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HomeMy WebLinkAbout105 Newport Sq - BR17-002834 - SIDING & SHEATHINGtt ' '.. CITY OF SANFORDHiIa< 2 5 2017 ;? BUILDING & FIRE PREVENTION F PERMIT APPLICATION Application No: Documented Construction Value: $ 5,300 Job Address: 105 Newport Sq Sanford FI 32771 Historic District: Yes No Parcel ID: 33-19-30-508-0000-0740 Residential ® Commercial Type of Work: New Addition Alteration © Repair Demo Change of Use Move Description of Work: Replace exterior siding including wall sheathing and moisture barrier. Plan Review Contact Person: Chet Darby Title: Phone: 386-956-0463 Fax: 844-385-6767 Email: chet@flbuilt.com Property Owner Information Name Bonnie Moore Phone: 386-561-1664 Street: 420 Wilson Dr Resident of property? City, State Zip: Sanford Fl 32771 Contractor Information Name Florida Building Services Phone: 386-956-0463 Street: 1383 Freeport Dr City, State Zip: Deltona FI 32725 i Name: J Street: City, St, Zip: Bonding Company: Address: Fax: 844-385-6767 N State License No.: CGC-1521961 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: 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. Application is hereby made to obtain 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 standards of all 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. Acceptance of permit is verification that I will notify the owner ofthe property ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exce actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing i be done in compliance with all applicable laws regulating col Signature of Owner/Agent Date Print Owner/Agent's Name Signature ofNotary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID zoning. Chester Darby President Print Cl tractor/Agent's Name Signature of Notary -State of Florida and that all work will ANNETTE BLAND Notary Public . State of Florida COMMission # GG 060623 My Comm• Expires Jan 16 22018 o Me or Tvve of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No fly-11-iwe]aIhCg] ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures. of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: 5F Io• Z - 17 Revised: June 30, 2015 Permit Application All", III Florida Building Services For All Your Building Needs Certified General Contractor CGC-1521961 1383 Freeport Drive Deltona, FL 32725 Proposal For: 105 Newport Square To: Bonnie Moore Office: 844-327-2858 Cell: 386-956-0463 Fax: 844-385-6767 Email: chet@flbuilt.com Date: 09/22/2017 We propose to perform the following services to the above listed property Labor to replace exterior siding of residence including plywood sheathing, moisture barrier and siding material THANK YOU FOR YOUR BUSINESS! Please sign and return to indicate acceptance Signature Date 5,300 i I t111 lt11! 1t1t1 t1111 If l 11111 till il 1 THIS INSTRUMENT PREPARED BY: Name: Florida Building Services Address: 1383 Freeport Dr. Deltona, FL 32725 NOTICE OF COMMENCEMENT Permit Number: , 1 a -7 Parcel ID Number: 33-19-30-508-0000-0740 GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8993 is 1148 (1P3s) CLERK'S T 2017095730 RECORDED 09/22/2017 ii2.2f, ; 35 PI1RECORDINGFEES $10.00 RECORDED BY bdevore The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance wAfollowinginformationisprovidedinthisNoticeofCommencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot 74 Mavfair Meadows PB 29 PGS 31 To 33 2. GENERAL DESCRIPTION OF IMPROVEMENT: Exterior Siding 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Bonnie Moore 420 Wilson Dr. Sanford. FL 32771 Interest in property: Owner Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Florida Building Services Phone Number: 386-956-0463 Address: 1383 Freeport Dr. Deltona, FL 32725 5. SURETY (If applicable, a copy of the payment bond is attached): Name 6. LENDER: Address: Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Na 8. In addition, Owner designates Phone Number: of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager) State of F /0,-) d-k Countyof The foregoing instrument was acknowledged before me this by Name of Derson makino statement ,. who has produced identification type of identification produce jOV, IJAR. FORT Commission # FF 907671 Expires August 6, 2019 gwodThruTroyFain1WXWM80038y70t9Bonnie Moore Print Name and Provide Signatory's Tifle/Office) day of K'e,2 A.— 20 1 Who is personally known to me OR ORDER ACKNOWLEDGEMENT L'ANSING BUILDING PRODUCTS Bill Darby Const & Restoration LLC To: dba Florida Bldg Services 1383 Freeport Dr Deltona, FL 32725 795 Fentress Blvd STE I Daytona Beach,FL 32114 Customer # Order # PH: (386)274-4500 FAX: (813)549-3855 200000181540 12622940-00 Order Date Page # 09/19/17 1 Ship Darby Const & Restoration LLC To: dba Florida Bldg Services 1383 Freeport Dr Deltona, FL 32725 SPECIAL ORDERS: Non -Refundable down payment required on ALL C.O.D. accounts, any remaining balance due before release of material. Special Order items invoiced upon arrival @ LBP warehouse. No returns accepted for special order items. Instructions Terms AR Net 15th PO # Taken By Ship Via j Ship Date west page jdf Cust Pickup Line Quantity Qty Quantity Qty Unit AmountProductandDescription Ordered BO Shipped U/M Price Net) 1 0035200 24 0 24 PCS 7.45 178.80 ALC UVS12P T4 VENTED WHITE UNIVERSAL SOFFIT 2 2800601 16 0 16 PCS 4.22 67.52 ALC MVJ04 J CHAN 1/2IN WHITE 3 1704901 17 0 17 PCS 5.58 94.86 ALC F10609025 WG FASCIA WHITE 4 1703100 2 0 2 PCS 18.35 36.70 ALC FlCI0025 FASCIA LOIN WG WHITE 5 8704111 1 0 1 BOX 6.04 6.04 GN 1-3/4 TRIM NAIL WHITE 5 Lines Total Qty Shipped Total 60 Total 383.92 Taxes 24.96 Invoice Total 408.88 RETURN POLICY: Material must be returned within 30 days with proof of purchase, is subject to minimum restock charge of 15 % and ALL return pick-ups subject to a pick-up charge. No returns accepted for special order or discontinued material. For complete terms and conditions go to: www.lansingbp.com/terms/. For terms and conditions go to www.lansingbp.com/terms.html Customer t;opy Page 1 of 1 RECORD COPY Parcel: 33-19-30-508-0000-0740 Building No.: 1 Page No: 1 105 Newport Sq Sanford, FI Siding Plan EWED FOR CODE COMPLIANCE PLANS EXAMINER t o 2 -1 DATE A PERMIT ISSUED SHALL BE CONSTRUED TO BE AICENETOPROCEEDWITHTHEWORKANDNOTASAUTijORITYTOVIOLATE, CANCEL, ALTER OR SETSIDEANYOFTHEPROVISIONSOFTHETECHNICAL ODES, ENOR SHALL ISSUANCE OF A BUILDING OFFCIAFROM THEEREAFTER RMIT ENT CTION OF ERRORS IN PLANS, REO IcminTION OR VIOLATIONS OF THIS CODE Sketch by Apex Sketch Fex 23o-4 - C. w/ L St%FA rrEI+JC-To Iv£ E'S - rot, c J C4-TL,(L I aL.i - 1Z,, o+J GLN'7' `L- 7r 1 o f2 W A-LA-5 W I Z OAIR.S RUM WQ 51 ENid' IS4h-c.,i I1.s &TI leloP SklC—l1.1tt(2- W(=, G It, 7_2834 Florida Building Code Online https://www.floridabuilding.org/pr/pi _app_dtl.aspx?param=wGEVX... BCIS Home f Log In 1 User Registration i Hot Topics 1 Submit Surcharge Stats & Facts Publications i FBC Staff i BCIS Site Map Links ; Searc Product ApprovalOr* USER: Public User Product Approval Menu > Product or ADDllcatlon Search > Application List > Application Detail FL # FL13192-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192_ R4 COI RIO. = Certificate of Independence.PDF 1 of 3 9/22/2017, 9:16 AM Florida Building Code Online https://www.floridabluilding.org/pr/pr app_dtl.aspx?param=wGEVX... Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4_Equiv ASTM C1186 Equivalency Signed.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Date Revised 08/09/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15-0122.04. Installation Instructions FL13192 9t4 II ER RI0=2533 15 Rank metal em - pff FL13192 R4 It ER RIG-2557-15 Plank Slum CIMU_ R 13192 R4 11 ER RIG-2577-15 Plank to V9SP Sheathing— FL13192 R4 II Install CemPlaunk antD_grdf fI 3192 R4 II ROA 15-0122-04.¢ Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL- 3192 R4 _ AE _ER RIG-2553-15 Plank metag wood.t FL13192 R4 AE ER RIG-2557-15 Rank 9-aKft CM.p fF FL13192 R4 AE ER RIG-2577-15 Plank to WSP Sheathinq.lf FL13192 R4 AE HOA 15-0122.04.odf Created by Independent Third Party: Yes 113192.2 1 1 HardiePlank Lap Siding I fiber -cement lap siding Limits of U Approved or use in HVHZ: Yes Approve for use outside HVHZ: Yes SqWgarResistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15-0122.04. Installation Instructions FL13192 R4 H ER 111I0-2553-15 Rank nth % .pff FL13192 R4 IQ ER RIG-2557-15 gook gWnrjS-- CKU. FL13192 R4 H ER RIG-2577-15 Plank to IW/SP Sheathino_tadf FL13192 R4 11 Instagl HarclePlank Sk ino_ttdf RA3192 R4 II KGA 15-0122.04_o f Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE lit RIG-2553-15 Rank nail =uud_I FU3192 R4 AE Lit RIG-2557-15 Plank SWmatL- CXU_ FL13192 R4 AE ER RIG-2577-15 Plankto 1WISP Sheatlbnnu. FL13192 R4 AE HOA 15-0122.04_ Created by Independent Third Party: Yes 113192.3 1 HardieShingle Individual Shingles I fiber -cement individual cladding shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Installation Instructions FL13192 R4 II ER RIG-2555-15 Shlinrke meld =ad.df FL13192 R4 II Ins;tall HardreShingle Sidrna_odf Verified By: Intertek Testing Services NA Ltd. 2 of 3 9/22/2017, 9:16 AM PROJECT RIO-2577-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE6 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 2AA THROUGH TABLE 2C, ALLOWABLE DESIGN LOADS BY PLANK WIDTH. DESIGN WIND LOAD, PROCEOURES 5 TABLE 3, COEFI=ICI ENTS AND CONSTANTS USED IN DETERMINING V AND p 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 6 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 6 TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 6 TABLE 7, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING 7-12 LIMITATIONS OF USE 12 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN: COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7 - 1 0, THE 2014 FLORIDA BUILDING CODE, AND THE 2012`INTERNATIONAL BUILDING CODE. PREPARED BY RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-908-1815 FAX o+/Iff.4 rlir1Fr' to' i CGAW,q t 4 ti i RONALD I OGAWA ASSOCIATES, INC. 16835 ALGONQL1IN STREET'9443 HUNTINGTON BEACH', CA 92649 714-202-2602- 1E4-908-1815 FAX PROJECT RIO-2577-15 JAMES HAROIE BUILDING PRODUCTS,'INC, 1-888-5424343' infoaameshordiexorn EVALUATION SUBJECT HardiePlankll).Lap Siding James Hardie Product Trade Names covered In this evaluation: HardieP.lankO Lap Siding;, C.emPlankCM Siding, Prevail r'A tap Suing EVALUATION SCOPE: ASCE 7-10 204 Florida Building Code 2012Internalional Milding CodeO EVALUATION PURPOSE: Thisanalysts is to determine the maximum design 3-seoDad gust wind speed id'be resisted by an assembly of HardfePiank (CemPlank, Prevail Lap) srdNrt fastened to vtood or metal framing witty nails or screws. REFERENCE REPORTS. 1. Intertsk:Repo 3148104C0Q-002, Transverse load tewng on,HardioPfarik and H3rdiePatiei Fiber-Cemeni paneis 2 Intertek Report l0071M4k0Q-003jrsnS4efs6load -tasting on HartdiePlank and Par'gi9Shingle RONALD 1. OGAW.A ASSOCIATES, INC, 16835 ALGONQUIN STREET #443 HUNTINGTON, BEACH, CA 92649 714-292-2602 714-908-1815 FAX PROJECT: RID-2577-75 JAMES HARDIE BUILDING PRODUCTS, INC- 1-888-,542-7343 hifo@jaMeOardia.COM TEST RESULTS: Table 1. Results of Transverse Load. Testing ReWM NUMDer 3114,111104C00-02 3148104COQ002 10071704aCOQ.003 1007170411COQ003 Test Al;tM-ylittemK Wertak tritanek friteneX 0. 3125 0,3125 0.3125 0.3125 Width ( in.) 5,25 915 8126 8,25 Frame Type, Wood 2' x 4' SPF W/ 7A a, OSB sheathing WoM 27 x C SPF W/ 71161 068 sheathing Wood 2x 4' SPF W0116, D8B shea", Wood Zx4'SPF wl 7116' OSB sheathing Frame Spacing (In.) 12 t2 6 Fastener ' Type 8WWenread Screw, 8 1 Vx 0,376", MY 14 ifierheadscrew, i. 8 vr; &W x 0175" HE) 4ditingshank siding I.5*x0, 09(Yx0215" 4d ring shank siding 1.5"x. 0jD0'x&2I5' Fastener Length (inches) 0-625 1,625 1.5 1.5 Fasteeirr* Method BrIndflat[ adjoroSe Braid naffed 1010SBI Blind nailadlo OSB Blind Trailed to WO Ultimate Load (psf) 310A 1314.8 152 IDS Design Load fpsb' 103.5 46.3 30.7 66.0 Efrftlive Tributary Area i it) 0333 016670399 0,292 Fastener Load, as iist6d 4tiiltasf aver} 3. 4-S 10.8 1917 19-4 Adjusted withdrawal design lead wYastarter), w 316 35.6 Not Fastener Penetration Ln), p 0.427 0,437 wood specific Gravity' 111 610 0.70 Wall ShenkDiameter ry. L 4 0;090 Wilhdrawall design vaue per KOS 2012 or ES114539 ( Ibltn, Metration). IN 50.9 t vftifi)d CrssW1 and Lie more comarvatNa ti'm wOf tm v"d, L Allov4able OOStgn Odd IS ClOtOrn"Itneo,rfarn unimme14ap amom try a factor of safety 01 3. 2, mir6iePfank Siding 6ornplies; with ASTM C1 ISO, Standard Speoftaiiorf tor Gtad& ij, irype A Aforf-eifb&SIOS Pbei-Cemeat Flat sheels. 3, An equivalent specific gravity of 0.70 for OS13 is recommended b)rAPAtTw039C- 4- Calculated fastener wiffidrzW811 toad Is cdmPared with the lesi result. anti then the m9re.cortse"five one will be used, d duration factor per NOS-2012 I Is calculated as NOS-2012 or ESR-15.4 load = 1.6 When nail shank, 0, a 0.099 Inch buts 013.75 Inchfor srhoolhshank nails. NOS-201 2 equation (11.2-31 is used to calculate witiforawai design value W= 1390' GO - 0 Where, G = woo' sprqoffic gravilty per Table I T,3.3A O = nail SIjani d1eimetpi'-fro' , When hall shank, D, Is Wss than '0,009 inch,win the case of ring shank naft, the withdrawal design values were obtained from ICC-Es ESR-1539 Table Z 0GA 3 RONALD I, OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-908-1015 FAX PROJECT. RIO-2577.15 JAMES HARDIE BUILDING PRODUCTS, INC. 1488-542.7343 infogameshardle,corn For Table 2A'(02C the designs loads w46'be calculated by proportioning the tributary area to each fastener: thereby design load in each fastener will be kept constaru, By doing so; the allowable design toad for various HardiePlank widlhs;and stud spacing Will be determined. Table 2A, Allowable Design Loads Sated on Constant Fastener Load, 08 wafer head screw x 0.375" HD, fa5teners concealed (blind screw) at 12" Q.C. to WSP sheathing only For 5.25 Incur wide HardiePtank: Design load - tfii)nate failure )oadlFOS = -310.4 psf / 3 - -103.5 psi Effective tributary = ((plank width exposed to weather X fastener spacing)]") _ ((5-25 1,.25} X 12)/ t44 = 0.333sg1L Fastener toad = design load X tributary area =-103.5 X 0.333 = 4C5 pounds For 9.25 Itch wide HardiePtank. Design load = ultimate failure loaaiFOS =-138.6 psf! 3 = -46.3 psf Effective tributary = (Lalank width exposed to weather X fastener spacfngy144) = ((9.25-1.25) X 12)1144 = 0,667 sq.fL Fastener load = aesign. toad X tribtnaryarea --46.3.5 X 0.667 = -30.8 pounds The fastener toads for all other piank.widths were linear intenlfa ed from the two lasts based on plankwidth Calculated allowable desi n ioad =fastener toad tested condition divided by Brea tributary for the condition to be calculated 4ard ePlan s) WkUha '0 0 4 e e '- 4 W'° v O c c: n 5.25 31 06 12 0.333u 103.5 34,.5 6.25 12 0. 417 80.6 W3 e 7.25 Q G- SM 65.3 32:7' 5 12 0.521 62.3 32.4 8 12 0 563 56.9 32.0 e.zs! 12 0. 544 a:8 9.25 138.8 12 0.667 dfi.3 30.8 9-5 12 0. 688 44.5 30.6 12 12 03% 31. 6 28,3 Table 26, Allowable Design Loads Based on Constent Fastener Load, 4d ring shank siding nail (1:5"x0.09"x0„215"), fasteners concealed (blind nail) of 8" D.C. to WSP sheathing only For8.25 irreti Heide HardiePlaf , Design bad ultimate fadure loadlFOS = -152 psf! 3 = -50.7 psf Effective tributary = ((plank width exposed to weather X fastener spacing)/144) _ (i9.25 1:2s) X 8)/143 = 0.389 sq.tl. Fastener load = design road X. tributary area - -50.7 X 0.3f19 - -119.7 tbs The fastener loads for all otherplankwidth were calculatedbased on the some fastener load Calculated allowable desi n load = fastener load tested Condition divided by area tributary for the contrition t0 be calculated HardePlankVlHlth t m u Z EH y Y i m e r nJ n Ntom 5. 25 8 0;222 88.7 19.7 6.26 8 0.278 70.9 19.7 725 8 6.333 59: 1 19:77.5 8 0.347 56.7 191 8 8 0.375 4Z5 193 152 8 0.389 60. 7 19.7 9[25 8 0.444 44.3 19-7 95 _ a 0.458 43. 0 797 12 8 1 0,597 33.0 19:7 Table 2C, Allowable Dosign Load' s Based on Constant Fastener Load, dd ling shank siding nail (1.5'iD,09"x0.2t5"j, fasteners concealed (blind nail) at 6" Oct, to WSP sheathing only For 8.25Inch wide HardiePlank Design load = ultimate falhire loadrFOS' = - 198 psli 3 = -50, 7 psi Effective tributary = ((plank width exposed to woather X fastener spacingy1.44) ((8.25-1.25) X 6)/144 = 0.292sg1t. Fastener load = design load X tributary area = -66 X 0.292 = -193 lb& The fastener toads for all other plankwidth were calculatedbased on thesamefastener load Calculated allowable design load = fastener bad tested condition divided by area tributary for the condition tobe calculated 0 m 3 Har-diePlank.Wrdth c - a2 ag '3 inches) 5:25 6 0.167 115. 8 19.3 US6 0.208 92-6 19.3 7,25 8 0,250 77. 2 18.3 6 a 0260 74A A9,3 8 6 0.281 6815 19. 3 25 198 6 0:292 66. 0 19,3 9.25 6 0.33•d 57.9 19.3 958 0.344 56.1 19.3 12 6 0.40 43,1 19.3 RONALD I. OGAWA ASSOCIATES, INC, 1605 ALGONWIN STREET #4c3' HUNTINGTON BEACH. CA 92649 714-292-2602 714.908-815 FAX PROJECT; RiO-2577-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1.888.542-7343 info@jarneshardie corn DESIGN WIND LOAD PROCEDURES; iGar-damanlsiding uarFSvarsa IGaq.:t<3pacity (wind load:.tapadty) is determined via cormQil@_,co testing to transverse toad national test: standards, Via the transverse lorw test'uggan alloveable design toad is determined based on a'farldrof safety of 3 applied to ute ultimata test load. Siena the allowable design road is based on factor of safety of 3. a lowat5ie.iless gra loads on fiber•cemeni siding correlate dirediy to required design pressures for A3lowaeleStress Design. and therefore shoutd ba used widt co- an1atian ioadmg equations for AJlowaVe Stress Design (ASO), By using the wm nalior load ng equations for pflowW* Stress Design (ASD), the tested allomeabte design loads for fiber -smart siding. are aligned With the Mind speed' requirements in ASCE 7.10 Figure 26.5-1A, Figure &5-40: and Figure 2fi.51 G For this analysts, to calculate tl pressures in Tables 4, S :and B, the load combination will be in accordance with ASCE 7-10 Secion 2 4:camb0frig nominal ipads usingallawatoe stress design, toad combination 7. Load donibi ation 7 uses a load factor nt:0 6 appliedloft wind velocity Pressure Equation i, q, .0025fS'Kt }{ •v/' fret ASCE 7-10 equation 30.31): q, , velocity pressura'at hoig€ei zKx , vaiodly pressure exposure coef!'Fcaent evaluated at he4hi x Ka , topographic factor K, , wand directionality factor V ,: basil: wind Equation 2. V- VIA ftef, 2012 IBC & 2014 P5C Sec*n 1602.7 derhV60ns) V , ultimata design wand speeds (3-secnnu;gust MPH) tree trafneo from 12012 IM 2014 FBCF Figures i"A S. or C; ASCE 7.10 Figures &S: IA. 0, or 0- Equation 3; p=q GGa GGr) {ref. ASCE7-10 equation 30.5 7 jCa . product of external pressure t oefficient_and gush -effect factor GC , product of internal pressure coWident and gust•effect factdr p , design pressure (PSF) fort siding (allowable design load for siding) To deterlmne design pressure, substitute qr into equation 3; Equation 4, p=ll:oo256`Kr'iC, Itr`i+ (GG GGf Allowable Srres&Desigrr,ASCE 7-10SeGthn 2.4.1, load combination 7, Equation , 0,60 + C6W fmt. ASICE 7-10 sew 2.a. t. food tomb(nation 7) D , dead need W , wind load (load due to wind pressure) To determine the Allowable Stress Design Pressure, apply the load factor for (t0nd) from Equation 4 to p (design pressure) determined la3m egltawn 4 Equation B, per= 6.6'I0I: quation 7, P. ®6'[O.QEY156 k; Kri'i m'V a `E Ca 11 equation 7 4 used to populate cable a, S and 6 7'® determine : the aftowabie utOrnate basic wind speed, fey Hardie Sialag in Tables 1, solve Equation 7 for V ,,, Equation s„ Via= (F>a•6 0,00258'iCa`i4e`Kd`jLsC GCwaa Appticabie to, meMods-spealtled fn ExcepftM1 through 3 or12012ISC, 20-14 FSC) Section '1609.C-;r , to determine the allowable nominal design wile¢ speed (Vasil# for i4ardie;Sift in7abte7, appV we canversion'formula bbloty Equation9.. V*-, VW•f06fas (ref 2072roe V 1, Nominal design wind speed (3-second gust mpo) ire+, 2012 taC Table 3, C9etffctents and Constants used In Determining V and p, Ki.: woo Zone 5iiegia €fl! EV,S EXp C Exp:D K K GGa C. 11--15 0.7 0;95 1;03 raw 1 0.85 14 0.16 20 0. 7 a9 1,08- : 1 O.BS 1.4 0.18 25; 0. 7 044' 1.12 t US 11.4 0.18 30 0. 7 0.98 1 A 8 _ 1 0.35 1.4 0.18 35'" 11r3 1.01' 1.7$ 7 0.85 1.4 418. 40 0, 76: 1,04 1.22 1 0.96 44 Via 45 0, 785 IF 065 25, j O.B5 A,4 0,18 30 Mal iias 1.27: 1 0'.BS 1A 0,18 55 0. 83 t.1;a 1291 0.85 i,d O.f& 0o 0B5 1.1.3 1,31 0 BS 1A 0,18 100 0. 99 l26 1,43 hracl i O.ES RONALD 1.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714.908-1615. FAX PROJECT; RIO.2$77.15 JAMES HA.RDIE'BUILDING PRODUCTS. INC. 1.688-542-7343 infb@iameshardie.c:om Table 4, Allowable Stress design, - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds . Wind Exposure Category B; VAnd Speed (3- second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 B B 8 B 8 8 e 8 8 8 8 0.15 _ 14.4 15,9 17.5 19.1 20.8 24.4 48.3 325 37.0 4i:7 a6,8 521 578" 63,7 20 14.4 _ 1 17:5 19.1 20. 724.4 R9.3 32.5' _--" 37.0 41.7 46,8_ 511 57.8 83.7 25 14A 15.9 ITS 19.1 20.6 24.4 2&1 315 37.0 413 46.8 52.1 57& 83,7 30 14A 1519 17.5 19.1 20;6 24,4 283 32.5 37.0 41„7 46.8 52.1 57:8 63.7 35 15.1 IC6 18.2 19.9 21,7 25.4 295 33.9 1 386 43.6 1 -48.8 54.4 1 -W2. 66A 40 _ A5.7- 17.3 19.0 20.7 22.6 285 30:7 35.3 40.1 A&3 50.8 56.8 82.7 69.1 45 16".2 17.9 19.15 21A 23.3 27.4 31.7 36.4 41,5 46.6 52.5 58.5 64.8 71.4 50 16.7 1844 20.2 42.1 24.1 28.2 32.7 7376 42A 48.3 54,1 60.3 66,8 73.7 55 A7.1 18.9 2&7 22 6 44.7 28.9 316 38.5 43.8 49.5 55_ ,5 61.6 6&5 75 5 100 725.6. 28,2 10 33.6 9 - . 433 50.2 75 ,6 655 74. 82.9 92A 102A 112-9 Table 5, Allowable Streaa Design Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds- Wind Exposure CategoryC, Wind: Speed (3- second gust) 100 105 110 115 120 130 140 150 160 170 160 1901 200 2W Height ai) C_- C C C C C C C C C C C C C 0- 15 17.6 19,3 21.2 23.2 25.2 29.6 34 4 39.5 44.9 50.7 56.8 63 3 70:3 77:3 20 1&15 20 5 22-5 24.6 26.7 31A 38A 41,8 47 5 53;7 60.2 87.0 74.3 81.9 25 19A 214 23.5 25 47.8 32.8 38.0 43-6 49.6 82:8 700 77:6 85.5 30 20.2. 22.3 24.5 25.7 29.1 34.2 39:6 45-5 51.8 58.4 W.5 73.0 Mg 89.2 5 40.8 210 25,227.6 1 .30.0 35,2 1 -408 46.9 513 60.2_ 87.5 1 -752 6 3. 91.9 40 21.5 23,7 26.0 28.4 30,9 36.3 42.0 48.3 54.9 62.0 89.5 77.4 658 94.6 45 22.0 24.2 26.6 49.1 31.6 37.1 _ 43.1 49.a 58,2 63.5 71.2 79,3 87.9 98,9 50 22.5" 2C8 27:2 29.7 32A 38.0 44.1 50,5 57.6 65.0 72.9 812 Mg 99.2 55 22.9 25.2 27-7 30.3 3310 X7 44,9 51.5 41 60-2 74,2 82-7 918 101.0, 1 32.6 35,9 39A 43i1 46.955.0 6348 3.3 83,4 94,1 105.5 117.6 130;3 143.6 Table 6, Allowable Stress Design- Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D. Wind Speed (3- second usl) 100 105 110 its 120 130 140 150 160 170 180 190 200 210 Ha ttt(fl)- D 0 0' 0 D D 0 0 0 0 b D 0 D 0. 15' 21.2 23,4 253 28A 30.6 35.9 41.6 47,11 , 54A 41.4 68.8 78,7 85,0 93.7 20 22.3, 24:6 27i0 29.5 32>1 37.7 43.7 50.1 57.0 64.4 72.2 60.4 89.1 98.2 25 23.1 25,5 28.0 30.6 1-33.3 39.0 45.3 52.4 591 66.8 74-9 83A 92A 101.9. 30 23.9 28A MO 31.8 44 5 40.4 46.9 63.8 6113 69.277.5 88.4 95 7 106.5 35 1 -24.5 1 -27.1 29.7 1 -32.5 35,31 -41-5 48,1 1 -55-2 62.8 70.9 79.5 88.5 1 -98 2 108.3 40 25.2 27.7 305 33.3 W.2 42.5 49 3 56.6 64A 72,7 81.5 90,9 100.7 111.0 45 25.7 2&3 31 1 34k 37.0 43.4 50.31 -57.8 853 74.2 83.2 92.7 102,71 113.3 50 26.2" 28.9 31:7 34.6 37„7 44.3 51.3 58.9 67,1 75.7 84.9 94.6 104.8 11&.5 55 me 29 3. 421 35.2 38.3 45.0 5272 69.9 e& T 76,9 86,2 95A 1015A 11.7,4 t 4 8 44:7 2. 83-2 94A 706.8 7119 8133.4 147.9 163.0 Tables 4, 5 and bare based on ASCE 7.10 and consistent with the 20121BC, 2012IRC and the 2014 Florida Building Code. RONALD 1, OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292 2602 714-906-1815 FAX PROJECT, RIO-2577-a5 3AMES HARDIE BUILDING PRODUCTS INC. 1-888-642-7,30 inio(glanteShardie.CoM Table 7, Allowable Wtittd Speed (mph) for HardlePiank tap Siding (Analf+ilcal Method in ASCE 7.10 ChaptV30 CSC Pad 1 and Part 3) 2012 =,2014 FBC 201218C._2Q'f4 FeC SWE Of SIQIl1(4• s'F/ dllYlr!!ll CoclticleM3 used inTAblo:9xalculmtlaft fbtV0 Alimraiile, Ultimate Design Wind. Speed. V. 3-srlcorldgust lit Ji) Allowable, Nominal Design 41 M, Speed, 3- SgGorKfgusl,mph) a Applicable to 012IBC 2t314 FtiC] Secstcn. 160' 9, t.1 as tluiarminad by 120I218C, Z014FOCI Figures 1. 609A, S. orC. Appk." to medwdsl specood in 6xttuio(1s 19ugn31 120t t$G . 20 1 AFfqSection1s09, 1. t Wind re category. Wind e' sure categorr, Sung K Produd Procum Thickness' finctlasj W4h cwn hesj FastenerTYPO Fasienor" Spa clrtg Frame rye Faslenef' SP 11± g' Inches) 5411ding: Heights x feet) g C Q C Design LOW fPSF1 Exp 8 Exp C xp 0 t5„ it . GC; 045' 268 243 221 207 188 171 403.5 07 019 1,03 hs60 1 085 f s 0.18° 20. 268 235 210 207 183` 167 1015 03 01 Las 1 alas' 1>4 0119 25 2W 231 212 207 17g 164 103.5 0,7 0,g4` 1.12 t P,BS I -1.& I 0,15 HardoPlank 5116 5.25 No. 8 x 1- 5g1"long x 0,875' HQ Blind screwed 2X4 wood or20ga, steel irarnlng, 12 30 268 229 203 207 175 let 103.5 07 0,98 1-16 1 085 4 41 0.18' 35 262 223 205 203 " 113 154 103.5 033 1.01 1.19 1 0.85 14 018` 40 257 220 203 log " 17fl IF t03.5 079 1.04 112 1 405 t.e• 0.18 ribbed ytafarhaaGscrews r t3 W5P 7£18` thick WSP s taathing 45 253 217 201 Ise 168 155 03. 15 0.785 1:085. 1.245 1 6.85' 1.4 0,18 50 249 1 215 199 193 188 15a 1035 QAt 1;09 127 1 eaS 14 0,10 55, 245 213 19T 190 165 153 103,5 083 1111 3,29 T 0.85 4 0131 8A W, 211 1W$ 16e 163 j': 152 01$ 085 t,s3 1,31 jr OaS' 1,a 0,10 100 201 178 167 156 138 130 4,03A M1 1.26 143 hr60 1 0,55 1.a 0,18 0-16 238 214 195 183; 168 ' 151 80A 0:7 10,M, 1403 I2gHo 1 0.85 14018 20 236 208 190 183 161 141 60:fz 0 7 0.9 1,0A 1 0,85- I-A 0,18 HatdieP nk 5116 6115 No. 8xI- 5 .long 1 618" 1- HA ribbed wafefieatl screws ' 231kttd screwed 10WSP ' ZX4wood or 2d rta, steel framing,_ 7£# @°" hick WSP sheallirng 12; 25': 236 204 187 183 IS$ 145' MS 6;7 0,941--1,12 1 0,&51 f.d 10,18, 30 236 200 184' 183 155 - 142 M6 01 0.68 I'le 1 0.85 1.4 0,18 35 231 197 181 179' 552 f4O le 01a 1.0il i 19 t O.as 1.441g' 40 227 , 194 179 178 150 i39 80,5 0;7$ 1.06 1.22 1 0,85: 1.4 0:18 45 223 192 177. 173 143 131 811.6 OJ85 LOW A-245 1 0.85;,74 555 50 220 189 175 170 147 136 20s 0:e1 a,09 Tv 0,85 A 0,18 55 217 188 174 166 145 135 804 0:83' 1.11 1.29 1 0:85 IA 0.19 W 214 186 173 168 144 134 00.6 0,85 13 131 t us IA 0.1 1 100 ': 177157 148 137 _ 122 114 80A o;ss 126_''1.43 hx60 1 QsMl 1410.18 0-15- 2i3 193 175` 165 150 In 5.3 07 0;08 103 ttsso 1' 085 1.4 1 O.te: 20 _' 213 168 - 171 tGS= 145 133 863 03 0.9, 1-08" I O,t15 1,4 O,tB 25 213 184 168 . 165 -- 142 130 85.3 0 7 0.&s . 1,12 1 0.85 1,4 0.16 HafdlBPlank S118 7, 25 N0, 6 x 1 519* itxig X 0.ribbed t3 db d wetelheatl screws Blind screwed to WSP 2X4 wood Of 20 go, str3eF Cramin6, 7 O' vick WSP sheathing 12 30 113 180 165 165; 139 128 5;3 0.7 am awlst 0.85 1.40,11 35 208 177 163 161 137 126 65,3 0..75 1#11 1.18 1 0.85 1.4 0.t9d0 204 175 1ti9 158 t35 125 655;0 0.76 1.0e 1.22 t albs 1,a 0,t8 45 201 172 159 156 a34 124 853 V85 1,065 4.245+ 1 085 lA 0.18 50 198 170 is$ ls3 132 122 66.3 0,61 1.09 1,27 1 0,65 IA 0.18. 55 195 169 167 151 131, 121 40,3 0.03 1,11 1.4 1 0,65 t.d OAS W 193 1 187 155 1 150 130 120 650 0,85 1.13 1,31 1 4,85 1A 10,18, 100 160 142 133 124'. 110 . 1Q3 5,3 Or89 1,26 t-ag tw617 1 0,$5._1,8 0-1$ 0-15 208 188 171 161 ' 148 133 S3 0.7 US t.03 mea 1 Us 1A G.-to 20 208 183 167 181'. 142 130 fiv 0,7 011 I'm t 0.85: 1A 0,18 Har"Plank silo 7.5 No, a x 1-. we' tang x 0.375° HD ' fibbed vr4(t rR1ea11 SCrEYreI Blind screwed to WSP 2Xa world Of. 20 go, steel tramiile- 7116' 1hiC1c WSP aftatiling 12 25 208 179 164 151' 139 127 62.8 0.7 0.941.12 1. Las 1.4 ills: 30 208 176 161 161 136 125 3 07 ills I- t O.M 1A 0,16: 35 203 173 159 158 134 123 4 -3 0,73 1-01t,19 i O.a5 A a 0,18 40 199 170 157 154 ` 132 122 623' 0,-((8 1,04 1.22 1 0,95 i 4 0,10' 45 196 1& 8 tab 152 ' 130 12t23 0.755 1.065 12aS" 1 0,85 4 0.1A'' 50 193 166 1SA 150' 129 Ile 82,3 Del 1,09 127 1 055 4-4 ills 55 191 165 153 1'46:., 128 119v"2.3 0.81 1.1re 1,a9 0: lee 163 152 145- 127 118 i2.3 065 1,i3- I,T , t 0,85:--1.4 0.18 100 156 138 130 121 107 101 62,3 0,99 1;261,4' n>50 1 0;95: AS 0,14 Q 15`" 198 180 164 154 139 127 56,& 07 1.03 tt560 0.85 IA ills' 20; 19@ 175 t60 154 136 _ 124 56,9 07`_ 1.08 t 0,85 1a ills25 198 171 157 154 133 122 ball 0;7 1.12 i OAS 1,b 011#' I{aMiaPlank S£ 18 8 50 long g x H13bGed scr vs i3Und; acrawed toWSIP 2X4 wood' ar 20 ga: steal taming, 7£ 18" tnick WS1 shealliing 12 30 t48 168 184 154 a30 119 58.9 0:7 P 1,16 1 0„a5 1,4 018 35,i94 165 152 15, 128 le . 0 k a0 igd 153 150 t48 125 110 560 0.76 122 10.85 tA O.te 45 187 161 149 145 125 116 Se'S IiS:1.245, I 0,85 tA0.10'a, 50 184 150 147 143'. i23 114 S59 act t.2a. l 685 t4 0,18 55 2 158 146 141 122 113 560 061 113 1,2if t 085 t,a 1.18• ea 0 49 156 145` 139 121 112 50,9 095 1.13 1.3I t 0:&5 L4 ills 100 132 124 115' 102 t 0 4= 1=28 143 tr+Q4 t 085 t 8 0.1A- RONALD L OGAWAASSOCIATES INC, 16836 ALGONOUIN STREET 4443 HUNTINGTON BEACH, CA S2649 714-292-2602 7 PR( JAMES RARDIE BUILDING PRODUCTS, INC. 1-888-642-7343 nfa@jatlleshardle,cnm Product Product Tnicfuless vncbesl i ndm imas) Fastener Type Fastener Spactreg; Frat3 Yype. Fastener Spacing Itnchas 1 elidding Rafght' a heat) 8 C 13 B. C D 010 LOW 1 Fi E-cpH C Eup{9 K4 K. Qc iGC Hat11iePlank sits 8,25 No. 8x 1- '. k 0.375' HQ ribbed wale dead s : Wrem Blind screwed- to WSP 2X4 woad- or 20 ga. steel banning, 7118" I ilck WSP sheathing 12 0-15 194. 176 160 150 136 124 5aa ix;7 , 085; 443 hs60 i D.4i5• t_r, 9.1W 20 194 171 156 150, 133 121 5a,4 0.7 0.9; 148 1 OAS 1.4 010, 25.. 194 1S@ 153 150- 130 , 111) 54a 4 4 .7 0.94 t.1'2 - 1 0.85! 1.4 0,18' 30 04 1 164 151 150- 127 1 117 r5014. 07 98 1.16 1 155 1,4 0,18 35 190 162 149 147 125 115 544 073 1,d1 111s 1 685 14..018 40 186 159 147 144 123 114 54,4 0,75 1.04, 72 1 085 1,4 0,18' 45. 103 157 146 142 122 113 4A,c O O$ 1.055 1,245 1 it 1.4 ele 50 180 156 144 146 121 112 44„a 0 R4 1,08 127 1 OfW 1.4 O,Ia S5 178 154 143 f ; 119 11". 54.4 003 1.1.1 1.29, 1 0..85 1,4 018 153 142 136` 118 110 5t;4 0;8.s1.13. 7..31 -' 1 a es:7.4 018 too: 146 129 121 113 f04 94 54,4 0,9@1„76 1,43 tr 6£I 1 065r J_A0, 18 1HardlePtank wig 9.28 0.375' 1t}Blind d ' w e s alvsr screwed' to WSP 2X4d or steel framim 7115` thick VWSP sh athng 12 0- i5 179 t62 1413 139 128 114 09 OZ5 1,03 hM 1, t 035 r.18: 20 179 158 144 139 122 .' 1.f2 a6.3 07 Ug: i,GS 1 ass 00 25 179 154 142 139 120 110 40,3 07 0:54 1,12 1 0.85'16" t011gx: 30 179 151 139 f39 117 1f18 d6,3 0 0.38- 1„16 1 A,4a`' 4.19 35 1.75 149 13T 136 115 106 46.3 0,73 tAl 1.16 1 0.950.ia 40 172 147 136 133 t14 106 4j r,761.04 1.22 F 0.65 14 0.10 45 169 145 134 131 112 104 A6.3 0.795' 1.085 1,245 1 01W 14 It. to 50 168 143 133 129 111 103 46.3 08f 1,09 1,27 1 865" AA 518 55 164 142 132 127 1f0 102 46,3- a83 1.11 1.29 1 tr.85f.a r.i8: 60 162 141 131 126 109 101 6,3 O,Ss 1.13' 1,31 100: 134 119 f 12104 92. 87 45.3 US 1,20 1: 1 4311,60 1 0:851,01 R IS, ' HardiaPlank 116 94 hlo, 8 as;1- 519 c 0, d75" Hq nD vraimlzeatl screws T BGnd mod`: toVnP 2X4 wood or 20 go, steel framl%. it VMick WSP Sn0atf11ng 12 0- 15' t76 159 45. 136 123 t12 AA.S 0z 0,05 t,as'r1 1 0:851A1 0,18; 20 4.76159 141 136, 120 log 445 67 tk9 1„f t 0:#5 1a 0.13 25 176 152 139, 136- 117 : i o844:5 01 O.94 1,12 3 G. 1 4 t1: i 830 176 146 138 136- 115 106 44 5 07 0.W, 1,18 1 065 1.4 3' 035 172 146 135 133 113 104 I -44.5 0.71 1.411 1,19 i 083 1 4 0.18 40 169 444 133 131 112 103 4 4,b 0474 1.04 1,22 1 0,851A' 0.to 4- 5166 142 132 t28 LjjL 102 4:5 Q75S 1. 1.245 1 r85 IA r,1s 50 163 1,41 130 12$.. 109 lot 44,5, 0,81 IA 127 A O85 i.a 0i8': 55 161 139 129 125 108 1ti0 15 GAT i_i'f4;29 1. 085 i4 01$; so, 159 138 129 123: 107 99 44.5 u5 t-1:t1.31 1 0,E5 14 a 13 100 1`32147 114 10.291 85 44,5' 099 1.26_ 1.43 jhsK 1. 015 A4 0;18 H2PdiBPlaGk E118' 12 No, B x't- IG41gX 0. 37fi HO. ribbed wafalsteait SC1' k'"tI81 Blind screwed to WSP 2X4 v. i6W or20ga. steel flaming, 7116" thick WSP sheathing 12 0. 15 14 134 122" 115 104 94 3t.8077 0.86. 1.03 1 0:85 i,s 20 148 131 119 115; tot 92 31,e 07 O.9 1,09 1 085 4;4 014 25_ 148 1.28117 f t5; 99 91 31.5 CU, 0.94 1,12 1, 0,65JA 0.18: 30 148 125 115 Ii5 97 89 3t,6 0;7 G.58 1,46 1 085 sa Wig, 35: 145 123 113 1 t2 95 88 314 0733 1.01 1t19 i OS<: 1.4' 4ia 40 142 121 112 tf0 94 83 5:8 0,76' i.r4 1,22 1 095 s,d 0.19' 45- 140 120 lit 1 108: 93 ' 86 31,8 0;7as I Zw; 1,245 1 m u 0,1$:' ti :. 136 119 110 107:' 92_ 65 31,6` 0.51 iA::1.27 1 0.i: 1d 0,10, 55. 136 118 log 105 91 84 31.8 4,831_ii : 1.20 1 1. 185: 4.4 0" 60 134: 116 108 104 90 84 41,8 OM 1.13 131 1 18785 14 100 111 99 92 66 76 72 31,6 Qm t.261,43 r0kSo i Imes, tte mle, i ardlePlanfl 6t18 5.25 0, 090" sna111iX 0. 21 V HD R t.5" ririgshank n1 ` Blind Walled toWSR ZX4tv0otl df209a, steel framing, 7110` t11k WSp sheathing 6; 0 15 246 225 204 192: 174, 15e @8,7 0>7 0 5 t.03 nsGt] 1 0 85 1.4 e i8 219 199 192 159 155. a.7 0 b.9 ' 1.f16 " t 0.85IA o.18 214 9lt 192 186 152 3;7 07 9oef 1.12' 1 0.55i.4 O,ia< 209 192 102 162 149 W7' o-7 0198 1,16' 1 tt1:5 14 e.t8 206 190 188 160 147 88.7 0,73 t01 t39 1 0 i 4 M'Is 203 188 184 157. 145 88,7 0.76 1,04 12'2i Oas 1.4 01a E01188iat1s61d4. 88,7G785 f.085' 1,245 1 0:8a' n:d 0.18 199 1U' 1,78 154 142 89,7 0;81 t,m1,27 1 085 1.4 0.10, 197 183 178 152 1417 61Y3 1„11 t:29 f 0ES 1 d195 181174151140R.7 0;851.,3 t,31 0A5 1.4 0:115 1 55 55 144' 128 120 a%7 0:891.28 4.43 h>60 1 0.65 i.8 0i8 RONALD 1.OGAWA ASSOCiATES, INC. 18635.ALGONOUIN STREET`#443 HUSMNGTON BEACH, CA926499 714-292-260,2 714-908-, 1815 FAX PROJECT: R10.2677.15 JAMIFS•HARQIE BUILDING PRODUCTS, INC. 1-SWSQ-7348 infdaamesftordie, com 20121B :, 20i4FSC 2012ISC, 2014FaC' r3 TA Co elctaslta wadto TatNn 6 catculaftas forV;4 Allowable. Ultimate Design Wand, Spend, s 3,sewnd gust nVII) AfitivMhle, Nofidrta# Design Wind, SpermVi44 3-seautd iist'n") P to s4pec4 ad in 120,121t8 2W4 FBq Secft 16091,1,: as ustemdnsd by 012.18C, 20A FiC3 Fiawas 8D9a H, G. dgl CsI In 2xca cin.- Sp9 8° In f12011 , ttuar n3 e I SactbnSaCt4FT2dd is1iF9t.l. Mnd,exwsure category Wind evosure Pro urA Frod##tt Ttlidtness tinc#tesl WIdiM rncMss), Fastener Type Fastenar spacing Fr3rsl0 TYpe Fastesl9r Spacing rot as) 6t+tlding Haigh# s fae#n 8 0 d e G D A*ma* Ptm tone p'SF) F-,xg9 6xPC 6zP10 K. 1 3c, GCS, HerdieFunk 5t1fi 6125 046U" shan3t 1(. 0.215"HQ C i.1, tong ring shanx BIM naqed to VJSP 2X4 wood D12pgo. steel framing; 7MT thick WSP' ' sheathing a 0-15 222 261 183 172;_ 156. 142 70,9 Q7 ags-::103 1 0 0.95";-1,4 0,18 20 222 196 178, 172 151 139 70a 0'.3 09.. 11Da 1 Qes; 1.4 010, 25 222 191 175 172: 1411 138 070.9 ox 0,S4 i.`!2 7 vas, 1 14 4:i$' 30 222 187 172 i72 145 133 70,9 07 0.96 t,v5 t 485 1.4 0.18 35 - 217 l85, 1-70 165 143 : In-70,9 013 M 1.1'9, 1 0.85 IA 0,18 r 40 213 182 1,68 165 141 138 708 0:7Fi 1.rx1 iss..-1.4 0.18`' 45 2D9' 18Sf 168 152-_ l39 203 70.9 0.7a3 IMS 1.245 1. 02 1.4 0,le 50 206 178 1s5 160, 138 127 70.9 0,51 1.09 117 1 D:85 1,4 0.18" 55 204 17B 163 158 136 125 70,T OM 1wt1 1.2$ 1 0:851.4 We 60 261 174 162 156 135 125 79.9 ff85 113 1.37 t OAS; 1,4 We ' too 18S 148 1`3n1.29; , 114 107 70.9 0;99Y,2G°' e3 Ai% 1. 026 1.8 0.' Rard# ePlank 5ii6 7,25 O' 090" shank 0, 215" HF2 R i.5haAk trlg8tiartknap.. 8011: 11 nai000 VVSP 2X4 Wood or20ga; steel hamirvg, 7110. thick WSP SMeatMing. a W15 2d2 18d 787 157 142 _.. 129 c9.1 0Y"rD.85 4.03 Ttsbtt 1 0. 85 1,1,4 0. 05:` 1.4 D18. 0All 20202176163157. 138 1: 126 50.4 07 0.9 4.oB 25 202. 175 ISO 157 . 135 124 59rt1 D T D.94 v.12 t U v d D v8 30 202 1?1 157 157 132 122 59.1 W1 0S& t.ta 1 0,65 1,4 M1e 35 198 168 155 153 130 120 59,i. 0,73 1.01 1. IS 1 0,8 5 1.4 0>i> d0 194 t66 I53 15d 129 119 59.1 AM1.Od A22 t 185 1.445 t91 164 152, 14S' 127 118 59,1 0:,7e5 1;%5' 174s 1 TEE, 74 oos. 50 188 162 1$0 148 _ 126 Iris 49.10.61 10 9La.1,27 11, D85 0,18-: 55 i8#3' F&7 149144 124 115-58.2 P,93 1.i1 lam:. 1 D.d5=: t.d 0.18:. 60 784 hSJ tab 142` 123 Iris 58,4 D85 t.a3 131 1 D,eS" 1:a D.1B; 1001 152 135 126 118 104 93 59.1 0:99J-5 1.,43 h 1 Q,dS1, a 0.19 HardiePiank 5/16' 7,5 0. 0 Y 1ra1kJ( 0. 275 HD X1, 5`long Mg nail aatlatlt4 VJSF 2? r4wood or 2D ga. steet Ming. 7118" thM,k WSP sheathing 8 198, 1$0 163, V54'- 139 127 5518 01 0.&4 1:0; " saw 11, 1 1: 1.$5 025 t. d t aD. 18 0. 18' 20ISO17515015413512448AOT0.0 Los 25 1Da, 171 15?- 154 133 121 8 0„7 0,94, 1.12 De5 4 0>48' 30 198 168 1-54 15,4130 119 S5 0 D 7 D:98.: 1,18' 1 4> AA Will 35 19d 76s 12 1SD' 128 Iris 5t4.e Ja 01 i.19 1 D85 id D.'48i' 40 t94 163 150 147 126 118 W-8 076 1,04 111 1 065 1P 0A 45 18i' 1E1 1d t 145 124 115 s Q785 7,Q'w" 1145 1 0.85.; t.40,18.' - 50 1t14 1 '1a9 t47 143 123 114 58.8. 081 1 .1,09 i_27 7 0.85 l-A0.18 55 182 1$7 146 141? 122 1 113 58a 0`83 1.11 1.29 1 0.85 1_4- AA 60 1S0 158 145 139 121 1 112 56k 0F5 1,13': t,31: 7 0,65. t4 018` 100 149 132 124 its-1141, 2n162 98 ss.s, D:S91:26 to r:601 025-:: 1.8 0..18-: HardiePlank ' 5/16 8 0. 09D shanx x d. 215'HQ X t,fi long ring shank tllind' naX4 to WSP 2)( 4wood or 20 ga stei framing, 7118' thick WSP shealhirlg 8 0. 15, 191 fi73 157 " 3d 122 5Z6- 03 tt8s 4.03 t 1 RS B0# f t. 4 1, 4 9118-` p i6S 20- 191 8 154 130 119 525 D.7 09-.: 110 25 191 185 15t 128 t17 525 07 0#4 112 1 0,65[ 14 0;18' 30 191 161, 148 125 Its 525 D.7 0,98 t.1S i 0 $5 14. m f8 7t17 159 146 23 113 525 0.731;01 L75 1 D.851,4 0.:: 4D I fI3 156 144 124 112 5 3 Q=75 1,04 122 1, 0.65 1:4 0,18 45: 180 155 143120 111 52;5 0185 LOSS 1.24s 0 83 1,4 0,18' SO 17-7153 142 11S 110 52,5 D-@1 1.M` 127nait7 55 - 175 151 141 117109, Ol 1,1Y t,290.854 D.vB6D 1731501391 % 108 525 D:t15 1.13 1.31 4 045 1,d 0.75IOQ 1a312711£98 92 2.5 09& 1,45 t+ l 7. 095' ra 0.13D.iS; FlardlePlank 5116 8.25 0 09Q sMankx 021V HD X 1,$, long rng shankWSJ, 07Biind nitladlu WSP " 2X4 wOW or211ga. steel framing, 7118" fnick sMba#' hfrlg a 187 770 154732 124 vi.7 07 005 1,03' haw 1 1 D, 850. 95 1, e 1, 4 6: 15. 0_ IS 20 "_ 67 1 15! 14 128. 117 507 07 4.9 1108 25 187 162 1:45145 125 115 503 0-70,94 1_12 1 M. 1.4 site 30 187 158 146 145" 123 113 50.7 0,7 D.9a 1,.18 i D,85 1.4 D,1a 15 163 158', 144 142 121 lilt 50.7 173 1.111 1.19 1. U5 I.A Mle. 40 180 154 1et2 t39:' 114 110 50,7 47u78 1{#4'. 1 0-85 i.4 45 177 152 140 137 11i1 109 50;7 5.785 9.D 1,2d5 1 D.dS i_i 0.1a: 50 174 160 139 135, 116 1128 w7 0.01 t o t37 1 4.Bs_ Y.4 D.!$. 55 172 149 138 133 1,15 W 1183 1,1117t.29 1 ass' t.4 019 Sty 170- 147 1 137 132 114 f0& 50.r, 085- 113 1.35 1.0:651A 0.15 i00 141 125 417 too, 97 91 50.7 39£1 RONALD 1. DGAWA ASSOCIATES, INC. 16435 ALGONQUIN STREET.#443 HUNTINGTON BEACH, CA 92649 714-292.2602 PRG JAMES HAR(31E 9UILDING PRODUCTS, INC, 1.9$&54Ze7 13 1nl'Q@Jarneshardie, corn Piodua Product ThlGitnOSS 1nCheS} Indies) Fastener iype - Fast 09Spa Frame Type'Oscing Faslonar tin as Bi>17ding Height ; peer), 9 C D B G D AToaabie n t.cad l?Shi 6rAa 6 pG ESpQ 1<s Ke GC HardiePlank Vie 9.25 0,1t1Q" shank X 0235"Hi? X 1,5 tong rucg shariit; nail1 Blind nefledto WSP 2X4 Wood or 20 ge. st" Traming, 7116- thine WSP shealtwng:. a 0.15 175 159 144 136,. 123:. 112 443 0z7 0.55:.7.03 iY 1 4.e5-.1.a0Z8 085: 1.4 0.t8 ' 20 175 155 141 136 120 log 44.3 07 Mo tw 2, t75 5i 13g . 139 t17 107 44,3 01 G9! 1,42 1 0.85 1.4 Q.16 ' 30 175 t48 13G 136 : 115 105 dd.3 0,7 055 1.16 1 0.85 1a 018: 35 172 146 t34 133 113 iO4 443 0'3 1,01 119 1 Q8S t4 d918 40 18a, 144 i33 131 i11 10-3 4413 M70 1,04 122 1 0.&5. 1,4 Q78 4,5 1e6 142 131 128 I t 0 102 44,3 0.185 1.G@S 1.245 1 50 163 140 130 126 912J iQi A4.8 0:$i 1.t 1,2F 1 O,aS 1.4 MIS 55. ifii 13S 129 125 109= i00 44.1 083 1.11. 1,29 1 oa6-.-14 O.ia,' so 159 136 128 123 107' go 4"13 0:8r t.S3' 13t t. 0,8.5: 1.4 0,18 tot) 132 i1T 110 102: 90 a5 44:3 0 9' 1,2i s,43 ha50 1 0.95 L$ 0,18' F€5rdiePlBnk. 5°16- 9,5 0.0 sli8rde X Q.215' HE'' Xt,S'14r>g ringbhank" nail'e Blind nalledta Sh$P 2X4 Woad or 209a: steel framing. 7tt6'd11ck. WSP sheattlirlg fi3 Q-ia 1i3 367 142 134 ; 121 110 43.0 07 Mes. T.t: hm 1 i 09w 0,85 t.+ t.d 0,111 0,182017315293g' 134. Ila :: IQ$ a3,0 0;7 OV A 25 173, 149 136 134 115 106 43.0 0.7 Q94 . i_12; 1 0,85 1.4 0.16 30 173 146 134 134_ 113 104 - 4&,0 MT 4;ia 35 169 144 132 f3i : ill 103 43.0 0,73 1,() 1 lit 1 0,85 A 0.18 a0 142 131 129` i10 101 a3.0 76 04 1:22 1 0185- 1.a` oJe 45 N157 i40 17$ 128` log 100 43-0 0.7 Qbs 1.24b i 085_-tA 6f8: SQ 138 128 i24 1Q7 99- a3.0 0.$i t09 i>2] i 0_ffs 1-4 O.la 55 i37 127 123' Q6 98 a3.0 0:d3 111 t29 1 0,05 iA 018: 60. 3Q 126 121.I 106. 98 4100, US 1,13.: 1;31 1 085 1,4 0_ 6' 1QQ. 115 Ica 100':.. 89 84 43.q 0,09 i:25 E vCO 1 0 1.8 0-ta wdiePtenk wig 12 QYt shank X0.215 Mao Xt:5'Kang Shank:WS? Blind tlalledto WSP 2X4 •wood'. Qr y ge, 8tgbi framing• 71ia,thick gtlaalivng 8" 0-15 :' 1.37 125 1 b7 106' 9i 33.0 0 7 0:85 1,0i h 1 t 0.E5 Me$ 1.4 0,18' 20 151 133 122. i17 103 4 a33A 0;7 0.9. 1.09 25 151 130 119 117' 101 93 R40 0.7 1,12 1 " 0:85 t,a Mill 30 15 i28 11T 117 99 : 91 33.0 0;7 i.18 1 0.65 t4 1I i - 35 l d$ 126 11a i1S 9T 33.4 T3'1.10 1 0 66 ia O.ia 4U : 145 124 1.14 tt2 0ti 89 0.70:1.22 1 0.&5: le O,Ta 45 143 123 113, i11 95 as 330 1785 r( 114 1,2450.t§5 1:a- O,fBtt+t9 60 141 121 112 ft19 94 330 0'.61 1:27 i065t d0.tiina11' 55 139 120 1;i1 to8 93 B6 3az 083 5.29 1 C65.-t.4 O,tBa0, 13T ti9 110 106: 92 33.0 0:85:137 t 4.iT5 t.a 0:ia IM 114 101 94 a6 _ 7a 73 330 M99 1.26 1,a3 t t 0,85 i<8 0,1t3 HardiePlank 5118 5.25 D,090"' siiatlkX 0.2t5"Hf} X 157 hang ling shank nag Blind naiigd fo WSP 2X4 Wood ar 20 ga. steet framing: 71tbr thick fSp SiteStNsig:' a Q05 283 257 w 21$ 199 i8t i15:6 Oil 0:65 1,03 tr*0 1 OB5 0,05 t.4 1.4 4.18 0,i9, 20 2$3 250 223 2i9 193 1T7 175.6 w 0.9 1-stix a 3 ia9 QT 404 t i2 0.85 IA 016 30' 283 239 220 219 1$5 170 1tS.8 0T, 0.58 1,16 1 0.85 1.4 018 35 277 M 2 7 2i8' 183 168 1r5.s 0:73 1,01 t„19 1 085 1;4 0.1a' 40_ 272 232 215 2i 1 to tf1$ 115a 678 104 1:22 1 0 a5 1,4 O:tB 45 : 117 230 2i2 2AT 17$ 164 11511 e_T85 1065' i2AS 1 42S" 1 oie 5f1 2d3 227 2-10 2": 176-. 163: 115,6 Q.81 1.9g 927 11 MW, IA W0 55 260' 225 209 201' 174 162 t S6 asa 111'-' 1313 1 0.$' 1.4 0s18;' 60 257 207 194 173 tag t15,8 0,05 t.13 1.3 t 465 1.a O.ta 10Q 213 169 177 185 146 137 410 0,99 A22?; i.43 tpw 1 dies I's 0. 8 NardlePienk at16 8.25 4,090" Shank X 0.215 Hp 1.5'uxlgnalli shank Blind d p WSP 2X4 wood' or 20 go, steel framing; 116" thick WSP 6 15: 253 ::: 230 209 496 176 162 92.a 0:1 DAS-, 1.03 0 rt?60 1 1 0.85 dAS t4 tA 0,t9 018202532232Q1194- 173 15a, g2,E 0.7 0.8 1,08 25 253 219 200 196 169 155 94 1.12 1 0.85 t,4' a.tB 253 214 14T 196< t6a 152 fie 1 i6 t 0.85 1-4 g„te 35 iZ 211 194 192i 163 150 W'" F 1,19 1 095 4A 0,18' 40 243 208 192 986> 161 1' 49ri,1g O4 1,22 1 085 1.4 M" 45 238 2w Igo IK 159 1.47 t1fi5 12a5 t O aS i.4 0.18 S0 235 t8$ i82: 137 146 08- i.2:t Q.aS 14 0.1a. ft@i11sheathing' 55 233 203 MI t8T 1i30 156 145 nE Q'1131.29 1 0.35- 414 O,aa. i30 t00 230 190 199 169 1 a5 150 17$ 147 159 131 143 123 926 6 0 85 0 1.13, t -5 t.31 t.43 1 0.B5 Q B5: 1.4 9' Oils 10 RONALD L OGAWA ASSOMTES, INC; 18836 ALGONQUIN STREET7d44'3 HUNTINGTON BEACH, CA92649 714-292-2602 714-908-815 FAX P.^ lcr otn eCr1 e- JAMES HARDIE BUILDING PRODUCTS; INC, 14$8.5424343 nfb@iameshardle.aom Product Prodia ihlckate`ss Inches) V&h vir es? Pa51etler Type Fastener Spacing Frame Type wat er. Spacing inchesi ) 8WIding Heigh11,2 ti9at C 0 8 C 0 Load, F47 ev 8 EXP G P 1] ka ka GG, y HardlOPiank: 5/16 725 D.D9D" shank 0.215' 110 X shankrimygshaank na41, Blind nailed to; WSP 2X4 wood or 20 deer framing. 7116" thICK 1sSP' sheathing: 6 0- 15::. 231 210, 191 t7_9. 1 63 14$.0 7 0.85 1.03 ' h560 1 1' mo a85 t, a 1, 4 0. ta20 0,19 231264Jae17S158144' t} 0.9 u06 2, 5231 200 163 179 155 142 0:7 0.94 t,12 t 0.8S4 0AII 30 231 196 ISO f7$-. W 13? 77.2 07 0.Y381,16- I 1t,$,S: 1.4 OAS 35 226 192 177 i75' 449 137 772. 073 1_01 1,19 1 a 1.4 01a 40 222 190 175 172 147 136 772 0,7a" J14 122 1 OH5, 1.4 018 45 216 187 I 16A:. 1d5 134 77„2 0.785' 1,OE5 1245 I O,E511,4 SY,1ti. SO 215 JOS 172 166 144 133 77,2 0,01 1 J-091 1.27 1 0A-A1-iA 048 55 : 212 184 170 1 16,4142 132 47.2 0i(13 1:11 129_ 1 0.H660 210 162 1 69163' 141 431 7712 0185 1.13, 131 I 0,05: 1.4 t Q.16 1tY0:: 174 154 145 135 119 11-2 17,2 0,99- 136:KI- 22 i? W, 1 085 AS All) HardlBPlank 5116 7,5 D` 1 1i sttarlk? t: 0: 215" HD; t. 5" ring Sk IT1E Burnt na, lfr' Vc P 2X4 wood or 20 ga. ; steer- ttaml; tg; 7115` thick WSP i 0- 15 227 200 187 175 159 145 7+t,1 0:7- ass-tiSoiJ 1 f 1W 4. 85- 1, 4 1. 4 Q1H; 20 227 200 182 175_ 155 141 741 07 11,9 25 227 t98 179 175 151 139 74.V ' 0.7 0. 1 0,25 I a Mlfl 30 227 t91 1;7$, 175> 146 tU 74.t a:7 0,98 f aHs t 4Fie 35, 222 149 174 , 172 146,- 135 74.1 073 1.Q1" 1 0£i i-I 0.1H; 40 217 186 172 168 144 t33, 1 t s 016 1.04 1 Gas 1.4 0.1$' 45 214 t#4 170 165, 142 132 74t fk78S 1.C6ta 1 485 i 14 D 10 50 211 182- 168 163 141 130 74.1 0191 1.00, 1,27 1.4 0.t6sheathing 552GBISO107164139129-. 74,1 A:P,31,11 t-20, 1112 f.4 0,1860 206 170 166 15$: 538 _ 12'8A,f 0.851.13 t;31t 4 O is 1D0 - 170 151 1:+42 132: 117 ft0 7411 1 IM 1.43 AW_ ' 1 0,83 1,8 a.18 HardlePtanki SFiP 8 0, 090° Sh3nk7i: 6, 215" Hoeft X 1' bag nng sh3nlf n. dl naied to WSP 2?( 4 wood ar20g11 stool rraming, W1$ thick WSP sh& alhntg 6 Q 15 2i8 1gS 180 169 163 139 68,6a7 4,H5- 1,03 romp 1 1 8 0. 8514 a- 0, t8 0. 18' 202161921713169; 140. 138 0;7 0-0 f.r 25 21$ 1$B 1 P2 159 1+18 133 8.EOT 0'61 1.12 1. d,BSi e O iB 30 218' 184 tit9 t68" i43 131 8.6' 0:7 09s t.tf3 1 Q:35' i? 0.18 35 213 18t 167 165'. 141 1 68.& 0.93 1,01 119 1 IS-85. L4" Ali 40 200 179, 165 152 139 128 Hs a a:76 1,a4 122 n 0 $5 i a 0,18 45` 206 177 163 159 1$7 f27 6s,8 0,H5 1.085 1.245 1 Q.85 fA 0.tt7 50. - 203. 175' 11€2 157 i35 125 8 0,$1 149 1:27 1 a.s5: 11A 0.1V 55 2D0 173 161 155 134 124 6a6 V 1,11 1,28 fi rAS 1,a 0.180" 019S 172 11i9 153' 133 123 Q 1i16 1,13 100 1154 145 1`36127 1.12 105 W AX 1:28 1.431t 6a 005 1,s 0'% Hw' diePlank: 5ttts 5,25 009A"' Mank X 0. 215" Ho X ° lank r61g shank n8ilr' BED mil to WSP 2X4% vWd, 9r 20 ga. step framing, 71W thidli WSP Shealhl! 19 6 0- 15 - 214 194 17o f66' 150 137 46.0 1I:7 0,H5 I'MtiE6 r 1 1 t783 Fss i, 4 1, A p. t8' 0. 18` 20214 ': JW, 172 156 148 133 664 61 0.9, I,08 25 214 t84 S69 156. 143 131 6s.0 a, 11,94. 1,i2 1 11B5 4A OAS 30 214 181 T88 166 140 129 Wo 01 Ass 1.1a 1 0.65 a.1e 209 l78 164 162 138 .: 127 8.0 0173 1.01 t.19 1 4.85 41 1,4 O,fEf 3540 205 175 162 159 136: f25 Q 07& t-04 Y22 1 185 45: 202 173 f60 t56 134 124 0 i1.-785 t..(Bb t:?t5 1 a9S' t:a. O.ta1 50 Rt19 971 159- 154 133 t231 571085-i 0 1 1ottQ: 1.27 1 OAS 1'4 G19 55 : 196 170 757 1521 i32 f22 0.7t3iAll' 1.29. t 0BS 14 0.1ar 6t}:_ tg4 168 156 150- TM 121 tl't51..* t.31 i 0.05 1.1 018' 100 16t 142 134 124': 110 104 Qw tom._ 1.43 h>o, 1 Q 1,8 018 FardinPlank 511Ts 925 D. 090" shank> 4 0, 2'w5"I`lQ XI , 5irertg ringsharli r nailBlind nailed to WSP 2X4 wood or20g2. steel framtngy 7116" lhiek WSP' sheathing S 0. 15, 200- 182 - 165 155• 141 129 01 0.a 1,0.''- n 0 1 1 a,: ss- a: HS' 1. 4 CAa 0, 18, 202001771611551$7 1259 B 7 Q,& 46: 2S__ 20 173 158 155 134, 1.239D'7 a.m 1.12 1 6.85 1 d0.1830. 200 169 156 155 1$1 12fi9 A7 0.1e.. taS 1 Air 1,4 018 35 1W 167 1-54 152: 129 t 1499 0;73 1.01 L1F" f qg5} 1.a Q1e. 40 t92 164 1`52 149• 127 117h LOA- f[2 1 0.e54 Dt,B0$ 169 162 150 146 12a t169 0,785 L 1,245 0: IS$ T60 149 144 124 1'i59 O H1 t.a9 177 1 0.t154 A 0,18 55 1S4 159 146 142 f23 114{1 0:&3', I'll 1,29 1 0 s, JA OAS 60 182. 158 146 141 122:: 1139 085 t.13' I.31 1 95- 1.4 k 8 ttu+ 150 - 153 125 117 103 97 51:t1 089 f 26 1.43 w RONALD 1.OGAWitA ASSOCIATES, INC. 16835 ALGQNQUiNSTREET #443 HUNTINGTON BEACH, CA 92649 714- 292-2502 714- 908-1815 FAX PROJECT` RIO-2577-15 JAMESHARDIE BUILDING PRODUCTS, INC 1- SM542.7343 in f6aanl0thardie.CoM 2012 MC, 2M4 FS . 2072-IBC, 2014-ASC " AnOWAtile, Ultimate" Allowable, Nominal Design Wind, Speed', Design Wind. Speed: V `' ut• l s sw, 3- second gust mph) 3-second gust mph) POldU61a to.Iri4ftdS sc 4 F #1 ] seco C, 2014 F6C] Sacidan 1805, t.1, a3.tleiemUrardby 2412ik, 2014 FWI *. 912waa 608A B, of C: A}* d:tibe iO rflOiliOOt s1 red in excePOn51through 3 oft2012 IBC, 2014 MCI section teal, 1, CoofdirTenm used In Tabu a eadcutaftm forV, Vvlw wtposure category Mind exposure category Wing. i4 Product ProductFastener Thikness iiiches nth tincnes} Fastener Type Feslener Spacing Frame Type spacing inches) Building Height'- feet) B C D 6 C D Aiiewable emu'' Land r} SFI Ew 13 FxF C I EJP0 J Ka - cx, GC,; 0- 18 197 179 163 153 13g 126 4%2 07 US 1 1.03 tffiiSQ, 1 0.85 1.4 CA& 20 1.7 174 159 153-- 135' 123 58.2 0.7 119, 1.08 1 ass 1:41 0.7e- HardiePiank 5715 9,5 0. 09V shank X 02151 Ho Blind naldedto 2X4wood or 20ga, sleet rramtng, 6 25 197 170 156 153 132 12i z 0,7' 0.941.12 1 0.a5 4,a 0.18. 30 197 1 167 163 153 129 1 1 i 52 0:7, 0.981 46 1 0 85 4.4 0,1936 193 164 151 150 127 111 50.2 0,73 1,01 1 15 1 D as uit 0,18 40 189 WZ 149 t4T 425 116 6ri,2 0;76 1,04 1.22 1 ASS 1.4 0.18 45 188 160 148 144 124 1ta` 5a,2 07E5 1.085 a,«fl8 1 a.e]e 1.4 0,1e- Xo1.Manx ting5hani4; nab' SP 7/16' 1n ck WSP sheathing 50 183 156 146 142 122 113 1 e,Z 0 1 1,09 1,27 1 oa5 1.4 O is 55 181 157 A45 140 121 113 56.2 0.83 1-It I.28 1 P11115 1,4 4la 00 V79 155 144 139 120 112 1 4582 0.85 1-11 1311 1 035 14 418 I 148` 131 423 1 115 ` 102 95 58 2. c;w,, 1.76 . 1.43 h-W, 1 0.55: 4.9 038 0A5 173 1ST 142 134 121 714 41,10.30.85 1,03 tt 60 I O85 11A 0.18 20 173 152. 139 134 118 ; 108 43A 0.7' 0.9 I -as 1 0F85 1.= 0.19HardlePlank 5116 12 Ci 0rJ4T s# 13nkX, 0. 215 HD 1. 5" Ong. tiny ' Itialiic Blind gaited to V' 7Sf2X4 wood or 20 ga. steel franiirig,. 7J76' 1hltbt. WSP sheathing' 6 2S 73 149 137 134 115 106 43,1 0 T0.941,12 I 1 0.85714 0„19 30 173 146 134 134 113 104 43.1 0.7asa 1,16 1 085 1.4 o".8 35 169 I. 132 131 111 103 43.1 0.73 IAI 1:19 1 0,85 IA 0.13 40 1Q8 142 131 128 110 101 43A0.78: 1.6E 1,22 1 0.65t:4 cl18 45. 163 140 1:30 126': 109 100 43,! 0:785 i, 1.245 1 a.a5 fA 0.18 50 isi t38 12. 124 107 99 43A 14,61 1r_tq"_1X1 1 OAS 1,4" 04"18 55 10 137 12t 123 -; fps . 99 3.1 0.3 1 # 1.20 1 0,35 1 4 0 l8' Sfl I57 136 128 121-- i45 -,,88 411 685' 1:13 t2i 1 D:85 1,a 0,16 100 130 1 1151 Io itlt 6g 64 431 Ii 1.?8 341 tas6Q; t 0.85..18 0 13 1. Building hettihl -Mean roof halahl tin feQ of a buitding, except that eave height shall be used for roof angle El less than or equal to 101 Q-12 roof slope). I by 12012 IBC, 20141 Exceptions I Tirol gh B. Vltfnd sped i3asign as,sumptiolis perAnatylicaI Method`in ASCE 7 10 Chapter' 30 C8C Part 1 and Part 3; K, 7, Fastener length shalt lie -sufficient to penetiale back side of the WSP sheathing by at teas] 114' for nalls or 3 LIMITATIONS OF USE: 1) In High Vefocity Hurricane Zones (WRZ) Install per Mforni-Dade County Florida, NOA 15-4123,Dk AA; 1609B, or ]809Ct ASCE 7-10 Figures 26.5=1A, 26.5-18, or 26.5-1C. 014FOCI Section 1669.11; V,m, and shall be converted in accefdanco wdh12012 IBC, 2014 FBCI SeciW IGIA1.3.1 :to on 1809. 1,1. Exceptions 1 ti Wugh 3' ara used Ka=0. 86, GC= -IA (t15 i01, GCa=-i'„8 (h s0j, GCa=0.1E: t ]It## ads for ficiews:. 12 hi--telo' t' REPORT NUMBER- 3148104COQ-002 ORIGINAL ISSUE DATE: May 30, 2008 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7CI RENDERED TO JADES HARD BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 PRODUCT EVALUATED.- HardiePlane HardiePaneIT" Fiber -Cement Panels MIA I I IATIrNM PPnP-FRTY- Structural Testina 7-hts ropw is for the,exclusive use of fntertek Clie;7t,and Is pn intertek's respons IJbWt.y and liability are limited to the terms anc party, other tanto the client th accordance with, the agreemel h: report., only the Client is au"thorized tocopy or distribute this re, Dire sale tested I of itsmarks, for the or adverbsetnel't Of the Intertek. The Observahom and test resuft la 01$ report r are 'e ,releChat mate pvtdu orserv, the , t, lcelsor has ever been under a rant to the agreer of the agreement ns, expense or d and its C 1 James Hardie Building Products, Inc. Report No. 314M4000-002 Tableof Contents 1 Table .,~~_-~.`,____,,._____,._.~,._,,~_~~,~_._~_,.._,_'___ hm odunbMo^-~^~~~--`—^-'-'~--'`~--------~-`-^'^^-'--`-''-~`~-^~^~— 3 TestSamples ........................... --- ^....... ......... ^......... ...... ......................... ........................ " 3.1 3 32. '._^------.—'---__--.----_'--'.. 4 and '-'-''^'-----'~----'~^-`'----'~-'''^^-- 41. Conditioning ............... --- .................... ............... ^-----'''''^—^~'^°~^^-'^-``'~^3 44.2 Load ^^'.__-'-^—'~-~~`~._-~--_.._,.-_~''--_'-~'...- 5 Testing and Evaluation Results .....~_-~.-............................................... 5 4,3, Results and Observations....... ................ ............. ..... '................. -.^~_.............. 5 6 Conclusion .__~_. -_.,_..-__---^-__--~.'-~_.^__--,__+-.._~.__.'-. ......................................................- 8 Appendix A Transverset pages . _ ` t Jata_---_-'.--~'--^-----''--^` REPORT NUMBER 100717048C00-003 RIGINAL ISSUE. DATE:May 1, 2012 REVISION DATE: May `24, 201: EVALUATION CENTER INTERT'EK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7C1 RENDERED TO JAMES HARDIE'BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 PRODUCT EVALUATED: HardiePlank@ and Hardi-eShingle@ EVALUATION PROPERTY: Transverse Load Testing ,k4l Report of ,HardlePlank@ and HardieShingleS tested In accordan FLp -. ASTM E330-02(2010), Standard 'rest Atethod' for Structural Perform lfi SSI Exterior Windows., Doors, Skylights and Curtain Walls by Uniform Static s rrrrJwoioll Pressure Difference Ttris report is fbr the exclusive use of Intertek's Client and is provided pursuant to the afgreemeatt between Intertek and its Client. fntertek`s responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement for any loss, expense or damage occasioned by the use of lids report. Only the Client Is authorized to copy or distribute this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service Must first be apPro- ved in writing 6y Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the ,material, product, or service is or has ever been under are Intertek' certification Program. James Hardie BuBding Producls, Inc, Report No. 100717048600-003 Page 2 of 6 1 Table of Contents 1 Table__~_____',.___,__,_____`__^'_.____,_._`_^_'_,_._2 2Introduction .................................... ............ ...... ~,^,,~~^,~.~_~~'_,,'~'__~,^~~,~_~'_.3 3Test............................................... ........................... ....... '-_,.................... _-.. 8 3JL_~ . . - ......................3 _-_`-_-_--_. -' -,.----..-__ --------.-_--_ 3.2. Sample And Assembly Description .................... -...^^............................................... 3 4 Testing And Evaluation Methods ___--__-'~_-__^.............................. 3 4.11` _~~... -............. ............................ ............. ................................. ........ <9 4.2,Tra-~~ .~, `- _~~. ~_ ~_`~... _ -. -^. 3se _-__.......... .- . -- ' _ ^. ` - - ---~--. _.--.'^'. S - Testing And Evaluation Results ................................................ .................... - ..°.-_-m~^!5 5` , ........... _.......... ...................... '............................................ 5 6 Conclusion ................... `....... ............. ......... ............ -_^,-........ ^~_^~.-_....... ...... -^~6 Appendix A Transverse Load Test Data _-__----.—..-_,......... RevisionSummary ..................................... ................................................ ............. ........ ^[Page REQUIRED INSPECTION SEQUENCE wpA . -i . 7 R 3,-4 Address: i oS J vaPo2T BUILDING ]PERMIT Min Max .. Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing —Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 Min Max I<ns ectionn Descri tionn Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final f4 bp.Yra'A:lit' iCn•.. .. +i.a.—y;1..1 1?Ftj;bar Min Max Inns ectionn Descri tllon Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final WcxArrICA'Le t-li T ; Min Max Ins ection Descri tion Mechanical Rough Mechanical Final Min 1Max Gas Unde Gas Roug Gas Final