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1049 LITTLE CYPRESS KEY RES19-0064 SIDING PERM RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0064 ISSUED: 3/7/2019 800 SEMINOLE ROAD --.19 ATLANTIC BEACH. FL 32233 EXPIRES: 9/3/2019 MUST CALL INSPECTION • i • 247-5814 BY 4 PM FOR . INSPECTION. CODE,ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING OF • OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1049 LITTLE CYPRESS KEY RESIDENTIAL ALTERATION REPLACE T1-11 SIDING WITH $17000.00 RESIDENTIAL HARDIE SIERRA TYPE OF ZONING: :D • • • GROUP: 172027 5832 SELVA LAKES UNIT 03 COMPANY: ADDRESS: CITY: STATE: ZIP: SUPER SIDERS AND TRIM, INC 65 W. 9th Street Atlantic Beach FL 32233 • ADDRESS: WEISS EDWARD L 1049 LITTLE CYPRESS KY ATLANTIC BEACH FL 32233-4349 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 • . • Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $140.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $70.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.15 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.10 TOTAL: $215.25 Issued Date: 3/7/2019 1 of 2 City of Atlantic Beach APPLICATION NUMBER s Building Department (To be assigned by the Building Department.) 800 Seminole Road / Atlantic Beach, Florida 32233-5445E - (,� Phone(904)247-5826 Fax(904)247-5845 27 .�1) E-mail: building-dept@coab.us Date routed: Z_C; City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �q LI TY[.E L�P,e�. ment review required Yes o Building Applicant: (� QE(Z �� 10G2.5 ( 2 g &Zoning Tree Administrator Project: FGR' i-EI C Q{� ((�t,�jC� Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers `C Division of Hotels and Restaurants \e Division of Alcoholic Beverages and Tobacco Other: 11 O APPLICATION STATUS Reviewing Department First Review: MA-pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: ,/�I vo - t2{ cer l / BUILDIN �V I • T 0 '�'J PLANNING &ZONING Reviewed by: �JTDate: V20 TREE ADMIN. Second Review: []Approved as revised. Denied. ❑ pp ❑ [-]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 'lr�"� Building Permit Application Updated 10/9/18 1 City of Atlantic Beach Building Department "ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY It� Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: �Z� ! ��\H l e— �U ,d f !ae,5 Ve q Permit Number: !�G �S) Legal Description !JP 11)61 LC[ lees G' H r�7 �z�% _RE# /7.20 Z 7 Valuation of Work(Replacement Cost)$ /7 U U U Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition hAlteration ❑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 roiect? ❑Yes must submit separate Tree Removal Permit ❑No Describe in detail the type of work to be performed: Florida Product Approval# for multiple products use product approval form Property Owner Information Name e/SSS Address `z)y� 6// �' c /ns�;- City f 1 fL State rZ Zip ?77 Phone — t'/ -e E-Mail J Cts , Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information / NameofCompany 5",Q(r_51k°/SG/Ae/ L/ii*r � Qualifying Agent Address 6_YZA) , $4-. City_�� f� C Sta l'. Zip ?ZZ3 3 Office Phone 3T35— Job Site Contact Number State Certification/Registration# ri5S-251 E-Mail i['/ a psi I �/YQsaG� /iiy+ •Ca.�-� Architect Name&Phone# J Engineer's Name&Phone# Workers Compensation Insurer 'n OR Exempt❑ Expiration Date 2 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work o instal lation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT YO PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LE DER OR ATTORNEY BEFORE RECORD YOUR NOTICE OF qOMNJeNCEMENT. (Signature of Owner or Agent) (Signature of Contra _ Signed a d sworn to(or affirm )before me this d of e d sworn to(or it ed)before me thisZay of (Si tur ota ) Si nat re oa6- - W Personally Known 09tr f.]�Personally Known OR CINDY J.MCINIIRE [ ]Produced IdentificatCpfI1�11551011#GG 279801 [ 1 Produced Identification Type of Identification: ? Type of Identification: Bonded Thu Troy Fan Insurance 8003857019 _.10. ptWEWID FOR CODE COMPLIANCE CM*f QF ATLANTIC BEAW So pgRlMAS FOR ADDITIONAL REQVWW1 EMT,$AND CONDITIONS/ O REY[IMIE� Irf. - SATE, 9912 017 Florida Product Approval HardiePanel° Siding OFFICE COPY • For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 07- 0418.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2297-11. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. Hardie Panel®ffr W ~ JamesHardie Vertical Siding � EFFECTIVE APRIL 2009 OW INSTALLATION REQUIREMENTS-PRIMED&COLORPLUSO PRODUCTS Visit www.iameshardie.com for the most recent version. SMOOTH - CEDARMILL° • SELECT SIERRA 8 • STUCCO IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OTm PRODUCTS OUTSIDE AN HZ10TM 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: © CUTTING INSTRUCTIONS Store flat and keep dry and OUTDOORS INDOORS covered prior to installation.Installing 1.Position culling station so that wind wg blow dust away from user 1.Cut only using score and snap,or shears(manual,electric or pneumatic). and others in working area 2.Position cutting station in well-ventilated area siding wet or saturated may result in 2.Use one of the following methods: shrinkage at butt joints.Carry product a gest: i.score and srw o.Shears(manual,electric or pneumatic) -NEVER use a power saw indoors on edge. Protect edges and corners b.Bever: i.Dust reducing circular saw equipped with a -NEVER use a circular saw blade that does not carry the HardeBlade saw lade trademark from breakage.James Hardie is not HardeBlade"saw blade and HEPAvacutm extraction -NEVER dry sweep—Use wet suppression or HEPA Vacuum responsible for c.Good: I.Dust reducing circular saw with a HardieBlade saw blade (orly use for low to moderate cutting) damage causedImportant Note:For maximum protection pow�est respirable dust production),James Hale recommands always using"Best"-level cutrig methods wfrere feasible. by improper storage and r�osbt apprawxf respirator s can be used h conjunction with above cuff ng practices w hair er reduce dust a�osures.aedirional a�osure nionnation is available at wwwpmeshardie.lom to help you determine the most appropriate cutting method for your)orb requirements.ti concern still exists about ex posure levels oryou handling of the product do not comply with the above practices,you should always constft a qualified industrd hygienist or contact James Hardie for turnrer information. S=105 GENERAL REQUIREMENTS: • HardiePanele vertical siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.Irregularities in framing and sheathing can mirror through the finished application. • HardiePanel vertical siding can also be installed over foam insulation/sheathing up to 1"thick.When using foam insulatiorifteathing,avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing.Extra caution is necessary if power-driven nails (fasteners)are used for attaching siding over foam insulation/sheathing, • 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 HardieWrapTM Weather Barrier,a non-woven non-perforated housewrapl,which complies with building code requirements. • When installing James Hardie products all clearance details in figs.5,6,7,8,9,10&11 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. • Do not install James Hardie products,such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on vertical wall applications only. • For larger projects,including commercial and multi-family projects,where the span of the wall is significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie®Siding Products"at www.JamesHardie.com. • DO NOT use stain on James Hardie®products. INSTALLATION: Fastener Requirements Joint Treatment Position fasteners 3/8"from panel edges and no closer than • Vertical Joints-Install panels in moderate contact(fig.1),alternatively 2"away from corners.Do not nail into corners. joints may also be covered with battens,PVC or metal jointers or HardiePanel Vertical Siding Installation caulked(Not applicable to ColorPlus•Finish)(fig.2). • Framing must be provided at horizontal and vertical edges for nailing. • Horizontal Joints-Provide Z-flashing at all horizontal joints(fig.3). • HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 • Double stud may be required to maintain minimum edge water-resistive barrier water-resistive barrier nailing distances. 2 4 stud 2 x 4 stud wad bam rhe water rfive Figure 1 _ _ ~u�rpanel upper panel 5th t; v4•gap Do water-resistive Caulk Caulk 114'gap barrier sheathing72' el Batten Joint "H"Joint ~Z-flashing T `Z-flasfdngf ing water-resistive barrier decorative 2 x 4 stied r band�� keep nails —lower bier 3l8"min. panel f—P franel om panel edges plate Figure 4 7 leave appropriate gap between Recommendation:When panels,then caulk* installing Siena 8,provide Caulk Joint a double stud at panel contact (Not applicable to CdorPlus®Finish) joints to avoid nailing keep fast 'Apply caulk in accordance with caulk through grooves.away frommanufacturer's written application instructions. For additional information on HardieWra TM Weather Barrier,consult James Hardie at 1-866-41-lardie or wwwhardie .corn WARNING:AVOID BREATHING SILICA DUST James Hardie•products contain respirable crystalline siira,which is krhown to the State of California to rause cancer and is considered by IARC and NIOSH to be a cause of cancer from some ocapational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potent*fatal lung disease called si eosis,and has been linked with other diseases.Some studies suggest smoking may increase these risks. During installation or handing:(1)work in outdoor areas with ample ventilation:(2)use fiber cement shears for cutting or,where not feasible,use a Hardiel1lade°saw blade and dust-reducing circular saw affached to a HEPA vacuum;(3)warn others in the immediate area;(4)wear a properly-fi ted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer I..II&,, to fiufher limp me ARNe China AYwgwP_5. nerim HPAn-Im use HFPA vanmms ry wail HpAmm nwtMvlc-raver dry awmn.Fm firther irdmnatinn mW In my indallatinn inNnuiinns all MaWal SRfPIv CLEARANCES Install siding and trim products in compliance Maintain a 1"-2" Maintain a 1" 2"clearance between At the juncture of the roof and vertical with local building code requirements for clearance between James James Hardie products and decking surfaces,flashing and counterflashing shall clearance between the bottom edge of the Hardie'products and paths, material, be installed per the roofing manufacturer's siding and the adjacent finished grade. steps and driveways. Figure 7 instructions.Provide a 1"-2"clearance stud between the roofing and the bottom edge swing Figures siding resistive of the siding and trim. C1•-2' barrier Figure 5 i deck material 1 I Figure 8 i ° 1°-2' 1'-2'bottom )I �� joist flashing ledger cronaeto 6"min. foundation Figure 11 ,.e KICKOUT FLASHING Maintain a 1/4"clearance Maintain a minimum 1"gap swims it, r ;; Because of the volume of water that can pour down between the bottom of James between gutter end caps and 5 /,; r a sloped roof,one of the most critical flashing Hardie products and horizontal siding&trim. � � details occurs where a roof intersects a sidewall. flashing.Do not caulk gap. The roof must be flashed with step flashing. Where Figure 10 S m'n a nb the roof terminates,install a kickout to deflect water S n away from the siding. Figure 9 S oTyedge FDo siding It is best to install a self-adhering membrane on the not 11a•gap wall before the subfascia and trim boards are nailed aulk siding All in place,and then come back to install the kickout. Figure 11,Kickout Flashings To prevent water from dumping behind the siding and the ring fascia end of the roof intersection,install a"lockout"of sufficient length and angle to direct the gutter and end cap water running down the roof away from the siding. GENERAL FASTENING REQUIREMENTS • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant,galvanized,or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE:Published wind loads may not be applicable to all areas where James Hardie recommends the use of quality,hot-dipped galvanized Local Building Codes have specific jurisdiction.Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. fasteners. Stainless steel fasteners are recommended when installing * Fastener heads should fit snug against siding(no air space).(fig.A) James Hardie°products near the ocean,large bodies of water,or in • Do not over-drive nail heads or drive nails at an angle. very humid climates. • If nail is countersunk,caulk nail hole and add a nail.(fig.B) PNEUMATIC FASTENING • For wood framing,under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer(For steel framing,remove and replace nail). Pneumatic fastening is highly recommended. Set air pressure so that the ' Do not use aluminum fasteners,staples,or clipped head nails. fastener is driven snug with the surface of the siding.A flush mount Snug Flush attachment on the pneumatic tool is recommended. This will help control theCountersunk, depth the nail is driven.If setting the nail depth roves difficult,choose a Caulk 8 p g p p � add nail k10 0 setting that under drives the nail. (Drive under driven nails snug with a do not under DO NOT smooth faced hammer-Does not apply for installation to steel framing). Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Bastomeric Joint Sealant complying DO NOT use stain on James Hardieo products.James Hardie products must be with ASTM C920 Grade NS,Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. Joint Sealant complying with ASTM C834.Caulking/Sealant 100%acrylic topcoats are recommended.Do not paint when wet.For application must be applied in accordance with the caulking/sealant rates refer to paint manufacturers specifications.Back-rolling is recommended if manufacturer's written instructions or ASTM C1193. the siding is sprayed. 'The illustration(figure 11)was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION.For subscription information,visit www.jlconline.com. RECOGNITION:In accordance with IMES Legacy Report NFR-005,HardieParO vertical siding is recognized as a suitable altemate to that specified in:the BOCA National BuJdug Code11999,the 1997 Standard Building Code,the 1997 Uniform Building Code,the 1998 International Om—and Two-Family Dwelling Code,the 2003 International Building Code,and the 2003 International Residential Code for One-and Two-Family Dwellings.Har&P"vertical siring is also recognized for application in the follow ng:City of Los Angeles Research Report No.24862,State of Florida listing FL#889,Dade County,Florida NOA No.02-0729.02,U.S. Dept.of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23,City of New York MEA 223-934A,and California DSA PA-019.These documents should also be consulted for additional idonnatim concemirg the slifablity of this product for specific applications. ©2010 James Hardie Technology Limited.All rights reserved. TM,SM,and 0 denote trademarks or registered trademarks of Additional Installation Information, James Hardie Technology Limited.H is registered Warranties,and Wamings are available atJamesHardie trademark of James Hardie Technology Limited. www.jameshardie.com / a ws P PROJECT RIO-2297-11 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE@ BRAND FIBER-CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 I TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4-8 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 I TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6,ALLOWABLE WIND SPEED(MPH) FOR HARDIEPANEL SIDING 6-8 LIMITATIONS OF USE 8 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: RONALD I. OGAWA&ASSOCIATES, INC. 5801 WARNER AVENUE, #376 HUNTINGTON BEACH, CA 92649 714-292-2602 + 714-908-1815 FAX +++ T.• STAY` RONALD I.OGAWA ASSOCIATES,INC. 5801 WARNER AVENUE,#376 HUNTINGTON BEACH,CA 92649 714-292-2602 714-908-1815 FAX PROJECT:RIO-2297-11 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 into@jan*shardie.com EVALUATION SUBJECT HardiePanel®Siding James Hardie Product Trade Names covered In this evaluation: HardiePaneM Siding,Cempanelt7 Siding,Prevail-Panel Siding EVALUATION SCOPE: ASCE 7-1D 2010 Florida Building Code 2012 International Building Code® EVALUATION PURPOSE: This analysis Is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel(Cempanei,Prevail Panel)siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1.intertek Report 3067913(ASTM C1186)Material properties HardiePanel Siding 2.Ramlech Laboratories Report IC-1270-94(ASTM E330)Transverse Load Test,5116"Thick by 48 inch wide HardiePanel Siding Installed on 2X4 Hem-Fr wood studs spaced at 16 inches on center with a 6d common galvanized nail 3.Ramtech Laboratories Report IC-1271-94(ASTM E330)Transverse Load Test,5/16"Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Firwood studs spaced at 24 inches on center with a 6d common galvanized nail 4.Ramtech Laboratories,Inc.Report 1 086 8-9 7/1 47 5(ASTM E330)Transverse Load Test,5116"Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.38 wood studs spaced at 16 Inches on center with a 4d,0.091 Inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail 5.Ramtech Laboratories,Report 1C-1054-89(ASTM E330)Transverse Load Test.1/4'Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches on center with a No 8 X 1 in.long X 0.323 In head diameter ribbed bugle head screw 6.Ramlech Laboratories,Report IC-1055-89(ASTM E330)Transverse Load Test,114'Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in.long X 0.323 in head diameter ribbed bugle head screw 7.Ramlech Laboratories,Report 11149-9811554d(ASTM E330)Transverse Load Test,1/4"Thick by 48 inch wide HardiePanel Siding Installed on 20gauge Metal studs spaced a116 and 24 inches on center with a ET&F 0.100 in.knuried shank X 1.5 in.long X 0.25 in.head diameter pin fastener 8.Ramlech Laboratories Report IC-1273.94(ASTM E72)Racking Shear Test,5/16'Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 inches on center with a Bd common galvanized nail 9.Ramtech Laboratories Report IC-1274-94(ASTM E72)Racking Shear Test,5/16"Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 24 inches on centerwilh a 6d common galvanized nail 10.Ramlech Laboratories,Inc.Report 10868-97/1475(ASTM E72)Racking Shear Test,5116"Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 Inches on center with a 4d,0.091 inch shank by 0.225 Inch head diameter by 1.5 inch long ring shank nail 11.Ramlech Laboratories Report IC-1057-89(ASTM E72)Racking Shear Test,5/16"Thick by 48 inch wide HardlePanef Siding installed on 2X4 Hem-Fir wood studs spaced at 16 and 24 Inches on center with a No 8 X 1 in.long X 0.323 in head diameter ribbed bugle head screw 12.Ramlech Laboratories Report 11284-99/1580(ASTM E72)Racking Shear Test,5/16"Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 and 24 Inches on center with a ET&F 0.100 In.knurled shank X 1.5 in.long X 0.25 In.head diameter pin fastener I, F L ' ........... J RONALD I.OGAWA ASSOCIATES,INC. 5801 WARNER AVENUE,#376 HUNTINGTON BEACH,CA 92649 714-292-2602 714-908-1815 FAX PROJECT:RIO-2297-11 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888.542-7343 info@jameshardle.com TEST RESULTS: Table la,Results of Transverse Load Testing Fastener Spacing Cm-) Allowable Frame Ultimate Design Thickness Wdth Spacing Perimeter Field Load Load' Report Number Test Agency (in.) (in.) Frame Type (in.) Supports Supports Fastener Tye (PSF) (PSF) IC-1270-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 16 6 6 6d common -149 -49.7 If IC-1270-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 16 4 4 6d common -236 -78.7 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 24 6 6 6d common -94 -31.3 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 24 4 4 6d common -143 -47.7 j 10868-97/1475 Ramtech 0,3125 48 2X4 wood,SG 2:0.36 16 4 8 4d,0.091 in.shank X 0.225 in. -90 -30.0 HD X 1.5 in.long ring shank nail Min.No.20 gauge X 3.625 in.X Min.No 8 X 1 In.long X 0.323 in [C-1054-89 Ramtech 0.25 48 1.375 in metal stud 16 6 6 head diameter ribbed bugle head -169.9 -56.6 screw Min.No.20 gauge X 3.625 in.X Min.No 8 X 1 in.long X 0.323 in IC-1055-89 Ramtech 0.25 48 1.375 In metal stud 24 6 6 head diameter ribbed bugle head -919 -30.6 screw Min.No.20 gauge X 3.625 in.X ET&F 0.100 in.knurled shank X 11149.98/1554d Ramtech 0.3125 48 1.3751n metal stud 24 4 8 1.5 In.long X 0.25 in.head -170 -56.7 diameter pin fastener Min.No.20 gauge X 3.625 In.X ET&F 0.100 in.knurled shank X 11149-98/1554d Ramtech 0.3125 48 1.375 in metal stud 16 4 6 1.5 In.long X 0.25 in.head -101 -33.7 diameter pin fastener 1.Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2.HardiePanel Siding complies with ASTM C1186,Standard Specification for Grade It,Type A Non-asbestos Fiber-Cement Flat Sheets. Table 1b,Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls "_ Fastener Spacing (in.) Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency (in.) (n.) Frame Tye (in.) Supports Supports Fastener Type (pill (plo IC-1273.94 Ramlech 0.3125 48 2X4 wood Hem-Fir 16 6 6 6d common 603.8 201.3 IC-1273-94 Ramlech 0.3125 48 2X4 wood Hem-Fir 16 4 4 6d common 698.8 232.9 IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem-Fir _246 6 6d common 460.0 153.3 IC-1274-94 - Ramtech 0.3125 48 2X4 wood Hem-Fir 24 4 4 6d common 637.5 212.5 I 10868-9711475 Ramlech 0.3125 48 2X4 wood,SG 2 0.36 16 4 8 4d,0.091 In,shank X 0.225 in. 595.4 198.5 HD X 1.5 in.long ring shank nail Min.No.20 gauge X 3.625 in.X Min.No 8 X 1 in.tong X 0.323 in IC-1057-89 Ramtech 0.25 48 1.375 in metal stud 16&24 6 6 head diameter ribbed bugle head 990.0 123.8 screw i Min.No.20 gauge X 3.625 in.X ET&F 0.100 In.knurled shank X 11284-9911580 Ramlech 0.3125 46 1.375 in metal stud 16 4 8 1.5 in.long X 0.25 in.head 1227.0 153A � diameter pin fastener l ET&F 0.100 in.knurled shank X 1.37 l 11284-9911580 Ramlech 0.3125 qg Min.No. 75 in metal stud gauge X 3.625 in.X 24 4 8 1.5 in.long X 0.25 in.head 1060.0 132.5 diameter pin fastener i 1.All board edges shall be supported by framing.Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2.The maximum height-to-length ratio for construction In this Table Is 2:1. ' I 3.In the steel framed assemblies the allowable load Is based on the average load at 118 inch net deflection. i OGAW OF <�I A y+J{ � S RONALD 1.OGAWA ASSOCIATES,INC. 5601 WARNER AVENUE,#376 HUNTINGTON BEACH,CA 92649 714-292-2602 714-908-1815 FAX PROJECT:RIO-2297-11 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber-cement siding transverse load.capacily(wind load capacity)is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design load is based on factor of safety of 3,allowable design loads on fiber-cement siding correlate directly to required design pressures for Allowable Stress Design,and therefore should be used with combination loading equations for Allowable Stress Design(ASD). By using the combination loading equations for Allowable Stress Design(ASD),the tested allowable design loads for fiber-cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5-1A,Figure 26.5-1B,and Figure 26.5-1C. For this analysis,to calculate the pressures in Tables 3,4,and 5,the load combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stress design, load combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure, Equation 1, q,=0.00256'K�K„fCa'V2 (ret.ASCE 7-10 equation 30.3-1) q,,velocity pressure at height z K,,velocity pressure exposure coefficient evaluated at height z K„,topographic factor Kd,wind directionality factor V,basic wind speed(3-second gust MPH)as determined from[2012 IBC,2010 FBC]Figures 1609A,B.or C;ASCE 7-10 Figures 26.5-1A,B.or C Equation 2, V=V,i (ref.2012 IBC&2010 FBC Section 1602.1 definitions) Vwr,ultimate design wind speeds(3-second gust MPH)determined from(2012 IBC,2010 FBC]Figures 1609A,B,or C;ASCE 7-10 Figures 28.5-1A, B,or C Equation 3, p=q,'(GCP GCP) (ref.ASCE 7-10 equation 30.6-1) GCP,product of external pressure coefficient and gust-effect factor GCa,product of Internal pressure coefficient and gust-effect factor p,design pressure(PSF)for siding(allowable desgn load for siding) To determine design pressure,substitute q,into Equation 3, Equation 4, p=0.00256'K�*K,t*Ka'V,,-(GC,GCP) Allowable Stress Design,ASCE 7-10 Section 2.4.1,load combination 7 Equation 5, 0.6D+0.6W (ref.ASCE 7-10 section 2.4.1,load combination 7) D,dead load W,wind load To determine the Allowable Stress Design Pressure,apply the load factorforW(wind)from Equation 4 to p(design pressure)determined from equation 4 Equation 6, p,=0.6'[p] Equation 7, p„d=0.6'[0.00256•K,-Kri Ka V"t2'(GCp GCP)] Equation 7 is used to populate Table 3,4,and S. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6,salve Equation 7 for q, Equation 8, Vwr=(p„10.6'0.00256•K;Kr Ka'(GCo GCP))06 Applicable to methods specified in Exceptions 1 through 3 of)2012 IBC,2010 FBC]Section 1609.1.1.,to determine the allowable nominal design wind speed(V ,,,)for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, V,.=V„n'(0.6)os (ref 2012 18C&2010 FBC Section 1609.3.1) V„d,Nominal design wind speed(3-second gust mph) (ref.2012 IBC&2010 FBC Section i toll, Table 2,Coefficients and Constants used fn DeterK= Well Zone ning V and p, ljoll .PQLAWA Height(ft) Exp B Exp C Exp D K„ Ke GC GC .•\ C� . 0-15 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 0.7 0.9 1.08 1 0.85 -1.4 0.18 ,4S 2 y ` 25 0.7 0.94 1.12 1 0.85 1.4 0.18 ): T 30 0.7 0.98 1.16 1 0.85 -1.4 0.18cc ! 35 D.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 1.065 1.2451 1 1 0.85 1 -1.4 1 0.18 1 - ^;••, ['U' P•: �ZL/ `\\ 50 0.81 1.09 1.27 1 0.85 -1.4 0.16 ;() FL VR0•• �, 55 0.83 1.11 1.29 1 0.85 -1.4 0.18 !fir••'• .....• 4 t 60 0.85 1.13 1.31 1 0.85 -1.4 0.18 FSSiON•.�-� 100 0.99 1.26 1.43 h>60 1 Obs -1.8 0.18 I(J RONALD I.OGAWA ASSOCIATES,INC. 5801 WARNER AVENUE,#376 HUNTINGTON BEACH,CA 92649 714-292-2602 714-908-1815 FAX PROJECT:RIO-2297-11 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com Table 3,Allowable Stress Design-Component and Cladding(C&C)Pressures (PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category B, Wind Speed(3-second gust) 100 105 110 1 115 120 130 140 150 160 170 180 190 200 210 Height(h) B B B B B B B B B B B B B B 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 43.5 -48.8 -54.4 -60.2 -66.4 40 -15.7 -17.3 -19.0 -2D.7,-22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 100 -25.6 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Table 4,Allowable Stress Design-Component and Cladding(C&C)Pressures (PSF)to be Resisted at Various Wind Speeds•Wind Exposure Category C, VJnd Speed(3-second gust) 100 105 110 115 120 130 140 150 1 160 170 180 190 200 210 Height(h) C C C C C C C C C C C C C C 0.15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 11.8 -47.5 -53.7 -60.2 57.0 -74.3 -81.9- 25 -19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2-- 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 13.1 -49.4 -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51.5 -58.6 -86.2 -74.2 -82.7 -91.6 -101.0 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 Table 5,Allowable Stress Design-Component and Cladding(C&C)Pressures (PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category D, Wind Speed(3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height(h) D D D D D D D D D D D D D D 0-15 -21.2 -23.4 -25.7 -28.1 •30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 50.1 -57.0 -64.4 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 692 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 18.1 -55.2 -62.8 -70.9 -79.5 -88.6 -982 -106.3 40 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 1 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 1 -28.9 -31.7 -34.6 •37.7 -44.3 -51.3 -58.9 -67.1 -75.7 •84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 •45.0 .52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4 100 -37.0 -40.8 -44.7 A8.9 -53.2 •62.5 -72,5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -1630 Tables 3,4,and 5 are based on ASCE 7-10 and consistent with the 2012 IBC,2012 IRC and the 2010 Florida Building Code �jGA W � A #, Q W r �\ of it tl l� RONALD 1.OGAWA ASSOCIATES,INC. 5801 WARNER AVENUE,#376 HUNTINGTON BEACH,CA 92649 714-292-2602 714-908-1815 FAX PROJECT:RIO-2297-11 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@iameshardle.com Table 6,Allowable Wind Speed(mph)for Hard)ePanel Siding(Analytical Method in ASCE 740 Chapter30 C&C Part 1 and Part 3)" 201216C,2010 FBC 2012/BC,2010 FBC Allowable,Ultimate Allowable,Nominal Design Wind,Speed, Design Wind,Speed, Vur4, V, 5.e w (3-second gust mph) (3-second gust mph) Applicable to methods specified in[2012 IBC, Applicable to methods 2010 FBC]Section specified in Exceptions 1 1609.1.1.as determined b through 3 of 12012 IBC., [2012 IBC,2010 FBC) 2010 FBC)Section Figures 1609A,B.or C. 1609'1.1. 9 Coefficients used in Table 6 calculations for V„ VWnd exposure category Wnd exposure category Siding K. ProductStud Building Allowable Width Fastener Fastener Frame Product Thickness Spacing Height'Y 8 C D B C D fDesign low (Inches) (Inches) Type Spacing Type (Inches) (feet) Load (PSF) Exp B Exp C Exp D KH K. I GC,I GCy 0-15 186 168 153 1 144 130 118 -49.7 0.7 0.85 1.03 h�0 1 0.85 -1.4 0.18 20 186 164 149 144 127 116 -49.7 0.7 0.9 1,08 1 0.85 -1.4 0.18 25 186 160 147 144 124 114 -49.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 186 157 144 144 121 112 -49.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 2X4 182 154 142 141 120 110 -49.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePanel® 5116 48 6d 6 wood 16 40 176 152 141 138 119 109 49.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 common Hem-Fir 45 175 150 139 136 117 108 -49.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 5 772 149 138 134 115 107 -49.7 0.61 1.09 1.27 1 0.85 -1.4 0.18 55 170 147 137 132 114 106 -49.7 0.63 1.11 1.29 1 0.85 -1.4 0.18 60 168 146 136 130 113 105 40,7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 139 124 116 108 98 g0 49.7 0.99 1.26 1 1.43 jh>60 1 0.85 -1.8 0.18 0-15 233 212 1K 181 164 149 -76.7 0.7 0.a5 1.03 h!0 1 0.65 -1.4 0.18 20 233 206 188 181 159 146 -78.7 0.7 0.9 1.08 1 0.85 -1.4 0.16 25 233 201 185 181 156 143 -78.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 233 197 181 181 153 140 -76.7 0.7 0.98 1.18 1 0.85 -1.4 0.18 2X4 35 229 194 179 177 151 139 -78.7 0.73 1.01 1.19 1 0.65 -1.4 0.18 HardiePanel® 5116 48 6d 4 wood 16 40 224 192 177 174 148 137 -76.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 common Hem-Fir 45 220 189 175 171 147 136 -78.7 0.765 1.065 1.245 1 0.85 -1A 0.18 50 217 187 173 168 145 134 -78.7 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 214 185 172 166 144 133 -78.7 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 212 184 171 164 142 132 -76.7 0.85 1.13 1.31 1 1 10.851 1.4 0.18 100 175 155 146 136 120 113 -76.7 0.99 1.26 1.43 111,60 1 0.85 -1.81 0.18 0-15 147 134 121 114 103 94 -31.3 0.7 0.85 1.03 h�60 1 0.85 -1.41 0.18 20 147 130 119 114 101 92 -31.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 147 127 116 114 98 90 -31.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 147 124 114 114 96 89 -31.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 2X4 3 144 123 113 112 95 87 -31.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePanel0 5116 48 6d 6 wood 24 40 141 121 112 109 94 86 -31.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 common Hem-Fir 45' 139 119 110 108--92 06 -31.3 0.785 1.085 1.245 1 0.65 -14 0.18 50 137 116 109 106 91 85 -31.3 0.81 1.09 1.27 1 0.65 AA 0.18 55 135 117 108 105 91 84 -31.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 134 116 108 103 90 83 -31.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 111 98 92 88 76 71 -31.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 182 165 150 141 128 116 -47.7 0.7 0.65 1.03 11_`60 1 0.65 -1.4 0.16 20 182 160 146 141 124 113 -47.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 182 157 144 141 121 111 -47.7 0.7 0.94 1.12 1 0.85 -1.4 0.16 30 182 154 141 141 119 109 -47.7 0.7 0.98 1.16 1 0.65 -1.4 0.18 2X4 35 178 151 139 136 117 108 -07.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardlePanel® 5/18 48 4 wood 24 40 174 149 138 135 116 107 -47.7 0.76 1 1.04 1.22 1 0.85 •1.4 0.18 common Hem-Fir 45 172 147 136 133 114 106 -47.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 169 146 135 131 113 105 -47.7 0.81 1-09 1 1.27 "0.85 -1.4 55 167 144 134 129 112 104 -47.7 0.831.1160 165 143 133 126 111 103 47.7 0.65 /511 100 137 121 114 106 94 88 A7.7 0. . 6 h> 11 's ,x F LO TccInNP� t' ��