HomeMy WebLinkAboutLETTER 0F COMPLIANCEI I _
1
;(, " �i /�,�� �,y MIAMI•DADE COUNTY C�, ate'
Y ' i a
ACCREDITED
LABORATORY ACCREDITED
July 30, 2017
October 16, 2017 Rev
Pingsheng Zhu, P.E.
Product compliance Engineer
James Hardie Building products
10900 Elm Ave.
Fontana, CA 923.37
Re: NOA-15-0122.03
Relative to FBC 2017
Project RIO-2679BB-17
Dear Pingsheng:
SCANNED CONCEALED FASTENERS OR ATTACHMENTS
�'^ ARE THE RESPONSIBILITY OF THE
�R , 51' Eb CONTRACTOR OF RECORD
FEB 13 2018
ST. Lucie County, Permitting
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD IN THAT
MAY 13E.NECESSARY11N ORDER TO
COMPLY WITH AU aAPPLICARLS 096gS,
After Review of the 2017 FBC, it is my opinion that the current NOA-15-0122.03 is in compliance with the 2017 Flori8da Building Code.
Referenced Standards in the 2017 FBC:
1. Wood: AWC NDS-2015 & SDPWS-2015
2. Structural Loads: ASCE/SEI-7-10
3. Concrete: ACI-318-14
4. Masonry: TM5402-2016/ACIS30-13/ASCE-5-13 / C,
5. Structural Steel: RISC 360-10 (Including manual of steel construction 2010 (14`' edition)) / 7f a —0 1311,
G. Cold-formod Steel: AISI 100-12 'M LUM COUNTY RL-I DENG DIVISION
7. Aluminum ADM-1-2015 ciEVd11't'hU FOR C,QIL A -CE
a:EVIEWEO BY �—
In addition, I am making the following Statement of Independence as requested: D.-ITE
f'►�,S,. S A, ll PE?�_�riIT 1��T�itJ5T BE KEPT 3�C�r���PT ®1� JOB
1. Ronald Ogawa does not have does it intend to acquire or will it acquire any financial irp�e, gSSpEeTMNv(j hr rgV dY12�EIfur�g products
for which evaluations are Issued.)
2. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect.
3. Ronald Ogawa Inc. does not have, nor will it acquire a financial interest in any company manufacturing or distributing products for which reports are
being issued.
4. Ronald Ogawa does not have, nor will it acquire a financial interest in any other entity involved in the approved process of the product
Should you have any on anything, please contact me. 1fIfpOG � f�e��9�+
Sincerely,
rnald
2 'I2Iawa, P.E. -pS�;17=: r�:;�,� Associates, Inc. �0 A' r S,
IAS Laboratory Approval, TL360 .<`� ®� 4; ti , • \ti t-� ,
[AS Quality Control Agency, AA705
CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity
State of Florida Approved Validator and Third Party Quality Control Agency
(714)292-2602
Ron��rroearr ca,m
Cc Roger Ogawa - RI Ogawa & Associates, Inc.
Karen Ogawa - RI Ogawa & Associates, Inc.
Lab Address: 1985 Sampson Avenue, Corona, CA 92879 • Phone (714) 321-4939 • Fax (714) 908-1815 • E-
Mailing Address- 16835 Algonquin St. #443, Huntington Beach, CA 92649 • Phone (714) 292-2602• Fax (714) 908-18 � -- -r+l rt;it ct.nogawa coin
Engineering • Quality Control • Product Development 9 Inspections • Code Consulting • Expert Witness • Testing
MIAMI•DADE
DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
_NOTICE OF ACCEPTANCE (NOA
James Nardie Building Product, Inc.
10901 Elm Avenue
Montana, CA 92337
SCOPE:
iN11AMI-DAIM, COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Strect, Room 208
Miami, Florida 33175-2,17,1
'I' (786) 315-2590 F (786) 315-2599
�rww.miamidade.eovlecanomy
This NOA is being issued under (lie applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade Comity RF.,R - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(A1-1J).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (ln Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for duality assurance purposes. If this product or material fails to perform in
(lie accepted manner, the manufacturer will incur the expense of such testing and the Al T may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
"Lone of the Florida Building Code.
DESCRIPTION: Artisan Lap Siding
APPROVAL DOCUMENT: Drawing No. 2008-8-7.vsd, titled " Artisan Lap Siding ", sheets l through 4 of 4,
prepared by Ronald 1. Ogawa, P.l ., dated August 07, 2008, last revision #1 dated August 27, 2003, signed anti
sealed by Ronald 1. Ogawa, P.E., bearing the tvliami-Dade County Product Control Revision stanip with the
Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section,
MISSILE IMPACT RATING: Large ;tad Small Missile Itttpact Resist aut
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered alter a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur alter the expiration date or if there has been it revision or change lt] the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes sltall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for lermination and removal of NOA,
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the, expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it
shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # .12-051.7.05 and consists of this page 1, evidence submitted pages F;-1 & E:-2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Ilehny A. Makar, P.E., M.S.
rMe"IAiMw.I�Mi5_`��GNI�T:fry
NOA No. 15-0122.03
iAOEcouY Expiration Date: 10/02/2018
Approval Date: 04/16/2015
04111 /?_0 IT- Page 1
James Hardie Building Product, Ine.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0514.11
A. DRAWINGS
1. Drawing No. 2008-8-7. vscl, titled " Artisan Lap Siding " sheets 1 through 4 of 4,
prepared by Ronald I Ogaiva, P.F,., dated August 07, 2008, lag/ revision #1 dated
August 27, 2008, signed and sealed by Ronald I Ogawa, P. K
B. TESTS
1. Test Report #A11D3137643-01, by lnlertek ETL Semko, elated .Ianuary 30, 2008, per
TAS 202 and TAS 203, signed and settled by Rick Curkeel, P.E.
2. Test Report #rU71D3137613-03, by Litertek ETL Semko, dated April 16, 2008, per
TAS 202 and TAS 203, signed and sealed by Rick Curkeet, P.L.
3. 'Pest Reporl 43097158-009B, by IrNertek ETI Semko, dated Alloy 04, 2007, per
Acceptance Criteria.for Fiber Cemenl Siding used as Exterior fall Siding, Signed
and sealed by Kul Kooner, TIT.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By kliami-Dade Count} Building Code Compliance Q f ice.
E. MATERIAL CERTIFICATIONS
1. Test Report #3099611SAT-001, bylntertek ETL Semko, elated June 28, 2000, per
ASTME84-05, Surface Burning Characteristics of Building Alaterials, signed by C.
Anthony Penaloza, Flammability Testing Team header.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0517.05
A. DRAWINGS
1. None.
B. 'I'I±'S'1'S
1. None.
C. CALCULATIONS
1. None.
D. QUAI-,ITY ASSURANCE
1. By Hiumi-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
%'/ j�`
iy A. Mnlcar, P.F., M.S.
Product Control Unit Supervisor
NOA No. 15-0122.03
Expiration Date: 10/02/2018
Approval Date: 04/16/2015
B - I
James Hardie Building Product, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatoty'and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Florida Building Code, 2014 edition, compliance letter issued by R. 1. Ogawa &
Dissociates, Inc., dated March 17, 2015, signed and sealed by R. 1. Ugavva, P.E.
I -I ny A. Makar, P.E., M.S.
Product Control Unit Supervisor
NOA No. I5-0122.03
Expiration Date: (0/02/2018
Approval Dale: 04/16/2015
E-2
a:; Compl
$utding
with tSX_Ihic(c I plyAPA c..tedpty� s
1 o W_ 0 2'l..r''O'�h'A
i= •�a CETA1 A xi ai>Zched � the cods to axadent~ with ft
l Date o o T o Florida Build c� :ode, with ATrrhirrKan �S x t" bng
robed bugle head sakes, spaced a maxinnrn ce 6
inches on cerAw We= the pertmetwand a
cte . Can;( f � r: a>tim�rrn cd 12 �r2rs an center along tine
-A� Itxe•mecE=te s1FParts..
The exposed fa�enorz.Wt be mlrrmttm
4 3.075 shank X2' tong core-.rcn resistant
r — � f � metal sCad ttnish nml (par) wee n•�I scxs-
1 1 1 7hec7tgosedlh=nershnll be placed In the
avertsPPIM men ePWO rnafely!" frorn Lhe
r ' botbm edge of the overlapping plank
C t1 1 The concealed fastener shall bo a mMinwm
No.6-1a. 0.375 head diameter X Imo/.' long-
C Q A e • buglo t•.a.d 3crcw over meeri scads .
�11 ! The concealed fastenershall be fastened
! r thro tgh the mil edge of a strnglo ptenl� d e
\v s, concealed fastener shall be positioned 1" down
� � ttt�55 Q e7 .=ors: th* pl3rXs top edge in such a mny t=
r� :he ftsterw is fully canocalod by the nerd
cs-.00rPlank
-or=rwshallhaveatfeast3!.il{threads
ilex—Ang r•,otslfranring
ArtlsanS lap SM-;,g
=� do W"0c1pr00f1ng per 2121.e.2 of Florida
JK
— 8:.oe v Code
_ LZLb� -ON
Sr 1Nck/ S ply APA rated plywood
sheathing tassoned according to the Fsanda
/// • • \���� B1tlding Code
1 t;Qa. Ncml-$W:r X ti Nr fl1 Gstud oro.. m.rs
Shad Sparing at 1 ti• O,G VOIL SEE
DETAIL Wthkk/5ply
BF 111II it l IIIfi// 111, A APA (Died wood
/ note plyCacesk•C ptaric tsOrr�a rmd CMVS: NW-- not ehom for e5ear st•.oathlnp
bastened to wood
1 I • I siL•ds
r ; i : YsC rr+1 `iYy 2 spar
i• — y f ; crs � } �.„ •gltx v' ^t :,_ BU3&V Code
iEKPfi
` TA7F 13Gs tQorntrsalrX
Ry9-, -� f L . pz z �e ( 6'MetalCatlyd
- / z;
AL
1/r •I1 1�h C,�'yo�.. ,.can—,,; `�
_-`----- i� 14 - lan x 5l8- (trick
`• '.' i '•' --'•' j..� ''' _ :: __,.._ ' � ii StBILCr•t'ip
REVISED 6 SA- vrnirtwm EQge D sWma . 1 i 3/4" 4tm mum Edge t) � Q2
,g %lout tha r crida Nails at 1 a- O.D. (7p.) 1
9RIlSAN�J� ILGI�STALLATIOL� P�TTAi1.S
• Act b daltatipn stt3d be done In C7:*TM@rnce % 4l This Notice ofAoceptar=, the m9rufactff&s ats`ire:ion
re=,Mer , and ire appftable sec5cns of the Florida 9unding Code.
Metal -txfs where AcBsm)V LaP Skbng vr7l be installed shag be designed by an Engineer or Arcthrt= per the
Florida taming Code and the tequfn=rents of this N.OA
• Planks shagplank be aPP1led Roan 1tY oat mers�sng iro
ofthe n the bo5orn 0OUrSe of the vrZ with 1 y." wide laps at t e top
The mange and groove vertical joins m= o=jr 4" eft stxi, do rot nar7 within 2 in-ches of tcrgue and groove.
• The planks shall be installed over SIB" Uhick /5 ply ARA rated p ywood sheathing supported by a nlinirtttcn of 18ga
Ncmi:-h2l2" X 6• Metal C•.studs spaced a ma)drryn a` 16" C.C.
The stdtng shall be fastened over the shads with a a mbina5w. of bode c0ncea!ed and exposed f3stantxs
• The concealed tastenershall be a rfmh)u n No. MS, 0.375• head diameter X 1 %. !Ong' bugle head screw over
m�ai sUxis. (-or screw shag have at least 3 fug tttreads peretrating mewl +rami ng)
The exposed tastenershag be a minimum 0.075' shw.VX 2' Ieng Co.•rosian resistant metal stud finish nail (pea)
aver metal studs.
The concealed tasterrr shalt be fastened through the top edge of a single plank; the concealed ftsterw sty be
positioned 1" down from the p tarWs lop edge In such a way char the fastens is fully conoealed by the rC4 0=.Se
of pla-lk
The fastener shall be Placed in the ovedapptng area apprO%irrrately'/.' ficon the bottom edge of the
o'edaPpIng Plank
Both concealed and exposed fast:e mers shall be s 7' O.C. verti29y and 16' O.0 horizonta8y Into rnetal studs
through _W thick/ 5 ply APA:a.e' d plywood sheathing.
A fast edge diarnx of a stall always be observed.
5/8" thick 15 ply APA rated Ph-Mcd shtt� shop be attached t: the sands in acoMance with the Florida
SuUng Cede, with mi n enum #8 X 1" Ieng ribbed bugle head screws spaced a maocruan of 6 irxltes on center
along the Perimeter and a mardmum of 12 ind= on cent,-- alone the intermediate shoedrtc
Creator C. L'iercks
PI&OUSeLM-rBLp QN
Artisan® Lap Siding material is a
nonasbestos £(Der meat prodacftested
in accordance w th ASTM C1186 Grade IL
Type A and meeting the requbr--monts of
the Florida Building Code.
W+dth Length Thickness
5 8-'/." 12' 5/8"
Instanallon Design ue
Impact Resistant —
Planks Installed ow-- v/8" thick 15 ply APA
rated plywood sheathing
Artisan0 Lap Siding (Metal Studs)
This drawing and the copyright therein are the property of the named Company and
accordingly the d rowing must not be copied or reproduced in arty material form
whatsoever and MuSt be returned with Quotation and an cc mplason of Job
Sr:F FSCN. No DWG No
A Marri7ad.UQA-Arf mL-vSt2n2-2063b?.vsd 1
1r2" = t'-0" ' Date: 81712008
1 OF 4
I
16.00in:
Claddhlq
PRaYJCT ;REVISED
1
w complying with the FioriC_ i
Cody
Ac Acceptance h O Z 7.
I
Framing
• I I
uc: ..!ro,
Sheathing
.._. _•
1200in.
i
—_
I
�k;t�
:!)cF:c7F-3
A � -
I o517.o5
LA
•
1
■ NOMINAL 18 GAUGE 2" X b" STEEL STUDS 15.O.C. FASTENED
VVMi NO. b X 1" LONG BUGLE HEAD SCREWS (2 PER TOP AND
BOTTOM CONNECTION)
SljF�IFjjtiG
• NOMINALSIS"TF1CKlS PLY APA RATED PLYWOOD SHEATHING
■ FA57ENED 1MTH #8 X 9" LONG RIBBED BUGLE HEAD SCREWS.
AT 6" O.C. AROUND THE PERIMEfFR AND 12" O.C_ V&Tni1N THE
FIELD
y7 A02MG
■ PLANKS OVERLAP 1-%
THE EXPOSURE IS 7'
■ THE PLANKS ARE BLIND SCREWED WI i}i NO.8-18, 0a75 H EAD
DiA.METER X 1-/." LONG CORROSION RESISTANT BUGLE HEAD
SCREWS (SCREIA' SHALL -HAVE AT LEAST 3 FULLTHREADS
PO4ETRATING THE METAL FRAMING), PLACE SCREWS 1' DOWN
FROM THE TOP EDGE OF THE PLAITKA— EACH STUD LOCATION
■ T.-(E FLANKS ARE FACE NAILED WITH 0.075" SHANK DIAMETERX
Z" LONG CORROSION RESISTANT METAL STUD FINISH NAILS,
PLACE FINISH NAILS 3/." UP FROM THE BOTTOM EDGE OF THE
PLANKAT EACH S TUD LOCATION
FOR METAL AND WOOD STUDS, PROVISIONS FOR
DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT
PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE
PROVISIONS FOR THESE LOADS)
i
_ 4T
%cS'�, . �RtDP �.�
Artisans Lap Sid'aig (Metal Surds)
This drawing and the Copyright therein are the properly of the named company and
a=rdingly the drawing r =*, not be copied or reproduced in any ma*rial loan
vhatscever and mrat be ret Lmed with quotation and on completion of job
�".ww.u.n+sy n+■g.a
S2E cscm NC
M%13 NO
Rem
r" "• G �'
A
MkrA Credo Npq.Ardsw rap Sl&n¢ 2008-e-7.vp
j
Creatcr. C. Dlerc%s
S pj—r 1" = V-0"
Date: & 72008
I SKEET 2 OF 4
I
StASpacing a:ls•O.c. • WALIEA!
i
B
SEE Sre'thick ISply
PgQD
i
r
I
i
D ETAK A APA raid
►� Ccrooaad lzm+nrn end CSB irxaiix: not :'pawn rer dartly plywood
shoadning
ArOsanp lap Siding material IS a
f
_-N
y
nonasbestos fiber -cement product tested
4n accordance with ASTM C11E6 Grade 11,
t tast&-md to wood
Type A and meettng the requlremertts of
the Florida BuaTding Code.
WALL
r
i
_ q
— _ *
's pl�yingavi 3 i 2i2 62IKCP=Mv Per
:+� it,F:o i
o _ Code
PIANKDI NEhtsjpt6i
width Length Thickness
Thickness
$ 8-Y,' 12' 5V
2" X ti S-P-F Wood
Studs
E��328 RAT�it�
>:
v
Installation Design Pressure
�!" -- ...
Sri ' •'Coam�.
+ii r; .tp r i Artiswe Lap Siding
, 1
Wood Studs p�
_
i
" —
—_
1'I�
/frl/frr111►tilR ::
��
'�t 1"Y.'mpxs/s' Nck
impact Reststard
Planks instatleedowr5rg,thick/ 6ptyAPA
faLld Plywood
B —i
l� starterstip
sheathing
314, M-Irk-num
Edoe t>aflrx:e
� r<r ss� o.o. (yP.�
sre• blcilmurrr r:d3e h—
5/8' d:kklS ply APA rated *Wood sh,,V tg shell
D 1 A1L A be sdyc''IM to tle studs in ocoordsaca with die
Florida Building Cade• whin rninmwn 842J8• long
box nails spaced a m:a;dn im of 6 inc-hes on center
along the pedmwte; and a maximum of 12 atdim on
\ i center along the inierrudate suppoft
` T he cxpcsed t-lener shall be an ed. 2-
\ W long =703icn troskUnt fn's, nalf
over wood studs.
�— The exposed tmlenershal be placed In
=1e overlapping area aprf I=tely►/.'
l from the bottom Cdflo or vie
j gypping plank
The a mated fastener shall be on are
ZWW long corrosion rent ring
shank boor sail Overwcod studs,
r The concealed fwgwor;,}:tii be
_ fastened th-ough the for edge of at
i single plank the cvrrealed fastener
sharl be positioned 1• down from t+io
ptarks top edge in such a way that the
Eaotanro ls fully Owcealed by the next
courw of plank
L — A-fs . lap Skrrrg
LWeatherproofing per 2".2t.62 of Florida
Bta7ding Cede
I Sf1r dildc 15 py APA rated plywood
s►� fastesxnd a=wdhg to !hc Florida
Bu3drig Codo
--- z X t• S-P.F v xd SWds
E13i�5E+�J�l�S1DilY(' CT + �itON DEl'A� .
All irataQetion shall be done In c nfomarioeurdi Lhis Notice ofA , the m nufacturceS it=Dafixm
• femrrarieridatons, and the applicable sections of :fie Florida BuaTmg Code
Wood �zscis nr+t>rre Artf�rYr? Lap Siding wi(t be iia4er Shallbe designed by an Engineer or Af anted per the Florida
13t CEM Cede and the requirements of this t1.0A
Planks lan k shall be aP? d hatrx yr cemrra>»iarig from the n =O _Se of the w30 with 1- •W wide laps at the top of
'The tonguea`nd grOWe n+ertieal joints mwt Occur 4' off Stud, do not Mill Within 2 incites of tongue and groove 'The P(2n; s shalt be irst-Wped aver SW &loci 15 ply APA rated plywood sheathng supported by a minimum of 2'Xd•
S-f'--F wood studs spaced a mvcmum of 16, O.C.
i its S;6-'V sl^,atI be tastened Over the studs wfdt 3 combination of both concealed and exposed fastweers,
• The a:rioeakd fasterrer shell be an ad, 2-wir tong corrosion rest-= it ring shank box n&I over wood stxtds. • The end tWer er shall be an ad, 2-%:' long corrosion resstalt fetish nail over wood studs
The 00r0e3led fasi)L^.er shall be fastened through the top edge of a single plank the concealed fastener shall be
Positioned 1' down from the PlenleS top edge in such a way that the fastener is fully concealed by the next course of
plank
• The exposed fwmner short be placed In the overiappirg area appradmately ti from the bottom edge of the
overfapp.'-g plank,
• Both mrxraled and exposed fasteners shall be s T' O.C. v*rbcyyy and 1S" O.C. horizontally into wood studs ttu=fl ;h
6/B" thick 15 ply APA rated plywood a'eaWng
• A fattener edge distance of ai-ays be observed
• 'V' thick 15 ply APA rated plywood sheathing shay lea atta,' ro the studs in accordance 8d 2 3/8
Code, wkh with the Florida Building m rnurn long box nailsspaced a rnard:y= of 6 babes on center 'along the perimeter and a
maximum of .2 L•ia'ies on center along the inteM)edrdte supports.
i
+arm o.,-4.
CAC=c
Creator. C. Diercks
ArH =M Lap Siring (Wood Ste)
Thu drawing and the copyright therein are the property of the named Cony and
a=ldingfy the drawing must not be copied or reproduced in aril, rnatr:' w form
whatsoever and must be reburied with quotat,;on and on completion of job
S.rrc FS[3•tJ0 lyJ.nS -
A
SCALE 1/2' = 1 La,
►nua,a race MCA -qr 'van tap Wnq_ 200S,, ;%v> a
Date- 8flr2QQg SriEm 3 OF 4
Ea6ml"!3.
• NOMINALY X4" S-P-F WOOD STUDS 16" O.C. FASTENED WTH
16d COMMON NAILS (2 PER TOP AND BOTTOM C.ONNECTIONJ
�97xONG
• NOMINAL SWTHICK15 PLY APA RATED PLYWOOD SI-T-ATHING
FASTENED WITH 2.318 INCH ad COMMON NAILS, AT 6' O.C.
AROUND THE PERIMETER AND 12" O.C. WITHIN THE FIELD
1_6P_ G
• PLANKS OVERLAP 1-Vq"
• THE D(POSURE IS 7"
• THE PLANKS ARE BLIND NAIIEn WITH A 2-30WCORROSION
RESISTANT COMMON RING SHANK NAILS. I' DOWN FROM THE
TOP EDGE OF THE PLANK AT EACH STUD LOCATION
• THE PLANKS ARE FACE NAILED WITH 2-W CORROSION
RESISTANT FINISH NAILS, Y44" UP FROM THE BOTTOM EDGE OF
HE PLANK AT EACH STUD LOCATION
FOR METAL AND WOOD STUDS, PROVISIONS FOR
DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT
PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE
PROVISIONS FOR THESE LOADS)
Artisan& Lap Siding (Wood Studs)
I his drawing and the copyright therein are the property of the named company and
— acorn.,dingly the drawing must not be copied or reproduced in any material form
whatsoever and must be returned with quotation and on completion of job
—
/,IIMLGCiY-
�..,maaa,mor�mi:�. A 4116'zn7023eNOA-h.'t=nLepS1d9no-2=-Ei7v.'d Z
Creator. C. Diierelcs SCALE 1" = T-0" Date: a17/2008 ISSEET 4 OF 4