<br />
<br />"
<br />
<br />.-<, ~
<br />
<br />
<br />..: 1<
<br />
<br />
<br />
<br />CQ
<br />,
<br />N
<br />'t
<br />
<br />iE' ..
<br />
<br />
<br />12 X 12 WI2 ~""\..
<br />
<br />2 . 2 X a:----=:::.: - ~
<br />
<br />( .
<br />
<br />
<br />!, -'.
<br />
<br />; .
<br />
<br />
<br />
<br />'1~"" ..
<br />:.~r}~,'." o-
<br />F";"';' ....-
<br />.:lj.:.r.\'..
<br />~h".f' :;
<br />
<br />
<br />:.
<br />
<br />
<br />- ,
<br />
<br />" .,j
<br />
<br />-~~
<br />
<br />f
<br />1.,4/1
<br />I
<br />
<br />~
<br />I
<br />~
<br />
<br />t
<br />~
<br />I
<br />~
<br />
<br />. .
<br />· 'j
<br />I
<br />I
<br />I
<br />I
<br />~
<br />.
<br />~
<br />I
<br />I
<br />
<br />O-1L ·
<br />t .
<br />. .
<br />
<br />~
<br />I
<br />
<br />;,.
<br />
<br />L
<br />
<br />~
<br />I
<br />
<br />'t
<br />
<br />.
<br />~
<br />I
<br />
<br />~
<br />
<br />~
<br />I
<br />
<br />'t
<br />
<br />.
<br />'t
<br />I
<br />
<br />r
<br />
<br />0-1
<br />I
<br />
<br />...J
<br />W
<br />~
<br />0..
<br />Ci
<br />1:
<br />w
<br />~
<br />
<br />r
<br />
<br />.
<br />
<br />
<br />it... ..,
<br />
<br />....t.".,./.,,",-
<br />
<br />7.:,'
<br />
<br />
<br />21'. ~"
<br />
<br />1
<br />
<br />
<br />f 1'.11"
<br />
<br />r;i
<br />
<br />~'.8"
<br />
<br />fr
<br />
<br />~'.8"
<br />
<br />. .
<br />
<br />.
<br />
<br />.
<br />
<br />.~ ~~.~,
<br />
<br />r~
<br />~
<br />&
<br />~
<br />
<br />I r-l
<br />I I
<br />I I
<br />I I
<br />I I
<br />~. I
<br />
<br />.
<br />-~--~
<br />
<br />.
<br />
<br />-JL ·
<br />-----'--------
<br />
<br />!/lX 8
<br />ANC~CR
<br />BOLT
<br />
<br />_~ 10~.r,t)r,t)'
<br />
<br />
<br />.
<br />
<br />.
<br />
<br />IO:!
<br />-;1:tJ
<br /><J)...J1:
<br />o.:<J)w
<br />~OCi
<br />~~1:
<br />Nl:11O
<br />. tJ ~
<br />0.. _ ,
<br />w:t.ntJ
<br />Wf-~O
<br />OW 3-
<br />= f- N
<br />!:j~~:
<br />X~-'Il
<br />;- 8~
<br />'" u-3
<br />
<br />/-
<br />
<br />4'.8'
<br />
<br />:;'.r,t)"
<br />
<br />~
<br />,
<br />
<br />~
<br />,
<br />
<br />~01..411
<br />
<br />, ,
<br />'~"
<br />
<br />~ '
<br />
<br />~
<br />
<br />!I=OUNOAiION
<br />
<br />51
<br />
<br />:;3'.4"
<br />
<br />".0"
<br />
<br />_ T",o
<br />
<br />
<br />~ ill.C.
<br />
<br />s
<br />
<br />..
<br />
<br />~
<br />
<br />L,!I"",.
<br />
<br />CQ
<br />I
<br />
<br />~.
<br />
<br />'.j..: .~
<br />
<br />. . .
<br />
<br />~~
<br />I. '
<br />~
<br />,
<br />
<br />28'.~/I
<br />
<br />r
<br />
<br />~'.4"
<br />
<br />!:j
<br />
<br />...J
<br />W
<br />Z
<br />1:
<br />0..
<br />b! Ci
<br />I 1:
<br />i- ill
<br />];
<br />
<br />ltt
<br />
<br />:,31.A"
<br />
<br />.
<br />
<br />o
<br />
<br />I
<br />I,
<br />L~
<br />IlJ'--1
<br />I L-,
<br />II I
<br />I, I
<br />~III
<br />II I
<br />, 0
<br />I I
<br />II I
<br />II I
<br />II I
<br />IL__L/'/
<br />___J
<br />
<br />3'-8"
<br />
<br />~
<br />,
<br />
<br />~
<br />I
<br />Q
<br />N
<br />
<br />&
<br />
<br />-1
<br />V
<br />
<br />I
<br />I
<br />I
<br />I
<br />L
<br />
<br />." '.
<br />
<br />
<br />".:.
<br />
<br />
<br />"i' ",.'
<br />
<br />f
<br />
<br />".3"
<br />
<br />.~~--f
<br />
<br />5~EAR PANeL
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />'r-
<br />
<br />
<br />I-
<br />I
<br />I
<br />I
<br />I
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />f,
<br />
<br />CQ
<br />I
<br />;n
<br />
<br />~
<br />I
<br />;,.
<br />
<br />~
<br />~l
<br />
<br />N
<br />I
<br />
<br />.n
<br />
<br />q
<br />
<br />~
<br />I
<br />~
<br />
<br />
<br />
<br />CQ
<br />I
<br />!:j
<br />
<br />,
<br />
<br />\1'-0"
<br />
<br />~ 2'-8"
<br />,
<br />
<br />CQ
<br />I
<br />;,.
<br />
<br />[8'-8"
<br />
<br />z
<br />~
<br />o
<br />()
<br />f-
<br />
<br />
<br />...J
<br />W
<br />z=
<br />1::l
<br />0..-
<br />Ci~ CQ
<br />1: >- I
<br />WI- .n
<br />:t
<br /><J) 3'.4"
<br />
<br />1 ----J-
<br />
<br />.
<br />
<br />-1
<br />I
<br />I
<br />I
<br />J
<br />
<br />. .
<br />
<br />'~'.~"
<br />
<br />23'.4"
<br />
<br /><;'.4" f
<br />
<br />
<br />----f
<br />
<br />--~-----------)I
<br />
<br />~
<br />,
<br />
<br />T~E a~ILDER 5~ALL VERiFY mAT T~E
<br />FOuNDAT!ON BEARiNG OOfL I-JA& A
<br />MiNIMuM LOAD CARRYiNG CAPACITY OF
<br />2.(?)(?)r,t) POuND5 PER &QUARE FOOT. IF A
<br />Le5& &OIL BEARING CAPACITY EXI&T&,
<br />OBTAiN T~E ENGiNEER 5 RE5FON5E
<br />BEFORE Po...RiNG FO\.JNDATION FOOTiNG,
<br />A& FO.lNDATION REV!&ION5 WILL BE
<br />ReQUIRED . T~E BUILDiNG CFF:CIAL MAY
<br />DETERMINE ON i:\&PECTION TI-lAT FOOTiNG
<br />EXCAVATION5 REVEAL &O\.iND ViRGiN 50lL
<br />&UITABLE FOR FO\.JNDATION FOOTINU5.
<br />~15 &IC::N.CFF IN 5UC~ CA5E& 1.1JILL BE
<br />ACCEPT ABLE.
<br />
<br />f='J..AN
<br />
<br />r~""~ = SHEARWALL (SEGMENTS)
<br />(SEE PLAN FOR LENGTHS)
<br />
<br />~._,
<br />
<br />~
<br />I
<br />
<br />N
<br />'V
<br />
<br />~
<br />.
<br />
<br />~
<br />
<br />~
<br />I
<br />d,)
<br />
<br />
<br />-.,,.
<br />
<br />
<br />,I '. ',..;..
<br />
<br />
<br />~,.,~; ,
<br />
<br />
<br />" "';-: ,'~. '.."; .~
<br />
<br />.~-" ' -
<br />
<br />"'J:. ,f,.:',:. ..'
<br />
<br />',: ~-'&i~
<br />
<br />
<br />
<br />..
<br />
<br />~EE ELEvATION6 ~
<br />FOR ROOF 5LOF'E
<br />
<br />e~INc,L.ee peR 8PECIFfCATION$ oveR ~
<br />'II:' ~OOFING FEI. T ON In" cox PI... '(wooo I ....
<br />e~EAT~ING WM.CI.IPe (NAILEO PEIQ TABL.e I)
<br />ON PRE.ENGINEeREO WOOO TRU$$Ee . 241'O.C.
<br />
<br />FO~ ~Ar<OWA::<E elZE A\lD
<br />LOCATION eEE ROOF PLAN
<br />AND DET AILe el-<EET6
<br />ALUM. DRIP ECC,E ~
<br />2X~ 6ue FA6CIA --
<br />I
<br />
<br />ALUM.FA6CIA l
<br />oOFFIT
<br />
<br />
<br />"- :, a" or In" co OIQ'(i,UALL clc"
<br />
<br />TOP co...::<ee a"x a"
<br />x!~" CONC. /lU" 6LOC<'
<br />FILLED W/CONC.
<br />RE-INF. WII ~ REBAR
<br />CONT.
<br />
<br />TEXT\;RED 5TUCCO OVER CMU'6
<br />
<br />AT LOCATiON;; ohOWN
<br />ON FLOOR PLAN
<br />FOUR. FILL eLK. CE,-L
<br />vERTiCALL Y WI! jI~
<br />REBAR CONT. TIED TO
<br />TOP COURSE REBAR
<br />. TO ~HEEL iN FTC,.
<br />
<br />OR
<br />
<br />EXTERIOR olDING OvER
<br />1 X 2 PoT. FI,.iRRING .., ~~" o.c.
<br />
<br />
<br />112 II GYPoUM DRYWALL
<br />OvER I X 2 P.T.
<br />FURRiNG 61 16 II o.c,
<br />WITI-l iNoULATION
<br />PER oPECIFICA TIONo
<br />
<br />'"
<br />
<br />~
<br />
<br />lIS OWL,
<br />wi :(2)"
<br />o T D. !-lOOi<.
<br />
<br />a X 8 X 16 CONCRETE
<br />eL.OCKe
<br />
<br />FOR FOOTER olZE AND ~
<br />I-IAROWARE oEE DETAIL
<br />Si-IEET6
<br />
<br />2~~0 pel CONC.
<br />6"x 6"x Jftl/!0 C.W.W. Mee~ REINFORCINC,
<br />
<br />6 MIL. vAP. 6A~RIER
<br />
<br />~I j i"r'f='ICAL. WAL.L. eECilON
<br />
<br />. .
<br />~ .
<br />:i
<br />-,.
<br />to'
<br />
<br />TOP COURoE
<br />8"xa"x~6" CONe,
<br />i<..O. BLOCK WI
<br />FOURED CONC, 4
<br />I~jr:> REBAR CONT,
<br />
<br />PRECAoT CONC.
<br />LiNTEL WI
<br />RE -INFCRC iNU
<br />
<br />. ." .
<br />. .... . I'
<br />'. 0 '.~";
<br />
<br />
<br />
<br />ALUM. WINDOW
<br />
<br />_ MARBLE 61LL
<br />PRECAoT CONC. SILL
<br />
<br />
<br />ENGINEERING CERTIFICATION Ot
<br />S fRUCTURAL COMPONENTS ONLY
<br />
<br />~I j 1-10~. eECilON
<br />
<br />I heroby cortify thai I have performed
<br />the attached doslgn and it Is in
<br />compliance with Section 1205 of the
<br />Standard Building Code.
<br />
<br />2. 2X4 TO CeiLING
<br />TP4X eoTTOM
<br />/QT 24 TOP
<br />I/IX 8
<br />ANCI-lO/Q
<br />I eo!.. T
<br />
<br />I /QT 24 TOP
<br />1= MA&oNRY FRAMe CONNECTION
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />
<br />
<br />,;.~
<br />
<br />, '-~,>(" '~. ,-.o;l"~,
<br />'... ,.
<br />
<br />
<br />
<br />~;
<br />
<br />W
<br />I-
<br /><( "
<br />o ;'J "..
<br />
<br />V)
<br />z
<br />o
<br />Vi
<br />5
<br />w
<br />a::
<br />
<br />.: ~..
<br />
<br />
<br />tI)
<br />(J')
<br />""
<br />o
<br />'-
<br />"
<br />
<br />>-
<br />>- co
<br />co Q
<br />
<br />~ ~
<br /><{ lLJ
<br />~ 0
<br />
<br />
<br />c.oco
<br />c.,c.o
<br />C't')l'..
<br />C't')l'..
<br />I I
<br />coc.o
<br />CQO')
<br />l.t)l'..
<br />I I
<br />-... -...
<br />'t-~
<br />~~
<br />0')0')
<br />'-'-
<br />
<br />t.\.
<br />=s
<br />o
<br />~
<br />~
<br />
<br />~.
<br />. ,en
<br />. ....
<br />tA,
<br />~
<br />fit.
<br />
<br />(5 tI)
<br />tIi <<-)
<br />~ ~
<br />I q ~~
<br />(f) ~~~E
<br />~<<-)~'"<~
<br />-1 ~~~~
<br />0... c... ~'< ~
<br />W~~ l ~
<br />~~ ~
<br />if) Atij~~
<br />:=)r...;~c~
<br />o ~Ci)E::~
<br />I -.c~;::s~
<br />":"o~::;:
<br />I ~ '<t)
<br />~ ~
<br />:::;> c
<br />~ c ~
<br />8 '"< ~
<br />
<br />~
<br />~
<br />~
<br />~
<br />~
<br />~
<br />~
<br />~
<br />
<br />~
<br />t:
<br />o
<br />...
<br />d1l
<br />
<br />~
<br />e..
<br />~
<br />~
<br />b
<br />~
<br />
<br />o
<br />N
<br />N
<br />
<br />..d
<br />0..
<br />C:J
<br />
<br />
<br />w
<br />o
<br />lL
<br />~ J
<br />~ ~ ill
<br /><J)
<br />a -1
<br />:r LU
<br />o
<br />o
<br />L
<br />
<br />7-
<br /><I
<br />_J
<br />fl
<br />2
<br />()
<br />I-
<br /><I
<br />()
<br />2
<br />:l
<br />()
<br />11.
<br />
<br />PROJECT NO.
<br />~&41
<br />
<br />DWG NO.
<br />e1
<br />
<br />
|