667 Selva Lakes Cir RES19-0164 Siding RESIDENTIAL PERMIT PERMIT NUMBER
RES19-0164
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD ISSUED: 6/24/2019
ATLANTIC BEACH. FL 32233 EXPIRES: 12/21/2019
• ' i • ' • • 1 • • ' b -,ILDING
i4M161 PLEASE READ
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- b • • WORK:
667 SELVA LAKES CIR RESIDENTIAL ALTERATION SIDING OVER T1-11 $18000.00
RESIDENTIAL
TYPE OF . . BUILDING
• b •
• • GROUP:
172027 5890 SELVA LAKES UNIT 03
COMPANY: bb '
SUPER SIDERS AND TRIM, 65 W. 9th Street Atlantic Beach FL 32233
INC
•WNER: ADDR
BURRES LIVING TRUST 667 SELVA LAKES CIR ATLANTIC BEACH Ft_ 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.
lRoll 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 $145.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $72.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.26
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.18
TOTAL: $222.94
Issued Date: 6/24/2019 1 of 2
i;.rayrl� City of Atlantic Beach APPLICATION NUMBER
�4 Building Department (To be assigned by the Building Department.)
r 800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 Fax(904)247-5845
E-mail: building-dept@coab.us L Date routed:
City web-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: & ELVR L4 k6s -De artment review required Yes No
L-Buildini—?
Applicant: � UPC112 �l {'�S '� �'(v{1 Planning &Zoning
Tree Administrator
Project: �! <`� , Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B n ,
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: [Kpproved. ❑Denied. ❑Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONINGL/-
Reviewed by: Date:
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 05/19/2017
OFFICE COPS`
Building Permit Application Updated 10/9/18
J,
City of Atlantic Beach Building Department "ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
- rr'>' IS REQUIRED.
Phone: (9041), 72�47j-5�8�j26 Email: Building-Dept@coab.us
Job Address: 44'7 �tf4 Vr✓t Lel L�� �it�r Permit Number:
Legal Description `/q—�Y� l — �� t ��b 16 L.L t' � �RE# /726Z 7— U
a'
Valuation of Work(Replacement Cost)$ P9 U(�)O Heated/Cooled SF Non-Heated/Cooled
• Class of Work: ❑New ❑Addition �<eration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door
• Use of existing/proposed structure(s): ❑Commercial �tesidential
• If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No
• Will trees be removed in association with oroDosed ro•ect?❑Yes must submit separate Tree Removal Permit ❑No
Desch In detail the type of ork to be performed: S ��n� D✓Cj— T/-1/� �lG7L r S �e
bet'l
Florida Product A,ppproval# for multiple products use product approval form
Property Owner Information
Name HA k1cavC/u Lf kA /-r C-� Address /�-
city 14 la kjC State L• Zip :K Z Z 3 3 Phone 52/2
-
E-Mail !1 /fi-I
Owner or Agent(If Agent, Power ofi ttorney or Agency Letter Required)
Contractor Information -� _ `—� f/�/
Name of C mpany Lt - el—5�` /C�s a n f/�I A4 Q alifyin �Ajgent uC� �t�'' s
Address 3 L` City 5`Z1 ile tate Zip y Z Z- S 3
Office Phone �1 y` Job Site Contact Number
State Certification/Registration# n SS Z L/ E-Mail ire I-L°Wt'1 AP 5"4 er--5" P/-C
Architect Name&Phone#
--
Engineer's Name&Phone# Z a
Workers Compensation Insurer 2API OR Exempt❑ Expiration Date J O T
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or install o am H
•:. F- !i l
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regi5to z Z F-
construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,Smij a O Q
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requiremeba IDA 0 G
permit,there may be additional restrictions applicable to this property that may be found in the public records of this couZcg Z
there may be additional permits required from other governmental entities such as water management districts,state ag ie
federal
de.
federal agencies.
� _ Z
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance w@i a L cc: UJ
applicable laws regulating construction and zoning. A 0 W W m
U
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT M71%_ WLU 3
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU II1E XU" w
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE uJ W
RECORDING YOUR NOTICE OF COMMENCEMENT.
(Signa a of Owner or Age (Signature of Contractor)
ned and swor`n�to(ora irm, d) befo e day of Sig and swoR�a
efore this -Gy of
b _.� 4 R e r
TONT G!ty)L M'(COMMISSIG 4 .. ign u o wry) natu No
F PIi3FS:October 6,2019
lrnd 7hni Tdotary Public Underwriters
�.Person'allyJZnowrrDR Personally Known OR TONtOIi�OLESPERG
�[rER!
r MY C014M!SSION#FF 924951
[ ]Produced Identification //�^Z,0tel c 2 ��Q 2 [ ]
Produced Identification EXPIRES:October 6,2019
Type of Identification: �� 10 -�JZ_J `t(a'1JC'i pe f Identification: � �,.ee d�; Ij.dP iters
P;er-tni / -:6� gEs111-016 y OFFICE COPY
NOTICE OF COMMENCEMENT
State of ��\� Tax Folio No.
County of Jt,4,VCt-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 is0stated in this NOTICE OF COMMENCEMENT. j
Legal Description of property being improved: `? "-�10 llp "Z 5 Z�L� :2 14A 1-42
0 47 -
Address of property being improved: 6417 QS? &KGs �✓G
General description of improvements: j /) Veit.,f4 el, A Q>J�'ice" �l /l Fjf i 1�4- �
Owner: C1Vlr-Zl Address: � 7 SC la-4
.a ks- cl it
Owner's interes n site oft improvement:
Fee Simple Titleholder(if other than owner):
Name: Q _
Contractor.
Address: C� ��))lGC/�/ g Sr` 7�1�� �- —
Telephone No.: �CJ 7 y��l'-�/� - 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 Lienor's Notice as provided in Section
713.06(2)(b), Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one (1)year from th. o I i Q e date is
specified): TONI 03INDI ESPERGER
MY CW1MISSION#FF 924951
THIS SPACE FOR RECORDER'S USE ONLY OWNER EXPIRES:October 6,2019
� Bonder d�Thru Notary Public Un erwrters
Signed: V (/`+�T+ Date:
Doc#2019124956,OR BK 18808 Page 1162, Before me this C' day of in the Co t of Duv I,State
Number Pages:1 Of Florida,has personally appeare
Recorded 05/30/2019 10:06 AM, Notary Public at Large,State of Flo a,Count al
RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL No commission expLarg es: y
COUNTY
RECORDING $10.00 Personally Known: _or
Produced Identification:
OFFICE COPY
Florida Product Approval
HardiePlank° Lap Siding
• For use inside HVHZ:
HardiePlank Lap Siding fastener types, fastening schedule, and installation
shall be in accordance with the Miami-Dade County Florida NOA 15-
0122.04. Consult the HardiePlank product installation instructions on the
follow pages for all other installation requirements.
• For use outside of HVHZ,
HardiePlank Lap Siding fastener types, fastening schedule, and installation
shall be in accordance with Engineering Evaluation Reports RIO-2553-15
or RIO-2557-15. Consult the HardiePlank product installation instructions
on the follow pages for all other installation requirements.
CLEARANCE AND FLASHING REQUIREMENTS
Figure 3 Figure 4 Figure 5 Figure 6
Roof to Wall Horizontal Flashing Kickout Flashing Slabs. Path. Steps to Siding
w_ Z-Flashing As required
by IRC code
min 4"x 4'
/Min.t
Do not caulk
Min.1'_2"
Figure 7 Figure 8 Figure 9 Figure 10 Figure 11
Deck to Wail Ground to Siding Gutter to Siding Sheltered Area, "AortarlMasonry
L
Z-Flashing -Flashing
Z-FI ing Z_ IE hing
Mi
2" s 1./„
Min.
6" I1"
ti
Min.1/2 in.'/."
Figure 12 Figure 13 Figure 14
Drip Edge Block Penetration Valiey!Shingie Extension.
Recommended it HZ10;
Min. ,�— � �'• :��
caulk
Lj
FASTENER REQUIREMENTS
1 Blend Nailing is the preferred method of installation for HardiePlank'lap siding products.Face naikng stouie only be usee where read red by code for nigh w no
areas and must not be usea it conjunction with Blind nailing(Please see JH Tech bulietir 17 for exemption hien ddng a epa.n Pin-backed comers maybe
done for aesthetic purposes Only.Pin-backs shall be done with finish nails only,and are not a substitute for blind or face nailing.
BLIND NAILING FACE NAILING
Nails-Wood framing Nails-Wood Framing
•S;ouy nail(0.09"shank x 0.221"HD x 2"loog; •6d(0.113"shank x 0.267"HO x 2"Iongj
•11ga.roofing nail(0.1'21"shank x 0.371"HD x 1.25"longi •Siding nail 10.09"shank x 0.221"HD x 2"longi
Screws-Steel Framing Screws-Steel Framing
•Ribbed Wafer-head or egdvalent(No.8 x 1 114"long x 0.375"HD)Screws must •Rhbed Bugle-head or equivalent(No.8-18 x 1-5/8"long x
penetrate 3 threads into metal framing. 0.323"HD)Screws must penetrate 3 threads into metal framing.
Nails-Steel Framing Nails-Steel Framing
•ET&F Paneifast'nails or equivalent(0.10"shark x 0.313"HD x 1-112"long) •ET&F pin or equivalent(0.10"shank x 0.25"HD x 1-12"long)
Nars must penetrate minimum 1/4" nto metal framing. Nails must penetrate minimum 1/4"into metal framing
OSB minimum 7/16" OSB minimum 7/16"
•11 ga.roofing nail(0.121"shank x 0.371"HO x 1.75"long; •Siding nail(0.09"strank x 0.221"HD x 1-1/2"long)-
*Ribbed Wafer-head or egovalent(No.8 x 15/8'long x 0.375"HD). u-
,4 - �.- Figure 15 Figure 16 stud 24-
- L �o.0 max.
..-.
ocrnex
Minimum overlap _A_
for Both Face
and Blind Nailing
1 Nal Line
i
� 314"_1•
min.1 1W
f i
overfap ( ��`' Dace nao
• /
Water Resas�VP, WaIB!-uesrsUVe
7 irb-rr•n Barrer -. Darner
Overlap i - --
Laminate sheet to be removed immediately after installation of each course for ColorPluse products.
HardiePlank M. Lap Sidin JamesHardie
9
N EFFECTIVE SEPTEMBER 2013
Vrs, fir the nrnt r ran 4,',
SELECT CEDARMILL`•SMOOTH•CUSTOM COLONIAL""SMOOTH•CUSTOM COLONIAL-ROUGHSAWN
CUSTOM BEADED CEOARMIW•CUSTOM BEADED SMOOTH•STRAIGHT-EDGE SHINGLE PLANK
IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT INACCORDANCE 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' PRODUCT INSTRUCTIONS.
INSTALLATION OF HZ10S PRODUCTS OUTSIDE AN HZIO`)LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE"
APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-B66-942-7343(866 9HARDIE)
STORAGE& HANDLING: O CUTTING INSTRUCTIONS
Store flat and keep dry and covered prior CAMORS T11MRS
?d irutaliation.Installing siding welt er 1 Pai3tim carttirg Statrdn so taatwrndwdi bp'hdustawey from:se' CutDoty using seas and snaG.a shears(rnaijai.eier.-ut or nnerrmaer.+
saturated may result fn shrinkage at trot' ano ofts ri vaxingarea Pcsiban curing smon in wen-venhiated area
2 Use ore cf the r*v-rtg methods
,o,rts.Gary planks on edge. Protect. a Best. .Score atxf snap
edges and corners from oreatage James +Shears brenrai.eiectrc or trafrrnect -NEVER use a pacer saw ndoors
Hardie is not resporsithle for damage r Bete: i w rear p g circular saw ecl4vo wth a -NEVEH use a cxmiia'sats Haoe that.rows not carry the Harmeiade saw Haiti xadttnatr
caused by improper storage and rardting HatzeWde'save o aoe and rCPA vacuo exaction NEMER d-y sweep-Use wet suppression or HtPA Lacuom
o'the product C.Goon i.Da rerlcm circular sae"a HarrJiv,B ads saw Rade
.�.. ."
rordy use tar inti to inoftaie ata erg
a A
..�� fmpoRartt Nae:rvy raaumm oretecoon t respraHe dug protluetiony.James tame recomirenra aAvays usng-best-kke cuttrg metthotls xtaere Iaasbte
T r MOSH-aptxaved resp alas can fie used in cagrrxmn ram MM CA g pracoas to furte'reduce dust e�cs.res.Ad600nal exposure rnbmtaton:s Milan
4.1 at wwv iameshardie o^to elp you tle�rnrne?ne most afxxdpriae cutting r tetlhOtl to rear pxt requre rents.A cdnce t stY exists about expwxe levels or you
Y do rot ampy wM the above pradiceE,Wu stride aW�s oynAl a"&-d udustnat nygend or contact Jar es Hardie for txtie�xafama[im.
GENERAL REQUIREMENTS:
• HardiePlank lap siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.or directly to minimum 7/16"thick OSB sheathing
See general fastening requirements.Irregularities in framing and sheathing can mirror through the finished application.
• Information on installing James Harrtie products over foam can be located in JH Tech Bulletin 19 at www.iamehardie com
• 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 HardieWrap'Weather Barrier,a non-woven non-perforated housewrap,which complies with building code requirements.
' • When installing James Hardie products a1 clearance details in figs.3-14 must be followed.
• Adjacent finished grade must slope away from the building in accordance with local budding codes-
typicaliy a minimum of 6"in the first 10'. Figure 1 DotMIe Wall S6iglewaN
• Do not use HardiePiank lap siding in fascia or trim applications. construction Cauatrudbn
• Do rot install James Hardie products,such tact they may remain in contact with standing water xarr-ey�t ha,, - z4 `'`may brar;:g
• HardiePlank lap siding may be installed on flat vertical wall applications only. p,i oo3 or
• For larger projects,including commercial and mufti-family projects,where the span of the USesheatho ig
_ .� 1 7.
wall is significant in length,the designer and/or architect should take into consideration the :- >I f
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.JamesHarcie.com.
• DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie"Products.
INSTALLATION: JOWTTREATMENT !
One or more of the followingjoint treatment options figure 2 Nat line(I nal
1 line is not
are required by cone las referenced 2009/RC sad tPresent her R703.3.2) betweer 3,14"
A.Joint Flashing(James Hardie recommended) +r� 8 V trains.apwater-
/
B.Caulking'(Caulking is nor recommended r t3 s.f� of riaaK;
for ColorPlus for aesthetic reasons as the rier edge(1rra k
Caulking and Cdloff is will weather in
In
— I
differently.For the same reason. t�shnqw-
do not caulk nail heads on I
Hadiazone % I �' " aasten2f
ColorPlusproductsi HardePlax,Sding i yi`�,
C.'H' jointer cover rsta f a t t s•efer sr,:to
I nscal pianws n j�,-�' ansa?a c�srster�;:�n•camp
moderate Contact at ham;ants
leave aporoprate ozp between Narks and hi'^.VW cau k...
Note.Field palming over caulairg may produce a sneer difference when canparec to-,v field carred PrimePlus. 'Refer to caulking sector in these irstruc:xxrs.
For additional information on HardieWrap'Weather Banner.consult James Hardie at 1-866-411-lardle or wwne.nardiewrap.ctkn
WARNING:AVOID BREATHING SILICA DUST
James Harde'-rxocucts mntar+respratte crysAmne s ica.wncr:is mown to tie state of Uattornia to muse ca xei and is coascered t7i we are mo9+to ne a caise of carxsr tram some occ oa lona
sauces Breatfhing exmve amounts of respirable s afa cat can also cause,a d:abrng aw p5,,ent ry tatai ting diem-,area shcm;s.and has rj&`;okW w0other daeases. SOmC Sttrfkes Saf�:i
;:rKliirp may raCr eUr�;e nye;. Dufwq instal aynn or handing(ill warm r:outdLa areas with anpte venGtalian:O tse`il)er ceaie•it spears tof cu:lrrg,r.wf sere ex t fa it,use a HdOesade'scvr Nark
and d,!-reducng ucurar saw attached to a NEPA vacuun A}warnushers in the r1i-,euute area w wear a prop"-f ited "tio9+'apofmo arstmask a resprata te.g-.4-96i n xcorda>re wrm apps d1jk,
,rHwnmon rte,„•olim�•v+A rm„fr•h,.>nr...rr��ri rrrthnr f;rnt,:.a•�Fda Nus amo"�c nvm rirnn.,n or.'-KD�v...•. c ro v,a rbv"v•rarturk-•n:w ran,cvxr. Fn.t.r.civ.n,vmoi.rm r.:�.
"j 10
GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING
Fasteners must be corrosion resistant galvanized.or stainless steel. James Hardie products can be hand nailed or,fastened with a oneuxnnatir,too
Eiectro galvanized are acceptable but may exhibit premature corrosion, Pneumatic fastening is highly recommended. Set air oressure so that the
James Hardie recommends the use of quality,hot-dipped galvanized nails. fastener is driven snug%vith the surface of the siding.A flush mount
James iiarche is not responsible for the corrosion resistance of fasteners. attachment on the pneumatc too'is recommended. This wili help comrot the
Stainless steel fasteners are recommended when installing Jaynes Hardie depth the nail is driven.If setting the nail depth proves difficult,choose a
products near the ocean.large bodies of water,or in very humid climates. sett ng that under drives the nail. (Drive under driven rails snug with a
smooth faced hammer-Does not appiy for installation to steel framing)
Manufacturers of ACO and CA preservative-treated wood recommend spacer
mate,ials or older physica barriers to prevent direct contact of ACO or CA /
preservative treated wood and aluminum products.Fasteners used to attach 0
117,1 countersunk.
HardieTnrn Tabs to preservative-treated wood shall be of hot dipped fill&add nail
zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush DO NOT DO NOT
R317 3 or 2009 IBC 2304.9 5 Figure A Figure B under drive nails staple
• Consult applicable product evaluation,or listing for correct fasteners type
and placement to achieve specified design wind loads. PAINTING
• NOTE:Published wind loads may not be applicable to all areas where Local DO NOT use stain.oil/alkyd base paint,or powder coating on James Hardie
Building Codes have specific jurisdiction.Consult James Hardie Technical Products.James Hardie products must be painted within 180 days for primed
Services if you are unsure of applicable compliance documentation product and 90 days for unprimed 100%acrylic topcoats are recommended.
• Drive fasteners perpendicuar to siding and framing Do not pant when wet.For application rates refer to paint marufacturers
• Fastener heads shou:d fit snug against siding Ino a r space) (fig A) specifications.Back-rolling is recommended if the siccing is sprayed.
• Do not over-dnve na i heads or drive nails at an angle.
• if nail s countersunk fi,l nail hole anc ado a na!l.(fig.B; CUT EDGE TREATMENT
• For wood framing,under driven nails should be hit flush to the plank with a Caulk,paint or prime all field cut edges.James Hardie touch-up kits are
hammer{For steel framing.remove ano replace nail). required to touch-up Colonus products.
• NOTE:Whenever a structural member is present.HardiePlank 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 Elastomeric Joint Sealant complying with ASTM C920
not available. Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM
• Do not use aluminum fasteners,staples,or clipped head nails. C834.Caulking/Sealant must be applied in accordance with the
caulking/sealant manufacturer's written instructions.Note:OSI Quad as well
as some other caulking manufacturers do not allow tooling.
COLORPLUS`' TECHNOLOGY CAULKING,TOUCH-UP& LAMINATE
t •Care should be taken wrier handling and cutting James HardieS Cok)rPlusS products.During installation use a wet soft Goth or soft brush to gently wipe off any
residue or construction dust.eft on the product.then rinse with a garden hose.
•Touch up ricks,scrapes and nail heads using the CoiorPius Technology touch-up applicator.Touch-up should be used sparingly
lt large areas require touch-up,replace the damaged area w4h new HardiePiank"lap siding with CoiurPius Technology.
•Laminate sheet must be removed immediately after installation of each course.
•Terminate non factory cut edges into trim where possioae,and caulk.Color matched caulks are available from your ColorPlus: product dealer.
•Treat all other ran-factory cut edges using the CotorPlus Tecnnolagy edge coaters.available from your CoWPlus product dealer.
Note:Jaynes Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie CoWlus products.
Problems with appearance or performance arising from use of thire party touch-up paints or parts used as touch-up that are not James Hard e touch up will not be
covered under the James Hardie ColorPius Limited Finish Warrant/.
PAINTING JAMES HARDIE: SIDING AND TRIM PRODUCTS WITH COLORPLUS`° TECHNOLOGY
When repainting CoiarPlus products,James Hardie recommends the following regarding surface preparation and topcoat application:
•Ensure the surface is clean,dry.and free of arry dust dirt,or mildew
•Repriming is normally rot necessary
•100%acrylic topcoats are recon nrenrted
•DO NOT use stain.oiValkyd base paint.or powder coating on James Hardie-Products.
•Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods.and application temperature
•DO NOT caulk nail heads when using CoiorPlus products,refer to the ColorPius touch-up section
N �o
COVERAGE CHARTtESTIMATING GUIDE
Number of 12'planks,cues not include waste
COVERAGE AREA LESS OPENINGS i HARDIEPLANK"LAP SIDING WIDTH
SQ ( 51r4 61r4 7114 712 8 81,14 9'!4 91;2 12
o So=1o0 5q.fr.) (exposure) 4 5 6 61A 6 33 7 8 81,4 10 14
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 44 43 38 38 28
4 100 80 67 64 59 57 50 50 37
5 '25 100 83 80 74 71 63 63 47
6 150 120 100 96 89 86 75 75 56
7 175 140 117 112 104 100 88 88 65
8 200 160 133 128 119 114 100 1D0 74
9 225 180 150 144 133 129 113 113 84
10 250 200 167 160 148 143 125 125 93
11 275 220 183 176 163 15T 138 138 102
12 300 240 200 192 178 171 150 150 112
13 i 325 260 217 208 193 186 163 163 121
14 350 280 233 224 207 200 175 175 130
15 i375 300 250 240 222 214 188 188 140
16 ' 400 320 267 256 237 229 200 200 149
1T 425 340 283 272 252 243 213 213 158
18 450 360 300 288 267 257 225 225 167
19 475 380 317 304 281 271 238 238 1T7
20 500 400 333 320 296 286 250 250 186
This coverage chart is meant as a guide.Actual usage s subject to variables such as building design James Hardie does not assume esponsibilitj
for over or under ordering of product.
1 tECDGNiTIOrt in as«darce mh ICGES Evaluaoon Boort ESR 2294 HaN ePYanY�lac s h g s recognzed as n s reCie a temate to that spea`ed rt d e M2009420121r1er:auonai Res denmt Code for One-
and,wo.Fwwy Dwellings.and the2006 2,309.d 20121nlemabona 64dingCode..HardeP'ank W sdwv is*so rewzedf«applca7m+n tlxfolonrng:City of LDsArkeks Research Report No.248E2 State of
Florida listing FLp889.Dade county Fklnda NOA No.02.0729 02,U.3 Dept of HUD Materials Release 1263c,Texas Decarlment of Inwrance Prodxt Evakubor,EC-23.City o`New Yak MEA 223-93x.1.aid California
DSA PA-019 These oowments shwld also be eked foradmonal mkymakon crndemrg the wAah"of this cmcwt for specific aWkdaeas
Z 2013 James Hard*BwWM Prodrs.AN n"reserved Additional Installation Information,
TM SM and'Z denote trademarks or regrste'ec 4ademarks of
James Hardie Technology Lmled. ".hsa reg,stered trademark Warranties.and Warnings are available at
or James"acre Teo-ndogy Lamed. www.jameshardie.com JamesHardle
Panedwt is a registwed aademI*of ET&F Faltering Syskrs.Inc '
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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 16, 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
HUNTINGTON BEACH, CA 92649
G
714-292-2602
' W
714-908-1815 FAX +,` �••A
1
412 * :
y STAN OF
�F•. FtOR��P'' ���J��',
RONALD I.OGAWA ASSOCIATES,INC.
5801 WARNER AVENUE,#376
HUNTINGTON BEACH,CA 92649
714.292-2602
714.908-1815 FAX
PROJECT:RIO-2297.11
JAMES HARDIE BUILDING PRODUCTS,INC.
1-888-542-7343
lnfo@jarneshardie.com
EVALUATION SUBJECT
HardiePanel Siding
i
James Hardie Product Trade Names covered in this evaluation:
HardiePane4J Siding.CempaneM Siding,Prevail""Panel Siding
EVALUATION SCOPE:
ASCE 7-10
2010 Florida Building Code
2012 International Building Cod OD
EVALUATION PURPOSE:
This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardlePanel(Cempanel,Prevail Panel)siding fastened to wood or metal framing
with nails or screws.
REFERENCE REPORTS:
1,Intertek Report 3067913(ASTM C1186)Material properties HardiePanel Siding
2.Ramlech Laboratories Report IC-1270-94(ASTM E330)Transverse Load Test,5/16'Thick by 48 inch wide HardlePanel Siding Installed on 2X4 Hem-Fir wood studs spaced al 16 inches on
center with a 6d common galvanized nail
3.Ramtech Laboratories Report IC-1271-94(ASTM E330)Transverse Load Test,5/16"Thick by 48 inch wide HardiePanel Siding in sla!led on 2X4 Hem-Fir wood studs spaced at 24 inches on
center with a 6d common galvanized nail
4.Ramtech Laboratories,Inc.Report 10868-97/1475(ASTM E330)Transverse Load Test,5/16"Thick by 48 inch wide HardiePanel Siding Installed on 2X4 Group 111 SG=0.36 wood studs
spaced at 16 inches on center with a 4d,0.091 inch shank by 0.225 inch head diameter by 1.5 inch tong ring shank nail
S.Ramtech Laboratories,Report IC-1054-89(ASTM E330)Transverse Load Test,1/4"Thick by 48 inch wide HardiePanel Siding installed on 20gaugo Metal studs spaced at 16 inches on
center with a No 8 X 1 in.long X 0.323 in head diameter ribbed bugle head screw
6.Ramtech Laboratories,Report IC-1055-89(ASTM E330)Transverse Load Test,1/4"Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on
center with a No 8 X 1 in.long X 0.323 in head diameter ribbed bugle head screw
7.Ramlech Laboratories,Report 11149-9811554d(ASTM E330)Transverse Load Test,1/4"Thick by 46 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24
inches on center with a ET&F 0.100 In.knurled shank X 1.5 In.long X 0.25 in.head diameter pin fastener
8.Ramtech Laboratories Report IC-1273-94(ASTM E72)Racking Shear Test,5/16"Thick by 4B inch wide HardiePanel Siding installed on 2X4 Hern-Fir wood studs spaced at 16 inches on
center with a 6d common galvanized nail
9.Ramtech Laboratories Report IC-1274-94(ASTM E72)Racking Shear Test,5/16'Thick by 46 Inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 24 inches on
center with a 6d common galvanized nail
10.Ramtech Laboratories,Inc.Report 10868-9711475(ASTM E72)Racking Shear Test,5118"Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs
spaced at 16 inches on center with a 4d,0.091 inch shank by 0.225 inch head diameter by 1.5 Inch long ring shank nail
11.Ramtech Laboralorles Report IC-1057-89(ASTM E72)Racking Shear Test,5/16"Thick by 48 inch wide HardlePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 and 24
inches on center with a No 8 X 1 in.long X 0.323 in head diameter ribbed bugle head screw
12.Ramtech Laboratories Report 11284-99/1580(ASTM E72)Racking Shear Test,5/16"Thick by 46 Inch wide HardlePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 16 and 24
Inches on center with a ET&F 0.100 in.knurled shank X 1.5 in.long X 0.25 in.head diameter pin fastener
GAWA '=_
FL O N
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@jan)eshardie.com
TEST RESULTS:
Table la,Results of Transverse Load Testing
Fastener Spacing I
(in.)
Allowable li
Frame Ultimate Design
Thickness Width Spacing Perimeter Field Load Load'
Report Number Test Agency (in.) (in.) Frame Type (in.) Supports Supports Fastener Tye (PSF) (PSF)
IC-1270-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 16 6 6 6d common -149 -49.7
IC-1270-94 Ramtech 0.3125 46 2X4 wood Hem-Fir 16 4 4 6d common -236 -76.7
IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 24 6 6 6d common -94 -31.3
IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 24 4 4 6d common -143 -47.7
10868-97/1475 Ramlech 0.3125 48 2X4 wood,SG t 0.36 16 4 8 4d,0.091 in.shank X 0.225 in. -90 -30.0
HD X 1.5 in.long ring shank nail
Min.No.20 gauge X 3.625 in.X Min.No 8 X 1 in.long X 0,323 in
IC-1054-89 Ramtech 0.25 48 1,375 in metal stud 18 6 6 head diameter ribbed bugle head -169.9 -56.6
screw
Min.No.20 gauge X 3.625 in.X Min.No 8 X 1 in.long X 0.323 In
IC-1055-89 Ramtech 0.25 48 1.375 in metal stud 24 6 6 head diameter ribbed bugle head -91.9 -30.6
screw
ET&F 0.100 in.knurled shank X j
11149-98l1554d Ramtech 0.3125 qg Min.No. gauge X 3.625 in.X 24 4 8 1.5 In.long X 0.25 in.head -170 -56.7 j
1.377 5 in metal stud diameter pin fastener {
MinNo.20 gauge X 3.625 in.X ET&F 0.100 in.knuried shank X
. )
11 149,9811554d Ramlech 0.3125 48 1.375 in metal stud 16 4 8 1.5 in.long X 0.25 in.head -101 -33.7 l
diameter pin fastener
1.Allowable Load is the Ultimate Load divided by a Factor of safely of 3.
2.HardiePanel Siding complies with ASTM C1186,Standard Specification for Grade 11,Type A Non-asbestos Fiber-Cement Flat Sheets.
Table 1b,Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls '•r
Fastener Spacing
(in.)
Frame Ultimate Allowable
Thickness Width Spacing Perimeter I Field Load Load'
Report Number Test Agency (in.) (in.) Frame Tye (in.) Supports Supports Fastener Type (plf) (pl
IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 16 6 6 6d common 603.8 201.3
IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 16 4 4 6d common 698.8 232.9
IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 24 6 6 6d common 460.0 153.3
IC-1274-94 Ramlech 0.3125 48 2X4 wood Hem-Fir 24 4 4 6d common 637.5 212.5
n.
10868-9711475 Ramlech 0.3125 48 2X4 wood,SG z HDD 0.36 16 4 8 0.091 in.shank X 0.225 na 595.4 198.5
X 1.5 in.long ring shank nail
Min.No.20 gauge X 3.625 in.X Min.No 8 X 1 in.long X 0.323 in
IC-1057-89 Ramlech 0.25 F48
1.375 in metal stud 16&24 6 6 head diameter ribbed bugle head 990.0 123.8 !
screw
Min.No.20 gauge X 3.625 in.X
ET&F 0.100 in.knurled shank X
11284-9911580 Ramlech 0.3125 1.375 in metal stud 16 4 6 1.5 in.long X 0.25 in,head 1227.0 1534
diameter pin fastener
ET&F 0.100 In.knurled shank X
Min.No.20 gauge X 3.625 in.X 1
11 28 4-9911 580 Ramtech 0.3125 48 1.375 in metal stud 24 4 8 1.5 in.long X 0.25 in.head 1060.0 132.5
diameter pin fastener 111
1.All board edges shall be supported by framing.Panels shall be applied with the long dimension either parallel or perpendicular to studs.
2.The maximum height-lodength ratio for construction In this Table is 2:1. t
3.in the steel framed assemblies the allowable load is based on the average load at 118 inch net deflection.
i
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SS�ONA1- ik4
RONALD I,OGAWA ASSOCIATES,INC.
5801 WARNER AVENUE,11376
HUNTINGTON BEACH,CA 92649
714-292-2602
714-908-1815 FAX
PROJECT:RIO-2297-11
JAMES HARDIE BUILDING PRODUCTS,INC.
1-888-542-7343
info@jameshardie.com
DESIGN WIND LOAD PROCEDURES:
Fiber-cement siding transverse load capacity(wind load capacity)Is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable
design load is determined based on a factor of safety of 3 applied to the ultimate test load.
Since the allowable design load is based on factor of safety of 3,allowable design loads on fiber-cement siding correlate directly to required design pressures for Allowable Stress Design,and
therefore should be used with combination loading equations for Allowable Stress Design(ASD).
By using the combination loading equations for Allowable Stress Design(ASD).the tested allowable design loads for fiber-cement siding are aligned with the wind speed requirements in ASCE 7-
10 Figure 26.5.1A Figure 26.5-IB,and Figure 26.5-1G '
For this analysis,to calculate the pressures in Tables 3,4,and 5,the load combination will be In accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stress design.
load combination 7. Load combination 7 uses a load factor of 0.6 applied to the vend velocity pressure.
Equation 1, q,=0.00256'K,*K,;Kd'V' (ref ASCE 7-10 equation 30.3-1)
q, velocity pressure at height z
K,,velocity pressure exposure coefficient evaluated at height z
K„.topographic factor
Kd ,wind directionality factor
V basic wind speed(3-second gust MPH)as determined from(2012 IBC,2010 FBCI Figures 1609A,B,or C:ASCE 7-10 Figures 26.5-1A,B,or C
Equation 2,
V=V,,, (ref 2012/8C&2010 FBC Section 1602.1 definitions)
VLL,,ultimate design wind speeds(3-second gust MPH)determined from(2012 IBC,2010 FBC]Figures 16WA,B.or C;ASCE 7-10 Figures 26.5-1 A.
8,or C
Equation 3, p-q,'(GCPGCP) (ref.ASCE 7-10 equation 30.6-1)
GCP,product of external pressure coefficient and gust-effect factor
GCP product of Internal pressure coefficient and gust-effect factor
p design pressure(PSF)for siding(allowable desgn load for siding)
To detemtine design pressure,substitute q,into Equation 3,
Equation 4, p=0.00256'K,'K,;Kd'V,;,''(GCp GCP)
Allowable Stress Design,ASCE 7-10 Section 2.4.1,load combination 7
Equation 5, 0.6D+0.6W (ref ASCE 7-10 section 2.4.1,load combination 7)
D ,dead load
W,wind load
To determine the Allowable Stress Design Pressure,apply the load factorforW(wind)from Equation 4 to to(design pressure)determined from equation 4
Equation 6, p„d=a 6'(0
Equation 7, p„d=0.6'(0.00256'K;K,;Kd'V,/,''(GCPGCP)I
Equation 7 is used to populate Table 3,4,and 5.
To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6,solve Equation 7 for
Equation 8, VL11- 6'0.00256'K,'K,; GCP GCP))o5
Applicable to methods specified in Exceptions 1 through 3 of(20121BC,2010 FBC)Section 1609.1.1,to determine the allowable nominal design wind speed(V „d)for Hardie Siding in Table 6,
apply the conversion formula below,
Equation 9, V„d=Vat'(0-6),5 (ref.2012 IBC&2010 FBC Section 1609.3.1)
V„d,Nominal design wind speed(3-second gust mph) (ref 20121BC&2010 FBC Section'`02.11//
Table 2,Coefficients and Constants used In Determining V and p,
K, Wall Zone \`�)
Height(9) Exp B Exp C Exp D K„ Kd GC GCPi '\\ - '•,.
0-15 0.7 0.85 1.03 h560 1 0,65 -1.4 0.18 X !
20 0.7 0.9 1.08 1 0.85 -1.4 0.18
25 0.7 0.94 1.12 1 085 -1.4 0.18 T
i
30 0.7 0.98 1.16 1 0.85 -1.4 0.18 ( * CC
0.73 1.01 1.19 1 0.85 -1.4 0.18 '( \
40 0.76 1.04 1.22 1 0.65 -1.4 6.18 SAY �F �\:
45 0.785 1.065 1.245 1 0.85 -1.4 0.18
50 0.81 1.09 1.27 1 0.85 -1.4 0.18 , fiLOR��••• � 4�
55 0.83 1.11 1.29 1 0.85 -1.4 0.18 >?f•''••....... {,
60 0.851.13 1.31 1 0.85 -1.4 0.18
100 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 lJ,`4 Jv11�1 1
`riiufff//11/ i
RONALD I.OGAWA ASSOCIATES,INC.
5801 WARNER AVENUE,31376
HUNTINGTON BEACH,CA 92649
714-292-2602
714-908-1815 FAX
PROJECT:RIO-2297-11
JAMES HARDIE BUILDING PRODUCTS,INC,
1-888-542-7343
in fo@jarneshardie.corn
Table 3,Allowable Stress Design-Component and Cladding(C&C)Pressures (PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category B,
Wind Speed(3-secondgust) 100 105 110 115 120 130 1 140 150 160 170 180 190 200 210
Height(ft) B B B B B B B B B B B B B B
0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7
20 -14.4 -159 -17.5 -191 -20.8 -24.4 -28.3 -32.5 -37.o -41.7 -46.8 -52.1 -57.8 -63.7
25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57,8 -63.7-
30 -14.4 -15.9 -17,5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7
35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4
40 -15.7 -173 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56-6 -62.7 -69.1
45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 f -36,4 41.5 -46.8 -52.5 -58.5 -64.8 -71.4
50 -16.7 -18.4 :20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7
55 -17.1 -189 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5
_25
100 -25.6 -28.2 - 1.0 -33.8 -36.9 -433 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9
Table 4,Allowable Stress Design-Component and Cladding(C&C)Pressures (PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category C,
Vdnd Speed(3-second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210
Height((I) C C C C C C C C C C C C C C
0.15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3
20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 .36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9
25 -19.4 -214 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5
30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2
35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9
40 -21.5 -23.7 -26-0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -65.8 -94.6
45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 -43.1 -49.4 -56.2 -635 -71.2 -79.3 -87.9 -96-9
50 -22.5 -24.8 1 -27.2 -29.7 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 -89.9 -99.2
55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51.5 -58.6 -66.2 74.2 -82.7 -91.8 -1010
60 -2TT _25
_25
_11
100 -32.6 -35.9 1 -39.4 -43.1 -46.9 -55.0 -637- 73.3 -83.4 -94.1 -105.5 -117.61-13031-1416_
Table 5,Allowable Stress Design-Component and Cladding(C&C)Pressures (PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category D,
NFnd Speed(3-secondgust) 100 105 110 1 115 120 130 140 150 160 170 180 190 200 210
Height(ft) D D D D D D D D D D D D D D
0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -76.7 1 -85.0 -93.7
20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 -50.1 -57.0 -64,4 -72.2 -80.4 -89.1 -98.2
25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9
30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 -105.5
35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -1 D8.3
40 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0
45 -25.7 -28.3 .31.1 -34.0 -37,0 -43,4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3
50 -26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84 9 -94.6 -104.8 -1155
55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4
100 -37.0 -40.8 -44.7 -48.9 -53.2 -62,5 -72.5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -163.0
Tables 3,4,and 5 are based on ASCE 7-10 and consistent with the 2012 IBC,2012 IRC and the 2010 Florida Building Code
�� • 5 .
RONALD I.OGAWA ASSOCIATES,INC.
5801 WARNER AVENUE,#376
HUNTINGTON BEACH,CA 92649
714-292-2602
714-908-1815 FAX
PROJECT:RIO-2297-11
JAMES HARDIE BUILDING PRODUCTS,INC.
1-888-542-7343
Info@jameshardie.com
Table 6,Allowable Wind Speed(mph)for HardlePanel Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)
2012/813,2010 F8C 2012 1813,2010 F8C
Allowable,Uitimale Allowable,Nominal
Design Wind,Speed, Design Wind,Speed,
56
VWt Vase
(3-second gust mph) (3-second gust mph)
Applicable to methods Applicable to methods
specified F in j Sect IBC' specified in Exceptions 1
2010 Fs d Section through 3 of 12012 IBC.
.609.1.1.as determined b
12012 IBC,2010 FBC] 2010 FBG]Section
Figure 1609A,B,or C. 1609.1.1.
9� Coefficients used in Table 6 calculations for V„
Wind exposure calegory Wind exposure category Siding K,
Product Stud Building Allowable
Width Fastener Fastener Frame
Product Thickness J r ���
(inches) Type Spacing Type Spacing H(fee1J B C D B C D Load
(inches) (inches) (PSF) Exp B Exp C Exp D K„ K, I GC,I GC,
0-15 186 168 153 144 130 1 118 -49.7 0.7 0.85 103 hs60 1 0.85 .1.410.181
_ 20 186 164 149 144 127 116 49.7 0.7 0.9 1.08 1 0.85 -14 0.18
25 186 160 147 144 124 114 -49.7 0.7 0.94 1.12 1 0.85 -141 0.18
30 188 157 144 144 121 112 -49.7 0.7 0.98 1 1.16 1 0.85 -1.4 0.18
2X4 182 154 142 141 120 110 49.7 0.73 1.01 1.19 ? 0.85 -14 0.18
Hafdi@Panel:rs' 5116 48 6 wood 16 40 178 152 141 138 118 109 -097 0.76 1.04 1.22 1 0.85 -1A 0.18
common Hem-Fir 45 175 150 139 136 117 108 -49.7 0.785 1.065 1.245 1 0.65 -1.4 0.18
172 149 138 134 115 107 -49.7 0.81 1.09 1.27 1 0.85 -1.4 0.18
55 170 147 137 132 114 106 .49.7 0.63 1.11 1.29 1 0.65 -1.4 0.18
60 168 146 136 130 113 105 -49.7 0.85 1.13 1.31 1 0.85 -1 41 0.18
100F2290
124 116 108 96 90 -49.7 0.99 1.26 143 h160 1 0.85 -1.8 0.18
0-15 212 192 181 164 149 -78.7 0.7 0.85 1.03 h_s60 1 0.85 -1.4 018
20 206 188 161 159 146 -78.7 0.7 0.9 1.08 1 0.85 -14 0.18
25 201 185 181 156 143 -78.7 0.7 0.94 1.12 1 0.85 -1.4 0.18
30 197 161 181 153 140 -78.7 0.7 0.98 116 1 0.85 -1.4 0.18
2X4 35 194 179 177 151 139 -78.7 0.73 1.01 1.19 1 0.85 -1.4 0.18
HardiePaneMh1 5116 48 6d 4 wood 16 40 192 177 174 148 137 -78.7 0.76 1.04 1.22 1 0.85 -1.4 0.18
common Hem-Fir
45 189 175 171 147 136 -78.7 0.765 1.065 1.245 1 0.85 -1A 0.18
50 217 187 173 168 145 134 -78.7 0.81 1.D9 1.27 1 0.85 -1.4 0.18
55 214 185 172 166 144 133 -78.7 0.83 1.11 1.29 1 0.85 -1.4 018
60 212 184 171 164 142 132 -78.7 0.85 1.13 1.31 1 0.85 -1.4 0.18
100 175 155 146 136 120 113 -78.7 0.99 1.26 1.43 jh160 1 0.85 -1.8 0.18
_ 0-15 147 134 121 114 103 94 -31.3 0.7 0.85 1.03 h<60 1 0.85 -1.4 0.18
20 147 130 119 114 101 92 -31.3 0.7 0.9 1.08 1 0.85 -1.4 0.18
25 147 127 116 114 98 90 -31.3 0.7 0.94 1.12 1 0.85 -1.4 078-
-_30 147 124 114 114 96 89 -31.3 0.7 0.98 1.16 1 0.85 -1.4 0.18
2X4 3 • 144 123 113 112 95 87 -31.3 0.73 1.01 1.19 1 085 -1.4 0.18
HerdiePanel® 5/16 48 Bd 6 wood 24 40 141 121 112 109 94 86 -31.3 0.76 1.04 122 1 0.85 -14 011,common Hem-Fir
45 139 119 110 108 92 86 -31.3 0.785 1.065 1.245 1 0.85 -14 0.18
50 137 118 109 106 91 85 -31 3 0.81 1.09 1.27 1 085 -1.4 0.18
55 135 117 108 105 91 84 -31.3 0.83 1.11 1.29 1 0.85 -1.4 0.18
60 134 116 108 103 90 83 -31.3 0.135 1.13 1.31 1 0.85 -1.4 0.18
100 111 98 92 86 76 71 -31.3 0.99 1.26 143 4160 1 0.85 -1.8 0.18
0-15 182 165 150 141 128 116 .47.7 0.7 085 1.03 hs130 1 0.85 -14 0.18
20 182 160 146 141 124 113 -47.7 0.7 09 1.08 1 0.85 -1.4 0.18
25 182 157 144 141 121 111 47.7 0.7 0.94 1.12 1 0.85 -1.41 0.18
30 1 182 1 154 141 141 119 109 -47.7 0.7 0.98 1.16 1 0.85 -1,41 0.18
2X4 35 178 151 139 138 117 108 .477 0.73 1.01 1.19 1 0.65 -1.4 016
HerdiePanelL>4 5/16 48 6d 4 wood 24 40 174 149 138 135 116 107 -477 0.76 1.04 1.22 0.85 -1.4 018
common Hem Fir
45 172 147 136 133 114 106 47.7 0.785 1.065 1.245 1 0.85 -1.4 0.18
50 159 146 135 131 113 105 47.7 0.81 1.09 1.27 1 0.85 -1.4 0.18
55 167 144 134 129 112 104 -47.7 0.83 1.11 129 1 0.85 -14 0.18
60 165 143 133 128 111 103 -47.7 0.85 / 1 0.85 -1,41 0.18
100 137 121 114 106 94 89 -47.7 0. 6 n,> 0.85 -1 81 D.18
Ill,
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RONALD I.OGAWA ASSOCIATES,INC.
5801 WARNER AVENUE,#376
HUNTINGTON BEACH.,CA 92649
714-292-2602
714-908-1815 FAX
PROJECTRIO-2297-11
JAMES HARDIE BUILDING PRODUCTS,INC.
1-888-542-7343
info@jameshardie.com
2012 IBC,2010 FBC 2012 IBC,2010 FBC
Allowable,Ultimate Allowable,Nominal
Design Wind,Speed, Design Wind,Speed,
v.' V..'t
(3-second gust mph) (3-second gust mph)
Applicable to methods Applicable to methods
specified in[2012 IBC, specified in Exceptions 1
2010 F9C]Section through 3 of[2012 IBC.
1609.1.1.as determined b
(201218C.2010 FBCj 2010 FBC)Section
Figures 1609A,6,or C. 1609.1.1. Coefficients used In Table 6 calculations for V.
Wind exposure category Wind exposure category Siding K,
Product Stud Building Allowable
Width Fastener Fastener Frame
Product Thickness Spacing Height'' 8 C D B C D Design
(orches) (inches) Type Spacing Type (inches) Load
) (feet) (PSP) Ezp B Exp G Exp D K„ I(d GC, GC,
0-15 144 131 119 112 101 1 92 -30.0 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18
20 144 127 116 112 98 I 90 -30.0 0.7 09 1.08 1 0.85 -1.4 0.18
4d,0.091 25 144 124 114 112 W 88 -30.0 0.7 0.94 1.12 1 O.e5 -1.4 0.18
in.shank X 30 144 122 112 112 94 87 -30.0 0 7 0.98 1.15 1 0.85 -1.4 0.18
0.225 in. 4 edge 2X4 35 141 120 111 109 93 B6 -30.0 0.73 1.01 1.19 1 0.85 -1.4 0.18
Hardie PaneM 5/16 48 HD X 1.5 8 field
16 40 138 118 109 107 92 85 -30.0 0.76 104 1.22 1 0.85 -14 0.18
in.long ring SG20.36 45 136 117 108 105 91 84 -30.0 0.785 1.065 1.245 1 0.85 -1.4 018
shank nail 50 134 116 107 104 89 83 -300 0.81 1.09 127 1 0.85 -1.4 0.18
55 132 114 106 103 89 82 -30.0 0.83 1.11 129 1 0.85 -1.4 018
60 131 113 105 101 88 82 -30.0 0.85 1.13 1.31 1 0.85 -1.4 0.18
100 108 96 90 84 74 70 -30,0 0.99 1.26 1.43 h>50 1 0.85 -1.8 0.18
0-15 198 180 163 153 139 126 -56.6 0.1 0.85 1.03 hs60 1 0.85 -1.4 0.18
Min.No 8 X 20 198 175 159 153 135 123 -56.6 0.7 0.9 1.08 1 0.65 -1.4 0.18
1 In.long X Min.No. 25 198 171 157 153 132 121 -56.6 0.7 0.94 1.12 1 0.85 -1.4 0.18
0.323 in 20 gauge 30 198 167 154 153 130 119 -56.6 0.7 0.98 1.16 1 0.65 -1.4 0.18
head X 3.625 35 194 165 152 150 128 118 -56.6 0.73 101 1.19 1 0.85 -1.4 0.18
Hardie Pane[V 114 48 diameter 6 in.X 16 40 190 162 150 147 126 116 -566 0.76 1.04 1.22 1 0.85 -1.4 0.16
ribbed 1.375 in 45 187 161 148 145 124 115 -56.6 0.785 1.065 1.245 1 085 -IA 0.18
bugle head metal 50 184 159 147 143 123 114 -566 0.81 109 1.27 1 0.85 -1.4 0.18
stud 55 182 157 146 141 122 113 -58 6 0.03 1.11 1.29 1 0851-1.4 0.18
screw' i
60 180 156 145 139 121 112 -566 065 1.13 1.31 1 0.85 -14 0.18 l
100 149 132 124 115 102 96 -56.6 099 126 1.43 h>60 1 0.85 -1 8 0.18 I
0-15 146 132 120 113 102 93 -30.6 07 0.85 1.03 hs60 1 085 -1.4 0.18
Min.No 8 X 20 146 128 117 113 99 91 -30.6 07 0.9 1.08 1 0.85 -1.4 0.18
1 in.long X Min.No. 25 146 126 115 113 97 89 -30.6 0.7 0.94 1.12 1 0.85 -1.4 0.18
0.323 in 20 gauge 30 146 123 113 113 95 88 -30.6 07 0.98 1.16 1 0.85 -141 0.18
head X3.625 35 143 121 112 110 94 86 -30.6 073 1.01 1.19 1 0.85 -1.4 0.18
HardlePaneKID 114 48 diameter 6 in.X 24 40 140 119 110 108 93 85 -30.6 0.76 1.04 1.22 1 0.85 -IA 0.18
ribbed 1.375 in 45 137 118 109 106 91 85 30.6 C.795 1.065 1.245 1 0.85 -14 0.18
bugle head metal 50 135 117 108 105 90 84 30.6 0.01 1.09 1 27 1 0.85 -1.4 0.18
screw' stud 55 134 116 107 104 90 83 -306 0.83 1.11 129 1 0.85 -1.4 0.18
60 132 115 106 102 89 82 -306 0.85 1.13 1.31 1 0.85 -1.4 0.18
100 109 97 91 65 75 70 -30.6 099 1.26 143 h>60 1 0.85 -1.8 0.18
ETBF 0-15 198 180 163 153 139 127 -56.7 0.7 0.85 1.03 h<_60 1 085 -1.4 0.18
0.100 In. 20 198 175 160 153 135 124 -56.7 07 0.9 1.08 1 0.85 -1.4 0.18
knuded Min.No. 25 198 171 157 153 132 121 -56.7 0.7 0.94 1.12 1 0.85 -1.4 0.18
shank X 20 gauge 30 198 167 154 153 130 119 -56.7 0.7 098 1.16 1 0.85 -1.4 0.18
1.5 in.long 4 edge X 3.625 35 194 165 152 150 128 118 -567 0.73 1.01 1.19 1 0.85 -1.4 0.18
HardiePanel® 5/16 48 X 0.25 in. 8 field in.X 16 40 190 163 150 147 126 116 -56.7 076 1.04 1.22 i 0.85 -1.4 0.18
head 1.375 in 45 187 161 149 145 124 115 -56.7 0.785 1.065 1.245 1 0.85 -1.4 0.18
diameter metal 50 184 159 147 143 123 114 -56.7 0.81 1.09 1.27 1 0.85 -1.4 0.18
pin stud 55 182 157 148 141 122 113 -56.7 0.83 1.11 1.29 1 0.85 -1.4 0.10
fastener' 60 180 156 145 139 121 112 -56.7 085 5.13 1.35 1 0.85 -1.4 0.16
100 149 132 124 115 107 96 -56.7 0.99 1.26 1.43 fh1150 1 0.85 -1.a 0.18
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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.
1-868-542-7343
info@jameshardie com
2012 IBC,20 to F8C 201218C,2010 FBC
Allowable,Ultimate Allowable,Nominal
Design Wind,Speed, Design Wind,Speed,
V„xx. V_,s
.w
(3-second gust mph) (3-second gust mph)
Applicable to methods
specified in 12012 IBCApplicable l0 methods
, i
2010 FBCj Section specified in Exceptions 1
1609.1.1,as determined b enough 3 of(2012 IBC.
12012 IBC,2010 FBC] 2010 FBC]Section
Figures 1609A,B,or C 1609.1.1.
Coefficients used In Table 6 calculations for v;,
V nd ex osure category Wind exposure category Siding K,
Product Nhdth Fastener Fastener Frame Stud Building Allowable
Product Thickness Spacing Height" B C D B C D Design
inches (inches) Type Spacing Type load
(inches) (inches) (feel) (PSF) Exp 8 Exp C Exp D K„ K, GC, GC,,
ETBF 0-15 153 139 126 118 107 98 -33.7 0.7 085 1.03 hs60 1 0.85 -1.41 0.18
0.100 in. 20 153 135 123 118 104 95 -33.7 0.7 0.9 1.08 1 0.85 -1.4 0.18
knurled Min,No. 25 153 132 121 118 102 94 -33.7 07 0.94 1.12 1 0.85 -1.4 0.18
shank X 20 gauge 30 153 129 119 118 100 92 -33.7 07 0.98 1.16 1 0.85 -1.4 0.18
1.5 in.long 4 edge X 3.625 35 150 127 117 116 99 91 33,7 0.73 1.01 1.19 1 0.85 -1.4 018
HardiePaneM 5116 48 X 0.25 in. 8 field in.X 24 40 147 125 116 114 97 90 -33.7 0.76 1.04 1 22 1 0.85 -1.4 0.18
head 1.375 in 45 144 124 115 112 96 89 -33.7 0.785 1.065 1.245 1 0.85 -1.4 0.16
diameter `natal 50 142 122 113 110 95 88 -337 081 1.09 1.27 M0,85 -1
0.18
pin stud 55 140 1121 113 109 94 87 -33.7 0.63 1.11 1.29 0.18
fastener' 60 139 120 112 107 93 87 -33.7 0.85 1.13 1.31 0.18
100 115 102 95 89 79 74 -33.7 0.99 1.26 1.43 h>60 0.18
1.Screws shall penetrate the metal framing at least three full threads.
2.Knurled shank pins shall penetrate the metal framing at least 1/4 inch.
3.Building height=mean roof height(in feet)of a building,except that eave height shall be used for roof angle 0 less than or equal to 10°(2-12 roof slope).
4.V,,,=the ultimate design wind speed(3 second gust mph)as determined by 12012 IBC,2010 FBC]Figures 1609A,1609B,or 1609C;ASCE 7-10 Figures 26.5-11A.26.5-18,or 26.5-1C.
5.V,,,=the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of[2012 IBC,2010 FBC]Section 1609.1.1.
6.The wind speeds in 12012 IBC,2010 FBC]Figures 1609A,16098 and 1609C are ultimate design wind speeds,V,�.and shall be converted in accordance with (2012 IBC,2010 FBC]Section 1609.3.1 to
nominal design wind speeds,V,when the provisions of the standards referenced in 12012 IBC,2010 FBC]Section 1609.1.1.Exceptions 1 through 3 are used.
7.Linear interpolation of building height and wind speed is permitted.
8.Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3 Kr,=1,K,=0.85,GC,=-1 4(hs60),GCp-1.8(h>60),GC„=0.18.
LIMITATIONS OF USE:
1)Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested.
2)In High Velocity Hurricane Zones(HVHZ)install per Miami-Dade County Florida,NOA 07-0418.04.
111111146""o
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fit`ipGAWq
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Y J J
CITY OF ATLANTIC BEACHBUILDING
J
:00 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
CERTIFICATE OF COMPLETION
RES19-0164
RESIDENTIAL ALTERATION RESIDENTIAL
ISSUED: • : ADDRESS: ZONING:
7/22/2019 667 SELVA LAKES CIR 172027 5890
DESCRIPTION OF • •
SIDING OVER T1-11
• • •
BURRES LIVING TRUST SUPER SIDERS AND TRIM, INC
667 SELVA LAKES CIR 65 W. 9th Street
ATLANTIC BEACH, FL 32233 Atlantic Beach, FL 32233
APPROVED: 77J ��b•.�
CHIEF BUILDING OFFICIAL
VOID UNLESS SIGNED BY BUILDING OFFICIAL