1999 Selva Marina Dr RS19-0120 Siding t.Ku . RESIDENTIAL PERMIT PERMIT NUMBER
RES19-0120
CITY OF ATLANTIC BEACH ISSUED: 5/2/2019
800 SEMINOLE ROAD
EXPIRES: 10/29/2019
ATLANTIC BEACH.FL 32233ALL
• ,K MUST CONFORM • IMI: LIKK • • • I • • • •
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.
1999 SELVA MARINA DR RESIDENTIAL ALTERATION JAMES HARDIE SIDING $28265.00
RESIDENTIAL
TYPE OF • SUBDIVISION:
CONSTRUCTION: NUMBER:
169506 1010 SELVA NORTE UNIT 01
COMPANY: ADDRESS:
MARTIN HOME EXTERIORS 5749 HAVEN RD JACKSONVILLE FL 32216
OWNER: ADDRESS:
PECK LEE H 1999 SELVA MARINA DR ATLANTIC BEACH FL 32233-4519
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
LIST OF CONDITIONS
Roll off container company must be on City approved list. Container cannot be placed on City right-of-way.
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
PERMIT 455.0000-322-1000 0 $19500
AN CHECK 455-000'0 322-1001 0 $97.50
gEN
ESUBMITTAL SECOND 455-0000-322-1006 0 $5000
URCHARGE 455-0000-208-0700 0 $5.14
URCHARGE 455-0000-208-0600 0 $363
TOTAL:$351.01
Issued Date:5/2/2019 1 of 2
-Ssarr City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road _ .z
Atlantic Beach,Florida 32233-5445
Phone(904)247-5826 Fax(904)247-5845
E-mail: building-dept@coab.us Date routed:
City web-site'. httip l/wwwcoab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: I q c1—1 c I Scax MAfL1 N A De rtment review require Yes No
wilding
Applicant: 2YIN OC-. Ek anning&Zoning
Tree Adrimmalretor
Project: I L�I !J C U V E.2 T I-I I Public Works
Public Utilities
Public Safety
Fire Services
Review fee $
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept.of Environmental Protection
Florida Dept of Transportation
SL 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: ❑Approved. [Denied. ❑Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING rca: Reviewed by:
TREE ADMIN. Second Review: L7wpproved as revised. ❑Denied. []Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by:
FIRE SERVICES Third Review: []Approved as revised. []Denied. [-]Not applicable
Comments:
Reviewed by: Date:
Revleed 05/19120/7
OFFICE COPY
ALL
Revision Request/Correction to Comments •a HIGINFORMATION
HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY 15 REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233 ) ��
Phone: (904) 247-5826 EmmailBuilding-Dept@coatims PERMIT a �
: C Ll 0
❑ Revision to Issued Permit OR LS-Corrections to Comments Date: 4I2gI2O1C1
Project Address: iciolci Se1VQ M0,V1f1C1 DMi5
Contractor/Contact Name: M0,VVI t UQat >;Xt2Yl()(S
Contact Phone: IN Email: 1 !(1Y11Fey (,a) cu1P ax WE it.
Description of Proposed Revision/Corrections:
ejovaion vppn)lt CIS reg11e�-tenf
I affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• W' proposed revision/corrections add additional square footage to original submittal?
No ❑ Yes(additional s.f.to be added: )
• W" proposed revision/corrections add additional Increase in building value to original submittal?
No El*Yes(additional increase in building value:$.)(onmmr mus,sign gincrose in. Iuauon)
-Signature of Contractor/Agent:
(Office Use Only)
Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due
Revision/Plan Review Comments
De rtment Review Required: _M/� _
Buildin 1 v Y
anning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services uPmna10/17/18
o CITY OF ATLANTIC BEACH
OFFICE COPY 800SBEACH, EROAD
ATLANTIC BEACH,FL 32233
(904)247-5800-5800
BUILDING REVIEW COMMENTS
Date: 4/26/2019
Permit M. RES19-0120 Site Address: 1999 SELVA MARINA DR
Review Status:denied REM 169506 1010
Applicint:MARTIN HOME EXTERIORS Property Owner:PECK LEE H
Email: MHI COMCAST.NET; kenm@mhejax.com Email:PURPLE_BOJI@YAHOO.COM
Phone:9047375009 Phone:9048852110
9043521146
THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a
few correction items will not be accepted.
Correction Com nefffs: —
1. Sub 'YL copies of the Evaluation Report for the James Hardie Building Products c. duct approval
n ber you have submitted for this permit. This will be used to aid in the inspeofion of the iding in
progress' inspection when requested. Installers will know what will be expected for the expo a zone
that work is being done in.
Building
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
(904)247-5844
EmaiLmjones@coab.us !
lir Ni�ir>/ Q2Pf/i•P� �✓rvyion 7 S `/aJ6•ao/9 • {�Ys�
Resubmittal Notes:
All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of
completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by
indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date
and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which
a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with
revisions shall be inserted into each set of drawings.The original sheets must be clearly marked"VOID"but are to be left
OFFICE COPY
Building Permit Application
City of Atlantic Beach
800 Seminole Road,Atlantic Beach,FL 32233
Phone:(904)247-5826 Fax:(904)247-5845
Job Address: 1999 Selva Marina Drive,Adantic Beach FL 32233 permit Number: R C SL ci -O 1 Z
Legal Description 39-94 08-2S-29E SELVA NORTE UNIT ONE LOTS REN 169506-1010
Valuation of Work(Replacement Cost)$ 1$,2-us Heated/Cooled SF 2765 Non-Neated/cooled 3206
• Class of Work(Circle one): New Addition Alteration Repair ove -Demo Pool Window/Door
• Use of exist!ng/proposed structure(s)(Circle one): Commercial esident
• If an existing structure,is a Ore sprinkler system installed?(circle one): Yes No N/A
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed; -((_11 Sldlyd eX15-tln�
mstOlt James "02dle plank S(dln OVe� ex\Stitx3 9
wafer 0C*\0C a
Florida Product Approval M 13l Q`Z • 2 for multiple products use product approval form
Property Owner Information r) 1
Name: Aileen Peck Address: 1999 Selva Marina Drive rn
city Atlantic Beach State FL Zip 32233 Phone [9041885-2110 y Z _J
E-Mail purp a ji a Ooo cpm n- Z I_-
Owner orAgent(if Agent,Power of Attorney or Agency Letter Required)
m — Z F
Contractor Information
Name of Company: Martin Home Exteriors Qualifying Agent: W U Cr 0
Address 5715 Haven Road City lacksonville State FL Zi 32216�� � ¢ m I
Office Phone (904)737-5009 Job Site/Contact Number (904)673-5750 p�,o 4 1N �'CJ1
State Certification/Registration# CRC057030 E-Mail kenm@mhejax.com _ ti m 1_
Architect Name&Phone g n " W
Engineer's Name&Phone p LL " M 2 $:
Workers Compensation CL ¢ m
Exempt/Insurer/Lease Empbyees/Expiration Date J— w7 O
Application is hereby made to obtain a permit to do the work and installations as indicated.)certify that no work or instal�ic&W
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws re tiong
Lu
construction in this jurisdiction.l understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, NS, W
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. ¢
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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING li OTICE OF COMMENCEMENT.
::;"
(Signature of Owner gent including Contra (Signature ontractor) )^ j eSyl
s
n; I and sworn t ora med)before me[ day of Sig ed and sworn to(or affirmed)before me this •e,
...... 'I 1 by r G r' s M by
` H
S+ o • g
m i ig ature of Notaryf natureofN aryl a N N i
� E_ � a4
nally Known OR [ ]Personally Known OR n c fj m
PfD red Identification �•I ,.y ` type
Identification
} Pa densification: L ✓Y type of Identification: J m
NOTICE OF COMMENCEMENT OFFICE COPY
nn (F"—e IN MH1-IcATE)
PennR Np. K/-M}1-9569-qf�'b Tax FOIb No. 169506-1010
State of Nmwz County of Dwel
To whom k may concern:
The undersigned hereby Informs you that Improvements will be made to certain real property,and In
accordance with Sectlon 713 of the Fbdda Statutes,the following information Is stated In this NOTICE OF
COMMENCEMENT.
Legal description of property being improved: 39-94 08-2S-29E SELVA NORTE UNIT ONE LOT 5
Address d pmperly being improve k 1999 Selva Marina Drive,Atlantic Beach FL 32233
General description of improvements:siding,windows,or screen room
owner Aileen Peck
Address 1999 Selva Marina Drive,Atlantic Beach FL 32233
Owners lateral in she ofthe Improvement
Fee Simple TidehoMx(If other then owner)
Name
Address
Contractor Marta Home Exteriors
Address 5715 Haven Road,Jacksonville FL 32216
Phone No.laa07a74009 Fax No. (901)5943064
Surety if any)
Address Amount of bond$
Phone No. Fax No.
Name and address of any person malting a loan for the constmction of the improvements.
Name
Address
Phone No. Fax Na.
Name of person wRhin the State of Florida,other than himself,designated by owner upon whom notices or other
documents may be served:
Name
Address
Phone No. Fax No.
In addition fro himself,owner designates the following Person to receive a copy of the Lienors Notice as provided in
Section 713.06(2)(b),Flonda Statutes.(Fill in at Owners option).
Name
Address
Phone No. Fax No.
Expiration date of Natiae ofCwnmercended(the expiration dale is Ofe(1)year from the date of remrding unless a 4�`•.y .
different data is specihW):
THIS SPACE FOR RECORDER'S USE ONLYAw:-da
'm.
WNER •°+.o��
DATEdwar f'F in orp Wld ssp ad Doc#2019090045,OR BK 18762 Page 721, ma ereh hbyW.ovan
Number Pages:I € . .'n
Recorded 0419201909:48 AM, x,
RONNIE FUSSELL CLERK CIRCUIT COURT DUVALCOUNTYRECORDING $10.00cemya rn.amot TWO
—ore'.
RaduoM NarlAlrmon w a
OFFICE COPY
#1 13182.2
Florida Product Approval
HardiePlank® Lap Siding
• For use inside HVHZ:
o HardiePlank Lap Siding fastener types, fastening schedule, and installation
shall be in accordance with the Miami-Dade County Florida NOA 17-
0406.06. Consult the HardiePlank product installation instructions on the
follow pages for all other installation requirements.
• For use outside of HVHZ,
o HardiePlank Lap Siding fastener types, fastening schedule, and installation
shall be in accordance with Engineering Evaluation Reports RIO-2683-17,
RIO-2687-17, or RIO-2688-17. Consult the HardiePlank product
installation instructions on the follow pages for all other installation
requirements.
HardiePlank° "MY-0 Lap Siding ®JamesHardie
EFFECTIVE MAY 2016 IM
INSTALLATION REQUIREMENTS-PRIMED&COLORPLUSO PRODUCTS Morwywhandearstrallatfor,mrorlhe mret recxm versbn.
SELECT CEDARMILL••SMOOTH•CUSTOM COLONIAL SMOOTH•CUSTOM COLONIAL"ROUGHSAWN
CUSTOM BEADED CEDARMILL°•CUSTOM BEADED SMOOTH•STRAIGHT-EDGE SHINGLE PLANK
IMPORTANT.FAILURE M INSTALLAND FINISH THIS PRODUCT IN ACCORDANCEWITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN
APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PEAFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE
PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THATYOU ARE USING THE CORRECT HARDIEZONE'"PRODUCT INSTRUCTIONS,
INSTALLATION OF FIZ100 PRODUCTS OUTSIDEAN Fil00 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE"
APPLIES TO YOUR LOCARON,MSITWWWHARDIFZONE.COM OR CALL 1-866-942-7343(866 SWINE)
STORAGE&HANDLINT
& CUTTING INSTRUCTIONS
Stare flat and keep dry and meal001te instillation,Instaled siding wast nrumrA °1 AAS DIA yA°n 1.Ply u�Aeemnal hation d ssnnap. �aaarrd maanud,M"c v pannancl.saWr41e0 may resuxInshrinkageaatlwrsmNmhNw¢d a'ed mftlwa^grrlafter,
joints.Carry planks on edge. PrMeem: instrmenta apedges and=am Mom brakage. ii.SFPars(manual dttM.aprealmecl -NMR use a pewersawlndopNHadie a nM reswnsible for damaelro' i.6,ssfra]IrflgdlolarsaxdquippOwNacaused by imWalser m.rege and hHammBmtle'saw bade ad HFPAvecuum mmx4ln.f Che vp0
upereyumaNileH,nows respirarasean be urea in wnHrcttn vAtll¢hue LWuNtqq OmLfl�bhMxreOae dffimmralles. 'MbnpnN�[eureinMrrlatlpniaausiable
d.nWLwmlxywWnmeadwe patli s,pusM1aMeNmysOIXeAIOyuWfletlndbhllryyieletnmVad Jan sNvdebM1atlev inbtmwIXl.
GENERAL REQUIREMENTS:
• Hamle clank'lap siding man be installed war braced wood or steel studs spaced a maximum of 24 in.o.c.or directly to minimum 7/16 in.thick OSB
sheathing.See general fastening requirements.Irregulari8es in framing and sheathing can mirror through the finished application.
• Information on installing James Hardie products over foam can be located in JH Tech Bulledn 19 at hard'¢mm
• A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed WO
penetration and junction flashing In accordance with local building code requirements.James Hardie will assume no responsibility for water infibratirm.
James Hardie dean manufacture HardieWrap°Weather Banner,a non-women non-perforated housewrap',which complies with building code requirements.
• When installing James Hardie products all clearance details in figs.3-14 must be followed.
• Adjacent finished grade must slope away from the building in accordance with local building codes-
typicaly a minimum of 6 in.in the first 10 ft.. Figure 1 / New I
• Do not use HardiePlank lap siding in fascia or trim applications. star raNnNa mons mom framing Do not lmonall Jameas Hardie produres,such that they may remain in contact with standing wales 2411...1.mos.
• HardiePlank lap siding may be installed on flat vertical wall applications only. perms
• For larger prof,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 at thermal expansion end 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.JamesKardie.mm.
• DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products.
INSTALLATION: JOINTTRFATMENT Figura2 Nail One mil
One or mom of the following joint treatment options line is^m
are required by code(as resrenced200othe
d p,$.at ptice
R703.10.2) between 314
A.Joint Hashing(James Hardie remmme -"� in.a1-Mom
B Cauill(Cauladng is ret recommendya gp1r, rep m plank)
or for Cobol for aesthetic reasons as mmd"aakCaulking and Cnlol will weathertligerently.For the same reason, aseW not mank nail heads on °°° foterer
Calori products.) d, ° IIVWIalimin.sionareal
G. `HF jointer cower Insolventer6Jra.splsa nfgenicangle
mppereInOoNe t pinre
leave ammpnmegap batmen parks ars on.man m •"
Ni Field painting over sulking may produce a sheen difference when compared 0 Ne field painted Priifu luso -Peferfa Caulkngaxcfimin Neseinstruoions.
'FaraddtwMimmmatbn.nH.NieWrap'Weather Bonier".It James%am alt-966-4HadeorwwwhaW wrdp.oxn
WARNING:AVOID BREATHING SILICA OUST
Jame Hamw°produWs twnMin r¢spirabk LrwWlli.e all xniLh i5 M.t.Ne Slam m attars¢M¢x160.and Is varum¢b by WAC arta NOSH M W a LBW¢W..a,from Sure alcupalonal
rd
,namea Beaming omen¢amounts of puffimUe ease duet Lan doo retie 3 dualad p.@^M1elMfetel lu^Bd�araled eYlm4s,ad M1as been llr�ketl wAM1 pVn tis eases_ �mesMoso-b d'
Smpki^gmrylncrease Mese rWkn. nunng l^Bfella4¢n MtOrAilq'.(1l Wkndd69raIBYMNMILb'211AbIk.;liJlmlmaurrenlewasmr Wnlq pr,wMre retlea5ible usea HBNie&ode°Sdw4ade
and dust mtlu[ing ctrcWar saw adacnebtuaNFPA vaLuun;IPI warnamers Inure immNION oma:147wwep.pwN'-BtlOd WbHWVp dM.k.rrnprma(ag Ng6lmaamtlanowithoPPlarl
government regWanms and manufacturer lnNucdmslo MM1erlMnremimpk 511ica am..Ourmemon+A.'E91BAwulmsaxddroura metlmds ^ererdypade..Foriparxrintwmab.^,refer
` t.pur mnanarwn lnslruvii.ns and Mafenal5afery rola Meet aaagebkMwrvle eslwNla.Lun prMour^01-m0-91W1111Ep 800--W-7313). FNIUrY:TO P➢NERE TO OUR WAFNINCS,Mi AND
INSINNL
INSTALIM10N INSTRUCTIONS MAY HAD TO 5EAl0u8 PEPSINJURY OR DEATH.
H51111 U-P114 05116
N ro
CLEARANCE AND FLASHING REQUIREMENTS
Figure3 Figure4 Figure Figure
Roof to Wall Horizontal Flashing Kickout Flashing Slabs,Path,Steps to Siding
MLMWUE
Figure? Figure Figure Figure l0 Figure 11
Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry
�Z�Fleshing.. 2 � �.
low
Mn.V.m
Mm 'Ill
Figure 12 Figure 13 Figure 14
Drip Edge Block Penetration Valley/Shingle Extension
ewmmandoa is H210
x
FASTENER REQUIREMENTS'*
Blind Nailing is the preferred method of installagon for HardiePlank'lap siding products.Face nailing should only be used where required by wide fa high wind
areas and must not be used in conjunction with Blind nailing(Please see JH Tech bulletin 17 for exemption when doing a repair).Pin-backed comers may be
done for aesthetic purposes only.Pia-backs shall be done with finish nails only,and are not a substibde for blind or face noting.
BUND NAILING FACE NAILING
Nails Foaming Nails-Wood Fra
•Siding nail(0.09 in Shank 0.221 in HD x2in.lorrg) •6d 10.113 in.shank x 0.267 in.HO x 2 in.long)
•11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.25 in.long) Siding nail(0.09 in.shank x 0.221 in.HD x 2 in.long)
Screws-Steel Framing Screws-Steel Fanning
•Ribbed Wafer-head or equivalent(No.8 x 1 114 in.long x 0.375 in.HD)Screws •Ribbed Bugle-head or eq band(No.8-18 x 1-5/8 in.long x
must penetrate 3 threads into metal framing. 0.323 in.HD)Screws must penetrate 3 threads Into metal framing.
Nails-Steel Fmming Nails-Stsel Framing
•ET8F Parches.nails or equivalent(0.10 in.shank x 0.313 in.HD x 1-1/2 in. 'Wi&must rSchiepenetralem(0.10in.
nimum7 Sshank xx 0a .HD I,l2 in.long)
ung)
NB must penetrate minimum 1/4 In,into metal framing. use minimum 7716 in.
OSB minimum 71761n. •Siding nail(0.09 in.Shank 0.221 in.HO x 1-12 in.long)'
•11 ga.rwfing nail(0.121 In.shank x 0.371 in.HD x 1.751n.long) um�
•Ribbed Wafer-head or equNalem(No.8 x 16/8 in.Ii x 0.375 in.HD). '°i° oc.mw.
va ww inn.
Figure 15 Figure 16 �,Hp
Minimum avedap 1
for Both Face _-
0
wwum• and Blind Nailing
wm xa Y ° nce••r
va
pvetlap
w.w
MMT drier
Werer Realanva f
r H.
e•m•r
o'eeep laminate sheet to be removed immediately atter installation of each course for Cda us•praducta.
When face nailing to OSB,planks must be no greater than 91/4 in.wide and fasteners must be 12 in.o.c.a less.
As.see General Fastening Paquiements: it when casdw,Someone fastening opoms refer,to James Hardie Technical eullem USTB 17-Fastening Tips for Hiude ank•tap Siding.
H81111agI 05116
H �o
GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING
Fasteners must be corrosion resistant,galvanized,or stainless steel. James Hardie products can be hand nailed a fastened with a pneumatic tad.
Electro-gahmnized are acceptable but may idubil pmmatum concsia. Pneumatic fastening is highly recommended. Set air pressure so that the
James Hardie recommends the use of quality,hot-dipped gavanized nails. fastener is driven snug with the surface of the mclung.A flush mount
James Hardie is not responsible fa the corrosion resistance of fasteners. attachment on the pneumatic tool is recommended. This will help Contra the
Stainless steel fasteners are recommended when hsralling James Hardie• depth the pall is driven.If setting the nail depth proves diffe ult,choose a
products near the mean,large bodies of water,or in very humid climates. setting that under drives the nail (Drive under driven nails snug with a
smooth faced hammer-Does not apply for installation to steel framing).
Manufacturers ofa ACD and CA presto prevent
direct
wood recommend spacer
materials vor e-treat physical barriers b1 prevent direct contact of ACO or CA (link rZi,
praserv6tlVTbs to Ntler and aluminum wood
shall
a of hat need l0 attach ® countersunk,
nk,
Anc-coats Tabs to pd steel or treated watl shall be of fad dipped fill&atld nail
zinc-coated galvanized steel or stainless steel and in accordance to 20091RC snug flush DO NOT DO NOT
Ri or 2009ISC 2304.9.5. Figure A Figure B under drive nails staple
• Consult applicable product evaluation or listing for correct fasteners type PAINTING
antl placement to achieve specified design wind loads,
• NOTE:Published wind loads may not be applicable to all areas where Local DO NOT use stain,oiUalkyd base paint,or powder coating on James Hardie•
Building Codes have specific prisdiction.Consult James Hardie Technical Products.James Hardie products must be painted within 180 days for primed
Services k you are unsure of applicable Compliance documentation. product and 90 days for reported.100%acrylic tepcoats are recommended.
• Drive fasteners leemBridicdef to siding and framing. Do not paint when wed.For application rates refer to paint manufacturers
• Fastener heads shoultl fit snug against siding(no air space).pig.A) specihcatlons.Back-rolling is recommended if the siding is sprayed.
• Do not over-drive nail heads or drive nails at an angle. CUT EDGE TREATMENT
• If nail is countersunk,fill Call hole and add a nail.fig.B) Caulk, cot or rime all field cut edges.James Hallie touch-up kik are
• For wood framing,under driven nails should be hit flush to the plank with a Pa P
hammer(For steel framing,remove and replace nail). required to touch-up Collarcus products.
• NOTE:Whenever a structural member is present,Hardieltank should be
fastened with even spacing to the structural member.The tables allowing CAULKING
direct to OSB or plywood should only be used when traditional framing is For best results use an Elasldmenc Joint Sealant complying with ASTM C920
not available, Grade NS,Clear;25 or higher or a Latex Joint Sealant complying with ASTM
• Do not use aluminum fasteners,staples,or clipped head nails. C834.CaullorrySealant must be applied in accordance with the
caulkingrsesdant manufacturer's wriffen instructions.Note:OSI Quad as well
es same other caulking manufacturers do not allow tooling.
COLORPLUS•TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE
•Care should be taken when herding and cutting James Hartlie®ColorPlusde products.During instdlamn use a wet soft cloth a soh brush to gently wipe off any
residue or construction dust left on the product,then rime with a garden hose.
•Touch up nide,scrapes and nail heads using the Cdodtlus•Technology touch-up applicator.Touch-uD should be used sparingly.
If large areas regain touch-up,replace the damaged area with new HartliePlane lap siding with CdorPlusTechnology.
•Laminate sheet must be removed immediately after resolution of each course.
•Terminate non-factory cul edges into rem where possible,and caulk.Calor matched caulks are avaiada from your CdaPlus•product dealer
•Treat all other non-factory cut edges using the Cal«Plus Technology edge casters,available from your Colonies emblem dealer.
NOW:James Hardie does not element rhe usage Of third parry tai or paints used as tach-up on James Hardie ColorPlus p educts.
Problems with appearance or performance arising from use of third parry touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be
covered under the James Hardie ColorPlus Limited Finish Warranty.
PAINTING JAMES HARDIE*SIDING AND TRIM PRODUCTS WITH COLORPLUS•TECHNOLOGY
When repainting ColorPl er products,James Hardie recommends the following regarding suffice preparation and topcoat application:
•Ensure the surface is clean,dry,and free of any dust,did,or mildew
•Reponming is normally not necessary
•100%acrylic topcoats are recommended
•00 NOT use stain,almond base paint,or powder coating on James Hardie®Productr.
•Apply finish coat in accordance with paint manufactumrs written instructions regarding coverage,application methotls,and application temperature
•DO NOT Caulk nail heads when using ColorPlus products,refer to the Colorl lus tach-up section
H511114Ptot 05/16
y >o
COVERAGE CHART/ESTIMATING GUIDE
Number of 12 ft.planks,does not include waste
COVERAGE AREA LESS OPENINGS HAROIEPLANIC LAP SIDING WIDTH
60 5114 6114 7114 7112 a 8114 9114 9112 12
(169=10i (exposure) 4 5 6 6114 6314 7 8 8114 10314
1 25 20 17 16 15 14 13 13 9
2 50 40 33 32 30 29 25 25 19
3 75 60 50 48 N a3 38 a8 28
4 10080679 % 57505037
5 125 100 83 80 74 71 63 63 47
6 150 121 100 96 89 Be 75 75 55
7 175 140 117 112 104 100 88 88 65
8 200 160 133 128 119 114 100 100 74
9 225 180 150 144 133 129 113 113 84
10 250 200 167 160 148 143 125 125 93
11 275 220 183 176 183 157 138 138 102
12 300 240 200 192 178 171 150 150 112
13 325 260 217 208 193 186 163 163 121
74 350 280 233 224 207 200 175 175 130
15 375 3DD 250 240 222 214 188 188 140
16 400 320 267 258 237 229 200 200 149
17 425 No 283 272 252 243 213 213 158
18 450 360 300 285 267 257 225 225 167
19 475 380 317 304 281 271 238 238 177
20 500 400 333 320 296 286 250 250 188
This coverage char)is meant as a guide.Actual usage is subject to variables Such as building design.James Hardie tices not assume responsibility
for over a under ordering of product.
RECOGNITION:In amMands et C BEvadi F; dESR 2291,HardWank®Is,sidtrgiarero9nizetl as a suilade 11111111 to set peaddiee 11"20093009820121memalland Readendal CPB fm Qu
and TxaFamay p,Mfites,erd tle 2006,2009 82012 treatment Bui0n9Code.HardePlank lap sid,y is clso recogn¢etlforapgifsllon 11101 following:Ca,Of Los Angeles Researaa next No.24862,51a1em
Rands
nd sle 9 R."88me.CoaCade
e osic,u eade Note,NO,0 aadtli,U innear
adHHUD�MalmlaleNe1,Wllost Texas
DeMaddars,of lMonarKe Pi Evaualon EG23,City of New York MEA 22393.1,aM Deft
a.1..1frig padfaappl.t..
®2o16hrre,mrdie91i1do9Pmdana.uiromereaeYad. Additional Installation Information, �m
TO!,SµaM®daallradematkaor rl9'rsrerm v,dlmamm Warranties,and Warnings are available at
James Heidi lovekgy LiintA.N is a m9ien trademark 9 James Hardie
mdames Harda TecMmo9y LMaa. wvrw.jameshardie,cam
PaMffaad repimeed aedana,k of ETBF F.,,sye2ne,Inc
H611119P414 06116
PROJECT RIG-2683-17
ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE®BRAND
FIBER-CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS
JAMES HARDIE BUILDING PRODUCTS, INC.
10901 ELM AVENUE
FONTANA, CA 92337
TABLE OF CONTENTS
PAGE
COVER PAGE 1
EVALUATION SUBJECT 2
EVALUATION SCOPE 2
EVALUATION PURPOSE 2
REFERENCE REPORTS 2
TEST RESULTS 3
TABLE 1A and1B, RESULTS OF TRANSVERSE LOAD TESTING 3-4
SUMMARY OF FASENTER DESIGN LOAD CALCULATIONS 6-6
TABLE 2A THROUGH TABLE 20,ALLOWABLE DESIGN LOADS BY PLANK WIDTH 7-11
DESIGN WIND LOAD PROCEDURES 12
TABLE 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 12
TABLE 4,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 13
TABLE 5,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 13
TABLE 6,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 13
TABLE 7,ALLOWABLE VOND SPEED(MPH)FOR HARDIEPLANK SIDING 14-57
LIMITATIONS OF USE 57
AS PRODUCT EVALUATOR,THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN
COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10,THE 2017 FLORIDA BUILDING CODE,
AND THE 2015 INTERNATIONAL BUILDING CODE.
PREPARED BY:
RONALD 1. OGAWA&ASSOCIATES, INC.
16835 ALGONQUIN STREET X443 ,,1� OGAWq
HUNTINGTON BEACH,CA 92649 ,�P' Q";••• •
714-292-2602 p`
714-8474595 FAX
oF
_ LORI P .7��1]jll l
F`�SSIONA�
RONALD 1.WAWA ASSOCUTES,INC.
16836 ALGONQUIN STREET W3
HUNTINGTON BEACH,CA 82846
T1L2B2-$02
714A47i665 FAX
PROJECT:RR}2553.15
JAMES HARDIE BUILDING PRODUCTS,INC.
1A86542.T343
iMo®jemnM1aNie.wm
EVALUATION SUBJECT
HaNYPlanWLaPSMW9
Jamas Hn6k Product Trade Namn coronad In Nle valuation:
HardiePlmk®Lap Ali Ce niubMiW Solnp,PrwYl^Lep Si ST
EVALUATION SCOPE:
ASCET-10
2017 Fbnde lath Code
20151MmnNwel&ifaq Coded
EVALUATION PURPOSE:
TM uWyNa Isb deMmmtlb mavmml desgn 1eamM 0u¢IxYitl epeetlb M Rsisled by ne¢¢endYy of XSMPYik ICemPYN.Plevei Lepl ab'q bstereC 1a uvvJ wmadl6amYg WM reY m
REFERENCE REPORTS:
1, readek Ran MN13(ASTM CUSS)Madded lab amen WMIePhH Sai
2 Rede Myie808 Int,Report
0.2�32;irl,ne ASTIelr nyOlSYnmend Test MY1W Theck ediS Soon eitla HeNePlrk Lep 6Wry,nYeMd w 2%4'NFkwcd stens daY l6 Mln¢
tod
bad
..He..la6xelMe;Irc Report IC IO#661ASTM E3311)Tndreuedse LOaa Ted.Coli Thi-Ey AS—vtl¢HeNrePWk Lep Stig iaddid on 2%4 HamFlrwxtl e4W Rand a11.trading
an miner.a NUMw It pdi 1.nw i 9.-ad rani n '.
4.RemIM LaOmdents.11lc.Adad C-1III(MISS Iii Trermrmm Lmtl Test.But TNd byU"yede Hadoulank Up Belot]troWa]on 2m Ha i dand mtls spa an 16 adde
an aMamvf,a W rammm re8
168 andeaanaeottrwlnn6lHnnga9l 214.7-10
M` )ABTNIgl EM)
Troureanded Load Ted.Ly0.260eLAMw d6ol VThierty 2.3Wy5MNImg825 andi wOe Handl Lap SdnB imbkd an 2%4 Dou}FY{uN dxW Si spamn
6.Ra iLeMml6dial —Repon 2140-117-10 M)ASTIN E2301 Trwuwrsa Lmtl Test,All Ti Ey 8,nmcb aide HrtGe%mk Lap 31 MCYtl an Vol Doup.Fir-Lyall mi dude Stanton el
16 avow on mand MM1 a 0.092 ircT Mvk by OzG ado ond d'emyn 6y 2.51naM1 Imd pNuti Sued nod
.Raon Lab Wasa0.Im W2 Ftlei SM1yy Iry603IIb IM030®mnalwby2ILoaLoad
led
5116-TdsN�82i"Mob HeNe%eMt Lep Bided nodded rn 2%4 Don,-Ro rch mad elude ana d 16
Stanand Sold nail
B.RemdaM1 Lanmelwbe.Ind.HTm121.7-101 ART IS E330)Traway.lien Tan.6H 8"T .by 8151.aide NeMleMene LW Bkil eu1MIN an 2%i SPducaPMFar xmd.1.apes d
16 nrMs On center uiN a0.W2 m 11 dark W 6.M nch aE dlenMu W 251nuo Imp OeNenhaO ending nY
4 R.I LaborMres.Ili R61W 111W-1Aul lCut Tnnd—Load Tam 511E TM1'Jt by 8.25.We HSCiaWJM Lep.,di,...an 20 gauge mend..epatl a116 eM 2e
e lase an matter MN I MWktl pas ymddd
10.RemdtllL oM.lase patent 11Idul %BJiM E3301 Tsv¢wtm LOW Ted 5H6-USS&W81 ade Hetdepi Lw ASI irsdled an W pane mNl erode apamtl W 16 and 24
PlbAna.11
0 •.
""-cFSS10NA� 1
2
RONALD I.OGAW A ASSOCIATES,INC.
16656 ALGONDUIN STREET 6443
HUNTINGTON BEACH.CA 626W
714282-16D2
71480746-5 FAX
PROJECT:RIO-26W 5
JAMES HARDIE BUILDING PRODUCTS,INC.
l4a6 2-7393
iW.m.e -h.mw.
TEST RESULTS:
TaW.IA.R Ift M Tmnavnsx"d TaNn9 br Cwflpun wM 81aN FMmllq
RryM1 NunEY 11119 11198 1 111-9 1 11199 11141 11174 IU 0,4546
ll5 ll5 I16L0 IIWB I155M mWIA
TWAg� R�nYc6 RmMA Ra1tlM Ramlac8 Bem1M Ram WA ReMene
TH..(in) 0.3135 0.3125 1 ONM 0.3125 43125 83125 0.3125
ydgry(hL) 616 825 815 815 12 12 9.5
JOIN.. 202089. 2. d 200% MIN. 20
R.
F.—Tp Wigs aletl aNJN meel Mrl tlW sEtls
AWe fOds aWJ+
FamaEp W) 18 N 18 M 16 29 16
ETW ETBF ET&F N 8X1-
ETV um O,LC ET&F Olm. (LAW llllwx
OdW 0.1w0.100"
gNY6 buh6 �� kru6aJ knxbU Mvbb 437Y
aNm aMrM a1wJi M1 d
F..T tlmm Wwk EWmHer aNM gents denNtt EiemMw
m.nM.x memmar mammarx
02yP 1p 0.2W HD ..NT 0817 HD x426' xB2W nWmW
.Ib'bq x1.S by HOOx1S x1.Yldq IHOx1.Y x1.5' Mk
w
FaelenLq MCOW F—mII[ FMNnRI SIM mW B . FpmY FawM MmM
UNmalaLwi 1psll 317 173 Bs 60 1 151 61 188.2
OWOn Lw W 100., 611 SI.3 167 W.l 27.0 60.9
Ertetllw TrbJmyNwlspltl 4556 O.w 4TR 1.161 1.iBs 11. 0.817 11
Fe9Qnr LwE,9s Wde6 W7 0.1 166 1814 601 9F.9 6114
16.9.6
1.Al SWDnl9nW, uO UYnMLak66i1. b/a M Walyol9.
2.Hvbb D SkY-q axnCfmssM'STM 01186,SRMeN SpecRatlan WOmbll,TypANwnaeM9gF -Cenwrt Rel Yx,�s.
1111"" pGAWq
—
C
4
STAZE OF u2 AA
o9F FLOE\OP'. a1
o . ...... �1
FSSIONA
3
RONALD I.OGAWA ASSOCATES,INC.
18835 ALGONQUIN STREET 0143
HUNTINGTON BEACH,CA 82849
714-2823502
7140474595FAX
PROJECT:RI62553-15
JAMES HARDIE BUILDING PRODUCTS.INC.
t-968-512->813
inb®Iemealutdie.wn
Isis 1B.Besub of TrWveM Loss TM9q 10r Cp109un5un vM WODa PmM9
Im91 IOIWQ- 21K07- 214807- 2 I1 2141 -10
RepelN. 9&1995 IG1m488 M 10(c) f0 05
To.ARM ZOIER RamIM Remenso NernleN Ram1eN Rem1eM Riumbi
TMGnas(in.) 1 09125 0.3125 1 0.3125 1 0.3125 1 x3125 03125 0431m
Width(In.) 1A L5 I fly 1 825 6m G25 835
Frtme Tlpe Mwod 2C4 nose 2%4zwtl 2%4-od 2M.W. 2%4 woad
XemF9' HemFX' H Rr' CGL 0FL DFL SPF
Fnma Spec&Pro) 16 IB IB I6 15 18 15
Be eHN 1-W (i Bd song, Se eHM 114
Fe&mrTlpe seg,,aCB9' No.It pa. Ad Ad ben ep,0.. 0~09Y% Ni.
tM O.aw
%a22Y% Rwfiy rel %0.260'%0.227% 0.22SX XO X
2.S .0 23W 2.5- Y 245'
FasNnerLmpNlltl 25 1.75 2 2.375 2E 2 35
Fasbrvnp AMEnd Bio owl Send& Fasi Fara Ml Few rei Few tW Fess MIM
Ultimate load 1ps0 82 140.6 IN 295 253 155 1®
DeN9n Land](PM m.7 449 8113 98.7 &.3 SSA 55.0
EfW.TsiNdsn;.d(s0) a" 0817 0.917 Swa 0.775 0.778 07r5
Federer Lood,aslesled .Ha M.5 60.8 RT MB 4JUl 431fi
(IMaslene0
Adluslad witM1tlmuel deryn bad CkeuWeslistonn�NLs,nAl s-pares.deMwa
11Mestmep,W 51.1 496 M.2 IAO 87.0 4B.1 41A qe more mnrmvuremewiY oeuzee.
Netvasbon Pe."obbn),P 2.tW LAM 1.375 Vm 1.05 1375 1e75
WaM spetllc GnNry.G 0,42' 0A2' OA3' 0.M 0.50 0m 0.42
Nml she.Diameter(in'), oA41 0.1m 0.117 0.113 0.0.82 0Jbo a0M
2.15or ESR-153R
SV9so.No NDS
2015 uE6R-15391i`rt pmelreeml. 14.fi tag tID M.0 22.9 YL9 14.3
W
`TM av'9nM speofic BnnN al Hwn Ftrin NOS20151e 0.A],M1tl1.1waA2 b u¢Min NIB Mtlytlaln wderWnalN Nery®dCpeWly a15PFlunOer,MiN Iamwe wpWer,
100.5'0.6@ Deagn Load i¢IM W'mM Lwd dNMed dy a FadvN seletyal9.
2.HStlbSsilfa.,,w honse, l bedASTMC1186 win
tNSrnpend des
os ll.Typ9A one be o FA9/LMNnf Glef SeBefS.
3.L.ed . ln!hetnod,eeal bed in MWooconipanMrde Ne wests. W IS dredsd mYYNtlee Me wN be ivM.
Fn 3F rosea in Ne tede.lne e4wled wilMree¢I¢¢17617 vie,w,ie s&W Wed AN
W=LD-W'P
WMre,
W z.1b eunlbtlletlm pn NP42d15 per
N 29215x ESR-1.
SR-1 pYYte ked=16
W=wRtimner dcgn robe.WIYled per NDSm155ESR-1S9B,Wvlevr appbCk
P=taslenv emhebner4 dpN.In.
Won had¢M1aM:,D,x 0.088 YM M50.375 inW t5 smSM shook bids.ND 15assedon 111.?311e WO m cYo4le xHMmwI MN9n veAp
W=1380'W.)-D
Neon.
D=wwtl speadc pnWy Oat Tads 11,36M
D=tad shank diameter,In,
WTm nJ eM1eM,D.uksz Nm O.OBBYM.Sin eewxdtYp Ylen4tYs, tlnvMoaxel tleepn&170.17¢17 MlstaObam ICGE5 F9t-tSMTede 2. as4AAA�4 'I
01 =
p n
. 4 2
9 ORI.:
,.,.AAGAGpa
4
RONALD I.OGAWA ASSOCIATES,INC.
18835 ALGONQUIN STREET W3
HUNTINGTON BEACH,CA 82849
714202-2602
7148474595 FM
PROJECT:R163553-15
JANEB HARDIE BUILDING PRODUCTS.INC.
idBbS42-7343
iMOqdjameaMrdes.wm
a bemoan Re 1 9 8&905 0.0831n. 21n.M1uaaYmeM Elena hall I
Had billiarewal design load sons aelMnma b be 145 b/in penetration,based m ESR-1538 Table 3,fw009P ammtn thaM Had xith 0.42 sada Manage
The aguated taslaMr edWreM session n Ww W=Co•W'P=1 V14.64.180=51.1 Y.
TM1e lashed design bslaSe,send pilM1 a latlw seashad 3 appded is 21.3 pWMs per Ysluw.whet 6 IN tlan lex adjusted YSlenm eMM1d'NNl design ua1r d 51 A pouds,deo W be
,rhes due,Me ad naslmv loci W 21.3 pumds vM be used sr the uIWNm
LakuYtlon lw5d s15Y0 uil I21R Ipq by 0.081 Y.sM1Mb Y/O.T32 Y. M1ead dYmWsj dIM nMM InW wood aWde:
g as Ynm Vnbr,bN cbugYq 1MrYktNNWefid eNnp MYRin.bry by O.OBJ ih.tlWlt by0]22 in. M1lead6mnelmlyxltls an.0.Yslenet MMdrawel desgn vWe
Qa(
4z o punas per YeMar
NNI WMamwl design an rola,W=ub Nm pewb+bh:
NN Q,-IN- I-I rnaIYwgM1 SH tlWAlrowumeK P=Is88`,
' W=Co'W•P=18'148.1 BBB=RAIb'Yelberl.
Bonded an Me ndomk Ma'am,a ed bang rel aM de closely sWitNMtl Me Me M shit,nal
IITM mode demure Mr the z 5 mrA song by 0.093 o-cb aMmt by o 222 iM Mea JeTMw MY]mY Y/aatMer nus all Oamyb Me Ager-Cement the head segment martM Me
....Me sa u l&I sal p—1 an-Me dame MM damebr to 22Y) and
21 TM1e aaiuelea...or agadawl aabill sass he IM 2 inch Imp W OPP TM 4uhe by 0.222 bch MM dean..,aims,ul in 3s.4Issome mr,MY—Me Me Ieb Is..'
design load M 2l.0-tans,
For IMMO real.above,IM ed added,net dM taped Can sdectiy wOSMIe IM Ba In,had gl He sane stink aM head Many.. Reads Y T.2F se used W Moine
bwaNa MaI,VAM opsit tw Me 6d siding had(2 snot meg by o 0W iM WM b,0.222 inch lead Mamdvl send.110 MO vena a...
111,I5"�OGAWq`'- ,
his
,5 e
,4
21 • *
-FSSIONAI , '
6
RONALD I.OGAWA ASSOCIATES.INC.
16835 ALGONOUIN STREET NO
HUNTINGTON BEACH.CA Ill
714293-3803
714N74511al
PROJECT:810.355115
JAMES HARDIE BUILDING PRODUCTS,INC.
1-BBB-542-]3s3
mb®IamwhaMle.mm
S fm a b nd not la'nawmd stuns
The BEjusleJ mother withdrawal tlwgn blue,W,in esteemed pY NDS3015:
Spatific BlaviN CT o2(use he mwfic gram,N SPF hnrtrt MW d 0,43 M Him Fir):
Ha stunk havandec D=0.1W..
Nail pennfalin Eeµhbr l.]5'riW mkleEm Y16"fiNwrranlNW.P=1A38`.
CNCulaleE ralENnvN tlesiOn vakn,W 1383'GISI2l'o=1bo'IOA3)`259.120=18961n peagpetHS
AAlusletl wJM1Nawal tlesignvaPH,W=CD'W'P=1.8'18%La36=J]5 b.
Tae WIe00eaign bslener loatl vMabdttalealtly9gg4etla N.BpYWapxfeskner,v.1iM ism,polunIMNon mdago HaMrWWrevel Eas'gn vtluetlA].5{wde.
HenwlHwkagv6ni N9bna0b Ee4c WM slrwtl.lmletl 1M18^Clm]N43.5 pcuntle bra No.tt Aayp 1 T5 nch Imp��re8 WA be us M.
Inward 2,band tl'e IWexrM�Eis M!coNlemtl<356sysskmbreeke..waLm.nt 26 w
e
1. tlespn Mokte, .wand a.beksleUkakriertivgn.75
Is, ,han,aE is w.1 to hatemr Eesgnbetl MRtleOrylsskm ul6Wry RezuBs in Table 3Gere uMlo manias abxxlb Ma'c Mak apeetlbrOe Nunber tt taupe l.]SMf11
Iwp rvoNiB re0.
w...ror No.119¢.13S how rmfin9 hall Wlna miles IMO w00J sham
Remrl ILtW d(1.IF'Iog 11 ge_Fan net)y1..ad a IesIM feHener loll of 44.7!1 kNaskhwr wM Bw%it.moa bete,soden.head tied 6ampM1 the fiM-wsail vMrebhe
ws Frnw hal lte flbencemenl(a9enetl b4ntlreikC wimamtRhg neiln liMleE to M.lBEflaMener. lleihp Me aemelunber as spetifietlMRBpY11L1NiBB, maMhgiig BHnow
krglb to 81.25 vWres and youds n dGue1M h vener widowed design value MRA muds Pans mr.
Columbus somewhat musbn yWe,W=18.9 Wfin.perwoe4on
Had peawllIDW evi for 12S nM ormiled our 5n B'COH[emend doll.P=0938'1
MIOetN wmtlhHeel mean vYw,W=Co'W-P=18'1fl9b,936=260 between-
so
etween r.In Indsme.Me adjUSIM wWraxl tlesgn MR Is des ames..or,secsifs lees No IM IWM Eetipi f -bed.51.1 aned.baths N.to thins cmipn betl M 28,1
MaelmMdiubM by/sawn MMlery. See Teak 2M btlw.MIM wlWaled aIMB dmgn ba]alH wdi pink WM. Rema n tabb 2H xe uwtl Io[abode aloxabkwM spell
!tt me Nhmbx 11 pang¢1.R WU kn0 nmol h®i uwtl in a blind nal mNicaen.
rt 10RdB Btl[nn In
Tie.MwWMelenawl rawalde90nvalw Word MNOS2015h39.2pcunaprMgC 1. TM kAMhvAnkAembeO wlM1aletlmMwleN3ppfed is fi0.8 wwdspm
laslener. TM NDS adlusted feslener wNdrarvd Ca8i9n vtlue M892 pomtla ie mora whreauawclan mmpvetl ap&nal Ne baladlaNerier bad. Hera.ho neelooim Maammil
ad[wM spend,IM vdnB tlespn load far a 60[unman ruilfew neiNd vAI ba calculMM awtl an Ne NOSR15 ecu btetl lama'wmRmel avpn Ww 38 21baRaekhrer. 'a
TaOk 21 belmw lw Me Wmleled nidal tlmi9^Imdalor msA perAxi]OI iulrpeW mmmm. Resu in Tele21er¢usedto Wo end Nebasicwnd S"e br Nefidwmmon
.1,bw havast
CMula0on for N c0mnwn nail few nail No wood same:
Wew Wlketoummev maklnlweNes WM dlnrepo^102666,kdelM¢w.eprwowaubWanganMmmmonmdA rMal dWwmmwr I DmldwwNmmcn
homes the diepadN between me NDS all Imted.mora on ous enehs. 8dowaraure wellies M.uAsdwinO lM 8d wmmwlH tle fie Wnnm nal i¢M m I.ndhg r¢On 1030.98 w
Mkve IM stated Jlimak led Is.W IB8 ped,a deaign load of 88.3 W
1)Use me same oaths as n.novel Ha dugs do..1 m a Mem ed common Ni Its Ins,.B.1a I-work dW.,a02Br Mad diamekrl',
2)"a W mmmn yells Hi NOS wimm adviser wMtlrarval down value M 65.6 puW law
Speaiflc BrenN.Gb!2',Sbwk daemon,0=0.131':Net loom an for a2,5'nal deal ell leans M en 6•Hoer aerosol=1.8]5':
WLIMmrOI tleaign valor,W=180'QW-0=2n67 IM^ .in.,
AQuSIW wtal deal value.W=00-W'P=15•MIST'1.8I5=62.0 b.
3)The mode N Muse forme in
cwnmm wr w
l,hand 1026bb Is fmlerwbdkvN hcm timber. nemcontended cunMd NWym waihp a B mm under the k&mn Med ben
tle 80m- a was can anlinpek al,want me same hskxr mm deaAh movi heat an R smasher,hW:
6dcommost n head beaHe.(he.demekr=0.266h ems,YuhR damelm 0.1131nchi=0.0155 p i^Teo:
•8d common need annual Hso(a..CmMer=0.2.1 anal Mnk diamelea 0.131 Intlwa)-0Ab5 p..as',
4)The NDS and hated fealend xeMhHiN design vase he the 80 common is 6201Meoons,ma awake the tested homer coal load M Me diameter(,or a fid wmmanm
Man 1026..),bal we con use me ufternift Were phmvetl 198 Edd kWbte a deign phmve fall W wM an Btl Common had ml[summer) this we be used t0
abssmai d mail
For W/memo atow,We W sunhat mo be Wecq s,..it Mme fid eadnmw wed In rmwl I W3 Son,Tae,2.1 br me cabYletl Ydtg dell Wits for mcg peak Wed.
Rmnla In Tele 3J He Wd bmlcuhk same sate wW awed M ma ad amnmon a06now'Wetl'ands wok dads.
Summer�i W Found si 0(Cl IN d no whouses hass hall but&naboad Into wood ba
Nail wNdldval dmlpn bat was alaamnetl m be 30 Pdn.psnebafima 68aW Bn ESR-1536 Tatle 2,M0.113'd0lmned Adak mi won 0,50wcatl spHYc maty.
Nadi mtbndpMM2]75'"mdMougabvatry d516'aermnwalMsda.P=1.7S: 1) 'FAAGAWq�� _
The edlustaleelerierwObmal de p-�va1xW=Co-W'P=1.6^A9]5=N.0 b. 1Ff1
TMladeddesign(asH loadwonaherbsNWe 3ry edk]8]moralepwfasl ,.Medibkmtlwnme Wjjuat a,4 .rwhd2 Chitinvalueof�p ...
ml eafte el theadoe nes. he smad,I.e.to.ba M T6.7 pCUMa and W uwd. nisi
In Tate 2K btlow,,Na Note"land a had col ad 767 WMmlewf her w alta HYk wide,M hadvanle sal design load is W.cah .horn Ne kitedt
Sbkl msgnlsad la equal to laskma asgn bad dnded by anoerea MOdary, Rasura to Teak 2K an,used To inmate Awesome sac wnd spell tat 80 out s
owed irk wmdsads. •a1 w
RONALD I.OGAWA ASSOCIATES,INC.
161).15 ALGONQUIN STREET#M3
HUNTINGT0N BEACH,CA 92601)
714282-2802
714N7-595 FAX
PROJECT:RW255115
JAMES HARDIE BUILDING PRODUCTS,INC.
1586512-7N3
In10®jamwllerch.,.
Fm Tole 2Ala2Ntla ant,. aandwuIwY1Nb)plwp0oall IMNhunry Yw W¢ealI66101iw,0lvaby tloi9nbetlbewJIS41M9W NYg6nunYM. Rytryso,tln Wwdn tlwpn
Intl S .HvtlePlsnk vltltlis antl alta apaonO VY6 Ee deleemlli..
Table M Abbvrabib Deafen Lw6a WSW on Cmwnl Frlanrt Load.ETBF&Nbo knurl.Wanks 0.260"HD X 1.6'Iw10,1P OO able WSW Small M1Manen.doabil(Mwu9)
CIwO(mnsWe berg 6251nnb IYnk bell.beS Rabin mina 111.554 m111 14&15NA
Dash load=dome Stare I1 TOS=-317WM=-1M.]Fe
Efletllve o1hwm=(abank wdth oybsed W beWiaX AA WWMVI W)=((Lm-Im)X i SIM M=O.556 5p.1
F .Abad tlagn loan X tnbvary arca=-105.6]X0.556=38.7 pxMs
CakWa1MeWngW EeYnbee=SYaer batl I.Ietl wrdaM dWW 4 arta Seoul W bootee,W W rddiabo.
MYWrdeand M So c c$ s a
5.26 I6 O.Nw -132 be -N]0
836 I 417 1 16 0.66N 40l 58.70
735 16 0.6667 -68.06 .7.
75 I6 0.7 40. EBIO
8 IB O.75M -01"
H.70
836 IB 0]776 -]SAB 38.70
..ad Ni adeno 4fi..
B.5 Ifi 091fi] $a.N 39.]0
12 45' U 1,. .&1 -012
Tal 2%Albwebas Drip btla Baeatl m CwWnb F-fiber Lead,ETBF SAW knurled aank Y 0] NO 1.Pawl.W OC Mia Mend SbWs,fasteners eapoetl ISce nae)
Cobalt for wsWs were 6.25'vM{Yrk vAres Imm Re-Numer 11149/1554 mJ I11WHMMA.
D®9n cad=am./YWe LSdn`0S=17W.=5].6]W
Gonewe WSW,=((µsnk wdi,ewbaM W Sla0rx X Mod NWcoP 44)=1(635135)X 24Y1N•0.8333 ryM1
FMav able design Im]X NLapry am-5).67 X Q8333=M.W Netle
Cssatl.fw.awe dNnbW=Woordr and amid mMkbn tlMtletl by BWY3rm the coalition WtelnYlM
B _
2_ '_
IlwMacM�kwex $g 61!
Ina.a) 83 I5 k ga m3
535U-17324Be
0.M6! -]308 JB.Oi
635 00333 57.67 -46,06
735a4 tA.g0 �b -W.
TSb lM17 -48.13 36.05
8b 1.1250 ♦2.72 Was
6I6b 11667am24 1.3333 -36W -48.06
9.52f 1.3!60 -34.9512 b t"17 27.00 A.N
Table S.Al...AY9n Lwtls Bawd m ConsWn Faalenm Lwtl,ETBF 0.100"knurbd stank a 0.313'NO.1.6"deal 16'OC MOa MNM BfiNe NMenew[wt[wNd Saba"M
Lb..bolls uAM am.0.bwoeslrtm Rewn N-ber 111"15548.
De49n We-WimMe..S.TOS=E ,bf J=-21.33 w
Eff=Stable,=(IFlare want emailed W w.iMrX and weryiYlff1=11635135)X 1SY144=LTI8 wR
Faelener b.=desln Wtl X bbularverea=.2133X0.776=-1S.wuW
Lab$wWd abwggaMe deal .load=IeaSnea Wd Wilted dMded be et bLuleillo, mYlb'xl to be fAnYled
H.101w.lk
k&2S a e ISA6 - =;6:% 3,d'"V 0GA4Yq`'
T.25 10 O.N2] -2466 -1fi.59 19' _
7,5 16 O.B9N -2388 -1858 11
8 18 O.750d -R.12 -1fi.58 1Q
am M 16 O7 11.33
.25 16 O.BW -1S. -16.fi9 ; 0. (� 21 ••••s y
9.5 16 0.8187 -18.10 -1 l6
12 IB 1.1W1 -13.88 -1
7
RONALD I.OGAWA ASSOCIATES,INC.
168M ALGONDUIN STREET H 3
HUNTINGTON BEACH,CA 82649
]14MW-2802
2148474595 FAX
PROJECT:RIC-255315
JAMES HARDIE BUILDING PRODUCTS.INC.
1d88.L2-7313
IMO®IeneaHWie.wm
Ta41e 2D,Albwable Deaipn Lease Baaae an Corals.F.-I Used.ETBF 0.108'bland advised,a O.N]'HD.1.P IMg W OC MBs Ni Blue.nein nen cmcvale6101md nail)
Gbck Iw reaWa uffiq 8.25 ilk pknk vabea adn Repel sadg.1114WUaMB.
0e9pn bad=Manse,failure loeeff05=30pafn--lAV W
Efledive NWary=I)plank idea,eryna.J d eaulasa%Mull ape YI-)-I(&261 A X Mill"=IAM yX,
guidance load=design axed X bbNary arca=-15.87%1.168]--19.0 genesis
CaloYMa Available cleassainbae-Iaelener bW added mtlMon eMdee W ales LWlarytu ale classless to WuW-d
HBNbnn�peVhltll a A g A =a a
535 2a O.66T -29.n -1844
635 24 DWW -44.33 -19.44
T. N 1,dow -U.N 49.44
21 1.0417 -111.67 -19.44
8 24 f12W Alm -1B.
am SO 31 1.144 -10.63 -0A44
B.z 24 ?8149 -14.50 -19.N
9.5 24 1]TW -14.14 -19.0
11 24 1.]912 -10.85 -19.11
TaeN 2E,Missal Wspn Lease Based On CmsuM Fastoer Used.N0.BX 1- I=9 XOSIa-NO Based wsiblead aam,MBs.Meltl Saudi Hadden cOncNW IOped null)
C.briesuls using 851nU 0..values ham Repoal NIaMxIG103586
Deslgnbad=W,male ugnre 1.1116--1682p a•-58.1W
E...1designer,=(IPHni,ed.sews]as A"spvLalail •(1851.25)X I6Y1N=OaUU 1.
Fallen". design los]%1nLNary area=u`8.A%081.7=31.2wuNe
caudeud al0vwele ee9 nbw=lwwamwewedo, ektlee nrx mminm roeeamoYeee
z Y a g _ $ 1 � ,s
s`a i g _ $9 aa_ _ 2• us
$ #
HYEbPISA WWN g E Tv a ¶''p se
Indiana ^8 R3 O1..`-. 91. b Fn
5.25W16
nFMt -116.33 -51.44 24 O.M82 -22.65
6.25a5a5fi -u. -51.ro z4 0.8951 40.235 'Agal' .TI.55 -11ro M I M 31.10
a50.6944 -R45 -SU. N L04v -aBuG
B0.251%1 89.93 61108350.7220 416A7 61l0 N ?1882 .41.31035O.WBB 38.18 -511.0 24 13998 1928
091)2 .26.10 31.20 N ?3]60 -].EO12 ?1944 A3.z0 -s?Tg 21 1.Mn 3686
T.N.2F,AI onadi Deslgn Loads Bsese w Cwuunt F..LOM,ee eking nai12.0"L.SPF SWda,aaabnee cmxaelk IBlind nail)
Leak Ieae9uM uebMain..
Nom,]105939F✓1385. TMk8wfi0 CVWnpk WIeem0a¢Mle tlne EeM antlyE'N:
Deslgn bas=dig=s false ft Me =-92paA=rX Mud
ERttNre Vaulty=liessards
i,s Wet ey05M aOwMw%Aad a-213 jd M)=H1.S1.25I X tuddan 0 iga sq ft
Feslmer Iwe=design IoM%GEsary ere=-30.2%6691•-213 p'aMs, sMlcn vAl Oe usMiw Ne cakJelim
Afllelee1aa4nea el.deewa Iwd ham NO6-2015=42 MIN is blaulanane lnaetl Iaae to dM
caaaled abwaeb eeai nlwe=aauwrkW feAM mMNw deadM aw o-Bm mr to mnewnmcewlnlmM
fa e
H~IUO wMad 9dE $ 81.
535s tfi x990.4444 <.92 3L30 N 0.6681 31.W625 lIF//////�„
2.25 16 x6862 -38.99 31.30 N oWW -si.w d'' \.GGAWq ��
S.e i! t8 o.e94 40.62 it lg N 1.1.441] 30.44 a1
8 18 0.]500 38A0 31N N ?l Al W Zak _
815 16 6P2B -27Y 31]0 N 1.16117 0.825 41
935 18 O.BB99 -239fi 31.83 21 11993 -15.% fa
8.5 16 0.91157 39.YJ -21.30 N 1IDW -160.8 ; (} y
12 16 11844 -17M -21.51 N 1.7917 -11 BB • Ta `
MIE
9 '-•.• FOR\�P''/:
.Fssiowa
8
RONALD I.OGAWA ASSOCIATES.INC.
16835 ALGONOUIN STREET YH3
HUNlINGTON BEACH,CA 82808
]142923602
]1{817461ISFAX
PROJECT:RIO-255M 5
JAMES HARDIE BUILDING PRODUCTS,INC.
Inlo®IemesNNle.wm
Table M Allorebla MNp1 Leach Based on CanWM Fastener Load,No.I Im.RaoNry nail I. C L,SPF StWq beldame smcemed IMInE ml0
CIw YM rtsW=M 951nT Pank value9 M1am Repan Number IL10.%88.
Dm nka0=utimale Ietllure Ioa.F09=-'K.WA=<B0pef
Enafive InOAIa -11Wn'k Mdih eryoaao w vreMer X"imbin VlMl=(IS.]5135)%+BV1M=0.etfi]alk
I'minel load=beagn loan%Nbulary nee•J8.9%.016)•4439 P-ma,.allb mm am lM mbYbal
ArymteblaAmer MUldravrzl bed ham NDS21115 J9.5 hNeeWler inlbls mss i'D moreuseereemadvi be Wed N Ne heel
Cal..el.w no nload-oslemttbedlmbd mtl9ion dHanneepwank
(nomir+ded gg krtle rmtlAalb be velatlaleE
M z A
6.25 II6 U.HM -el i3� 20 0.8661 85.25
6.R6 fi 0.6558 -]8.39 -pS0 M SIGN' 3230
].25 fi o.686! E535 J9.50 M I,WW X3.50
]b 16 0.Ima E2.d -tl.f0 24 Ldt] df.]6
0 16 0]600 3 .W -A3.50 24 112W J&67
S218 O.] 8 N.M J9.W 2, 1.tE6] -3]38
8.25 18 P.M80 JB& J .W 2I 1.= 732.83
A6 -1N.8 16 O.B1O -0.45 Q.W 24 19]50 -31.es
12 m +.1BH $Az 13.N za 1.%01) za za
Table 2H,Mbwable Mlgn Lich Same on Commit Faseamrl-m 1.No.t+ga.Roofing nail 1-114- ,SPFaluda,4ahnnm cencm al(Wind nail)
iM desyn tae FBas mss ie Gniletl OybpM test mBiY W rpon IG103438 ertl AdiaYed Mb6malbmbo a NDS2015
9dn Eev sbad MlNs roe be ualto Mee inkelaetawvnMdmwN 1. W.11Masteme)MJAm Ey lesion NWMry ase.
2 s
$€ mho Aa
HarddRsk W.dM
JL
c
maw
535 18 O.MM -6112 4AI 2a 0.668]= R.60
625 16 O.fi558 -51.12 -EBa 21 O.B913 ds.08
T25 16 o&'B] J2.60 -zan 2e +.Wal -2&a
].6 16 o.6d{ JII.W -tea 24 +.dn -2].26
8 16 0.7 5]v -MI 2e 1.1 -25.20
41
825 I6 O.TTTS �%.51 -2&1 24 1.1 30.N
925 16 O.BB82 &5 360 24 1.. 41.30
A6 18 OJ1p iO.N -'tll N 1d]5o -20.66
+2 16 M. -23]8 -284 24 1]8+] -I&M
Team M.AIA ape Magn Lands Same m Commit Famner Lme,Ncommon"I Y48PF Some,faemnen aspmad Rem nail)
pestlon.ba 9511 b park vaims Irom RepM Number IC1VOY.
Diego,bee=den.mYure lomF05=-HORM3--Nd W
M...".1-Wank wid0,"ry 'to-.X on.aneada ViM)-((9.51.35)X18,'140=0.018]Sell.
F.r bed=nein load%nine,ern-26.33 X 0 '
.918]=- .et"
M.msmrm..-1 nad Irom N0S2d5.392 b.aleer,nMai.as more ccasamiive a!9 vltl be Used IorM cmculalim
CYA4W BIvxmk deem bad=adust.lal.enerWMnravN ban dnd' R +m MemaWottobemlolaled
NapePmm.weM $E� �� � S §'a >j5 95 gg5 as
-
su +6 o4M4
-TON
-]9M 24 o.[C82 -58.80
635 +6 0.55% -0. 6 -A 20 20
].25 IB 0." -58.80 -3930 N 1.D9b 38.30
].5 16 0.8BM -U45 IS. N tall] JI.&5
ca 16-m is M �12 O .N.2zo0 2! 13750 .2Np 36a6+51'Q,�OGA Wq --
12
is 1.19M -32.82
.24 2 ;
S.TATE OF
`'-cFSSfONAI � 'j
AmgN�N
9
RONALD I.OGAWA ASSOCIATES,INC.
10895 ALWN WIN STREET 414,14
HUNTINGTON BEACH,CA 92649
7144w 28oz
]1685]4596 FM
PROJECT.RTO-255 15
JAMES HARDIE BUILDING PRODUCTS,INC.
1-888552-7353
info®IameNduclddiam
Table L.Albwable Oulpn Lwtls BnFY on Constant Fasten-oaA N common nail 2.5"L,N-F r Bbtla.laFbnM aapwa0(Ow wap
The dawn ME an the rens is Indeed by both Will mJl of ldoOrt lG f 02MB and Pdiwea MMaI bBtl(nim No$2015
9d'nd tlealen bN in We dean la elan do to.adhaddeaderw denied.dedho IBan D[i I Wea1Ce0 anddm by lo.,NWln mag.
Deapn 0.=unmade...I0eN05=-199paRf=-6fi 3 wt
Ed...1=((plank vNM BryOaM b ans.%slue apaong111.1-((95125)X 16)/1.=IISIV apo.
FasdmKK d ig
bed= bed XNdday mw=20.%O.g'V=-60.01 pwgfl,yHyr W be ueJ Imtle 1NeBni
Ad)wed hadenrwnhalaral c ad and NM2015=65.8Ihadbeenm.v aol is hada Men lM haled! enm bed
Ctloleletl WvsMedesinNeed-heleneabeina...MNmdivided MIa4w Nble cmdlbmto be cakWalee
as °ren- 4 = y a gsz
HatlbFbaAl4Nee a R 1< g £ i : y s s is
IrvTes) ?novo S1
515 16 O.J.S - 7
40.81 N 0.888] 2
8.25 18 g.,a. -losm 1WA6 20.81 21 0.83,01 -29
7.25 IB O.7 -01.22 t0A1 N 10iO0 -Wal
7.5 18 0 aaa 47.57 -W.0 N 1,041] 3908
8 18 O.)502 -0t.f8 WV N 112m -%GS
815 18 07M 48.18 -NA1 N 1.1N] 752.12
815 18 O.BBBB H.11 -80,01 N 1,33}9 45fi1
d.6 -1. 16 0.01. 410 20.61 25 1.Y150 45.22
12 15 1.19- SO.BI -83.81 a 1]91] 23.94
TaOM PK AIbaWYMWn LONs Bash m ConaYnl Fastmm Lw0.N(NIR)dnpaMnF Ow wIl OFL BIWq IabnM npwaellaca wap
CRetl:lareeJb a¢np 6251�N pbw VYueafrom RepM Nunba21d9Q]-t01C).
Oe51gn IoeO=WMiM hYve bWF05=-27w115-28.]pit
F..ea-h.=Ie=ai(lpleIwnkd apX I iev I Y-1.53-M9-.IBXe%OpsttTlaeInBd e=rclxrfi,,v7dv4vVrplAo.uh,dl=a a4akN1na1nw$Bl5on)N%tW16ed hlme iemndW]Y
hdtaeewaarlodphiESR
CakWatetl abxade indeed load-histedia,kneed bsrcdonm dibea- Iordid.
]dB
sa.IL
to he iWled
ad
HBIda%enk'MdN 9Fc ay ? }y 8$ p { � n
mates) S a- t-
5S5 18 0.4H. -1]26] -]8]4 25 0.666! -115.11
fi35 16 0.6558 -1]9.13 -]6.]4 24 T. -92.08
7m25 16 0.868] -11 11 -]0.R 25 1,WW .7864
]8 18 O.6B- -110.51 -]e.4 21 IJ2W -]16]
8 18 0." -10232 -7S74 N 1.12 98.21
a26 -n6 % O.RR 4GUN..33 -Na.." N 1.664 25.]8
835 18 O8W9 40.99 -76.]4 u 131St -61.58
p. tfi 0.9tfii -8362 -lGW N 1.3]50 2681
12 16 1.f9- 9435 -7674 24 17917 42.83
Table 2L AlloweW OWOn Londe BeeN on Lwatent Feaemm lnN,N ablrp aea110.0rY nkt WiLleand, mxn eapwa0(M1w waq
Chace ne MWb When B 25 inch Mark valves nom Hoped Numoor 214907-10(E).
Ded"deal-WdmmehiWreloetl.F45=-oho' J-24.3 wt
Ef eab"a Gaulary-JpddK m11b elposel 10 madderX Mk ebabaD 1.)_((62&115)%16)11.=0.]]0 MIA
FaAener load=design load%POWvy..=94]XO.rs--85.59 pounds,..Wl be and M Me rot 1.
The ad,.I.a rah Idd.bN W ESR-1539=V.O bllulaen v.1iN k hrBm 1wn Me test Fuhrer bed.
CYalada al.-Sedehnk$md:yabwrbMdet.mMMon"detlby ad end .1the-dNnn bbe dedoolmM
HYJWI.ik WMh £R e " "% E$= ��G II'IF \. AW
6.4
s 16 0.44- -ATSB 95.59 z4 O.Nh'] -7.39 15 _
625 16 O.fi550 -718,0] -E5.59 24 O= 4&]I ,\`
7.M I Ni 0.&6] -88.39 25.59 24 1.WW -85.50 ; �� ••••
-.26V
].5 1B O.fiW -91,05 85 B N LON NO
B 1B O75W -e]AB 58 24 1.1250 -Sa 30 •5 .�•
1B a.me da3l Y.N 24 I1 -58.22 �C
835 16 9s9N a36d 95.59 24 1.3393 49.19 * :5 S�AAAAAII-�
9 1B 0.918] -]156 -65.59 24 1.. 4]ID [ A .•
12 18 1f9- S4.B1 25.88 24 1'7917 -NA' _9�••. FLORIOP.%•• 5`^
_ F ............ I t
`cSSIONAI / /
10
RONALD 1.OGAWAASSOCIATES.INC.
16835 ALOONOUIN STREET 11443
HUNTINGTON BEACH.CA 92619
7144282-2602
7148474595FAX
PROJECT:RIO.255115
JAMES HARDIE BUILDING PRODUCTS,INC.
1-085-512-]313
iWoaalneMeWie,can
UM 2M,Albna4b 0andn Lw65 Based a1 Gaseous'Farterret LwE,Ed siding sell(0,W wand,DFL SOWS,4Wnsn npose611w aYN
f:Ip31IX Rents using R 25 all,dark vends hod Repon Manor 2311-0BC6.
Design load-intimate felon laa0IF06=-185psRJ=85 ps1
Eaed ou mnum,Y=Oplane Mdn emus.w-1.x awd spoogytu)-Q816+.ss1 x I'l44.6.n8 apo.
Fdnmer Ided-des9n Mad Xtents,area=-55.0 X 0.]]8=4278 pea de WC,W M dead title consulates
The adjusbtl nal ltitMevW load MESR-IMM=19.1 bYatta,x,Wind u larprt 0,antln and lmtmer bM.
CaIOINN abMMBe desi n lead elex+bed lntatl antlM1mcincl RarMW Mtledond-on-d-onagan
da
HYtleplvk ones
iadea) 3 Pn a
6.219 a.M4 -efi.zs <ve a limit
s81,1]
6,225 16 n 6 -n.00 <za6 a 21 1.0417 I,XXR 82]6Z1,33].25 18 0.865] -&.1] 82]8
]S 18 O,PB44 81.M 42]6 N 1.0117 41D7
9 18 0.]217 s]A1 <z.]9 21 1.1250 36.62
am -tW +6 BmH 85.x0 42]8 u u17] 62,68
925 16 0.8M9 .66.19 42.18 24 1,3339 5206
9.5 IB 0918) 66.6] 42.10 N 1.3]50 51.11
12 I2 1- I 35.81 .63]8 21 L]91] -77W
-
Table 2N,AlbwagN OWgn Lads Based can Conant Faauner Lead.6d siding Pat(d,08P aMnq.SPF SWde laWsxn xpovad(ass. 0
COeQ to needs undo 8250Th Bank values tram RI Nasser 21494V-10(F).
.-Ed ad=W'mmle udder 1..'05--126pdIJ=360W
ElMive undan,=(Ipb,d won lWosed to wealM x ded WuMV 114)=1(11]1125)x IIWI.=6T19 a6M1
Fastener bed-design Mad X Msuay aea=-56.0 X 0.]]6=4]56 pounds
TM stands oed vesperalbed per EEN-1539=43ab]aslerer,nhuh is m nee vrvelkn and all an LLMd N 6nugvbdon.
CddYIN Wo/®Gk ndanMd=bodes, ad lsawaalMtimd.. o Re. ]atlemddestase®IOYIed
44 e
Ilvdaidalk Aa
wanes Egcs fig`' k
512 1. 0.N44 -%76 4J.17 21 O.ff6l 8150
812 6 00.1152 -8].10 43.00 24 06393 -51.60
7.25 12 0.566] b150 4917 24 1.0.N 43.00
7.1 16 4WM 81.92 43.00 M 1.011] 4128
8 16 0. 0 8]39 49.00 1.1250 1b22
l.fb -tN16 1 a- I 'amff 41.00 -N 1.1881 -7316
1m I 18 .:B 46.36 49.04 1.33Y1 -3216
9. 18 1 0.9167 1 - bot 49.dd 24 1.9 -31.27
12 Ia I.+9H -Mow 49.00 u 1.]91] 44od
OGAWq"''
J
i 1t
STP1E
'-cF�S/pktAQ- I
tt
RONALD 1. G WA ASSOCIATES,INC.
IN35 ALGGNGUIN STREET 5113
HUNTINGTON BEACH,CA 92818
71u92-2902
11F8474695 FAX
PROJECT:RIO255b15
JANES HARME BUILDING PRODUCTS,INC.
14H965{bT3a3
irrmIMlsmrbersin—
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RONALD I.OGAWA ASSOCIATES,INC.
16835 ALGONQUIN STREET W3
HUNTINGTON BEACH,CA 92618
710.282-2802
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!HIES HARDIE BUILDING PRODUCTS,INC.
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RONALD I.CGAWA ASSOCIATES.INC.
16835 ALGONDUIN STREET INN
HUNTINGTON BEACH.CA 926e9
]14282200]
]1489]-4596 FAX
PROJECT:RIP2683-17
JAMES HARDIE
1888-5/1_73p3 BUILDING PflODULTS,ING BIIIIF\FOCAwA
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14
RONALD I.OGAWA ASSOCIATES.INC.
1 M ALGONGUIN STREET IPM
HUNTINGTON BEACH,CA 9X/8
7PHX2-X02 lA 111%6AW.••
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RONALD 1.OGAWA ASSOCIATES.INC.
16835 ALGONQUIN STREET 4N5
HUNTINGTON BEACH,CA 92M
714292-2602
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RONALD I.OGAVYA ASSOCIATES.INC.
16836 ALGONQUIN STREET BM3
HUNTINGTON BEACH,CA 82816
]1F29?2802
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22
RONALDL OGaM ASSOCIATES.INC.
16035 ALGONDUIN STREET 6443
HUNTINGTON BEACH.CA 93649
714-292.2802
714-047-4595 FAX PROJECT1116260}17 I III II...IAAF��i-�
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JAMES HARDIE BUILDING PRODUCTS,INC. GGA mm Wq
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29
RONALD I.OGAMASSOCIATES,INC.
1fi6%ALGONOUIN STREET BH3
HUNTINGTON BEACH,CA 8ffi 9
718-18-2502
718 74595 FAX
PROJECT:RIO%UWS 1/1/
JAMES HARDIE BUILDING PRODUCTS,INC. IL151�\,QGA
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24
RONAL0 I.OOAWAASSOCIATES,INC.
1083MGONpU1N 5TREET043 1/rrrrrrrr��w
HUNTINGTON BEACH,CA 9249 Illpii OGALI
1u-292-zeoz Idl ``\;•• . .Yq ww
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26
RONALD L OWNN AnOCIATES,INC.
16835 ALGGNBUIN STREET A413
HUNTINGTON BEACH.CA 928,19
PROJECT] 'R 6288.9--n \11J'''F\,OG A W4
JAMES HARDIE BUILDING PRODUCTS,INC. \\ � ''-
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16835 ALGONGUIN STREET` M
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16835 ALGONQUIN STREET41N3
HUNTINGTON BEACH,CA 92619
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18035 ALGONQUIN STREET UO
HUNTINGTON BEACH,CA 02818
]1F29Y 602
]1HB]4585 FAX
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RONALD I.OOAVOA ASSOCIATES,INC.
16835 ALGONOUIN STREET 41413
HUNTINGTON BEACH.CA 92UO
74595F
717FAX 14"I I)GAWA-•--
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JAMES HARDIE BUBDING PRODUCTS.INC.
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2.Kmnkd WM pine shed penaeeb,M meed M1aMng etleeat t/41ntl1.
3.Building height mean an—beigbt(in les)of B budding,endid thatervn Waiting be used lrc m.Y angle B lees Man erpuY 1010-(2-12 beat NWO)
A Vs= uNmae design wind weed
5,Vr'nonYnal design vend speed
BUnuimsweed.noi budding
begin p de n)and vim speed le pemlig- Cr, M,801.GCeii(I
7.YMd ogees design enump0en.perAnah4al MMMdin ASCE?-t.Chides, W
30 C Ped l end Pan 3' 1,Nr0.M.GC,—IA 1M60),G iB
6,s umber wM ass9nea epeaei,,ps A42
LIMITATIONS OF USE:
t)Faahner pullout mus'ba evalwmd"Isiinsle a Nesses d wWd aWde oMei Man Met w11iAwW-W.
2)In High Vilest,HunkanaZWes(11"Z)mstel per MumLDede Count,FlceiaB,NW 17-0408.05
17