HomeMy WebLinkAbout008-937-04-5311-LUP-2024-536GENERALNOTES
ALL DIMENSIONS TAKEN FROM
FRAMING, CENTER OF ANY
BEARING SUPPORT OR TO
THE OUTSIDE OF MASONRY-
-PLUMBING, ELECTRICAL, SITE GRADING
AND HVAC BY OTHERS.
-TRUSSES & FLOOR SYSTEMS BY
MANUFACTURER OR DESIGNER.
-ALL DETAILS NOT SHOWN SHALL BE THE
RESPONSIBILITY OF THE OWNER AND
CONTRACTOR.
-WINDOWS SHALL BE SPECIFIED
BY OWNER, UNLESS OTHERWISE
NOTED.
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DATE
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FRAMING, CENTER OF ANY
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THE OUTSIDE OF MASONRY.
-PLUMBING, ELECTRICAL, SITE GRADING
AND HVAC BY OTHERS.
-TRUSSES & FLOOR SYSTEMS BY
MANUFACTURER OR DESIGNER.
-ALL DETAILS NOT SHOWN SHALL BE THE
RESPONSIBILITY OF THE OWNER AND
CONTRACTOR.
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PLAN #:
yEaR/mOnTM1/
DRAWN BY: JP
PRINT/REVISION
DATE
Monday. A"gust 14, M23
PAGE
-WINDOWS SHALL BE SPECIFIED
BY OWNER, UNLESS OTHERWISE
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GENERALNOTES- — — — — — — — — — — —
-ALL DIMENSIONS TAKEN FROM
FRAMING, CENTER OF ANY
BEARING SUPPORT OR TO
THE OUTSIDE OF MASONRY. PLAN #:
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-PLUMBING, ELECTRICAL, SITE GRADING
AND HVAC BY OTHERS I� 33 S 4- Lit —,-It— DRAWN BY: JP
-TRUSSES & FLOOR SYSTEMS BY PONT/REVISION
MANUFACTURER OR DESIGNER. DATE
-ALL DETAILS NOT SHOWN SHALL BE THE Mor day, Avqu l 14, 2023
RESPONSIBILITY OF THE OWNER AND FOUNDATION PLAN
CONTRACTOR.
SGALE: 1/4"= 1'-0" PAGE
-WINDOWS SHALL BE SPECIFIED
BY OWNER, UNLESS OTHERWISE
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ENERALNOTE
-ALL DIMENSIONS TAKEN FROM
FRAMING, CENTER OF ANY
BEARING SUPPORT OR TO
THE OUTSIDE OF MASONRY.
-PLUMBING, ELECTRICAL, SITE GRADING
AND HVAC BY OTHERS.
-TRUSSES & FLOOR SYSTEMS BY
MANUFACTURER OR DESIGNER,
-ALL DETAILS NOT SHOWN SHALL BE THE
RESPONSIBILITY OF THE OWNER AND
CONTRACTOR.
-WINDOWS SHALL BE SPECIFIED
BY OWNER, UNLESS OTHERWISE
NOTED-
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PRINI/REVISION
DATE
I
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PAGE
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-ALL DIMENSIONS TAKEN FROM
FRAMING, CENTER OF ANY
BEARING SUPPORT OR TO
THE OUTSIDE OF MASONRY.
PLUMBING, ELECTRICAL, SITE GRADING
AND HVAC BY OTHERS.
-TRUSSES & FLOOR SYSTEMS BY
MANUFACTURER OR DESIGNER.
-ALL DETAILS NOT SHOWN SHALL BE THE
RESPONSIBILITY OF THE OWNER AND
CONTRACTOR.
ROOF PLAN
56ALE: 3/16"= 1'-0"
GENERAL REFERENCE
- HOUSE CONTINUOUSLY 5HEATED
WITH 1116" WOOD STRUCTURAL PANEL (W5P)
- FULL INTERMITTENT SHEETS
REPRESENTED ON PLAN WITH MARK:
46" W5P
4X6 V 16" W5P SHEATING
" FA5TENE12 WITH EITHER
60 COMMON OR BD BOX NAILS
OR 1116" X 1-114" GROWN STAPLES
1116" W5P 5HEATIN6, GUT TO SIZE
"FASTENED WITH EITHER 61D
OR 7116" X 1-114" CROWN 5TAPLE5
] YM!(zAL SECTION
5CALE: 3/8"= 1'-0"
TYPICAL TRUSS ROOF
ASPHALT SHINGLES
ICE & WATER SHIELD UP 2 COURSES
1511 FELT
1/2" ROOF O59IPLYWOOD WI'H' CLIPS
PRE-ENGINEERED TRUSSES @ 24" O. C.
WI ENERGY HEELS
VENT CHUTE FOR FREE AIR FLOW
TRUSS BRACING
R49INSULATION
6 MILL POLY V/B
5/B" CEILING GYPSUM TAPED & 5ANDED
2Xb SUB FASCIA
ALUMINUM SOFFIT A FASCIA
TYPICAL 2X6 EXTERIOR WALL
SIDING
TYVEK HOUSE WRAP
T/1 V OSB WALL SHEATHING
2X6 STUDS @ 16' O C.
R-21 13ATT INSULATION
6 MILL POLY V/B
1/2' WALL GYPSUM TAPED & SANDED
TYPICAL FLOOR SYSTEM
314T&G PLYWOOD SUSFLOOR
W FLOOR TRUSSES ® 192" O 6
INSULATE RIM JOIST AREA R-19
TYPICAL POURED CONCRETE WALL
B' REINFORCED CONCRETE WALL
1WXB" FOOTIN6
DRAIN TILE (A5 NEEDED)
11R"POLYSTYRENE FOAM INSULATION
1/2" AIR GAP
294 SIFF STUDS ®16" O, C.
R.13 FIBERGLASS INSULATION
112"GYPSUM BOARD
BRACED WALL CHART (5P5 321.25)
RECTAN6LE: B WALL HEIGHT: 4 EAVE TO RIDGE HEIGHT: 1 V
MAX OPENING HEIGHT: 6'-0" WIND EXPOSURE: B
IKTENMRTENT"ETHOD CONTINUOUS METHOD
(LIB, D ' WSP,5FB,GB, PCP) (05HNBP, 6S5FB)
AND 0 OF PAN ELS PER ANDTOTALLE NGTHREOUIRED
TABLE 321.25-1 PER TABLE 321.25-J
WALL SUPPORTING MIN PANEL WDTH PER MIN PANEL WIDTH PER
TABLE 3212S6=4B" TABLE 3212SH-3T
LON05IDE 5HORT51DE LONGSIDE 5HORT5IDE
ROOF B CEILING ONLY 2 2
ONE FLOOR, ROOF B CEILING -
TWO FLOORS, ROOF 6 CEILING
NOTE
=T..I.B-1,E.—L—IT.TILI'EST:HEPRE�RlrTIVEREQUIREMENTS
WITHIN SECTION SFS 321 250F THE WISCONSIN UNIFORM DWELLING CODE
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yEaR/mOnTh/
DRAWN BY: JP
PRINT/REVISION
DATE
Monday, August 14, 2023
PAGE
-WINDOWS SHALL BE SPECIFIED
BY OWNER, UNLESS OTHERWISE
NOTED -
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UDC Wall Bracing Provisions
Permanent pule effective Septertther. 1, 2614
A `How To' guide for use ofthe new provisions
Stkmrnnry; Fro'ger Mint )`ou kiletr abMir the pte,6okk. wAl Io wiRtelxa{ Isirxlx - Ibis aye w is M1
dil'Ternn caurtjtl, Tilt prrscivimrs ate gaxyillylsnaed oil I}!e _20111 11C 5uupkliad \[Tali Mucistg
Ntnd4aa6. The iic%r pecs<riptivM. •febkN pro{ ills the itutuba' of braced w.itl pmelssrguirrd on a
reclangle +ide Sititevouticttt .IKrIliaig method) OR. the total ,mph of tl;oced wall priacle required
cunh a tact3*0 side (courinuously sheadled method) in wood Bales woks pmaWI tarlie Hind
diLmtion being cmtiukred
What. ha4i i chanpW.:Generally the bracing materials and fnsteiaing ill Fable 3? l a5-G relpaul
unchanged,.
111a)Dl' e�l5rkmptluns7Aefnnits:
• hatrrim side n€exterior vralls are Shoafkerl :rxh `.:' gyysnlu board
• 11I' tvAnImialnf
• R'i1rG >ryPo�ux eatcgrrry H
• For tilt inlenlliffem him Ing Immll(X) rLusf ease (lap of wall) ro ridge height is 10'
Starting with the topmost floor lei el ..:
STEP St L'kfilsr IkC rpCfallfrlt: +ilia; i]5' CIrCTlaliCISblrlif don outelRWst CKtelll: of [hc iHllidlrl4 Ar
each flour ieael with a recian&_ The matinnnn lcnl lei of tiny rude aflhe trcrnflgle is'5' for
tr milt n • lot e m t rpl bldu;in tins! RU' for w tun tsi yflratfl d l)sacin � Fat' eidxr t u ! fir h d We rnnSrrltl sn p 5 b
ledlsrlh 10:tkU reliek of dIc Irotallple is 3:1. If fhc lenathdf dic leclalipk .ide exceeds the
pvv%aiprive 16WI Rfthe respective -table of Iha kpgih In uidtis tntio esceeda ,T: ) rim tnLilding
muu W dretmtltrdwd or ditided miill iniarc Him Ono ivaxltgk or rksilaled by or mineerinir
analysis. Sec esnntplm heloa- fri,It1 the rides - FipLre 321 .2s-0.
Figure 321.15-B
DEFINXNG BUTFLUENG SIDES A.N"O LENGTHS'"'ITB: ONE OR NIORE
CIR(V%15CRI EDRECTANGL.ESs-"'
. _..-�.._.- 1 OFZ C ._.
(!) RISlc flaw p)au
-ALL DIMENSIONS TAKEN FROM
FRAMING, CENTER OF ANY
BEARING SUPPORT OR TO
THE OUTSIDE OF MASONRY.
-PLUMBING, ELECTRICAL, SITE GRADING
AND HVAC BY OTHERS,
-TRUSSES & FLOOR SYSTEMS BY
MANUFACTURER OR DESIGNER.
-ALL DETAILS NOT SHOWN SHALL BE THE
RESPONSIBILITY OF THE OWNER AND
CONTRACTOR.
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.,i+"i yar. aaa deeL .h,d brr.e ' ' La1so,.r,aa�av
"Each rr. vk4-11IA-a»n>ma rrrwnv 4nerhaa-.SdIE nlra Pr 3: P.
pr<r yr>+>r>Q of k•Ars tr.cni uw p-JA dw lr..r4_4 mn<iu.•v tm &.ah nQ , iu lie
'iR,rei..a rnwl.i'.a=<dmar•�aw�nnrl.klrtowlrn+.pv.'a>s.er.. a, d,.'.n,.twat f71 +xl)4AIen
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vowra+'mVl ln,rdy ad. me ailec..c aorjnirrcwrLle"'- 51'raer6<o®,.a ede oC+ w.rie'or6,nsin l5 yre
-ry.+c]J<il hn m P6,M 1 wdt, ib, W"- J.1r W . •n-vaaaox aGL, CPS 321 '1 Ir I In
STEP 2: Select tin umll btu uyl Method (minitutirnl ok rontiniwm). nulvdAh. wd prturl width
Silltruuinciat methodI frolti rable i11.35 c±. Tf using IWGiBinBld braced ,v3D Pueeh. in general
rune ❑rthc bracing mel11W, are 01ra1da cil etlydvdall ansi the Lwrhod,kaply 01, )-on I&
iUSiEtFR rt par risragnked aL p lttiaugte stile For coudrommIF %heal lied trading lble method
yields the Will LEF61If ofbracnTYrall ievtuived rxi a mctasldl r:idc.
7v{v floor I. roefurd ceiliir� 3 b 9
'kw:sedwnwpnr•,Tit wWAdr'1al.r�raa'red'br•.,dw�. at:a•r. �FlbBrn
'ran trot rW6n io•y4r.Jyy,ry e.eray 9: Fw wisdr en naeyerrtn D e.41J 1la-'__'_ u[6n-rr1 llvbel.
,M.rrd try 13 a ad I Vy -t,,
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�•.-++I•.ne mrr....rv,xw•alto .frdmbnylni6ler lcrwd r:,liiaY poavr $Iparfirm wt.rr'6e h.[r®re'
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In.coin,reux wny.x.1,scads.a,aeer tip+?ra.dnlnunrtrir•.�ansx. rb.lu.aaaneu,r
rp„ied h„enLe. arr,mlr fume dll.leper[m+,,7tr�A!"La-9d ta`ilwlar rspmm •rilwrl m a.r,idr. tllnnr
tic Rip a 3}'H'w.ndw.0 s•m,rm.au,,e<rturuxwair,ar,4Lx [•Ya•ti• aFs'P er stR r,a:ean,vlwe.tphrl d,rr„is
qo ra,. ,hnx r.:r.1.0.wd mrtrwr,d j i.. r. rn a.. nr tr.d 3.1.: s-.t
`]T.. inf kx&Ib:mcemitx rielrp,r�:rre�r.ir{ca4,.I.,rraR+•Pat 7M w..um/v+1t D,.A rr2a
pew. ie l.e eee�,.ay a.,7r inL'12
OR
B) C'oariulrDlisly Shcarktilbraced wails. btlennuu tbeTOTAL LENGlt pf braced wall
}With on each %trample side 0411E Table 121."i-7 basal on tilt katph of the
peryeudiada• side.
Ta151r 21,144
REQI'IRED LENGTH OF C'ONTINITOUS BRACING W IVALI..S PARALLEL TO
FACR RJECTAINCLE SIDE _ATEAC 11FLOOR LEVFL'!.'A'6,"
1-nor-o[- Total Renulred Leapih (fecl)nrfuli-ttelghl
Wei! to 1Sa115uPpolllnR Ri'nr1uK
Ridge nn :Inc Sf+tr of RarMu r
Tiehle 321 Xi-C;
tinivfN:r.: L1F nrnn%11
�Rnimllln
Rmuf-Vlnlrrixl
]IIL><Imiu4
}o1°inul
]IIuliRrtm
IIrnrr+ln'all
Cauplclh54.I.1'iteriN
-
fi•]xtrrhd
Thirknps] nl'
vvAll
11nurl ►�dth
Xflnlfaptp
milmlinum
SFxr
1lrlyhCl
or Blue
Flli!!lllt^r
Sjraclll$
�-
Ali In
Inimi III troll flin Ana ,Lee IW4
Ix4.wolyd litaS:r
3-9d con non
LIB`
lotalgiroeed
d5'unRletind
11ti11Y dr +-tid l+.ax
Paanld4ml
Leiria
10
nuixiliam I o"
r ails r : "Irate
top RIVJ
l racn
ula
vR
11*11lur,rc
u,stmilyd Pal'
tl.r ;lud
ti'd-I i-i"
1
lWliuul
numirwolllrf
{ . wing,'
P
&anleui l
F11ttlti
uksuliciilatsl
DR'B
'. "' 11"
2_1Id pax U64 (2
Pv1• ;pa! arid
1]i.11tc11iR1
stiunirial) hd
10T
3FB�'
3r8" Tope x
8,
MJ1 Alyd.
avwi
maximlrnr?t"
i 1a" rFjvmatct]
holrwa
Isa�1d1
ox, soul
rrr
pinles
{ du
iC a 1 )iev
3.16" For
dti eemwan nr}f
or.ed tax dail.(2
6•' edger,
1C SY
uuxnLtluR
16"n.r:.arl
Ks" kugx
4""•frr4d
Na6i1
Tear ilb-
48"
0.113"
Aiiallesrr): or
litnllt)
3' odgn, V
srntinrral
pmRet.
.r[4" ti,r
mm.x lr. a "
oil,HIS
crrnv)rltS-gage
t;topics]
.r
Atnple;. 1 1�;..
spa ing
5FE
iJ. 120 drllsiic!!r
Stivcnual
1na71pIIm1 16'
4F,
gal{'malaCd
iuDGug [veils or
j , edvzs+6„
Gbcrt nnr11
o".'c1n'ld
l'•rinp711fN
rtetd
L4eaI11Wu
-.pv,.-ul�
gag!-AaPkY, 1
I:4'.lou
`
7"dM 7..
OI7311ur
'•Vfur
field
Waist
niaxantpn 24"
10`
96,
id owes remits,
rfi <llldiag
Wrotalled on
0.,;- %vrA
in- u6 Stara%
top Aad
i SidsS
todap
I"tans
ofty lb
ilatesl.
Cuirllnmwr5
Hrec !;Iethttls
[TW_S
3'S" for
['rnatirlllMh
im-4 ipml
13'
Rcferia Tallie
Sa act us %v
Saone tic
,rnldkerl
I6" o,c. stud
i21-25-F1
\VSP
WSP
r nda '
HiI
Lv4tth of Prrilmntfntlmr Shle (reri)r
(Aryl)
10
20
30
40
14
60
70
80
Roofawdv
2.0'
3,5'
5-0
6.0
-.5
9.0
10.5
12LO
cling
Otte door.
10
torf and
3.5
6.5
9.0
]:. i
14.1
17,0
19.8
2'_6
4rdbra
'i\eu IIrxxv.
n,ufaiid
5.1)
9,5
1.i:5
1:7,5
21 }
23,K
291
334
ccillu
®®
RaofnuA
«,6i
4,6
ly.c
7.9
4:8
11.'
17
157
ra diva only
(]ne flow.
15
toof iWd
4-0
7.5
10.4
L3:8
1&7
19.6
22,9
2G2
ceilin
Tuba
roof bud
H
5.1t
10.5
1419
19.3
23.7
27.5
32.1
36.7
rclliu
&1+�99
1mt
19i
5.2
7.3
8-8
l.l,I
13,=
15:1
IT6
C,ne float.
i0
loaf and
®
43
8.5
1},F
1"rZ
18.9
22.1.
2,q.8
29.5
cri}hr
TWO Hann{,
rnefand
.&-1
11-9
16.9
21.8
2^_3
31-1
36.3
41.5
GOO
'reLKwl+ti�isa 'rote. t�s.c4eznl.+ir�mfa e.esde.a.emuo.abs.i.P•►r'h+red
'Ibis ulAr pglie,mrrnd npoar+ie aa,,twt-0. Fa Hind nmowrrnerpryC aA. wuhip[y d,e rrnolied le,Ya6 ed'.ril1
Iwr-Leg 6. I ? nil d, r�.cc.rif ll'wi rrpo-err..amrrc.,.rn defu,.J w T.6le 3:1k5-i Gwau.trL
' f.l+dawa 1.Wnase twrNw eme•nal >.a1r l.nrb, cdltlf a Faew.'e.l a.p IrnaAn e�rdwr In far ua'taply
me -0-M lni. a vfb---g ly 6. iWI-iep 6 M .' [, 97 Ge I A. 695 P. A feel 1 as Yoe t I kx. 1:10 ix 12
ton
'IL'arI<nw.mrnry.cbppe,mwdaAwdmlmetre,,.Ldnar•a*.tr?.9igrsp•[edtrararJl•renudf pr•gealed
rxi.wlr ride sL,l, lrlti l.4. naa d>a wKea+ile nnvi.�r-vet for lLr peebir ardrsi
'adj,mr,milwkmeerra Llnd •PP1Y euWlaeiwty
9npudio,hr leL. ,o&efn,r and rrer,d.iaar dr kaw,rAr sldrr Fnpradtex Wn W 6,1va red r,Fis.4r1
ee d.r a,w,I wa rn'v,fn SeeFti..r t'+k 55-H.
Y Haunt. ileMiixp Anat¢rMd"b.11-6-ofde-a-_aamr.,r.W.1wn,I1-CI,'rh.nd,5mr nµ
lr taw W.11 ytm.r.
$%)I-maa eua wok W. wilb-liran...ln'Ar1ny,-hly wIll ew. P-4 r. M-kil kris .yogi leer 4,
aya,6xrW4 mna.d*lerrld ar�,Ler WIS m<d ar A-rra eider mars 11 h.. wdi a.Ile L.[&.,8
-W, M 0'li,Y1 -Wrt-o
IA.r"),t efts IN- a P is W, OW, inn Dear. J. b,�nt 1."c k,6*. W.v •t,. -0 r .6"I-al-
Lh,tlle4owP� ,n l hLvM2i -Ii wiu&d 2.
711ir fur.
tnasllwmt 24"
D,c. Ynid
Hein
CSC'
_
E"
C'tuitiikllOtL6
SiitlL'man. I ri'
S,nIs9 a+ SI;It
YAttte a5
tl,cntlird
u.t. dud
51i1
SFiS
s tin
Nwim
Pap 'D1=t k
Py
Referla
Rcicr 0 Fit
far To
PwiaiGm,le
if16"
4'
Fijdoo
321_ 'A
Fi 1pl.ty+u9
7�1.2iA
3,ni
`ti„mu+Iad<artllratma.nl6 dWlh aMd,at.nA wPmw•b,eAry„nm.r,lYwvrd u";•--,.Lnr,.r i+seelri Te
Lt vr�adrd'Ly dr•.,' >en Anr.>:..,�r,xr.-3r.,di..<r.r..l:wrh�;,aa�lj<,.a,nras r><.�r awn rK..Krws
.,. Smn.r •• �v
riL. axrvi,w.u,rdmA k'�Yv]In,•]:ir.nJ �e,gle .dd�.arq`.rfd besan llarn Tlie aemat uWlt:.�d d4d[
5.� enuiud Ir,rx.e,d� liw:+u.an..i,.e.r.t� R,w r:.. fhm, ri ie.4r, Trl.urr31..®rr.c.�.r+. SPS 1±1 n ire
L'r v d.: ee r ]n.&.S ,evrrl u+ll L'+l'h+ Sr,]i k,a,na,,.,l -d. r>=3,IaRie µe�v,1 u !rc ,�<.rcd m moat oemui
'x8k]adJlra ail eeim6erLkrt n. ti�wGx.wrAb .., rv'i.41e ?2i �f+r'tW1r 3:]=-1
blip 1. enrte'vairi tar toot a.Sr.6Mr.ean�1F.7enD.wre..w'a�+dlma ati]'�Cl'eSKdil(woa'bSalnL'P4e:anrntoa.ndpe4CMaoSPWd.- nSb-F+aBlabbrdtm4rdYRafi6l•avneprs <ak av rnLrd eMAdpNktry-
4nret,w•d.,dLara i.eviynroihru
ma,.dy,. eAlwe.1dteti.m omLaldffil cdn mbaam.mwcly:«a.4+m•wewivuMme0,efadm.w eai t mat,oumad9rr,'sdj./a.v
otiigedl'rwm aY,opanme<ld'mabntf mio,Rfara4e xlseh�pnsaf rd,r r,uMlr iw n4wh. ardor x-L
S1•E.P 3! DE1'ERSIINE NLl0JE R.OF PANELS OR REQL'IRM TOTAL LENGTH OF
$RAL'LNG IiEQl7AED USING ONE OF 111E FOLLOLYLNG ►tETHODS
?.) laatmlillle5al lraeelk {tall iwnrh L7elrtaaWr IIm NU11t131:R of Nice& tWWli "gj,iFed on
Ii41E T
Z.
avcll tetra, k s}t1e ably 3.1w. 1 hosed on Tilt 1 nk of ncm I xr sl Caldics I de. loop
NOTE A winhu ms of 2 L• uad %zIl pwwN N IrgRlMi nu 0wh Lcdau?,le sfde
TA61#.nms-1
RFQ1.1RET) \t %HWR OF TNTERNTr TE:T BRACED WALL PA.XF.L4
ON WALLS PARALLEL FL TO EACH REC7.4SGLE sift
A Y F AC71 FLCMR 1 F.\'F[ 1+."I `
\Vxd Sn i arlln :
Regnlred Number 94-17t'itu Pimeh
nu a Baildlu Skle
Led rA of
fk vi dinitar Stile (feefts
529
s,KR
s75
Rm!'mid ccilutg only
1'
2
3
One flooT, rmfand ceiling
_
4
6
STEP4. ifrerptired, apply eery adjumniein factor (adjrlsnuents niay decrease ra• irwvt aw the
TN -aired bracing mtnou,[) per the foatootes to the n4)mtire Table for tiro enethod used
( iulclinivent or cotulnuous). Por exalnple wall freights taller that Ia' find vv'ltttt exy]osrrm
category C to 1) would both iaLma4c tilt bracing worAlut- Absence of iluerior ?':' gypsnm board
Shen$lilig increase,, the relli red bmiing atlnown.
STEP 5: Repeat steps 2 through 4 consideringA-ind in the petpendiciilar.direction.
STEPIS; C)cirrulnte Flrc uaidrunaun rdgktil/Rl1V id[k of braced avtiil paurJs Fur inlel7llllit:10
bra6sle tllo[hfii) tho ushnnarni torgih of,braced wall petrel iv giveu in Table 321 _25,0T. For
coutirtisoklAy sheathed lnnntu method tale mini1nttin vrithh is detrin iisied ttsing Tattle 321.2E-H
J1gX3 lain MILIbe ulaxilnuirl Opellntjt heiilrl adjtccut to III,., pane] and the wall height, PF (Fallsil
Frame) Met Itod: Potial Frame nor rave p3llol hraciag fuay be used with eitlwi the $1l(cltilittent or
coattiln,ousl) rA?ealhed Lraciug ute:b. ds. For hlteimiticni bracing, perT•able 321.:5•1€nattlole
'h', eachff panel (I6 _4",wide per I-igure 321 25-A) cnamm as! :.of n braced wall pruel when
delentlnling crnlrplipuce whit T ablo 321,25-L For Conlinummly Shraiked WAi:InX the umnu'd
Ieagdt of each PF panel116•241- vide potFi)17ifa 321.15-A) in Pert_ catnits l(}vard the Ivipi4cd
total length of bracing ivgnk'ed.
STEP 7: Check that the location of braced wall panels tucam Figirk 32125,C- A braced wall
panel must cart ihiddu 12 % front the end ofthe rectangle side and braced panels miter be
spaced alnairin177inof21'edge'toedge along therectancleside. For intermittent or_cobtiirudus
ntethorts, each PF panel uucting:".lydninriwn reip» red width of Fig. 321,2.5.A courts as a
braced Hall panel when eeahrating compliance w`idl Fig. 321:25-C.
FIGITRE 32115-C
LOCATION OF BRACED W ALL PANELS ALONG A BL'iLDLNG SIDr
� tt n,•,I � rr���
.1rvmrl �-
14 !�
ajL1DEL7
YMll PWfA
NaM.I'11 _ a•eray aos.ea+ar,ler,n ar•rn.
Yidt WW lL hv�•r. trial ai!rr rte nnL,rl
aA br•cedw■0 Pnr,el can 6e nnyitirrg &bet oxe-ti•t£So vex tierce Jamr1
v LR gs
e eE� v$
E go gTo
- qo o �E
ww1
amw��Q w=��
F3��aw goon
e"EBgga 8x�1i
Q e a E @E e
o�nEwP �3Et
�E 4 a
Z
31
�o31
U
J W
U �U
W O
d J r3
In w
�
Z co CZ 0
CL W 0
L
O
U
Q
Z
O
U
Q
LU
W
Z
Lu
7P
PLAN #:
YEOR/mOnrh/
DRAWN BY: JP
PRINT/REVISION
DATE
Monday, A,g nl 14, 2023
PAGE
-WINDOWS SHALL BE SPECIFIED
BY OWNER, UNLESS OTHERWISE
NOTED.