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558 Aquatic Dr RES19-0372 Siding and Windows 4rt1.AA''./r% RESIDENTIAL PERMIT PERMIT NUMBER '11*' RES19-0372 • s, CITY OF ATLANTIC BEACH V 800 SEMINOLE ROAD ISSUED: 12/26/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 6/23/2020 MUST CALL INSPECTION PHON LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 558 AQUATIC DR RESIDENTIAL ALTERATION SIDING AND WINDOWS $14000.00 RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE ! SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171818 5186 AQUATIC GARDENS COMPANY: ADDRESS: CITY: STATE: ZIP: SUPER SIDERS AND TRIM, 2700 Fawn Point Dr Jacksonville FL 32225 INC OWNER: ADDRESS: CITY: STATE: ZIP: EVANS BRIAN K 558 AQUATIC DR ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $125.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $62.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.81 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $192.31 Issued Date: 12/26/2019 1 of 2 •;S,A,y;. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ` Al.- 800 Seminole Road ,C•C` r 9 _ 0 3 7 E- ,� e Atlantic Beach, Florila da 32233-5445 c l l Phone(904)247-5826 Fax(904)247-5845 _cm &- E-mail: building-dept@coab.us Date routed: ( z( t A, City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: J eTh operi O rt__ Department review required Ye No Building { Applicant: J UP Si © EaS &Zoning Tree Administrator Project: L l\7C-� l IV 1C,) V\)..S 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 By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco _ Other: APPLICATION STATUS Reviewing Department First Review: IIKaproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: Date: /a . 3.19 TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. ❑Denied. fNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY -- Building Permit Application Updated 10/9/18 M'" / City of Atlantic Beach Building Department **ALL INFORMATION �,i} _., 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY ~ IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: �J� -r;4Ree f) G /'". / Permit Number: RC--s-- , -...-- ---- Legal Description - --L-2 17-25"Zy' +1,-1,c, 6-e ri4 S ,4�f /l RE# 17 ( -. j — t p(/ Valuation of Work(Replacement Cost)$ I '9U Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑AdditionXI Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial piesidential • If an existing structure,is a fire sprinkler system installed?: DYes ❑No • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: reyIdle 5,/i 1 i'1 -t_,/ /Ji,,,,,4;/JJ.s-- Florida Product Approval# / j `� J^ /7 6 7 - /ST' (7 626, / for multiple products use product approval form Property Owner Information J I Name Z"../Gtr �Uayt_S_ Address ¶;-s ' 4zic1iCity %q- HaK41,I ✓ re �1State rZip .3Z 2 3 Phone f/)'/-L/2 . . 'S'' <" E-Mail 5-pelL'(' Tent 10('l( ..JaI-1, •,k1 '7 Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information ili Name of Company S� '/- Jt t L9'S A Qualifying Agent ��/(I4( l4c�r Address 0760 a w i1 t�, k,-1-1-- ,D!` , City /¢ State Office Phone ?� L , 4 Zip ?;72S— Office 1?S 3 S‹ Job Site Contact Number �Z)/. State Certification/Registration# if? >`� Z / E-Mail J C'I4f y &- Si�/1/'/3i�lz2rSW AA /`7/vl2 .e-r!'' ' Architect Name& Phone# J Engineer's Name&Phone# Workers Compensation Insurer S f---G`1- OR Exempt o Expiration Date Ci' Z Z 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 the standards of all the laws regulati g construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGI WELLS,POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirementsZ this N CNI permit,there may be additional restrictions applicable to this property that may be found in the public records of this countygnr J Z there may be additional permits required from other governmental entities such as water management districts,state agencie,Sir z O federal agencies. t. '.. 0 ,_ j' LJJ (= O iii OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with$ ra A 0 Q applicable laws regulating construction and zoning. C) O () p W H G p WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAIL Q a RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEL Lia; f2 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDS O ATTORNEY BEFORE 0 Q z w RECORDING YOUR NOTICE OF COMMENCEMENT. , 0 w w >= ;g: >. acc In ' `--•_- 4 I- w p 0 LLJ 'r'�=: i%'i (Signature of Owner or Agent) / (Sig2atur'e of Contractor) L1.1 IV CO �yW. .e .''� I `1 w t d and sworn to(or affirmed)before me this 14 day of Signed and sworn to r-ffirrned)before m: this dat of w � . , zGr(--1 ,by I�-YJ i� Zl' ';, -s , Zo I .�.: r' .i' - L. cc H g m n i v (Signature df Notary) ig ture of Notary) Td cpm i 3� Ga33 N 3 ) P: sonally Known OR 1 i Personally Known a •:4c.'. nv TONT GINULESPERGER c•_ : MY COMMISSION#GG 353178 `f',/--r educed Identification [ I Produced Identific..t iii :*' �.. ''d: EXPIRES:October 6,2023 Type .f Identification: /- / i9/. I/1 2.0'//57/f v Type of Identification: I '''� •o?• .•, .„ . . ,, „_. 5/z9/zG NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) \- Permit No. Tax Folio No. /171g11? -- --/e& State of ')t.P v--,`e)G County of IJ u tJG- I To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in O accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF ! , COMMENCEMENT. Legal desc' tion of prpp�rty bein improve7 • 7� -5 w it zea`f(�. &Oa' /AS. /1J /`-� c., Address of property being improved: —S—or G , i 16-, -- u_ t�( General description of improvements: S 7re `L{s4/4/terL✓ 2"4C� 6d/(,,tehe:A9s" Owner ? 'Gil/L /l?4< /) Address ./ Jr-,. i Owners interest in site of the improvement Fee Simple Titleholder(if other than owner) Name Address Contractor 5-C . e y-- fr,75 Li Oc-.1 /`/ :7;e- 7 Address , Phone No. Fax No. Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself or herself,designated by owner upon whom notices or other documents may be served. Name Address Phone No. Fax No. In addition to himself or herself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a 'a'• •'•' . different date is specified): o 4 I: G4 ' �. THIS SPACE FOR RECORDER'S USE ONLY OWNER p Signed: �', DATE 12in)(I /9 g Before me this I dayof (), (1 b-c�Z _Td3/ o, -rn C. ty of Duval.S ate of rid has personally appeared m N_ Doc#2019288003,OR BK 19041 Page 18, • 0/4-c4.1) IC & V t n S herein by a o o m Number Pages:1 himself herself and affirms that all statements and dedarations herein r m #v are true and accurate 5 c)A Recorded 12/18/2019 08:55 AM, - RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL oN COUNTY § RECORDING $10.00 AJ----1 Notary Public at Large.State of I . County of C) A u _ My commission expires: 02 ()C.,/7 n?5 0 Personally Knownor Produced ldentitcation5'I n4-6— OFFICE COPY Florida Product Approval HardiePanel® Siding • 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. OFFICE COPY HardiePanel®Ii 1As .JamesHardie Vertical Siding EFFECTIVE APRIL 2009 t INSTALLATION REQUIREMENTS-PRIMED&COLORPLUSe PRODUCTS visit w:.,v.iamesharoie.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 HZ10TM PRODUCTS OUTSIDE AN HZ10T"A 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. cuttin nand others in walag wind will blow dust away from user 2area .CutPoonly ition crating station in wellscors and -ventilated ted a eanual,electric or pneumatic). siding wet or saturated may result in 2.Use one of the following methods: shrinkage at butt joints.Carry product a Best h.score and snap ii.Shears(manual,electric a pneumatic) -NEVER use a power saw indoors on edge. Protect edges and corners b.Better: i.Dust reducing circular saw equipped with a -NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark from breakage.James Hardie is not HardieBlade'saw blade and HEPA vacuum extraction -NEVER dry sweep—Use wet suppression or HEPA Vacuum c.Good: i.Dust reducing circular saw with a HardieBlade saw blade responsible for �� (only use fa low to moderate cutting) damage caused It, ----11-`-44‘-'-'-"'--,--- \ by improper \,`�'1I0 Important Note:For maximum protection(lowest respirable dust production),James Hardie recommends always using°Best°-level cutting methods where feasible. storage and ,'l/� NOSH-approved respirators can to used in conjunction with above cutting practices to further reduce dust exposures.Additional e>gosure information is avutable at www.jameshardie.cenn to help you determine the most appropriate cutting method for your job requirements.ti concern still exists about exposure levels or you handling of the product do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. soom,m GENERAL REQUIREMENTS: • HardiePanel®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 insulation/sheathing,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 HardieWrapTTM 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 a stud �` 2 x 4 stud water resistive water-resistive _ ,_ r barrier barrier Figure 1 •-` w�-'— .,.—upper panel upper panel stud vis I PI 1,Dot1 gap water-resistive \ /4"PP Do not 114' a Caulk ii barrier 1 f ----"' sheathing I HardiePanel Batten Joint "H"Joint I "---Z-flashing t Z-flashingt 0 o vertical siding water-resistive barrier I decorative I band board keep nails I ) 6741 ` 2 x 4 stud I 4--lower I lower 3!8"min. 1�`. panel f—::ure4 • ell ■ leave appropriate gap between Recommendation:When r_w .•hhhhhhhhhr_ 3/9' o panels,then caulk' pip( o installing Sierra 8,provide lmoderate contact Caulk Jointj double s od nt panel(Not applicable to CdorPlus,Finish) joints to avoid nailing keep fasteners 2" •Apply caulk in accordance with caulk through grooves. 1 away from corners manufacturer's written application instructions. 'For additional information on HardieWrapN Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST James Hardie°products contain respirable crystalline silica,which is known to the State of Califomia to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases.Some studies suggest smoking may increase these risks. During installation or handling:(1)work in outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or,where not feasible,use a HardieBlade°saw blade and dust-reducing circular saw ch attaed to a HEPA vacuum;(3)warn others in the immediate area;(4)wear a properly-fitted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up,use NEPA vacuums or wet cleanup methods-never dry sweep. For further information,refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE(1.800-942-7343).FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. soasamos HS0919-P1/2 3/10 OFFICE COPY Ii t 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 I — between the roofing and the bottom edge water of the sidingand trim. siding ,_` Figure 6 sidin=, resisfive Fr_2' 1111 bartier lilillik/1 1 I Figure 8 Figure 5 deck material• 1"2" \• t �_� t \ f II I Plata Itl �_ pill 1 joist flashing -`� I , ledger �-_ concrete I° - 1 "min. foundation Figure 11 KICKOUT FLASHING Maintain a 1/4"clearance Maintain a minimum 1"gap s,eP> /,' "k, X Because of the volume of water that can pour down sem. ring a sloped roof,one of the most critical flashing between the bottom of James between gutter end caps and membrane f• "S9i details occurs where a roof intersects a sidewall. Hardie products and horizontal siding&trim. The roof must be flashed with step flashing. Where flashing.Do not caulk gap. Figure 10 ear the roof terminates,install a kickout to deflect water I /►� away from the siding. Figure 9 '..—siding � ` It is best to install a self adhering membrane on the oonot va"gapsidin mP wall before the subfascia and trim boards are nailed (Caulk g ( in place,and then come back to install the lockout. '� tfascia Figure 11,Kickout Flashing$To prevent water from dumping behind the siding and the naming 111 end of the roof intersection,install a"kickout"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. fasteners. Stainless steel fasteners are recommended when installing • Drive Fastener fastenersdshouldperpeddit snugcular to siding and framing.(n heads fit 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 \Countersunk, G attachment on the pneumatic tool is recommended. This will help control the �,� Caulk& gl` 1 depth the nail is driven.If setting the nail depth proves difficult,choose a air add nail �� setting that under drives the nail. (Drive under driven nails snug with a hai. 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 Elastomeric Joint Sealant complying DO NOT use stain on James Hardie°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 infomiation,visit www.jlconline.com. RECOGNmoN:In accordance with ICC-ES Legacy Report NER-005,HardiePanele vertical sidmg is recognized as a suitable alternate to that specified in:the BOCA National Building Code/1999,the 1997 Standard Budding Code,the 1997 Uniform Building Code,the 1998 International One-and Two-Family Dwelling Code,the 2003 International Building Code,and the 2003 International Residential Code for One-and Two-Family Dwellings.HardiePanel vertical siding is also recognized for application in the following: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 223-93-M,and California DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. ©2010 James Hardie Technology Limited.All rights reserved. TM,SM,and®denote trademarks or registered trademarks of Additional Installation Information, James Hardie Technology Limited.E is a registered Warranties,and Warnings are available at ® JamesHardie trademark of James Hardie Technology Limited. www.jameshardie.com HS0919-P212 3/10 1.4-1-tr fievt1/4e, OFFICE COPY 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 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 33 TABLE 1A,RESULTS OF TRANSVERSE LOAD TESTING TABLE 1B, SHEAR VALUES 3 3 DESIGN WIND LOAD PROCEDURES 4-84 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 5 TABLE 3,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 6 8 TABLE 6, ALLOWABLE WIND SPEED(MPH)FOR HARDIEPANEL SIDING 8 LIMITATIONS OF USE AS PRODUCT EVALUATOR,THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS 2EONTS OF THEE ASCEL -BUILDING1H2010 FLORIDA BUILDING CODE,AND T 12 ODE. PREPARED BY: RONALD I. OGAWA&ASSOCIATES, INC. 5801 WARNER AVENUE,#376 � HUNTINGTON BEACH, CA 92649 �,1fi OGAW ' 714-292-2602 ; S/.••••• 714-908-1815 FAX �-� , k„,7 21 . STA of /LTA r '� FLOR�OP•' ����` \\ FSS10N�1-� fl'4 1, 1 OFFICE COPY 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@la me sha rd i e.com Table 8,Allowable Wind Speed(mph)for HardiePanel Siding(Analytical Method In ASCE 7-10 Chapter 30 C&C Part 1 and Pari 3)8 2012 IBC,2010 FBC 2012!BC,2010 FBC Allowable,Ultimate Allowable,Nominal Design Wed,Speed, Design Wnd,Speed, V V,�s.e .n• (3-second gust rrph) (3-second gust mph) Applicable to methods A ticabte to methods specified in]Section012 IBC, specified In Exceptions 1 2010 as d teimnthrough 3 of 12012 IBC. 1609.1.1.as determined b 2010 FBC]Section IBC,2010 FBC) 1609.1.1. Figures 1609A,B.or C. Coemclents used in Table 6 calculations for 1G Wind exposure category Wnd exposure category Siding K. Product Stud Building Allowable Wdth Fastener Fastener Frame3 7 Design Product Thickness Spacing Height' B C D B C D Load (inches) (Inches) Type Spacing Type (inches) (feet) (PSF) Exp B Exp C Exp 0 K„ fCl GC. GC„ 0-15 186 168 153 144 130 118 -49.7 0.7 0.85 103 hs60 1 085 -1.4 018 m111311�•�7�iffiZ,i®�ie�Tr},�n, iiir'� 1 0.85 -1.4 0.18 11111sift. 25 186 '�' I -iJ. � 0.94 ® 1 0.85 -1.4 018 30 ® ®® � 0.98 i� 0 � 2X4 t�•� ®®�� 110 ('�®' iEl � �un ioin 6d , 118 WM -49.7 En 1.04 ® 0.85 -1.4 0.18 4HardiePanelli 48 wood ®� common Hem-Fir 111331•11111131MECIIIIIEMINESIBERlianiscrigiirinliCliniat 0.85 -1.4 0.18 Nizrid® iincininin®ini �.' ni® 0.85 4 4 0.18 ranalsiiralliliaiii®® mullECIIiimmiral®iini 0.85 -1.4 018 1. 139 124 118 108 - 90 -09.7 0.99 1.26 143 h>60 D85 -1.8 0.18 0-15 233 212 192 181 149 -78.7 0.7 0.85 1.03 h560 0.85 -1.4 0.18 20 ®miiiiiliiaii7iQilleMf3iiilmiilu 0.85 -1.4 0.18 25 ®i✓ a��� � -78.7 ��'':7® 0.85 -1.4 0.18 INENN®qua a+�a�®11101 Ian 098 i0.85 -1.4 0.18 , 0.85 -1.4 0.16 35 ®rte '�!®� 6d 40 Sia®®� 148 ®wsoirm�ia1Zf® 0.05 -14 018 HardiePaneiS 46 mammon 45IEEE 189 ®®inaillailli 78.7 INE111:11ina 0.85 -1A 0.18 50 ®110111® IKEN -78.7 t;IiICi® 0.85 -1.4 0.18 55 ® ® -78.7 icalionigus0.85 -1.4 0.18 60 212 184 171 164 142 132 -78.7 0.85 1.13 131 0.85 -1.4 0.18 100 175 155 146 136 120 113 -78.7 0.99 1.26 1.43 h>60 0.85 -1.8 018 0-15 147 134 121 114 103 94 -31.3 0.7 0.85 1.03 hs60 0.85 -1.4 018 20 ® 130 arttf���10�1a KEN -31.3 i�i:��ai�i 0�1W mss. 25 ®®iaariil1'• 1 311 -31.3 Via ® ilialignian `�11M11163111131111M11113111111:311®liall 0.98 fin p 0.85 •1.4 0.16 2X4 1111MiliLL!®®®0liega® 0.73 Mini 0.85 .1.4 0.18 4B c8rnmon 6 wood 24 40 141 121 112 109 �� -31.3 (mi 'E' ® 0.85 -1.4 0.18 HardiePanel® -31.3 �.a 0.85 •1.4 0.18 Hem•Fir 45 139 119 110 108 0.81 �® ��� _ 50 ®MS 100 106 `� ® 55 ®® 108 91 84 -31.3 0.83 ®i �Mi� rlio 80 iliEriliiiIIN 108 " '�-ttra -31.3 ®® illicati'��' 100 ®�M -31.3 0.99 �,�i�©{�'�"10raliaC�� rEi �__ 92 86 768 � .47.7 0.7 0.85 bra .... 0.85 -1.4 0.18 0-15 182 165 150 ta� -07 7 �0.�9i13210.85 -1.4 0.18 20 160 146 gyl ® -47.7 +�' a,9® 0.85 -1.4 0.18 25 182 ® Q�®® 0.85 -1.4 0.18 0 ��� 119 109 -47. 0.98 MU .: .7 t�idasal7 0.65 -14 018 2X4 35 178 ®�s ®® -47-07.7 ®® 0.85 -1.4 0.18 6d 4 wood 24 40 ® i' 138 ® 116 ® -07.7 1 0.85 -1.4 0.18 HerdiePanels'� 5/16 48 common Hem•Fir ®�� ®®® ®®® ,. 0.85 -1.4 0.18 50 189 146 ®®� 104 -47.7 0.85 -1.4 0.18 Ss 165 iL�i�S! r►�+T. r�y� 0.85 -1.4 018 60 37 121 ®®��Z ,i1lYwif^� -1.8 '® 100 137 121 ® 4 + ` I,. .. :...('',/ ' \ \ % 4( "A :f 4 C7"-A-Wk:c ''' 1 : 4‘. ,'r.cclnNP`'10' i . . -----,k---- . \Rui_s9-4 u,,, , i_egLee OFFICE copy Notes: ELEVATION 1. Installation depicted based off of 1 oe' HEAD DETAIL structural test report 12' e.0 1 SHEATHING/OSB 4 C7327.01-108-47. Max. 1 SIZE HEADER 2" typ. I— AS NEEDED 2. Woad screws shall satfy the Notional Deign Specification for Wood r�!•�����IIMI , FLASHING Construction for material type and 2' typ SY OTHERS IliCaulk undue ENTIRE dimensional for material ' i I perimeter of Nailing fin before 3. Wood buck installations are assumed Zx 2" o a fastening. S—P—F(5=0.42) or denser. Buck width max II li,,A shall be greater than the window frame I Anchor II ""' width. Tapered or partial width bucks L (See Section are not allowed. Wood buck shall be Details) I secured to the structure to resist all � IR� Zy, design loads. 1 MINIMUM 4. Wood screw lengths shall be sufficient PEtvE4r INCH to guarantee 1-1/4" penetration into \ 1 INTO STUD wood buck 5. Maximum shim thickness of 1/4" /� permitted at each fastener , nonlosotion. Shims shall be load bearing, non— compressible type. �1 6. These drawings depict the details mom necessary to meat structural load —J rc�—r �"%la +�� requirements. They do not address the SHIM AS air infiltration, water penrequir n, intrusion i I i 111111 REQUIRED or thermal performance requirements of Min Edge i" I,... the installation. DRYWALL 7. Installation shown is that of the test I window for the size shown and the X 1-5 8 SCREW(SHOWN WITH 1/2" design pressure claimed. For window Ip6 /" sizes smeller than shown, locate SHEATHING) MUST ACHIEVE 1-1/4" fasteners opprox. 2' from corners and PENETRATION INTO STUD- . no more than 12' on center_ Design pressures of smaller window sizes are ir .CLEARANCE—` SILL DETAIL united to that of the test window. Iril (ALL FOUR SIDES) I F• S�AND DESIGN PRESSURE CHART ` FAStENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNITS UP TO 103'x 74' .' (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) I Mil_ 5FIj�THING rsINSTALLATION pfA1M`° OATS I--Min Edge Distance? MI V,M.Fi_ 8-24-09 I INSTRUCTIONS _ FIN— „�, DA. & FASTENER SCHEDULE 0 JAMB DETAIL , , 3540 Single Hung NONE 1 d 1 • Windows&Doors Continuous Head and Sill ".."` .,." *.NAIL FIN' IS A GENERIC TERM WHICH Gratz,PA 3540 SH CSH FIN — ENS MOUNT NG RANGE". NOT TO BE CONFUSED WITH '1 2" FRONT FIANCE) �a� � C---L 4 /7‘- '74. 3 OFFICE COPY K ELEVATION Notes: 52" HEAD DETAIL 1. Installation depicted based off of 2" typ•-- Anchor structural test report 89171.01. 10" o.e" (See Section Details) SHEATHING/OSB max. I I I 2. Wood screws shall satify the Notional 2" typ 1 SIZE HEADER AS NEEDED Design Specification for Wood Construction for material type and FLASHING CAULK UNDER NAILING dimensional requirements. I BY OTHERS FIN FNTIRF PERIMETER drA 10" o.c. BEFORE FASTENING. 3. Wood buck installations are assumed 2x max, ///<///// / II p S—P—F ( or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks / Ali areenot allowed. Wood buck shall all■, secured to the structure resist all 7/16" Min Edge Distance 1 ��� design loads. .111 Wood screw lengths shall be sufficient OM MINIMUM to guarantee 1-1/4" penetration into 1 1/4 INCH wood buck. { PENETRATION // ® I INTD STUD 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non— compressible type. lit II 6. These drawings depict the details necessary to meet structural load II If ` m�� �� requirements. They do not address the \ 117b4" '--- 4111111111111 air infiltration, water penetration, intrusion SHIM AS or thermal performance requirements of �I ' REQUIRED the Installation. � ✓ DRYWALL 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate jamb WY #6 X 1-5/8" SCREW (SHOWN WITH i" SHEATHING) fasteners 2" from corners and no more MUST ACHIEVE 1-1/4" PENETRATION than 10" on center. Locate head/sill INTO STUD. fasteners 2" from corners and no more it'tI"CLEARANCE—� than 10" on center. Design pressures (ALL FOUR SIDES) SILL DETAIL of smaller window sizes are limited to that of the test window. I i SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +50/-50 UNITS UP TO 52"x84" •MII Ell=Mt (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) Ir If SHEATHING „ ,I 7/16" Min Edge Distance M�n ""` ""�" �1° •� INSTALLATION INSTRUCTIONS Brent 10/18/12 ® & FASTENER SCHEDULE — FIN— amok °1 DRA JAMB DETAIL .� .»< 3500HP Single Hung NONE 1 n 1 *'NAIL FIN' IS A GENERIC TERM WHICH Windows&Doors marox pa,, MEANS 'MOUNTING FLANGE'. Gratz, PA ED12-10005A — (NOT TO BE CONFUSED WITH '1/2' FRONT FLANGE)