hard i e denote trademarks or registered trademarks of James Hardin Technology Limited. information are available at jameshardiepros.com Florida Product Approval 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. se) HardiePlank® I1/ >€. Lap Siding JamesHardie EFFECTIVE MAY 2016 INSTALLATION REQUIREMENTS -PRIMED&COLORPLUS® PRODUCTS visit y_nv_w.bardi@inatallationnomfor the most recent version. SELECT CEDARMILL°•SMOOTH•CUSTOM COLONIAL-SMOOTH •CUSTOM COLONIAL'"ROUGHSAWN CUSTOM BEADED CEDARMILL°• CUSTOM BEADED SMOOTH •STRAIGHT-EDGE SHINGLE PLANK 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'PRODUCT INSTRUCTIONS. INSTALLATION OF HZ1 O®PRODUCTS OUTSIDE AN HZ1 O®LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONET APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE&HANDLING: © CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS INDOORS to installation.Installing siding wet or 1.Position cutting station so that wind will blow dust away from user 1.Cut only using score and snap,or shears(manual,electric or pneumatic). saturated may result in shrinkage at butt and others in waking area. 2.Position cutting station in well-ventilated area 2.Use one of the following methods: joints.Carry planks on edge. Protect a.Best i.Score and snap edges and corners from breakage.James it.Shears(manual,electric or pneumatic) -NEVER use a power saw indoors Hardie is not responsible for damage b.Better: i.Dust reducing circular saw equipped with a -NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark caused by improper storage and handling HardieBlade°saw blade and HEPA vacuum extraction -NEVER dry sweep—Use wet suppression or HEPA Vacuum of the product. c.Good: I.Dust reducing circular saw with a HardieBlade saw blade (only use for low to moderate cutting) Important Note:For maximum protection(lowest respirable dust production),James Hardie recommends always using"Best"-level cutting methods where feasible. .....;-...-,—loio. Offiji NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures.Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements.if concern still e>osts about exposure levels or you do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. sooeaio5 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 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 housewrapt,which complies with building code requirements. • When installing James Hardie 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- typically a minimum of 6 in.in the first 10 ft.. Figure 1 Double Wall Single Wall • Do not use HardiePlank lap siding in fascia or trim applications. Construction Construction • Do not install James Hardie products,such that they may remain in contact with standing water. water-resistive barrier let-in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. plywood or 24 In.o.c.max. • For larger projects,including commercial and multi-family projects,where the span of the OSB sheathing �' wall is significant in length,the designer and/or architect should take into consideration the 1.... �, coefficient of thermal expansion and moisture movement of the product in their design. IThese values can be found in the Technical Bulletin"Expansion Characteristics ofJames Hardie®Siding Products"at www.JamesHardie.com.• DO NOT use stain,oiValkyd base paint,or powder coating on James Hardie®Products.INSTALLATION: JOINT TREATMENTFi ure2 Nail line(If nail One or more of the following joint treatment options g line is not arere uired b code as referenced 20091RC studpresent place q YR703.10.2) INAB -" between 3/4 A.Joint Flashing(James Hardie recommended) .&1"from1/B.Caulking*(Caulking is not recommended re Nail 3/8 in.from top of plank) for ColorPlus for aesthetic reasons as the barren �pf p�kCaulking and ColorPlus will weatherjint8 IpIk I ,° ° ater-resistive differently.For the same reason, flashing / 0O o barrier do not caulk nail heads on °o ° ° HardieZone" o o /° ° fastener ColorPlus products.) HardiePlank°siding o C."H" jointer cover • o ° o o° Install a 1 1/4 in.starter strip to install planks in °o°o .o ensure a consistent plank angle moderate contact at butt Joints leave appropriate gap between planks and trim,then caulk.— Note: aulkNote:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. *Refer to Caulking section in these instructions. For additional information on HardieWrap®Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST James Hardie®products contain respirable crystalline silica,which Is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases. Sane studies suggest smoking may increase these risks. During Installation or handling:(1)work in outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or,where not feasible,use a HardleBlade•saw blade and dust-reducing circular saw attached to a HEPA vacuum;(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 silica 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 www.jameshardie.com or by calling 1-800-9HARDIE(1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. S0050605 HS11119-P1/4 05/16 PROJECT RIO-2683-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE®BRAND FIBER-CEMENT PLANKS TO WOOD OR 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 andl B, RESULTS OF TRANSVERSE LOAD TESTING 3-4 SUMMARY OF FASENTER DESIGN LOAD CALCULATIONS 5-6 TABLE 2A THROUGH TABLE 20, ALLOWABLE DESIGN LOADS BY PLANK WIDTH 7-11 DESIGN WIND LOAD PROCEDURES 12 TABLE 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 12 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 13 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 13 TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 13 TABLE 7, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING 14-57 LIMITATIONS OF USE 57 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. HUNTING ON16835 QUIN STREET#443BEACH, A 9 649 isi ���\...• q�,'- + 714-292-2602 s' ''�' �4'• ' 714-847-4595 FAX �� y b �. 1 21 • STATE OF LONA '''moo,r,///10r 1 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2553-15 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT HardiePlank®Lap Siding James Hardie Product Trade Names covered In this evaluation: HardiePlank®Lap Siding,CemPlank®Siding,Prevail'.Lap Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 International Building Code® EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePlank(CemPlank,Prevail Lap)siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1.Intertek Report 3067913(ASTM C1186)Material properties HardiePlank Siding 2.Ramtech Laboratories,Inc.Report 10593-96/1395(ASTM E330)Transverse Load Test,5/16"Thick by 7.5 inch wide HardiePlank Lap Siding Installed on 2X4 W-Fir wood studs space at 16 inches on center with a 0.093 inch shank by 0.222 Inch head diameter by 2.5 inch long galvanized siding nail 3.Ramtech Laboratories,Inc. Report IC-1034-88(ASTM E330)Transverse Load Test,5/16"Thick by 9.5 inch wide HardiePlank Lap Siding installed on 2X4 Hem-Fir wood studs space at 16 inches on center with a Number 11 gauge 1-3/4 inch long galvanized roofing nail 4.Ramtech Laboratories,Inc. Report IC-1020-88(ASTM E330)Transverse Load Test,5/16"Thick by 9.5 inch wide HardiePlank Lap Siding installed on 2X4 Hem-Fir wood studs space at 16 inches on center with a 6d common nail 5.Ramtech Laboratories,Inc.Report 2149-07-10(C)(ASTM E330)Transverse Load Test,5/16"Thick by 8.25 inch wide HardiePlank Lap Siding instated on 2X4 Doug-Fir-Larch wood studs space at 16 inches on center with an 8d ring shank box nail,0.113 inch shank by 0.260 inch head diameter by 2.375 Inch long 6.Ramtech Laboratories,Inc.Report 2149-07-10(E)(ASTM E330)Transverse Load Test,5/16"Thick by 8.25 inch wide HardiePlar4r Lap Siding installed on 2X4 Doug-Fir-Larch wood studs space at 16 inches on center with a 0.092 inch shank by 0.222 inch head diameter by 2,5 inch long galvanized siding nail 7.Ramtech Laboratories,Inc.Report 2341-08-06(ASTM E330)Transverse Load Test,5/16"Thick by 8.25 inch wide HardiePlank Lap Siding installed on 2X4 Doug-Fir-Larch wood studs space at 16 inches on center with a 0.092 inch shank by 0.222 inch head diameter by 2 inch long galvanized siding nail 8.Ramtech Laboratories,Inc.Report 2149-07-10(F)(ASTM E330)Transverse Load Test,5/16"Thick by 8.25 inch wide HardiePlank Lap Siding installed on 2X4 Spruce-Pine-Fur wood studs space at 16 Inches on center with a 0.092 inch shank by 0.222 inch head diameter by 2.5 inch long galvanized siding nail 9.Ramtech Laboratories,Inc.Report 11149/1554(ASTM E330)Transverse Load Test 5/16"Thick by 6.25 inch wide HardiePlank Lap Siding installed on 20 gauge metal studs spaced al 16 and 24 inches on center with ET&F knurled pin fastener 10.Ramtech Laboratories,Inc.Report 11149/15546(ASTM E330)Transverse Load Test 5/16"Thick by 8.25 inch wide HardiePlank Lap Siding installed on 20 gauge metal studs spaced at 16 and 24 • lttt'll ()GAN()GAN ... . X121 • SQA FL 0 FSS/ONAV��. % 2 • • RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2553-15 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 i nfo @j a m es h a rd i e.co m TEST RESULTS: Table 1A.Results of Transverse Load Testing for Configurations with Steel Framing Report Number 11149 11149 11149 11149 11149 11149 IC-1035-88 /1554 /1554 /15548 /1554B /1554A 11554A Test Agency Ramtech Ramtech Ramtech Ramtech Ramtech Ramtech Ramtech Thickness(In.) 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 Width(in.) 6.25 6.25 8.25 8.25 12 12 9.5 20 ga. 20 ga. 20 ga. 20 ga.steel 20 ga. 20 ga. 20 ga.steel Frame Type studs steel studs steel steel studs steel steel studs studs studs studs Frame Spacing(n.) 16 24 16 24 16 24 16 ET&F ET&F ET&F ET&F ET&F ET&F No.8X1- 0.100' 0.100' 0.100• 0.100' 0.100' 0.100" 1/4"long X knurled knurled knurled 0.375" knurled knurled knurled shank shank shank head Fastener Type shank shank shank diameter diameter diameter diameter diameter x diameter x eter x x 0.313' diamx 0.250" x 0.250' ribbed 0.250'HD 0.250'HD HD x 1.5' 0.313'HD HD x 1.5' HD x 1.5' wafer head x 1.5"long x 1.5"long long x 1.5'long long long screw Fastening Method Face nail Face nail Blind nail Blind nail Face nail Face nail Blind nail Ultimate Load(psf) 317 173 64 50 151 81 169.2 Design Load(psf) 105.7 57.7 21.3 18.7 50.3 27.0 56.4 Effective Tributary Area(sqft) 0.556 0.833 0.778 1.167 1.194 1.792 0.917 Fastener Load,as tested (lb/fastener) 58.7 48.1 16.6 19.4 60.1 48.4 51.7 1.Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2.HardleShingle Siding complies with ASTM C1186,Standard Specification for Grade ll,Type A Non-asbestos Fiber-Cement Flat Sheets. '1'fIli�OGAW4,' '.0 + , P • � " 4 ., ; SSA-(E OF `• =A'PO. PIOR\vP' ? ... sSIONA �� I� 3 • • RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:R10-2553-15 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com Table 113.Results of Transverse Load Testing for Configurations with Wood Framing Report Number 10593- IC-1034-88 IC-1020- 2149-07- 2149-07- 2341-08- 2149-07-10 96/1395 88 10(C) 10(E) 06 (F) Test Agency Ramtech Ramtech Ramtech Ramtech Ramtech Ramtech Ramtech Thickness(in.) 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 Width(in.) 7.5 9.5 9.5 8.25 8.25 8.25 8.25 Frame Type 2X4 wood 2X4 wood 2X4 wood 2X4 wood 2X4 wood 2X4 wood 2X4 wood Hem-Fir• Hem-Fir' Hem-Fir* DFL DFL DFL SPF Frame Spacing(in.) 16 16 16 16 16 16 16 8d ring 8d siding 6d siding 8d siding 1-3/4" 8d siding 6d shank box nail, nail, nail,0,093" No.11 ga. nail,0.092" Fastener Type common nail,0.113"0.092"X 0.092"X X 0.222"X Roofing X 0.222" X nail X 0.260"X 0.222"X 0.222"X 2.5" nail 2.375" 2.5" 2" 2.5" Fastener Length(in.) 2.5 1.75 2 2.375 2.5 2 2.5 Fastening Method Blind nail Blind nail Face nail Face nail Face nail Face nail Face nail Ultimate Load(psf) 92 146.6 199 296 253 165 168 Design Load(psf) 30.7 48.9 66.3 98.7 84.3 55.0 56.0 Effective Tributary Area(sgft) 0.694 0.917 0.917 0.778 0.778 0.778 0.778 Fastener Load,as tested 21.3 44.8 60.8 76.7 65.6 42.8 43.6 (lb/fastener) Adjusted withdrawal design load Calculated fastener withdrawal load is compared with the test result (lb/fastener),W51.1 43.5 39.2 84.0 67.0 49.1 43.0 and the more conservative one will be used. Net Fastener Penetration(in.),P 2.188 1.438 1.375 1.750 1.875 1.375 1.875 Wood Specific Gravity,G 0.42' 0.42' 0.42' 0.50 0.50 0.50 0.42 Nail Shank Diameter(in.),D 0.093 0.120 0.113 0.113 0.092 0.092 0.092 Withdrawal design value per NDS 2015 or ESR-1539(lb/in.penetration), 14.6 18.9 17.8 30.0 22.3 22.3 14.3 W 'The assigned specific gravity of Hem Fir in NDS-2015 is 0.43,however 0.42 is used in this analysis in order to match the specific gravity of SPF lumber,which is more popular. 1.Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2.HardieShingle Siding complies with ASTM C1186,Standard Specification for Grade II,Type A Non-asbestos Fiber-Cement Flat Sheets. 3.Calculated fastener withdrawal load Is compared with the test result and the more conservative one will be used. For all cases in the table,the adjusted withdrawal design value,W,is calculated as W=CD'W'P Where, CD=load duration factor per NDS-2015 Table 2.3.2 for wind/earthquake load=1.6 W=withdrawal design value,calculated per NDS-2015 or ESR-1539,whichever applicable P=fastener embedment depth,in. When nail shank,D,2 0,099 inch but 5 0.375 inch for smooth shank nails,NDS-2015 equation(11.2-3)is used to calculate withdrawal design value W=1380'G(5/2)'D Where, G=wood specific gravity per Table 11.3.3A D=nail shank diameter,In. When nail shank,D,is less than 0.099 inch,or in the case of ring shank nails, the withdrawal design values were obtained from ICC-ES ESR-1539 Table 2 Oil" ��/,,,,,''' 111'II 'R\ , OGA W4 "=_ , . i Of. . ' • ' 4 ti * 1►r -o STATE 0 :•" \. 7. ,,,-3,,.••.......• ett I / 4 ' RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2553-15 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com Summary based on Report 10593-96/1395(2.5 in.long by 0.093 in.shank by 0.222 in.head diameter)siding nails blind nailed into wood studs): Nail withdrawal design load was determined to be 14.6 lb/in.penetration,based on ESR-1539 Table 2,for 0.093"smooth shank nail with 0.42 wood specific gravity. The adjusted fastener withdrawal design value W'=CoW•P=1.6'14.6.2.188=51.1 lb. The tested design fastener load with a factor of safety 3 applied is 21.3 pounds per fastener,which is less than the adjusted fastener withdrawal design value of 51.1 pounds,so to be conservative,the tested fastener load of 21.3 pounds will be used for the calculation. Calculation for 6d siding nail(2 In.long by 0.093 in.shank by 0.222 in. head diameter)blind nailed into wood studs: Using the same timber,but changing the nail length to a 6d siding nail(2 in.long by 0.093 in.shank by 0.222 in. head diameter)yields an adjusted fastener withdrawal design value of 42.0 pounds per fastener Nail withdrawal design value,W=14.6 lb/in penetration; Net Penetration for a 2"nail through 5116"fiber cement,P=1.688" W=Co'W`P=1.6'14.6'1.688=39.4 Ib/fastener). Based on the rationale below,a 6d siding nail can be directly substituted for the 8d siding nod: ”The mode of failure for the 2.5 inch long by 0.093 inch shank by 0.222 inch head diameter siding nails is fastener head pull through the fiber-cement,the head diameter controls the failure,the fid and 8d siding nail have the same head diameter(0.222"),and 2)The adjusted fastener withdrawal design value for the 2 inch long by 0.093 inch shank by 0.222 inch head diameter siding nail is 39.4 lb/fastener,this exceeds the test fastener design load of 21.3lbs/fastener. For the two reasons above,the 6d siding nail blind nailed can directly substitute the 8d siding nail of the same shank and head diameters. Results In Table 2F am used to calculate allowable basic wind speed for the 6d siding nail(2 inch long by 0.093 inch shank by 0.222 inch head diameter)blind nailed into wood studs. • 101 OGAW4 •• ii` iAi •' Itki • � * • • -C) STS O� O),•'• FC0RO FS/0NA� t ' 5 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET 4443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2553-15 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info©jameshardie.com Summary based on Report IC-1034-88(No.has 1.75"long roofing nail blind nailed Into wood studs): The adjusted fastener withdrawal design value,W,Is calculated per NDS-2015: Specific gravity,G=0.42(use the specific gravity of SPF lumber instead of 0.43 for Hem Fir); Nail shank diameter,D=0.120"; Nail penetration depth for 1.75"nail installed on 5/16"fiber cement plank,P=1.438"; Calculated withdrawal design value,W=1380•G(5/2)•D=1380•(0.42)"2.5.0.120=18.9 lb/In penetration; Adjusted withdrawal design value,W=CD•W•P=1.6.18.9.1.438=43.5 lb. The tested design fastener load with a factor of safety 3 applied is 44.8 pounds per fastener,which is larger than the NDS adjusted fastener withdrawal design value of 43.5 pounds. Hence for calculation of allowable basic wind speed,tested fastener load of 43.5 pounds for a No.11 gauge 1.75 inch long roofing nail wit be used. In Table 2G below,the fastener load is held constant at 43.5 lbs/fastener for each plank width,the allowable siding design load is back calculated from the tested fastener design load. Siding design load is equal to fastener design load divided by fastener tributary. Results in Table 2G are used to calculate allowable basic wind speed for the Number 11 gauge 1.75 Inch long roofing nail. Calculation for No.11 ga.1.25"long roofing nail blind nailed Into wood studs: Report IC-1034-88(1.75"long 11 ga.roofing nail)yielded a tested fastener load of 44.79 Ib/fastener with the failure mode being fastener head pull through the fiber-cement. Therefore we know that the fiber-cement fastened blind nailed with a roofing nail is limited to 44.79 lb/fastener. Using the same timber as specified in Report IC-1034-88, but changing the nail length to a 1.25 inches long yields an adjusted fastener withdrawal design value of 28.4 pounds per fastener. Calculated withdrawal design value,W=18.9 lb/1n.penetration; Nail penetration depth for 1.25"nail installed over 5/16"fiber cement plank,P=0.938"; Adjusted withdrawal design value,W=CD•W•P=1.6.18.910.938=28.4 lb/fastener. In this case,the adjusted withdrawal design value is the control factor,since it's less than the tested design fastener load.Siding design load is equal to fastener design load of 28.4 Ib/fastener divided by fastener tributary. See Table 2H below,for the calculated siding design loads for each plank width. Resits In Table 2H are used to calculate allowable wind speed for the Number 11 gauge 1.25 Inch long roofing nail used in a blind nail application. Summary based on Report 1020.88(6d common nail face nailed Into wood studs): The adjusted fastener withdrawal design value based on NDS-2015 is 39.2 pounds per fastener. The tested design fastener load with a factor of safety 3 applied is 60.8 pounds per fastener. The NDS adjusted fastener withdrawal design value of 39.2 pounds Is more conservative when compared against the tested fastener load. Hence for calculation of allowable basic wind speed,the siding design load for a 6d common nail face nailed will be calculated based on the NDS-2015 adjusted fastener withdrawal design value 39.2 lbs/fastener, See Table 21 below for the calculated siding design loads for each plank width using a 6d common. Results in Table 21 am used to calculate allowable basic wind speed for the 6d common nail,face nailed. Calculation for 8d common nail face nailed into wood studs: We would like to use the ultimate test values obtained in report 1020-88,to do this we propose substituting an 8d common nail for the tested 6d common nail. Doing this substitution resolves the disparity between the NDS and tested values on fasteners. Below are the rationale for substituting the 8d common for the 6d common nail used in testing report 1020-88 to achieve the stated ultimate test load of 199 psf,a design load of 66.3 psf: 1)Use the same timber as in the report,but change the nail to a larger 8d common nail(2.5"long x 0.131"shank diameter x 0.281"head diameter); 2)The 8d common yields en NDS adjusted fastener withdrawal design value of 65.8 pounds per fastener Specific gravity,G=0.42;Shank diameter,D=0.131";Net Penetration for a 2.5"nail through two layers of 5/16'fiber cement=1.875"; Withdrawal design value,W=1380"0(5/2)•D=20.67 lb/in penetration; Adjusted withdrawal design value,W=CD•W"P=1.6.20.67•1.875=62.0 lb. 3)The mode of failure for the 6d common nail(report 1020-88)is fastener withdrawal from timber. Since the 8d common nail has a larger bearing area under the fastener head than the 6d common,we can anticipate at least the same fastener put through capacity front an 8d common nail: 6d common head bearing area(head diameter=0.266 inches,shank diameter 0.113 inches)=0.0455 sq inches; •8d common head bearing area(head diameter=0.281 inches,shank diameter 0.131 inches)=0.0485 sq Indies; 4)The NDS adjusted fastener withdrawal design value for the 8d common is 62.0 lb/fastener,this exceeds the tested fastener design load of 60.8 lbs/fastener(for a 6d common In report 1020-88),therefore we can use the ultimate failure pressure of 199 psf to tabulate a design pressure 66.3 psf with an 8d common nail(60.8 lbs/fastener),this will be used to calculate wind design. For the 4 reasons above,the 8d common can be directly substituted for the 6d common used in report 1020-88. See Table 2J for the calculated siding design loads for each plank width. Results in Table 2J are used to calculate allowable basic wind speed for the 8d common nail face nailed into wood studs. Summary based on Report 2149-07-10(CI(8d ring shank box nail face nailed into wood studs): Nail withdrawal design load was determined to be 30lbin.penetration,based on ESR-1539 Table 2,for 0.113"deformed shank nail vAth 0.50 wood specific gravity. Nail penetration depth for 2.375"long nail through two layers of 5/16"fiber cement planks,P=1.75"; The adjusted fastener withdrawal design value W=Co•W•P=1.6"30.1.75=84.0 lb. 1I I I I(ll G A Wq`, The tested design fastener load with a factor of safety 3 applied is 76.7 pounds per fastener,which is less than the adjusted fastener withdrawal design value of dpa�a•Hettpp.rpf., calculation of allowable basic wind speed,tested fastener load of 76.7 pounds will be used. , • " 'i•• �s In Table 2K below,the fastener load is held constant at 76.7 lbs/fastener for each plank width,the allowable siding design load is back calculated from the tested fan i. Siding design load is equal to fastener design load divided by fastener tributary. Results in Table 2K are used to calculate allowable basic wind speed for 8;i ring sh ai •••� • nailed into wood studs. '' a ; 6 • Ist:4.40Y4#0