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END CONDMON-I
CONDITI
N 2
ILP',ACM WALL LIKE •
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aRACED� #
f }a a IParrs paned: 247 liar braced wall i-trcw shsaheri with
d sinintwel panels
32-for braced wall lines sheathed wtth
tS J ,s;°,iuGt#tt"'i 1"5#`31DHr.7'
.r .,: P Di+ neeD: 24 far b ae � lines ar�ised-,ti l
s 4 $ t3 tura pars.
" ''f 'g a?rt rand-w Meese sheathethidb
-
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1 — l:ttllrl t s ti lbs capacity wed'bias edge of the '
3 LF3 ' - F TBR 13 ' dams: - bladed wall panel'dissimilate comarand
PANa. y to tefoto:Won arlic rrfia€ning below
' MD commotts sm SPACED WALLIINSSAIME C _ a
continuously sheathed braced wall Tines_in adedtbm to of the w sords below,wood sty :panel
regain'i tha ements 0f M ti la:etral support shall be sheathing exmnctmg above the top pie as
provided fu rafters and. c "jam in ce showdinFit,,ae R602_10_82(3)shall
02.8 and for trusses in accordance
Sectiont -shall be provided ease web �-
tz s sZ' inches x 31 and vc -
ja- .
i_ par seismic- Tcr zfvxi s s 13'=Err G wham -,2.=:For Sehsic Etesian.dilmozzieis D srcdD3�,where l<
the cft c efrtmthetop��'� r the stanc offc g v e braced p tl
t if
ai top cf the 3"�i or rooftrussesabove is 9 F } top rafter` Crum=mei I,t
inches(235111m)or 1 N .w between. theinches(387 ) or less,&1 S twe e t
orro - sass net -. ere d orf provided above the
t ac wall braced wail panel in accordance
I -coir of L 'afters or roaf tatsses above is between { O.8 1 _ 1
� ? 5I _ :'here the nce from the top o wall I
9
Brodg between ra:.flms or roof trusses ghwal be - r,a .t:to i �,---,
� ' ae . _ \ plates ofthe cer
` 151.inches(3 '7 \\
,,,,.o.,- fl � 160210 Bla). -Q- 'a,. - anel.d641 anal agar ref
Rxeeption: ere the ontsidelxige of ttuss r-
rical web members aligns with the oatide face ,
2517 tAIEGON-RESIBENTIAL SPECIALIT5: 3E - '
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Table REID ill)mst vitdamme u.i4ory i 30 ftErgiooft,iii ito to
i v TaktrE
A 'i
- -... de.,,10 E.-waahei ,--r4-1117;cedvrAills s'azita.s,bail.b.a s... .;lazi dkectun- _or:a i -st. i -,112 i isr '16;st—ii" '''
ge,i.stary level_ For .as#Ttle errceapx: -acrializaxt-factors.
8:1317 1 tory ! Story I Stern IT Sterto
-1-1=2-.0. .7,-711---CTOR -5«ier:z7411.7..nanZ-Z: i.a-bas-'d Csa,......0.3a-z mds'Zry fdr,i.ilt- .
72...4..-3's-,_-.r,...-3 isreir,-1= a-Cp. C.:Oni3=0. =Wh.,. .-.`".75:D OT:eeZ.--- -"!.,, -.. s th,ar•arfnas) ti i ( J.;
1 4 11 1 ( 1 (
EXp:Silre,LF; -i SIC_,I7=L3 -Z1-it.,./-1.a -3 s' =LO
TE,'` OSM'e C - i story z---II: -2 St.Ctry'---L3 -3 5a:Ty-=1.4 '
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1
71.7..43-,1R.--1 tr.1.1...-4-11-F.A.C.T.13R-....1-....Itsuoasft caWilkkr. 71_&:1-PA' -'111-e33 A "'.77,ti'l mliu,-0,2enti2„..,,:-.zrz I j 1 .F 7 i :7 ;
Suppolt C.loafflias- rt i Roof Eavo. To Ridge -Height 1
I
i - 5A-
1 I b-. 7-CIT.Too Sita.,-of2-ca--3&on,- 1 0.7 1 1.-0- r 1.3 1 1.6 1
I It-&IT of2 Sir ari'StrY of 3 nay f 015 i 1.0 1 L25 f 13 I
-f--',Sy :'3•---- -..:3=.- i 49
-i .1-0 1 ill I ,itli? 4
77:41.,T:-i-=-TriT-FT Ta CTOR- .1...=•,77;adjas'Ment&dal'baged On railing height 1 i 9(1 t icl 1 ,7?-1 151
- F.z 2:1 Cer• f. = 0:00 -0 7-:t .CW:le--.--' 3.95 -10 Ft Ceilin--,--- 1.0
-i 1 FT Caii_n4 ,--= LOS -12 TztG.7.1:.mo.-= 1-10
NO.Ofic BRLUE-i>W.K.1.4_,LS FLt--....etOP,.. .
-••=,-;1 ,--4..r.,...em - --:-?-.. ..,-;-;--...,-178.serd-iNa---rfr-f:we-4.1x2=d-yatt.Kmm i i _1 1 4
-9 Wi11mLfrtss: 1 0 - 1 Wait T.L.1. 130 - 4:WEILLizes:-1:4-5' -5 Wailles: 1.60 I- 1 ( i
1 17- t = I .
TOTAL"- SVDlit ADSCIMM*1 FACTORS I i 1 i ---7
1116K-31373U-017C.: abavealfgaSIIL .fimmis lir ealtztaty;
0
1
gPECIFIC ViLlkal ADIUMBNT FACTORS-Spacifig- t:igild:€iVpef'ofbr€2cing-xye*ihodg or bealdireg coaions:
GiFs-riiviWA-ci,WARD FACTOR-Apply 1-4 najostramat bctOiltejLtilo falkivrjog con -Mons Doc=
--B1- mlethon--is.pitillNMAIIST,T'SBASS,..PCeoraES-aod -
-Cry, az b 0-a rd.'is notgp-filied tn inside fare ofbracedwall panels.. ®awed Wall Lines
® tory
GYPnrwl WALL BOARD BRACING-METHOD-Appb,Ga adjusbnent factor if all°Me following cceditiow=met
-Bmcb.s:ingthoclis GS End.
-33.-.71-171 board'is aitsrlesi-withspacing_atpanol edges,.holmfingtopand bottom slates and
-Bitsoldag is Tovided.at tiltonzootaljointe. 4BrdZed Wail Lines
0 Sttsxy
ON Sw -F4 GYPSIMINVALE.BOAIPT1 FACTOR-IVIRIY2.0adattormentfaearza-ra‘ioliko-goliowilag e 'Emaiitlans are inet
•-:a•acirtentils GB Elf-
-Gyps=boaro..'is only Enaohedionne side. @,„Braced Wan I ines
Story
Haus)DOWN FAL-ao-R-Apply 0.8 affjosonent forint ifacf-die-f ronaions ale mei:
-Braeina-m.vthoOl is DWii,"ilSB;SE,PBS.,..PC2and.R-Mmethods pmt;_
-Liold'al l7,„bulltay or top stAary 02 or 3 stcfiy_baefikas and
-31'hold&win:. leatt.ewIen&offsrattivalpaners oTong-ZelzazezPviallEne.
(#1..Bameed-Waltl.Anos
g Story
("a-ti.- .7eTT-2 WAIL A—c-rima-Apply 1_15 *thetEr if clippie waifs=or
Wan paned soaclag Atoll Be de -to 18 ft See additional Inquire/neat in Section i602.10_9.1
®Braced Wall Lines
_A_Ii itifonsmEion.in 11,79 dor-mL is -a.11,1e -b:A&range- Presetiptive WpIll Bracing' Wcsrksitest 2/13/12 Pal
677/4
:E2 irrfaRg
<1Uf,=1.0 `?1f=v G = �
4 & rr`_3 "1-''a e FACTOR-u rff bin ill Tina a gr. RrfhP-71
25
' 'm 9 citi_ -0' ,,F sse:ee "sx a�`< sF ro O o d=- Wh a�z s Tine aar lies
.r v5.. , �' moils''�'.� arse �+::.xzj�'^=�z �'a����3
b = r e,; _ - rd ....e ad; n s-a. z.1-?aci-4,-,_4:1,----11, in o 602,._
<=.5 t < = TAM < =
Braced Wall Lines
i
Story
(
Braz,e,dY` }roes
@.Story
GIP Y a3-
, .l AL: O.q.._.FS y 15tcarr.3f 1 lr g tsz�.o
$re ing yned dam., PSB; PaP r -EPS ,ri {-y
- Wt_:%-- ic.Gr'y�.^"'S`3-r�yLi4 � . c u �i�z..f, B= -t rit1'Linena
S' I
W 473.. T- R_ pply OM adjusErsent r LFwali liri
ay��_. C"� iti:=1,1:crr walls� s
on each skim)
Bracth wan Lines
.Staa
Roo r 4.#NG ., )LOAD w4, S,.I - zt € ed -f a ff ` to
dead
1 os i and wail suppot n: (Typical CQmpo om cr metal roof covering will have aloof;hal load<I5psf if no ce g finish is
int.:;.ed. The addition of 2.finished ceilingwill iucreaseihe deed load m>I5psfWall .
Sap*•. s. lasoft ..,,1DeailLoad ` Adj.,rseier I
I ItOe plus cc€ -A - >l5pa -!
2
Braced Wall Linm
Story
CPtE/PLE WAIL 333(_ 1p 1-15aditeatflatar i€€lpple was mo
art usei soaping shall be deoraesed to 18 additional recauhvinanis in&dim 602,10.9.1
-4-13-razaWall Lines
WALLS vyrgl,S` ON ORMASONRYVER.NEE
S,.cSson 602 ,n 703.7_ BnIzea'wall lend 4s- ma-the Iesstarequired l 'Table 6£1)71(2)
All infivr7x6ionmfAigliket.W.afftigsubjeata ehatme. Press rimae Wali Bracing Works 2/13/12 a age
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PECPTIVE WALL BR4C124` G WO
w42....xinmeiss =hew ul ,7s-vinf&I-lot
wit 0MIN7,VACTi',73%
I Nanber,..N1 "41
TAB FA2.10.Ln Ems Rt.evarm Wearl a ST ft it mormit 10 ft.ava to ( wan -litrn w li
ñdebbvh^"irtu'Towline pnenpIso direedna on a ist 2riv 3111 ; ist 2ark 4 312
story lave_ Pry a rcoitiansapobytim.
story Story
F=OR ser. 412z-them fra=ar based CS,eICIOS= dtzy heititt.
1
1 /
,7xyso-ze B is r.,,v- eaL Conlynccurs ento opez.=rain v.th as shoreates)
1
E.==tre B -1 stcav,----1.CE - ukO ----1.0
&TOM-a C - stay=12 - story -3 s X).4 1.4
lit t7 ?
:RAVE REFORT FACTOR- s.mlecitii.43,..nitoodif tn • wyrm ttmett=cr."
Support Coo:anon I Roof Rave To Ridge Height
55S- I -c1-6,-re -<1.5* I <2o it
Stay.or1-00 of2-oa-3 Stay0.7 I LO r LB I.6
r Sim of2 Siray 2w•Stray of 3 StryI an LO 1.15 1.3
l="-StrY StwIT 0.9 ,111) 12 1. 31)
WALL..±..tsa( FACTOR-sele -act;ust-t.L.Ient. einr basedon oeigingileight I t I ,=
e =
- Ft 0.90 -9 Ft = 0.95 -10 Ft-Cell:mg 1.0
-IIP = 1.05 -12Ftceg= LID
NO.OAWLL TIF-IS FAcroR
9,,,baatustmaat -basviDa.maibaza----braced wasintaes:
I I
-1 Ws:nines: 1 - Waif Lin.= 130 = W1L -1-14-5• -.5:Walibinem 1.60
TOTAL er.•- WIND_ FAcragsI
1 t
Multintir ell%,g7"-i. above*I-MEM factnIS 5Ery:
sneffice-wpme. t - RA- FACFORS Spa..s*V cer.taLetairmq arfierzeinvnethod-s or bmildirig coneritions:
GYPSTAE W ALI BOARD FACTOR-Apply L4 adjustalsoifactiiELEithe follow:leg conditions ocom
WSP,170,1113.SICP o
-%pm=bawd fro&al3pLid to inside hoe of braced wail pmels... @Braced Well Lines
Stnr
Gp.svii,A.-T,T,BOARD BRACING POD-Apply 0.7 ad factor if all ate ib_long conditions Eac met
araohn.7.method's as end
-Gypsum hoard is tached with espatbg.arpsme/edges inelorroogiopmd bottom 1e and
•Blockhog is provided at eilhorizontal ts. BraWI1 UR*
Stoxy
ONE SIDED GY-PSUM WM.L<BOARD-FACTOR-Apply 2..ri acansiment tansme-Wailrff•the'follonig coro5*inn.are met
-BtatinemathodLis-GB and-
-Gyps=bowdis only attichedlo one side. Itmeti Wall Linos
(41.gory
ROLD DOWN FACTOR-Apply 03 acriusonent hotar ifg_i_lotthefollowing condilloss are met
-Bach=method is Thketi„,WswsEB,....pBs,PCP and IIPS-no5thods and.-
-LiMitediXt Lauy buildings ff.top any of2 CIT 3 stely.b,"
80,Eghold down kstalled at each erdoibreedAraaixneis atongthe bracedmagime.
(41.ft-acea.Wair.Lines
story
=BEE WATJ BRACING-Apply LIS alfinstniantfathir innippla walla ocoor
Wall panel sTacing shall be decreased to 15 31.See additional reqthernents in Section 602.,10-0.1
Brazed Wall Lines
Allinformetioninhis docrment is stdijea:.TO rige. Prescriptive Wail B-i-acin3 Worksheet 2/13/I.2 Pasty
f
s_ AT'-- ' "- , I-mACOS
_` tri.-83 a --= S =Ca...._.,.v-tui Ar
<1.0 ft=1.0 <11 fit..1.1 <I/ft-4.r /
BRACED WALL LEIF SPACTNG F . _ .-l: - y r libmcedvinil rme nth i re t rtb n
'1' j sry g' '.Whemwaflebas-alel
^- i ff ni—io_thdw. Teri e :. '=1` anaional > in Section 602-10.1-5
<25 = _.Cr < A' = 2 <3S r• 1.4.
Bra Wall Lines
@Story
_ Qom,Braced Well Lines
l l< Vii_BO FACTOR-Apri#1. th e if all_be iambs JSs .SC
ai-i a meted ise W&P-,FSIk,PBS,PCP ori
®Ary
WAIL-DB.4DFACTOR-Apply 0285 arg"Ushnettictorffwall dead load Is.is Than or
r to (This=lies e prior walls 4ialt.vpsrma board on each side.)
@ BmcedWsl.Lino
OooYCxs JtrOA7LOAD F TO FOR-WAIL t. , G- ;r. based o - e ;ffe
load anti wall support condition: (Typical compost on or metal roof covering will have a roof died load<ZSpsf if nn wiling finish is
installed. The addition ea finished ceiling-will masse the dead loadt>13 psf.
A t
Roof Only s 15 '
o _ > l 5_25 L "
Roofplus Occupied-Attic. 1>15 p; 25 psf VI 2 f
/ @ Braced.wan Lines
@ Story
CaPPLE WAIL BRACING-,A ly 1.15 adjustment factormaple walls ac
Wall �speotg shall be decreased IS ft.See additional requirements in Section 60Z10.91
-@- 'groll Lines
0-
LS w Lta STONE OR MASONRY WNEER
See Se on 602_1a c 703.7- Braced wall length ahpi1 not be legs thand,by Table 602.12(2)
All ingornxiion in,this dock is subject to change. Prescriptive Well Bracing c z .eet 2113,12 Page