1034 Big Pine Key RES19-0113 Hardie Siding ?rte' RESIDENTIAL PERMIT PERMITNUMBER
CITY OF ATLANTIC BEACH RES19-0113
SOO SEMINOLE ROAD ISSUED: 4/22/2019EXPIRES: 10/19/2019
ATLANTIC BEACH. FL 32233
MUST CALL INSPECTION PHONE LINE (904) 247-5814
Y 4 PM FOR NEXT DAY INSPECTION.
ALL • • • • • • • • • t OF • • • • BUILDING
CODE, AND CITY 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:
1034 BIG PINE KEY RESIDENTIAL ALTERATION replace T1-11 with hardie $10000.00
RESIDENTIAL siding
TYPE OF BUILDINGSUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
172027 5058 SELVA LAKES
COMPANY: ADDRESS:
SUPER SIDERS AND TRIM, 65 W. 9th Street Atlantic Beach FL 32233
INC
• ADDRESS:
HEFFNER PHILLIP L 1034 BIG PINE KEY ATLANTIC BEACH FL 32233-4363
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 . r
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 $105,00
BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50
STATE DBPR SURCHARGE 455-0000208-07M 0 $2.36
STATE DCA SURCHARGE 455 OM-208-MM 0 $2'00
TOTAL:$161.66
Issued Date:4/22/2019 1 of 2
r1 City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
- 800 Seminole Road k S I GI —(� I U
(j Atlantic Beach, Florida 32233-5445 �J
Phone(904)247-5826 Fax(904)247-5845 I
E-mail: building-dept@coab.us Date routed: I
- City v.eb-site'. httpJAvvev.coab.us
APPLICATION
RR/AEV(�IEW�AND TRACKING FORM
Property Address: _ � V 3 —1 "t•1 Yt'/l ent review re uired Ye �No
Applicant: `-�1�3.9-✓ SIMS '1--Ior A) g Zoning
1Tree Administrator
Project: (D�`Ql2 l — l\ i n 1 �lWfr A Public Works
Public Utilities
Public Safety
Fire Services
11111111111&,J?ppt Signature
Other Agency Review or Permit Required Review or Receiptof Permit Verified By
Date
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other.
APPLICATION STATUS
Reviewing Department Firat Review: F Approved. [—]Denied. ❑Not applicable
(Circle one.) Comments:
=BUILDING
PLANNING &ZONING Reviewed by: Date: Yze2 ZCt�
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 0511912019
Building Permit Application OFFICE COPY Updated 30/9/18
City of Atlantic Beach Building Department "ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Building-Dept@coab.us 15 REQUIRED.
lob Address: IU 3x Permit Number:
H R'U Ar r� �L'N ,ray
Legal Description^T z�j L�L�'! d�CS & 1ZK RE# —177677 "507 D
Valuation of Work(Replacement Cost)$ 101000 Heated/Cooled SF Non-Heated/Gaoled
• Classof Work: ONew OAddition ]Alteration DRep air OMove ODemo DPool DWinduw/Door
• Use of existing/proposed structure(s): OCommercial DResidential 4P'8 — 8 2019
• If an existing structure,is a fire sprinkler system installed?: Dyes ANO
• Will trees be removed in association with Proposedprotect?Dyes must submit se arate Tree Removal Permit) ONO
Describe in detail the type of work to be performed: Pkr4CT1'll N� 'ILA' /furd,G hG'Kr �7L1J tC ,xYT
rf+im wketr ni!eJe - W:
-1
m lv
Florida Product Approval# for multiple products use product apl6M_FfQ4rl
1 ( Q Q
Pro ert Owner InformatO- p __
Name r'r Address I 'Sr /�inM f s Da _ L iu
-
E C
Owner or Agent(If Agent,Power of Attorney or Agency Letter Regwred) _
Contractor Information u'
/ ✓ U � N r
Name of Company 'su P1� ,(�L C++ndt f/ Qua'��F{{^^^e^= t JZrr/hu /e/r it t'S�
Address City H)<�i/ /�f r'nr�r State L, Zip 7.42 9 to
Office Phone - Job Site Contact Numb ( c d in
State Certification/Registrationtt S' E-Mail Cf�/.S�uw!/"S n�l°IYaM fL'i^ -, p
Architect Name&Phone
Engineer's Name&Phone# W u> w
w
Workers Compensation Insurer S h OR Exempt❑ Expiration Date ZCd
Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no wor or inst&tion has w
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 maybe additional restrictions applicable to this property that maybe found in the public records of this county,and
there maybe 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.
WARM NG TO OWN ER:YOUR FAILURE TO RECORD ANOTICEOFC MENCEMENTMAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS Y UR OIPMRTY. IF YOU INTEND
TO OBTAIN FINANCING,CONSULT WITH YOUR LEND R OR N ORNEY BEFORE
R gDING YOUR 9T10E OF COMMENCEMENT. 1—J
(Signator f ner or Agen[) (Signature of ContraRor)
Si ned and sworn to(or affirmed)before me this�day of Signed and sworn to(or affirmed)before methis�day of
rr( dDl by Dhl>•.y0 tFe�'Fne-/ Si 1i ?01.tby r0.1
ore iI1FEPo)OHNSTON aureo
WS. „ R� JONNSTON
r, 0MMISSION#717 906 -A. ` MYCOMMISSION N 000,2!34
EXPIRES:p Iter 2T.2020 �/pkgT - IXPIRES:Oclober 2],2a20
ta e} "iiau TNUNWryPable UMw.MIm rsonalYKnown OR w ¢ aundtl lluu Nolary Puiva.,a•mMwa
[ I Personally Known OR ..
Wrroduced Identifionion I Produced Identification
Type of Identification: rL /tl rS-t < <'t-e-lU'L Type of Identification:
`ermf�*- ekslq-- c»/ 3 OFFICE COPY
NOTICE OF COMMENCEMENT
State of t if- da Tax Folio No.
County of A A/VG-1
To Whom It May Concern:
The undersigned hereby informs you that Improvements will be made to certain real property, and in accordance with Section 713
of the Florida Statutes,the following information Is tate in this NOTICE OF COMMENCEME T//
Legal Description of property being improved:—y' � 7-ZS_ ' if e/ fix ie
Address of property being improved: r1 . r1 f C
General description of improvements: Aid✓' :�Y f
� O ss� 1t r / tpO
if I
Owner's interest in site of the improvement:
Fee Simple Titleholder(if other than owner):
Name:
Contractor:_�-+/i��f�✓_ 71P t°�S A//�p/t )) /�! /`/ L. f�7/IL �1/ —
Adde —
Telephone No.: yr�"'3�3� Fax No:
Surety(if any)
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the Improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may
be served:Name:
Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owners option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER p
Signed: Date: y-3-f I
Doc#2M9077870,ORBK18745 Page2303, Before me this day of L in the County of Duval,State
Number Pages:I Of Florida,has Personally appeared f
I'1U
Recorded 04/OB1910:56 AM,
RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Notary Public at Large,Stae fFlarida County of Duval.
COUNTY My commission expires: .r•,,,;,.—�ENNIao nuweriw
RECORDING $1000 Personally Known: ,( fd•'"" ,v, nvrna nSaiON#0ca449M
Produced Identification: l .E '(PIBE5:0cbber Pi.2ala
d..di gcMeJTiw NoUry PubFc vmr.'m
I,
4 X5-kr- 4
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.
HardlePanel®H �o_ VericalSidiq damesHie
EFffCTNEAPPoL 200 2009
INSTALLATION REQUIREMENTS-PRIMED&COLORPLUSn PRODUCTS wdH,rxw aneshudecorm fseammtrstanwaslm.
SMOOTH • CEDARMILL° • SELECT SIERRA 8 " STUCCO
IMPORTANT:FAILURETO 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,MOLATE LOCAL BUILDING CODES,
AND VOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USINGTHE CORRECT HARDIEZONE INSTRUCTIONS,
INSTALLATION OF HZ101a PRODUCTS OUTSIDE AN HZ10"LOCATION WILL WAD YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONEAPPLIES
TOYOUR LOCATION,NSR WWW.HARDIEZONECOM OR CALL 1-BBE942-7343 8669HARDI
STORAGE&HANDUNG: 6 CUTTING INSTRUCTIONS
Store Hat and keep dry and WnppO'R wrpaG
covered prior to Installation.Insodng1'����� �� 'n4�"' Atla2'honrm 1.Cut My usiIa51,ea5aCYiCaaMLmatlel.
av raresbnakrgane zPaan cmNovaoi"hwNbb]aras
siding wet or saturated may result in 211evadtl'ePWgmalaxh
shmlkagaidarmjints,Carryproduct aeaa. i.Smeaitlew
'.SmsOreatl,daebapaneggIfVRlunePw.w avirboors
on edge. Protect edges add Ganem b.lsxsr 1peauxa4ablavaegspepwm,a -rAelleeaanaNvreYaetmmeeramgmalrn�Ranmaeoaaa,a,k
from breakage.James Hartle is no W,gr9aGe'sawtlaeadlkTMvaoun�atPar -rf4Bl Jyneep-lux xel SupPreemnalnFPAvauum
responsible for r>� LPd repragoolaaewwanWorSNiear
plyimfa banaaigl
damage caused kpagange'.Famavmun VOWCPmlaavalreTaatleatlpoAramp Jaffa W&�ma,A3vars�9'agp-Iaelam9rrnlaxkxMefealxe.
N improper
Storage and 14106114wavEd M1e,sarw onandiaibth side0Wbp3'tlEBbfltele]®U68pBas Ntlmalegmae Y,bn6rare MLYi'
aweelamW�.ma to 1'wDMaanw,rkele,roRapaau9 a NMil Wal��e]aa�a�tlaKan5N aa5 ffiaM1epasaekks a'W
handling of the potluet. mnmm�oywm,memmeaecews,twsunalreem®uagelrm maeUtyAnaamm.brxwaelarwaanmamm.
GENERAL REQUIREMENTS:
• HardiePanel"venal siding can be insisted over braced wood or steel"a spaced a maximum of 24'o.c.memia des in forming and sheathing can mirror through
the finished application.
• Ha diePanel vertical siding can also be installed over foam insulatiaJSMaMing up to l"thick.When using foam insulatiaNahBathing,avoid over-drivifg nags
Qaidern ),which can recall in dimpling of dre siding due to the compressible nature of the foam iheblaeen/sheathing.Extra caution is necessary if power-driven nags
gr ateners)are used fa atlaching siding over them insulationisheathing.
• A water man"harder cashiered in accordance with local budding code requirements.The water-resistive banker must be appropriately installed with penetration and
junction flashing in aaordance with local building care requirements.James Hardie wd assume no responsmi iry la water infilbetion.James Hardie tices manufacture
HUdieWrap'"Weather Bander,a non-maven non-perforated houseverapl,which compeer wall buNtling code repubements.
• When irttalling James Hardie pmduds all clearance details in figs.5.6,1,8,9,10&11 must be foloeed.
• Adjacent finished grade must slope away ham the Wilding in accordaurn with local budding codes-typically a minimum of 6'm bre first 10'.
• Do not install James Hardie graduate,such that they may remain in cordact with standing water.
• HardiePanel vertical siding may,ne installed on vertical wall applications tidy.
• For larger projects,including commercial and multi-family 0mjects,whom the span of the wait is significant in length,the designer and/or arehltact shark take into
consideration the caefiiciem of Thermal expanssm and moisture movement of the product in their design.These values can be found in the Technical Bulletin'Evans&
ClGruloislics of James Hardie"Sif irg Products'at www.JamesHaroe.wm.
• DO NOT use stain an James Hardie'products.
INSTALLATION:
Fastener Requirements Ju1MTreaanent
Position fasteners 3/8"from panel edges and no closer Nan • VeNCal Joints-Install panels in moderate contact(hg.1),a0ematively
2"away ham toners.Do not nail into corners. joints may also be covered with bagels,PVC a metal jointers or
HmdlePan ll VerBcal Siding installation caulked(Nat applicable to Cousmue Finish)(fig.2).
• Framing must be provided at horizontal and vertical edges fa nailing. • Horizontal Joints-Provide Z-flashing at all horizontal jdms(fig.3).
• HardleParrel vertical siding must be pored on shod. Figure 2 Figure 3
• Double sled may be required to maintain minimum edge aw+aar eaaw w.b.,.•ue.d.m
muting distances. a.m ( •••wa wvar'M r a
FIgum1
•w � tM' 0aM W'9W
who-reNNM1e •; �1; �'t
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aa•en•e Bann Me •w•evrw^JakR �'Z-WNnY} ZLY,Y,pf
Militia
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= OarN raa„a
NOaa
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y\a\ Mk Jbink mm,uemtl wprw�
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n,odenb moan Ixna,akauebcdo,auae•sidn+l nmei°e„y,s,�
awe�"'°yrvom�e ' a� ,tea,,,�.ers:rrn�awaw msw�amm�u�wa.
'Fa ed,ldonal irdamagonm
Haffiewom.weather Barrer,wmais Jana Harm,A l�uus is or turckesni
WARNING:AVOIR BREATNMG SILICA GUST
vama rte•aoa,rn rows•reeonde wr"arw rv.•nm s rnwnno err sac deaaoma m��am'.a msewm or oaa am xrosx m m a uma m�wew•�,w waawaemw avaaa
uk•aamswmw..wwmawn•ad•suemo.amen. rtwwawNwax•Par•n•oaeea oaa.•a mae•nxna.aaawdaaars she,.wvie un ui,r n •rmr
Ae �,W purcg mwhhnwr,aMry:�n avxmavloaaw+R,a�Oa•e,waon:IZlucefmwwrmtewas4o,m+Aw,meremkaelYe.weaweeBaoe'sa.dace am wn •wa
al row.e.,..Y�••�����esaes�:lal•ova•owa�eM+4ee.xMMw�mw��manaraaw�ie P�951�aoa�s Mn�wdmdenna i�.rw,.. a.
y �o_
CLEARANCES
Instal siding and Vim products in compliance, Marson a 1"-2" Maintain a 1"-2"clearance between At the juncture of the roof and veracal
with Iona building cons requirements fa currants between James James Hardie products and decdng surfaces,flashing and counlerlashing shall
drnished between the vii edge of Ne flardia products and pairs, maternal. be instal)ed per the m00ng manufacturer's
Siding and the adjacent finished gradesteps and tldvewaya. Figure 7 inshuctims.Provide a 1"-2"clearance
between the reefing add the bolas edge
Figure r .a a`a. of the siding and Nm. r-r
Figure 5 �'.. 1"2 aw nuwea �( � / Figure a
r r
fNa - area
�
-Figure++ KICKOUT FLASHING
Manton a 114"dexrance Maintain a minimum 1"gap Because of the scums 0f water that Cm Hour Own
between the bottom of James between gutta end caps and! ./•,; i a Oldest roof,we of ft most a0cal flashing
Home products and twdtonfal siding 8 trim. cl=rs where a roof intersects a adewa 1.
lashing.Do net caulk gap. The rod most be flashed won step lashing. Where
Figure 10 the roof Vxminates,install a kkkorR to deflect water
= Owe, away tan the siding.
Figure o s 4
irru a It is best M Install a set-adhering membrane m Ne
coria v4•ay rNsa wall before the sublascia and Nm boards are rated
dark
in docs.aid Nen come back to instal too uckoul.
1
fzcv Figura 11,hldul Flashier To prevars water Gem dumping behind the siding and the
Sharing add of the roof inter aday,in"a'deadi of sufhdem length and angle to direct the
ew.,w ane•y, water conning down Ne roof away from the siding.
GENERAL FASTENING REQUIREMENTS • Consul applicable code compliance reporl far coned McMem type and
Fasteners must be corrosion resistant,gavanued,a staidess steel. placement re achieve sc dred design wind batls.
ElecVo-gaHanixetl are acceptable ba may exhibit premature carosion. • 'OTE.Published wind lost may not be Shakable to all areas where
James Hardie recommends has use of dually,her-dipped galvanized local Building Corks have Specific junacalm.00119,11 James Hardie
oats. James Hardie is not responsible for the corrosion resisance 01 Technical Se's if you are unsure of applicable compliance d=Memalion.
faseeni Stainless steel fastmias are recommended when msalling • Dammer headeram peryendic snular g
ogainst and taming,
• Do none ver-m smiths ds or againstSidingnSiair 5paee).gg.A)
James Hardie'proarcls near the ocean,large bodies d wafer,a in • W not over-drive nail heads or drive reals at an angle.
very humid climates. • l nail is countersunk,caulk nail trete and add a nail.(lig.BI
PNEUMATIC FASTENING • For wood framing,under driven nails should be hit flush N the park with a
James Hardie protluces can be hand added o fastened Win a pneumatic toot. hammer(For steel framing,remove and replace nap
Pneumatic faaening is highly recommended. Sul Or pressure m that the • Don0lusealuniinwn fasteners,stapp,ordlppedheadmid .
fastener is driven snug with the sufface of the siding.A lush mount Snug Flush
attachment an the pneumatic toot a recommended. This will help mmol the Countersunk,
nd fits nal a driven.If mid the mal cores dilkud,choose a ad
Caulk il
VP g depth ® ® ®aeenad
seting Nat order drives are nail g)me under tlrnen nota sang will a do sat under
smooth load hammer-Deas not apply formstetamn to sled irm'mg). Figure Figure8 drive nails sr"eLE
CAULKING PAINTING
Fa best msuns use an Uaslamric Joint Steam complying DO NOT use Sam an James Hartle"produces.James Hardie Vertical must be
SII with ASTM C920 Gants NS,Class 25 or higher a a lutea painted wlMn 180 days fa pined View and g0 days M unpnmed.
Joint Seward rarefying with ASTM 0834.Caulkmg5eelant 100%WMrc tDial are Mcammaded.Do cot gam when wet.Far application
most be applied in whaddrnce will iM caulking/sealant rares refer to pairs manufacturer sperediratlats.Back-rotting k rcommeM if
manufacturer's women instructions or ASTM C1193. the siding is sprayed.
•The ishail(gars 11)was ropk'kdv,Nh Pamtukn of TW"Ill OF UGHTCONSTRUGTTIIDrnNN.pF]ara subsedpare informal�f wwcrteend'a.cwn.
mceKI
aJtl4q CaaW6Fnlw Euldag�rta9m4b er1dN•YB oft. "OkRawo +IH6Y.Ndlauru� at9. it NSAmWieO�5.
�i1m w.eii 114T sraei.woma ,con cu card .M ass
0]010 Jwres NadaTedrabgy ta'rnW MnpM1b reawm.
TM,SM,ardatlaak Vatlema4a mthraetl u.awr�wtad
Additional Installation lamma6m,
JnewiendeTeandogyl:nna.sivaredalead Warranties,and Warnings oraavaiadeat JamesHardie
GadwnndJwreaH Tedvwbaylin wmvjamesherderman a
MwJ,, �-e p ez�- -
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 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
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
HUNTING ON BEACH,CA 714-292-2602
14- 8 -2602 FAX 92849 ,,,,1''� ✓'11() 1,
GA�� ��' ._
-1815
•• STA OF ` ,�
>,SS/ON ��2 ,'
RONALD I.GRAM ASSOCIATES,INC III
5801 WARNER AVENUE,*376
HUNTINGTON BEACH,CA 92849
714-282-2602
714W0 1016 FAX '.
PROJECT:RIO 229711
JAMES HARDIE BUILDING PRODUCTS,INC.
1086542-7343
In(oBam.shance'.
EVALUATION SUBJECT
H.MWP...oshIM9 III
James Handle Product Tratle NamN convene In IM1b rvaluaWn: 1
Ilaral.Pme1961.. Cohan..SMLp.In"N".PmeI...I
EVALUATION SCOPE:
ASCE PlO
2010 Noran MiNnan Cola
2012 M4m4bnk BUYWp CWS
EVALUATION PURPOSE:
mlaalWnl.MMdeuan n..n.Wnumde99n1..wbIW,d,,.I.baretiekd WananMnYNy dHarANbM MaM.N.Preva2 Pace!) ryteslttiaL loNM«mNaI M1FRn9
wile Rail.w--. 1
REFERENCE REPORTS:
1.In1eMX Repan 308]913(ASTM CUP)MI onannI M Ha dwPoam Shang
2.Ra..LoanW.PonaI IC'I.LARD.ERR)Trmawree LON I.w.VIA Thb by.8 cbvAOs Hannan.' no hinn4aon 2%4.-In.Muria apagd M101MIas on
cMkrbibaBacn—ba.whannacoreY
3.RamkM LMmala4a RegMIC 1271-941ASTM.01TMatene Load Tun,MWINGbY Win.only H4d.P.W W.,bRaflua on 2%4 Ham-Fhwc:a MWa en, In.i.-m
un4rMN.M.—on golnnlova-b
4.Rannoch LaGVMmMa.Inc.Repan IM9711475R,5TM E330)Trmmrve Laatl Tan.Yls'Thn by48 Nch WeHWIaPmeISaMNNSIeOM an 2X4 Gran,III SG•O.AxcM aWaa
spal.c.10 MNee m CanIx MIM1 a 4tl.0.Ml.rA1..by 0.$$5 MN ha.]akmakrby 1S Inch Ran Bna.-a. l
S.RamIM LMAnnach.,Repan IC-105480(ASTM E080)Tran..Load Tac,1M'Thb 4481nca Woe HanooPmel SWIng a.MMdon 202mpe Mann 3Nbp.uda116 MM—on
rnnlervah.No0%t ln."X 03$3 M head damelBrabMd ix ft M1wa cartes
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RONALD I.OGAM ASSOCNTES,INC.
5801 WARNER AVENUE,J470
HUNTINGTON BEACH,CA 83018
714362-2002
]t•-W IMFAX
PROJECT:R1032W-i1
JAMES FKRDIE BU4gNG PRODUCTS,INC.
1 85&543-TN3
M�SBNOb.ttn.
TEST RESULTS:
r.51.1.,Rwdb d Tnmv.b.wa6 Tn1hrF
F.Bq[MIO
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F,eme LYmma oaaBn
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RONALD 1.OMWAA9.9OCWTEG,INC.
6801 WARNER AVENUE,On
HUNINGTON BEACH.CA 82M9
714-M-NE
T149(61815FAX
PROJECT.11IP2297-11
JAMES NAME BUILDING PRODUCTS,INC.
1-SM-Se2-7343
e1agigiMbsM19 dle'..
DESIGN WINO LOAD PROCEDURES:
FlMummnl awgipu e,load upaory(rars. ad"1.1111.do.—se Ne wm0---wtlioe is 4nnsoulnlaiE east bl tlerdnds Vla Nalmewnelmft.sudean Ywl°bw
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SNm Metlwirepb enl9n baa is beseemlaztorol,slaty of J.a4owaEle desienloaleon fibeuremenl sidilp WrtWlatllxtlyblplYad MaYjigeayxe¢IofNMrede 54ae¢Onlgn.aM
Inxalae ahoWd be uudwlOwmbinxbn IOMinq epuationa Ia NIWMIe Stleaa0e6ign(ALOj.
ey using NewrtlJnnet.lseed,lie es.Allnxabla glass,0eaill(ABG)..added MlmvNe Anis'ouch As ShelLTnmt aiWlq en aiened said Da wlM ape.wW4eeass.In ASCE I-
tUbeuse 2651AAgent MB l B,and Figure M 5.1 C.
For NH metals,to est U4 peswna F Teles 3.4 and 5.me bnd c.bvaem wall be In acmNn[e wM A3CE T-tO Student]d con raft Iwn4W b.s oft WMhk.MYp1.
la.[omdlwlwn I L.0 cpMbugdn]wn tu roof lecb d 0eppted b tln Was 4docttt pros¢.'.
Equation 1, q•>0,00258'K.'%.iK.V' (N.ASCE 1-10 ptnlm 3011/
I 4e4 JHanaaweetbtlDe,
K . "u"l,we+powle.eoteaxuaNesidd Ale
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Equation 2,
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tis, lab del,Mq apeNa(e+®IW We1M1'NI OUenall.Ban P.2 BIG,M0 FM F9lutea llpah B,ae C:ASCE I-10 Flguee..S1A
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W—Prea tanmmaloleawrsceemdremeWguete6ephgor
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p ,design Pleawle(PSd for sdmg(anmvabae dear bond tot,sbhe)
To Osrem4ne de at,Islona.esOLLIda.aded Hp NIM a.
EqudOon a, pw.W26B•N,•It.•1[aV,eaYOCFGCrd
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Fquatlnl6, O.... (W ASCE Ma a..20.(be0mmdna[M I/
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EW&dm I u used to Wpulale Table 3,4.and 5
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RONALD I.OGAM ASS0CIATES,INC,
MI WARNER AVENUE,0376
HUNnNGTON BEACH.CA ON49
71420 .2
7148061815 FAX
PR0JECT.RICY -ll
JAMES HARDIE BUILDING PRODUCTS,INC.
14008.512-7313
InloQ$jameSM1ardle.<pm
Table 9,All wbNSine.O..IBn.CmOPpn.pI.M CMdduq(LBC)PmBum (W)w M R1 W VmMU WOW 9peede WYM Ery mCelp B.
VRq d eennnd . 1W 1W 110 +ta 1211 IN 110 1W 1M 170 iB0 1W PW P10
MN B e B B B B B B B B B e B e
a15 -f1A -05A -ti.5 -1 1 -AA Jl1 NJ JR5 Ji.O A1. JB.O �9P.1 67.0 f
A -11. -15A -+ 4.1 .AB -NA 3Ba JP.S .0 J+2 - A -521 A 4011
N -11A -+ A -17.5 -18.1 JOA -H1 -N.9 -JPS JLB it. MB -SP.1 -STB 81A
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a -55.7 7.. A.. -RBl -PPA 36 ..7 -10.1 JS] JOA -508 6Rl 400.1
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-A -10.. JOP 32t .RI.1 -N JR.i Ji.O JPB JBA b1.1 J03 JBB -fry
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To 1.0 A -
Teb% ,AINNWOpe0.NBn.Cmpnlwllend CYdd"ICHh. "$e UMFIbbRxbW tl V.fta Wind Sp.-WW Exproum CeYpwP C,
ViW aecmM 1W 1W 1+0 115 1N 130 110 +W 180 170 1W 1W M3 210
M L C C C C C C C C C C
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1 -M., 'U .3 44 -0zA 80b - A J90 -B1
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IN
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W .O.R JBB 41 7M
Ji] - 3
W .MA -N.3 423 -352 JBA 5.0 -0T3 408.1 0 -1 .111.1
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RONALD 1.OGAWA ASSOCIATES,INC.
5801 WARNER AVENUE,11378
HUNTINGT0N BEACH,CA 92649
714292-2002
]1d-808-1015 FAX
PROJECT,RIO-2211-11
JAMES HARDIE BUILDING PRODUCTS,INC.
1-880512-]949
needdiam9a1wMie.c-
Table B,Alleamble Wind Speed lmphl tar H.MlaPee9l Siding(Analyfkal MaNmtl In ASCE 7.10 CAapb130 CBC Part 1 and Part 3)4
2012 RC,LOM FBC 2012 WC,MIO FBO
My .'IBOmeb Nkwede.NMinal
Gang.VA n0.5pean Cee19nWn0,Syed.
n a
(SNNM puellma) 13wwikpu>1 M
b WW[
spacHW 111201218, [Or in E.11i
mloY IS[R'un Iv 1,3 m 12012166.
1.t+. dwwnaedo 2010 I,,sa.
paa1 Inc,Me Fe61 603.1.1.
anylKllyl wC. aaaNl. .T.W..a NN-Mrlle
N11pa- a.M, wm Ele K
m mC Boanal+a
F�u4 T Nee YAN Feabner Feelener Flame S6paalry Htlgb/'1 B C 0 B C O 0e�
Omaeal (i Typo Ovetln9 ryve INNro[) 0eetl n13F) Ewe 5w6 Ewa %. K 04
0-05 189 10 153 1M 190 i1B A9] 0) OM 103 d03 1 OB5 44 010
_ 20 109 181 tab 10 127 116 42) a0 I m 1 086 -1 d 018
25 185 IN 147 1N Ga 114 407 07 0.6[ 112 1 OBS d OIB
30 1W 157 144 iN M 112 49.7 07 00 1.16 + T. I 018
R%4 ` 162 1N 112 141 4O 110 J 1 0ID 101 110 1 016 �t4 en
NwmaPaneW nB 40 M e xccd 1B 40 1]B 152 111 138 118 IN <al On 1. 1Y1 I o06 Ae 0.10
HemFlr 45 175 IN 138 138 117 1m JB.] ORS Lae 1345 1 005 AA O.ta
112 1. 138 131 115 107 a9.7 081 IN 19 1 Om 44 018
55 tID tO 197 132 iH 10B del M 1.11 IA 1 O. -+I 0.16
50 1m I48 196 130 113 10.6 1a.] 085 1.13 131 1 005 14 O.te
109 13a 114 118 IN N B3 �18) Oai 1. 143 NW 1 no 48 010
015 233 212 192 101 104 149 -R7 07 0.85 tm MM 1 Om -1d 018
20 259 232CB IBB 181 158 148 -la.] 01 OB 109 1 085 -11 Ole
25 3 1m 185 181 I56 143 70] 01 oW 112 1 005 -14 0.18
93 YJ9 ta] 181 181 153 140 1.1 07 I. 118 I Om AA 0.16
2%1 95 228 1W 179 1T1 151 1]B -18) 018 101 118 1005 d4 010
HenlbPMei In. 18 80 4 wand 18 10 2N 182 1]] 174 1IB 137 -]81 0R 1'. 132 1 OM 14 018
H[nrFO 45 2A 1BB 1l5 91 14) 198 407 0)05 1m5 1]45 1 085 -tA 016
W 21T 181 113 im 1I$ 1N 707 081 1.W 137 1 OM tI O1B
65 2N 105 92 188 144 t3] -08.] OB] 1 1 06 -1< 010
8024 181 171 181 112 1R AB] 0% 1.19 1.31 1 OBS 4.4 6.16
He 175 155 118 196 IM 1i3 401 OW 1.2a 143 MM I 085 -10 010
bin A] 131 121 114 I0a B4 ]I3 0.7 Oa5 Im 1� 1 OBS d 018
20 10 +30 na 111 ml 9z 7,1 m 0O tm 1 085 ae o.1e
M44
+Z7 ne n+ BB D9 )13 07 oa t+z 1 oes tt o.+e
124 t+e nl Be BB 119 07 om fe6 1 BBs .0 01e
=4 123 113 112 H5 8] )13 013 101 11a 1 085 -14 0.18
HalOePne16 9H8 1B M 8 Mead 24 121 1II 1W B4 BB 013Hees-M Va 110 108 91 W .H3 0)05 1W5 1346 1 nes -11 OIB
118INS J13 1 W 1 1 086H] 106 105 M S 313 0W 111 to 1 085 A4 1"
1108103 ]0 11 dt3 nW 1S 149 M1+6'1 1 OS -18 OIB
182 iB5 150 Al I2B 118 A7] 0.l Om 1.m lebJ 1 065 -14 010
20 182 160 AB tl1 121 113 07 OBS -1e 018
25 162 +A 149 141 IIt 111 J17 0.1 LR 1 OBS -0I o
90 102 151 141 111 11e tae -171 07 oW 11fi + 005 .1a o16
.4 3s 178 161 13e +3e 1n 108 2] 0.13 161 11e + oB5 .+a ole
He�dePmNID Sne
J'a 4 wmd 24 a0 114 149 198 135 116 +a7 J77 076 +a 1n + oes .14 e+e
1YmF9 IS t]z -T,-7 +99 133 1I4 +m 1 mes 1ms 1x45 om . O+e
50 1. 146 135 +31 113 105 il.l 091 1W 13] 1 OS -fa 0.10
Se 101 1-4 I31 128 iH 1M Jll OB] 111 1 O.m L1 0
BB 10 143 133 129 111 iL0 41 086 /R 1 Oa5 -11 010
1N 137 121 114 1CB W 0 dil 0. M Om -1.B 0.18
RONALD I.OGAVM ASSOCIATES,INC.
5881 VMRNER AVENUE,m]B
HUNnNGTON BEACH,CA B3w8
711.301.2988
710.90b1816FA%
PROJECT.RIO-YLW-11
JAMES HARgE BUILDING PRODUCTS,INC.
141W542-9313 1
inlo�ame M1arGe.wm I
W IVRC ol,ileC R02SC,,201OFOC
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pJMp NI3m�l1]lpC gKKIMI1NFuepmnl
m10FQC 5Mlm emv/,adl'AIRIBC,
1W0.+.1. e0 m1nenlixRm
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FeFFa tUAhB>0. aONNNeb�II. )MNeubWllaMM'(e
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Pinna lb eb PaeM1NI Ta98 �PevNO TWe - w.8 rvSFJ RPB 6vvc RPo %. B. a
615 1N lat H8 11,21
101 02 .100 a) OBS in PaI 1 am -tA III
A iN tY] 11a 118 W w J'10 0.> F� .
a10i14 H+ 113 W m Ja.O 0.] 1 see -fA a+00W1 +1R0.] O1Ban 1 0.e5 -1An1011a +B 01 . ew IB +p 1m 1t0 1W 1W w m 5a0 nm 1nm -1+ n.10. +5 +W 105 01 w Sa0 n1N 1 0.85 -1+ 0+eKmlOM1q 91 i1B 1W 1a m m J0.0 0.81 1 0.N �1+ a+9\W1Pm 0.N11 OIBsed00 ¢N 1 DM -14 0.18+W 0.W ma0 1 0.N -+.B n1a
616 1N tN +m tin +m im �N.0 n] ON tAI "e" t ntl -1+ ate
1p 1N t]6 160 1m 1b to sae n] n0 +q 1 ¢m -tA O.M
W.Wa% 26 iN 91 16) 1m 133 131 NA n] nw 1.11 1 am �1.+ ¢10
thonx wpugS ap IN 18] iN 1w 1J0 110 me 0.] aN 11B 1 @6 'A 0.+0
O.a29N %aam ab 1w Im 153 1!0 1m 118 S6B an UN 1.18 t ON AA 0.10
IyebpalN tH N d B N.% +8 b IN 1m 1m N] Im tta SB.B aM 1w 1@ 1 OM -0A ali
9tbe1 1J]5N 16 1m 1B1 tN 1N 1N +15 308 n]a5 tNs 1RN + Oa5 -1+ 0.10
huplaaal eMM N iw 15B 1+] 1N' 1w 11+ {6a n0i 1N 111 + IN -1+ Me
aW4 N 1W t6I 1N u+ nz 1n .ma Bm 111 t3Y 1 Oaa -1+ me
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