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177 Pine St. RES19-0079 T1-11 repair S�'''lr%» RESIDENTIAL PERMIT PERMIT NUMBER 'fij RES19-0079 CITY OF ATLANTIC BEACH ;":4-.-, ISSUED: 3/19/2019 800 SEMINOLE ROAD-' ; ATLANTIC BEACH. FL 32233 EXPIRES: 9/15/2019 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: i DESCRIPTION: VALUE OF WORK: 177 PINE ST RESIDENTIAL ALTERATION TI-11 SIDING REPAIR $8000.00 RESIDENTIAL TYPE OF REAL ESTATE 1 ZONING: I BUILDING USE ' SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170635 0100 SALTAIR SEC 03 COMPANY: I ADDRESS: CITY: STATE: ZIP: SUPER SIDERS AND TRIM, INC 65 W. 9th Street Atlantic Beach FL 32233 OWNER: I ADDRESS: I CITY: STATE: ZIP: DUTTER WILLIAM M 1742 OCEAN GROVE DR ATLANTIC BEACH FL 32233-5845 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. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $95.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $47.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.14 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $146.64 Issued Date: 3/19/2019 1 of 2 .Li City of Atlantic Beach APPLICATION NUMBER JS r Building Department (To be assigneddby the Building Department.) 800 Seminole RoadrS1 I - 0d < ci �,. WA � AtlanticPhone(904)Beach,7F -5826 32233-5445Fax 247-5845 (904) �r o;; EE-mail: building-dept@coab.us Date routed: __,.. _ . C4_411 ,___9_______ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM De artment review required Yes No uilding Property Address: � � / A (�E �_`; � q _) V Applicant: cS O (0E. J t (J E-P—S `t- 1(`(tYc Planning &Zoning Tree Administrator _ Project: k EPA(1-&_ ( ( ( ( s t o i tJC Public Works Public Utilities Public Safety Fire Services Review fee $ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ['Denied. ['Not applicable (Circle one.) Comments: BUILD', PLANNING &ZONING ? Reviewed by: Date: 3/�/Q , TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. nNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application OFFICE COPY Updated 10/9/18 s 1.,:c0. 7)-.C if, City of Atlantic Beach Building Department **ALL INFORMATION ..1_:;. fa 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY cnut IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us •^ � ( �7 -1 Job Address: j 7 7 �I r� ST . Permit Number: � ,-�1 � -00 Legal Description 10 llo l6, ' ZS " Z 64«j/r Sec 3 5/Z RE#Coq / 7bb_� O eli, Valuation of Work(Replacement Cost)$ O0 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition I/Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial ❑Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will trees) be removed in association with proposed project?❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: ,, 99 ke r c rn� .10e5 rep ,`,-- T-1-11 �►'�-1,► �aw1G pr-44-On` N� / r1� -SW,/, y. Florida Product Approval# for multiple products use product approval form Property Owner Information Path/- Name a; II 4.0.,i EISIG Address /77 P;rie s'{". City ,I4-I i ' tet iry State PL Zip r zz.,g Phone R,&I V- 0/c7-2W/ E-Mail 1,4--tie s ie %4 A S,1 u )' • he 71— Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company e_r- Side 1r, Qualifyinggent ere ,i-�S Address 27 iJh AJ,ke /`. City '.(J/4Xi, State l Zip rZZe14--- Office Phone DLI - /? '- 3 '3S' Job Site Contact Number LIJ 1‘11'. State Certification/Registration# r155 - �/ E-Mail /"et es-AryrT,;'/Erc ai >iyrin `OArchitect Name&Phone# `J / c J ZEngineer's Name&Phone# J a n Workers Compensation Insurer etyl7_ OR Exempt❑ Expiration Date 4�z P.. d a N Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or instalgiEhes- z ti.i commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws re�a ibi g8 00 et construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,Lblia et 0 WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requiremsZ t sZ permit,there may be additional restrictions applicable to this property that may be found in the public records of this co y`,' a there may be additional permits required from other governmental entities such as water management districts,state agielcW ks, F- C� Z federal agencies. O W OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance tihQl W W applicable laws regulating construction and zoning. W a m ; t0 w WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIC •F COMMENCEMENT nl r wl w RESULT IN YOUR PAYING TWICE FOR IMPROVEMEN . 0 YO • P' i PERTY. IF YOU I JITEND W LC TO OBT/1IN FINANCING, CO SULT WITH YOUR LE 1DER ORA A ORNEY BEFORE cc RECORDI G YOUR NO E_O i A M NCEMEN r Ai (Signature o Oir (Signature of Contractor) Si d and sworn to(or affi �-.)befor:Ak-,e t s day of ed and s orn to(or ,ffirm:•) .efore me this day of ��'y .;" � .7LilG� i _ t l ?, '�zo ( '4Y ft r-eiu �.M, AiMIIII -- .� r N-0 ierialure of No,��/ il ill 4-; 'ik TONI GINDLESPERGER ersonally Known OR I,,,,,,;,F-36',;;;„, TONIGINDLESPERGER 1. fi ersonally Known OR 1 , `_ MY COMMISSION#FF924951 i ;,-;:p1:::' =_ MYCOMMISSION#FF92951 Producedldentificatio �.,; .` EXPIRES:October 6,2019 [ ]Produced Identification I [ )EXPIRES:October6,2i9 i Fended 7hm Plo'ary Publ cUrtder+�rte sT e of Identification: ) TypeofIdentification: _ypR777--h4:—.7,7..a. .7,:ry( h,,L„Jeiw filers �•n Pe Y-ni Res /F - 0079 OFFICE COPY NOTICE OF COMMENCEMENT State of Ple)fri Tax Folio No. County of uWaI To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: /d /10—Tis .2c?E q//a1P' S S /Z Lo-/-- 4, 77 / - Address of property being improved: / 7'7 General description of improvements: ,r`' T l sell S11/.45/ att!/ , Lett/ DyDP' "T► -ll / Owner: gt 11 44 ddress: d 7 7 / ✓.e Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: rj/,i1) p•Q((C��c� Address: Z7oz� c' - I2rr ,i' /�,� iDr �i4 �C, pt, r Telephone No.: 940/-1/7-e"J��� Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from thfiYxec Ct 't 15�fC PARk dent`y ate is specified): .''- <- • • ,r 6 "119 ':F of 4PO Bonded Thru Notary Public Underwriters Doc#2019052244,OR BK 18711 Page 1746, OWNER C Number Pages:1 / �, a Cy Recorded 03/07/2019 01:10 PM, Signed: /CQ.t2t Date: 4/ RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Before me this da of if t, L in the County of Duval,State CCOUNTY COTDING $10.00 Of Florida,has personally appeare: � .� • Notary Public at Large,State of Florid my•,div. My commission expires: Personally Known: t e. • 11111" or Produced Identification s11\1 OFFICE COPY 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 15- 0122.04. 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-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. ,. HardiePlank I L . Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS- PRIMED&COLORPI_US' PRODUCTS Visit -•for the most recent version. SELECT CEDARMILLC•SMOOTH •CUSTOM COLONIAL'"SMOOTH • CUSTOM COLONIAL' ROUGHSAWN CUSTOM BEADED CEDARMILLC• 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 APPUCATION 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 HZ10®PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY TO DETERMINE WHICH HARDIEZONE" APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE&HANDLING: D CUTTING INSTRUCTIONS Store flat and keep dry and covered prior C&JTDOORS INDOOFG to installation.Installing siding wet or 1.Position cutang Mien so 1W wind will bb,vdustaeyfrom use• 1.Cut only using score and snap.or shears(manual.electric or pneurnaic). saturated may result in shrinkage at but aid others in working area 2.Posiion cutting station in well-ventilated area Dints.Carryplanks on edge. Protect 2.use Meet the town, ntl>ods: I a Best: i.Score and snap edges and corners from breakage.James t.9tears'Manua,elecbt or pneumatic) -NEVER use a power saw indoors Hardie is not responsible for damage b.Better: i.Dust reducing circular saw equipped wth a -NEVER use a circular saw Made that does not cavy the Haciethade saw Made tadamak caused by improper storage and handling NardieBlade'saw bade and:-EPA vacuum euraction -NEVER dry sweep-Use wet suppression or NEPA Vacuum of the product. C.Good. i.Dust reducing orcula in saw wa Harke6ad ' e saw blade (oily re for low b finder*cutting) Important Note:For maxirrum oroteciort lowest respirable dust production),Jarres Fade reconurends*rays sang Best treicuttng malteds where few. { - NIOSH-arquoied respirators can be used in cmjurwbn urih above cutting practices to fuller reduce dust apps res.Adtlronal exposure information is availabe F E t �.r('� at xivw.pmmesltardw cpm to help yw determine the inost appropriate cutting method for your job requirements.If concern sill edsts about exposure levels or pu •-...-_:-.- --.. -4- - do not comply with the abate praOices.pu slntdD always consult a qualified industrial hygienist or contact Janes Hardie fa tether infamaticn. suetr;s GENERAL REQUIREMENTS: • HardiePlank`lap siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.or directly to minimum 7/16"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.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 housewrap,which complies with building code requirements. I • 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 the first 10'. Figure 1 Double Wall Single Wan • 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 sta lliing water water-resistxe barrier let-n bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. Plywood a \ o.c.max. 1 • For larger projects,including commercial and multi-family projects,where the span of the osnsneath"'g wall is significant in length,the designer and/or architect should take into consideration the ' "z,::--...-- 1— coefficient of thermal expansion and moisture movement of the product in their design. ,` _ _ .. il These values can be found in the Technical Bulletin"Expansion Characteristics of �` -�' James Hardie'Siding Products"at www.JamesHardie.com. t `/ I • DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie`Products. /A' / ' r INSTALLATION: JOINT TREATMENT .// " Figure 2 Nod line al nail 1.' ' One or more of the following joint treatment options tine is not A dud i .� r are required by code las referenced 2009 IRC � l present place -`� \��--� �,; 8703.3.2) 1MI fastener r ? - — between 3y4^ �//: A.Joint Flashing(James Hardie recommender) - - &r from tap 'i ' wxer- 8.Caulking`(Caulking is not recommended resistive '� of plank) %r / loam Nail Mr Iron for ColorPlus for aesthetic reasons as the ' dale of park //' Caulking and ColorPlus will weather ,;1 /j differently.For the same reason, f l;:,g — , , ' wale "� do not caulk nail heads on . ColorPlus products.) `HaaePiaZik''Sding /. fastener C."H• jointer cover Instal a t 1/4'stater Sine to nsa!PlarNs a �':- ', ensure a consistent otank angle moderate contact at butt .ints leave appropriate gap between planks and trim.then car k^' Note:Field painting over caulking may produce a sheen difference wisest compared to the field painted PrimePlus. 'Refer to Caulking section in these irstructions. 'For additional information on HardieWrap'Weather Barrier,consult James Hartle at 1-866-4Hardie or vnvw.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST .tames(fade=prwucts suntan respirable crystalline s ice.finch is known to tie State of California to cause cancer and is co'sicered by lARC and NOSH to be a cause of cancer ham some rccspahoral sources. Breathing excessive amounts of respirable siica dust can also cause a dlsbing and patentee,/fatal ung dsease cated sreasis,and has been lofted with other diseases. Some studies sowt smoking may increase these Asides. Duriry instal anion or handing:f1)wench outdoor areas with arrrileventitation:12)cue'ibef cement shears for curring or.where net feasbe,use a Hadietlade saw blade and dust-reducing circular saw attached to a HEPA vanwrlm,(3)vurm othe's in the immediate area(4)wear a property-filed.405-armored dust mask or respirator leg.N-95)in xcadance with appkceble nrvwnmani rrnmMunc and manufx•b,rw incln,rtinnc In 6,rthar limit raenaahW 61 Fa armor nm aurin rlaan-,m is Nnn?,nn],,mc nr wort rloan,,n mattvvrc-rano,dry cwaan Inn fn-tnar'nfmmatinn roar Ii1 . CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs,Path,Steps to Siding Arc - g � As required Z-Flashing � 1 � ii, (.,;°1' `� by 1RC code 11 �� .;,�(,�J min 4.,x 4„ 1111110:410 �✓/ Min.'/." Do not caulk, 1 / M .1"-2" r'P. ,�4 /11 I i fir, Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Y1 f '--___________ / L-Flashing ill Z Flashing Z Flashing --__ ��� Z Fl.shing Mj� \/. _2, r:a / Min.1/4" Co.0_ w ...#7.-::;? . 6n 1" ‘ ' / Min.''/z" n.'/4" Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension (Recommended in HZ10) / . ZF1. r r 1,<: ,.#i�r i �` Min.44caulk. _.....,.., :., r r ., ........, ,, . \ -4„if \ \ \ ____,_ FASTENER REQUIREMENTS ** I Blind Nailing is the preferred method of installation for HardiePlanklap siding products.Face nailing should only be used where required by code fa 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 may be done for aesthetic purposes Only.Pin-backs shall be done with finish nails only,and are not a substitute for blind or face nailing. BUND NAILING FACE NAILING Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09"shank x 0.221"HD x 2"long) ' •6d(0.113"shank x 0.267"HD x 2"long) •11 ga.roofing nail(0.121"shank x 0.371"HD x 1.25"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"long x 0.375"HD)Screws must •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8"long s penetrate 3 threads into metal framing. 0.323"HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfasf nails or equivalent(0.10"shank x 0.313"HO x 1-1/2"long) •Er&F pin or equivalent(0.10"shank s 0.25"HD x 1-1/2"long) Nails must penetrate minimum 1/4"into metal framing. Nails must penetrate minimum 1/4"into metal framing. OSB minimum 7/16" OSB minimum 7/16" •11 ga.roofing nail(0.121"shank x 0.371"HD x 1.75"long) ' •Siding nail(0.09"shank x 0.221"HD x 1-1/2"long)" •Ribbed Wafer-head a equivalent(No.8 x 1 5/8"long x 0.375"HD). 24" — �—•j Stud '4- Figure 15 Figure 16 s'"�\ -*---------0.C.max .`_L .. ---' o.C.max �, ___---------- . .. WilliiiiiMinimum overlap I mor ——` t 1/4•min. �_� , ""` ` Rai Line G, i -for Both Face and Blind Nailing ,, , `--- I I _3 14'-1' --c - - overlap ap j r . l � inci/Nail tj min.11/4" L overlap . . . f _ rl (rl -. r I lace nal t.. Water Resistive _ - water-resistive 1 Ira'min Barrier --__---. barrier Overlap ----- Laminate sheet to be removed immediately after installation of each course for ColorPlus6 products. .117/0 GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel. James Hardie products can be hand nailed or fastened with a pneumatic tool. Electro-galvanized are acceptable but may exhibit premature corrosion. Pneumatic fastening is highly recommended. Set air pressure so that the James Hardie recommends the use of quality,hot-dipped galvanized nails, fastener is driven snug with the surface of the siding.A flush mount James Hardie is not responsible for the corrosion resistance of fasteners. attachment on the pneumatic tool is recommended. This will help control the Stainless steel fasteners are recommended when installing James Hardie depth the nail is driven.If setting the nail depth proves difficult,choose a products near the ocean,large bodies of water,or in very humid climates. setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer-Does not apply for installation to steel framing). Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products.Fasteners used to attach �•� countersunk: HardieTrim Tabs to preservative-treated wood shall be of hot dipped �� :` fill&add nail zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush ` DO NOT DO NOT R317.3 or 2009 BC 2304.9.5. under drive nails staple Figure A Figure B p • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads, PAINTING • NOTE:Published wind loads may not be applicable to all areas where Local I DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie. Building Codes have specific jurisdiction.Consult James Hardie Technical Products.James Hardie products must be painted within 180 days for primed Services if you are unsure of applicable compliance documentation. product and 90 days for unprimed.100%acrylic topcoats are recommended. • Drive fasteners perpendicular to siding and framing. Do not paint when wet.For application rates refer to paint manufacturers • Fastener heads should fit snug against siding(no air space).(fig.A) specifications.Back-rolling is recommended if the siding is sprayed. • Do not over-drive nail heads or drive nails at an angle. CUT EDGE TREATMENT • 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 Caulk,paint or prime all field cut edges.James Hardie touch-up kits are hammer(For steel framing,remove and replace nail), required to touch-up ColorPlus products. • NOTE:Whenever a structural member is present,HardiePlank should be fastened with even spacing to the structural member.The tables allowing CAULKING direct to OSB or plywood should only be used when traditional framing is For best results use an Elastomeric Joint Sealant complying with ASTM C920 not available. Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM • Do not use aluminum fasteners,staples,or clipped head nails. 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. 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 HarcfePlank'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 Hartle 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 Lin>ited 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,dirt,or mildew •Repriming is normally not necessary •100%acrylic topcoats are recommended •DO NOT use stain,oil/alkyd base paint.or powder coating on James Hardie'.Products. •Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature •DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section /i/ >04 COVERAGE CHART/ESTIMATING GUIDE Number of 12'planks,does not include waste COVERAGE AREA LESS OPENINGS HARD IEPLANr LAP SIDING WIDTH SO 5114 6114 71/4 71/2 8 8114 91/4 9112 12 (1 SQ=100 sglt.) (exposure) 4 5 6 6114 6 3/4 7 8 81/4 10 3/4 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 12 300 240 200 192 178 171 150 150 112 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 18 450 360 300 288 267 257 225 225 167 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. IRECOGNITION:In accordance with ICC-ES Evaluation Report ESR•2290,HardiePhnkt&lap sing is recognzed as a suitable alternate to that specified in the 20062009,&2012Irtemational Residential Code fa One- and Two-Family Dwellings.and the 2006.2009,&2012 Intematicnat Balding Code,.HarcieP1aik lap siding is also recognized fcr applicaticn in the following:City of Los Angeles Research Report No.24862 State of Florida listing FLI/889,Dade County.Florida NOA No.02-0729.02.U.S.Dept d NUD Matenals Release 1263c.Texas Department of insurance Product Evaluabon EC23.Gly of Nes Yak MFA 223-93-M.and Caiifaria DSA PA-019.These documents should also be consulted foradditonal intonation concerning the suitabify of this product for specific appicakens. (b 2013 James Hardie Building Products,A9 rights reserved. Additional Installation Information, Jm SM.and®denotrademarks a registered trademarks of James Hardie TechrolbgyLimited.a:isaregisteredlademark Warranties,and Warnings are available atJamesHardie of James Hardie Tedkno1ogy Limited. www.jameshardie.com Panelfast is a registered trademark of ET&F Fastening Systems,Inc. RONALD I.OGAWA ASSOCIATES,INC. 5801 WARNER AVENUE,#376 HUNTINGTON BEACH,CA 92649 714-292-2602 714-908-1815 FAX PROJECT:RIO-2300-11 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 - info@jameshardie.com PROJECT RIO-2300-11 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 1, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 2A THROUGH TABLE 2N, ALLOWABLE DESIGN LOADS BY PLANK WIDTH 4-8 DESIGN WIND LOAD PROCEDURES 9-54 TABLE 3,COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 9 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 10 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 10 TABLE 6,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 10 TABLE 7,ALLOWABLE WIND SPEED(MPH)FOR HARDIEPLANK SIDING 11-54 LIMITATIONS OF USE 54 AS PRODUCT EVALUATOR,THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10,THE 2010 FLORIDA BUILDING CODE,AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: f#,,,,,,,,,,� �,�� 06AWq'''--. RONALD I. OGAWA&ASSOCIATES, INC. ��'� 4' - 5801 WARNER AVENUE,#376 •' �G�N8 i HUNTINGTON BEACH, CA 92649 - ' �'+�4 714-292-2602 ( 714-908-1815 FAX A W 70 •. "LOR PIT FSS10N.... Page 1 of 54 RONALD 1 OGAWA ASSOCIATES,INC. 5801 WARNER AVENUE,#376 HUNTINGTON BEACH,CA 92649 714-292-2602 714-908-1815 FAX PROJECT:RIO-2300-11 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jamesh and ie.com EVALUATION SUBJECT. HardiePlank®Lap Siding +` James Hardie Product Trade Names covered fn this evaluation: Of OGAW �� HardiePlankm Lap Siding,Cemplank0 Skiing,Prevail,.Lap Siding its �'.••"" !4 e EVALUATION SCOPE: r ' 4V� ASCE7-10 .hit ,!i: 2010 Florida Bulkling Code /) w 2012 International Building Code® O/ .•�4r$1A ,, EVALUATION PURPOSE: �"' `rS/ONAt-`crrr', 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.Report10593-96/1395(ASTM E330)Transverse Load Test,5/16"Thick by 7.5 inch vide 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 825 inch wide HardiePlank Lap Siding installed on 2X4 Doug-Fir-Larch wood studs space at 18 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 HardiePlank Lap Siding installed on 2X4 Doug-Fir-Lards 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,5116'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 6330)Transverse Load Test,5/16"Thick by 8.25 inch wide HardiePlank Lap Siding installed on 2X4 Spruce-Pine-Fur wood studs space at 18 inches on center with a 0.092 inch shank by 0.222 inch head diameter by 2.5 inch long galvanized siding nail 9.Intedek Testing Services,Inc.Report 3166993MID 004(ASTM E330)Transverse Load Test,5/16"Thick by 8.25 inch wide HardiePlank Lap Siding installed on 2X4 Spruce-Pine-Fir 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 10.Ramtech Laboratories,Inc.Report 11149/1554(ASTM E330)Transverse Load Test 5116'Thick by 6.25 inch wide HardiePlank Lap Siding installed on 20 gauger natal studs spaced at 16 and 24 inches on center with ET&F knurled pin fastener 11.Ramtech Laboratories,Inc.Report 11149/155413(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 inches on center with ET&F knurled pin fastener 12.Ramtech Laboratories,Inn.Report 11149/1554A(ASTM E330)Transverse Load Test 51'16"Thick by12 inch wide HardiePlank Lap Siding installed on 20 gauge metal studs spaced at 16 and 24 inches on center with ET&F knurled pin fastener 13.Ramtech Laboratories,Inc.Report IC-1035-88(ASTM E330)Transverse Load Test 5/16"Thick by 9.5 inch Hardiplank Lap Siding Installed on 20ga Metal Stud Spaced 16 Inches on Center With No.8 X 1-1/4"long X 0.375"head diameter ribbed wafer head screws Page 2 of 54 RONALD I.OGAWA ASSOCIATES,INC. 5801 WARNER AVENUE,#376 HUNTINGTON BEACH,CA 92649 714-292-2602 714-908-1815 FAX PROJECT:RIO-2300-11 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table 1,Results of Transverse Load Testin _ _• _ Thickness Width Frame 3 r a o�. Report Number Test Agency Frame Type Spacing Fastening Method Fastener Type -F y rn>o'r 'v a (m) (in.) (in.) ?a a'R a '-$ a 5 tJ L LL 10593.96/1395 Ramtech 0.3125 7.5 2X4 vood W-Fir 10 blind nail through top 0.093"shank X 0.221 HD -92 -30.7 0.694 -21.3 edge of plank X 2.5"long galv.Siding nail IC-1034-88 Ramtech 53125 9.5 2X4 wood Hem-Fir 16 blind nail through top 1•l0.11 ga.X 1-3/4"long .146.6 -46.9 0.917 -44.8 edge of plank Roofing nail IC-1020-88 Ramtech 0.3125 9.5 2X4 wood Hem-Fir 16 face nail through 6d common -199 j-66.3 0.917 -60.8 plank overlap - face nail through 8d ring shank box nail0"H, 2149-07-10(C) Ramtech 0.3125 8.25 2X4 twat Doug-Fir-Larch 16 plank overlap 0.113"shank X 0.26D -296 -98.7 0.778 -76.7 X2.375"L 2149-07-10(E) Ramtech 0.3125 8.25 2X4 wool Doug-Fir-Larch 16 face nail through 0.092"shank X 0.221 HD -253 -64.3 0.778 -65.6 plank overlap X 2.5"long galv.Siding nail 2341.08-c6 Ramtech 0.3125 8.25 2X4 wood Doug-Fir-Larch 16 face nail through 0.092"shank X 0.227'HD -165 -55.0 0.778 -42.8 plank overlap X 2"long gaN.Siding nail 2149-07-10(F) Ramtech 0.3125 8.25 2X4 wood Spruce-Pine-Fire 16 plank overlap X 25"long gab.Siding nail -168 -56.0 0.778 .43.6 t I face nail through 0.092"shank X 0.222'HD 3166993MID-004 Intertek 0.3125 8.25 2X4 wood Spruce-Pine-Fire 18 face nail through 0.092"shank X 0.227'HD 143.4 -47.8 0.778 -37.2 plank overlap X 2"long gab.Siding nail face nail throughET&F 0.100'knurled 11149/1554 Ramtech 0.3125 6.25 2X4 20 gauge metal studs 16 plank overlap shank diameter x 0.250" -317 -105.7 0.556 -58.7 HDx1.5'long face nail through ET&F 0.100'knurled 11149/1554 Ramtech 0.3125 6.25 2X4 20 gauge metal studs 24 plank overlap shank diameter x 0.250' -173 -57.7 0.833 -46.1 HD x 1.5"long blind nail through top &F 0.100'knurled 11149/15548 Ramtech 0.3125 8.25 2X4 20 gauge metal studs 16 edge of plank shank diameter x 0.313" -64 -21.3 0.778 .16.6 HDx 1.5"long blind nail through top ET&F 0.100"knurled 11149/15548 Ramtech 0.3125 8.25 2X4 20 gauge metal studs 24 edge of plank shank diameter x 0.313" -50 -16.7 1.167 -19.4 HD x 1.5"long face nail through ET&F 0.100"knurled 11149/1554A Ramtech 0.3125 12 2X4 20 gauge metal studs 16 plank overlap shank diameter x 0.250" -151 -50.3 1.194 .60.1 HDx 1.5"long _ ET&F 0.100'knurled 11149/1554A Ramtech 0.3125 12 2X4 20 gauge metal studs 24 face nail through shank diameter x 0.250" -81 -27.0 1.792 -48.4 plank overlap HD x 1.5"long blind nail through top No.8 X 1-1/4"long X IC-1035.88 Ramlech 0.3125 9.5 2X4 20 gauge metal studs 16 edge of plank 0.375"head diameter -169.2 -56.4 0.917 -51.7 ribbed wafer head screw 1.Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2 HardiePlank Lap Siding complies with ASTM C1186,Standard Specification for Grade II,Type A Non-asbestos Fiber-Cement Flat Sheets. For Table 2A to 214 the designs loads will be calculated by proportioning the tributary area to each fastener,thereby design load to each fastener will be kept constant. By doing so,the allowable design load for various HardiePlank widths and stud spacings willbe determined. t+. \OGA{4 +++ Q\- A $. :'.',CENSE'-.- N. ;, ee I. I V a. , V7Alr'Of , 1. r sS10NA``9r,r ' ' Page 3 of 54 RONALD I.OGAWA ASSOCIATES,INC. _ 5801 WARNER AVENUE,#376 HUNTINGTON BEACH,CA 92649 714-292-2602 714-908-1815 FAX PROJECT:RIO-2300-11 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com Table 2A,Allowable Design Loads Based on Constant Fastener Load,0.093"Shank X 2.5"L siding nail,W-Fir Studs,fasteners concealed(blind nail) Check for results using 7.5 inch plank values from Report Number 10593-96/1395. The following example will demonstrate the basic analysis: Design load=ultimate failure loact/FOS=-92psf/3=-30.7psf Effective tributary=((plank vAdth exposed to weather X stud spacing)1144)=((7.5-1.25)X 16)/144=0.694 sq.R Fastener load=design load X tributary area=-30.7 X 0.694=-21.3 pounds Calculated allowable design load=fastener load tested condition divided by area tributary for the condition to be calculated m� vq ry, 'O:ice-4 rn U (- - (n y e C N C V U m 9 p N yi Ni ft -0 _0 N(n HardiePlank Wictth(Inches) 01 0- ."_ ^'a m-" -- w o. 1-U 7 w A- W it a(]�. LL c t_- W tY 5.25 16 0.4444 -47.92 -21.30 24 0.6667 31.94 6.25 16 0.5556 -38.33 -21.30 24 0.8333 -25.56 7.25 16 0.6667 -31.94 -21.30 2 1.0000 -21.30 7.5 -92 16 -0.6944--30.67 -21.30 24- 1.0417 -20.44 8 16 0.7500 -28.40 -21.30 24 1.1250 -18.93 8.25 16 0.7778 -27.38 -21.30 24 1.1667 -18.25 9.25 I 16 0.8889 -23.96 -21.30 24 1.3333 -15.97 9.5 16 0.9167 -23.23 -21.30 24 1.3750 -15.49 12 16 1.1944 -17.83 -21.30 24 1.7917 111.89 Table 28,Allowable Design Loads Based on Constant Fastener Load,No,11ga.Roofing nail 1-314"L,Hem-Fir Studs,fasteners concealed(blind nail) Check for results using 9.5 inch plank values from Report Number IC-1034-88. Design load=ultimate failure load/FOS=-146.6psf/3=-48.9 psi Effective tributary=((plank width exposed to weather X stud spacing)/144)=((8.25.1.25)X 16)/144=0.9167 sq.ft. Fastener load=design load X tributary area=-48.9 X.9167=-44.79 pounds Calculated allowable design load=fastener load tested condition divided by area tributary for the condition to be calculated c m m x a co ., n Q` '6 a- w o forput}lra`irs,,•gyp O d 0.N 'a a- i J • ¢,^� 0> a, d 4114' \ OGAWA A (n W 1j ro$ OI n)w 'F 4 �1 N C£ J ill V 2, N N 7 U �1] 'y C1 `,�� lam•.•• '• HardiePlank Width(inches) F cj ip` w 1= a a'a ti a in.`-� w t`- R p `� :•��C�N$�% 5.25 16 0.4444 -100.79 -44.79 24 0.6667 -67.19_ _ 6.25 16 0.5556 -80.63 -44.79 24 0.8333 -53.75 -); twe� ; ' ��i 7.25 16 0.6667 -67.19 -44.79 24 1.0000 -44.79 7.5 16 0.6944 -64.50 -44.79 24 1.0417 -43.1X) ta - \ � ?4C s� 8 16 0.7500 -59.73 -44.79 24 1.1250 -39.82 x.q� * W C 8.25 --- --- 16 0.7778 -57.59 -44.79 24 1.1667 -38.40 t 3/r�•�.�•• 'ton1� w J,l,�\\� 9.25 16 0.8889 -SD.39 -44.79 24 1.3333 -33.60 =F�S'"'••••"' ...,c, ,t 9.125 -146.6 16 16 1.1 44 167 48,0750 -44.79 24 1.3750 79107 28.00 '•,�IOHAk-�,,r(' Adjusted fastener load based on NDS-2005. For use In all calculations concerning adjusted fastener withdrawal design and calculation,the adjusted withdrawal design value,W,is calculated based on a wind/seismic load duration factor of CD=1.6 applied to the withdrawal design value W. When nail shank,D,S 0.099 Inches buts 0.375 inches we use the following NDS-2005 equation to tabulate adjusted withdrawal design value,W: W=CD•1380'0(5/2)•D'P G=specific gravity CD=load duration factor(in this case wind and seismic)=1.6 D=diameter,inches P=fastener embedment In Table 2c,the fastener length is shortened from 1.75"to 1.25'. Report IC-1034-88(1.75"long I l 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 knowthat 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 30.1 pounds per fastener(at 0.43 s.g.and shank 0.120"W-20.1lb/in penetration,W•CD 1.6=32.1 lb/inch penetration,Net Penetration for a 1.25"nail through 5/16'fiber cement=0.938",Calculated load=32.1 Ibfin•0.938 in=30.1 lb/fastener).Siding design load is equal to fastener design load,in this case 30.1 lb/fastener,divided by fastener tributary. See Table 2c below,for the calculated skiing design loads for each plank width. Results in Table 2c are Page 4 of 54 RONALD 1.OGAWA ASSOCIATES,INC. 5801 WARNER AVENUE,#376 HUNTINGTON BEACH,CA 92649 714-292-2602 714-908-1815 FAX PROJECT:RIO-2300.11 • JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 infolo�Jameshardie.cotn 'sj4 `emsQ..w• y "�" _2012 IBC 2010 FBC_. 20T2 IBC 2010 FBC n ` Allowable,Ultimate Allowable,Nomina J'i s L Design Wind,Speed, Design Wind,Speed, )i 4 t 3-second a ust m II 3-second.ust m h �} l• Applicable to methodsI. Applicable to methods 'f• lijs / specified in12012 IBC, t ! j specified In Exceptions 1 A 2010 FBCI lereennthrough 3 of f20121BC, %1 , FLONO,./`t,S it11609.1.1.es determined by 2910 ESC(Section =, As'•........ .� 11 (2012180,2010FBcj '''sr/ONMe .1,.... rt Wigures ex losre catego Wind exlws uelcate9ory Sidingoenidenls used In Table 6 calculations for V,0 Product Stud Buildinglebl e Width Fastener Fastener Frame ur Product "thickness . Spacing Height}n C D B Oeslgn (inches) Type Spacing Type Load (inches) (Inches) (feet) _ (PSF) Exp Etcling!Exp 0- 5 ��NIZal __- _121 .-.110 �� ' -n`e0 n1L7 ®� _ 118 108 MICEEMKEIII 09 100 0�' ® 0.16 ® 173 11111=110231EIZINI 115 106 Imo 0.94 1.12 0.05 1.4 0.10 No.11 ga MEM173loninggagaggli Wan NE:14:111LJ111tEl 0.85 1.4 0.18 X 1-3/4" 2X4 11.0111 169 ,�" ®®*cl11 '1J i 1j (] 0.85 -1.4 0.18 HardiePlank 1,1!I3 long wood 24 IMICEINETIIIIEEMERIINEM KIES Ern)�' ® 0.85 -1.4 0.18 Rooting Hem-hr 111/11111110011111111MIKEllN'• 1081.EMEDIflig3NUREM 0.85 -1.4 0.18 nail ME1111111E1111111E111111K1IIRM®i � C. IIKI - ® 0.85 -1.4 0.10 ®111EIMl ®®m 98 IMIralimii®inn 0.85 -1.4 0.18 60 r igii 126 121 105 : 43 0 0.85 1.13 1.31 0.85 1.4 0.18 100 108 100 09 -43.0 0.99 1.26 1.43 8>60 0.85 18 018 -_--_._ � 1 �MM�II� cc-� IIGEN '® ' 6560 El IM® 0.18 MEN ® iMEECIM '� '®' I 0.85 1.4 0.10 I _ -I_ I I�';]® 0.85 1.4 0.10 No.11 ga. 111.011111111171111111ElleliEllumiiiiiraililini 39.8 11131111113 an 0.85 -1.4 0.18 X 1-3/4" 2X4 ® ' /111111171 -39.0 . ]11M11 0.85 -1.4 0.18 HardiePlank 5/16 3 long wood 24 mem®j .: �� 0.85 1.4- 0.18 Roofing - Hem-fir Minfilliiraillitigill mai liFf11111711minim 11111311 0.85 -1.4 0.18 na8 IiiirEMI IlilaM MEM®I rc �'�N] 0.85 -1.4 0.18 ® m111011M011 �r''� ®111111 0.85 -1.4 0.18 Illaim ® �121 a 94 -39.8 0.85 1.13 1.31 0.85 14 0.18 .-_ _ __ rr 1E© .__ 104_ 80 -398 0.99 1.26 1.43 h>60 0.85 18 0.18 - KE11®® uJ 1111MIIICEIIIIIIIIIIMII Mil ��ii'�� inrr �� ® B 0.85 -IA 0.18 1 4 618 0.85 No.11 ga. ��� m1111176.1 ,® 0.98 LEI 0.85 -1.4 0.18 X1.3/4' 2X4 `ci�m�®�mm���i 0.85 -1.4 0.18 HardiePlank 5/16 8.25 long wood (11♦ KEN® r►inuairram.�]�.- 0.85 -1.4 0.18 Roofing Hem-fir 11110i ' iIENIm!� �____ I- 0.85 -1.4 0.18 nail �'_� 152 �IIIIIIIT�� '' icni®'' 0.85 -1.4 0.18 150 130 EKE 1130311111171012111 10/111E3 U1119®111a 148 IlaniptiMMIMMTEIKElli IiisamiRia 1.13 ® IIIIMIISKICSEI �r r . ® m " 0.99 1.26 IE61]I30tI '-- - _ 0-15 0mom- r � imam 6080 0.65 I 4 .18 20c ®® r1' K. '' �.'�KMMi. J 0 0.85 -1.4 0.18 25 153 ®®©�0®10/ ® 0.85 -1.4 0.18 _ NO 11 ga. 30IMIKE 1113E1111111:1111121111111M1111106111 0.98 113113 0.85 -1.4 0.18 X 1-3/4" 2X4 35 �r'' aUIJa KliEVIEL1INEM MEM ldl11®' ®' 0.85 -1.4 0.18 HardiePlank 5/10 9.25 long Blind nail hood 24j, 46 Mal �iE© �� ® 0.85 -1.4 0.18 Roofing Hem-fir 1. 144 WIMEIMMIDINIMIEszillitgiaEM0.85 -1.4 0.18 nail MiEni 142F E I `�` ICE11111311® 0.85 -1.4 0.18 ®IIIIIIIIIIEIBI® I $� �.['�' i®II 0.85 -1.4 0.18 60 . 120 107 :. lffil 0.85 1.13 1.31 0.85 -14 018 100 -102 89 • 0.99 1.26 1.43 6060 0.85 1 8 0.18 -s�.�.- -,-. ___-_._ _.._ _.__. ��� ���m � h580 0.85 1.4 0 18 MEilll Illin111rc lI Ii.1 0.85 -1.4 0.18 No.11 9a. ®�rIMiliEN rs gui I'�' ® 0.85 -1.4 0.18 o1 1-3/4" 2X4 j. pin ffa, TJ 98 =� 0.98 I I 1 0.85 -1.4 0.18 X :° ® 89 wimmiIII� 1 0.85 -1.4 0.18 HardiePlank 5116 9.5 long Blind nail wood 24 m��mazimLMI®' ® 1 0.85 -1.4 0.18 Roofing Hem-firKINIm®moi [ (mj 1 0.85 -1.4 0.18 nail VIII NB ISIBER*Tr: 86 NEM 0.83 ® I 1 0.85 -1.4 0.18 INT• 119 *� .+ IIaM 60 136 118 110 106 92 85 -32.8 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 113 100 94 87 77 73 -32.6 0.99 1.26 1.43 0.60 1 0.85 -1.8 0.18 Page 17 of 54