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<br />
<br />WINDOW BUCK
<br />
<br />12
<br />-rYP)l VARIES
<br />
<br />i
<br />PHE ENGINEERED wb TRUSS @ 24" O.C. MAX.
<br />15 L8 ROOFING FELT '(SHINGLES) OR 15 LB FELT
<br />UNDER 901 HOT MOP (nLE)
<br />HURr~ICANE ANCHOR @ EACH TRUSS (SEE ELEVA TlONS)
<br />W/ METAL PL. UNpER EA. TRUSS
<br />
<br />-SHINGLES OR CONeRE TE llLE
<br />
<br />/ 1/2" CDX PLY"'. 000 or~ 7/16~" O..S.. MIN.
<br />
<br />ELEV. VARIES !
<br />
<br />t
<br />-DRIP
<br />
<br />
<br />FASCIA BOARD
<br />
<br />-8"x16" KNOCK-OUT BLOCK
<br />wi
<br />
<br />
<br />_.._~
<br />
<br />
<br />
<br />BLOCK WALL BEYOND
<br />
<br />
<br />fILL CELL W/ #5 VERTICAL
<br />
<br />D.H.D. RECESS
<br />
<br />
<br />EXPANSION JOINT"
<br />#5 CON r.__S_8~' -"',RI, -.j'
<br />~ ! I r;j3 1/2" MIN.
<br />
<br />. -L~: -IA\ \" \ t> --~~~T"t-r"'ri
<br />co ~ /' 7)"""-- I \ J ' '-/./ "''//'- '/ .9
<br />/, / ~<_L,.,~ . ' /,/ /,,/ /, ~
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<br />"{;y;~ /, " ,-' "'- '" ~~? '", '- ~ ~" .
<br />''''-. /r>>/~(/;;/1~
<br />(2) #5 CONT~ ." I
<br />1 ..4 I
<br />.{ .{
<br />
<br />{3) 1/2"'b x 6" "J" BOLTS
<br />
<br />PRECAST LINTEL (wi (1) #5 CONl
<br />FOR OPENINGS GREA 1ER n1M~ 6'-0". SEE
<br />PLANS FOR ADDITIONAL REQU:RED REiNF,)
<br />
<br />CaNT. WOOD TRIM
<br />
<br />_./
<br />r'"
<br />I-~L - \ -- -11/
<br />~ Y
<br />I
<br />I ------ALUM 'M~mOW
<br />: /-CAULK (i) EA. WINDOW
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<br />, PRECAST CONC SILL
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<br />tl
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<br />JAM&I - I
<br />
<br />
<br />[J
<br />';
<br />
<br />2"x8" P. T. WOOD
<br />
<br />iYPICAL C-;ARA~r~ DOOR R~CZSS
<br />
<br />
<br />DOOR AND CONNECnON PER
<br />GARAGE DOOR MANUFACTURER
<br />TYPICAL. c:;ARA6~ DOOR TRACK MOUNTING DeTAIL.
<br />SCALE: .3' :=l-r::o" ~
<br />
<br />"s" MORTAr~
<br />
<br />TYPICAL.. SSCTION THRU WINDOW
<br />
<br />,~ ".I! 7 ------ ....---....,..-- --,'- - -.. "~~.a'I.b.- ,,,.... ......
<br />SCALE: .3/4"=1'-0"
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<br />ecAL!':, N.T~.
<br />
<br />TJ1. Of:
<br />~ I -
<br />J .s C.M.U.
<br />~"F r
<br />: : -DOUBLE 2"x4- P.T. S1lJD
<br />L_.. r
<br />p,., T
<br />~ (,
<br />L lJ
<br />-r IT
<br />:__.~ 1/2- x 6" nJ- BOLT
<br />JlIEt' I r, ..---2-x4" P,T. PLATE
<br />I '1'
<br />Y I
<br />:. _~_<I ~~' 1 '. ^ ----l
<br />. II . f\
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<br />
<br />t.~:-.~ - ~>-r:-- --:.~ ; ~ :;~~~~~
<br />
<br />
<br />
<br />/, /, /" /, /, /, /.
<br />i=RAME WALL TO C.M.U. WAL.L CONNeCTION
<br />
<br />W'NF
<br />, l ~_ / J-- '~'-
<br />ti~~~----:,--.~~t--'~.--~~.--= i~~~~~1'-J 1/1' "'~ d
<br />
<br />. 'Ykf~~--77~~ -'7) >f.LX.L/ '-
<br />'J~~<"0/~~~ ~ "",-Y N01T.
<br />(2) #5 CO~ r. j/)>Y/');//)r,'i)j/ HILll-'1/2"1ll K'MCK BOLT iI
<br />'.vI 4 J/4- (M8ECMENT MAY
<br />NOTE: 8" I " - 4" 8" BE U~ED iN UEU Cf"' ANCHCR
<br />SEE rWiCAL BEAPING WALL @ STlP;( .(- BOLTS.
<br />FOR ADDITIGNAL INFORMA TlON
<br />TYPICAL INr::RIOR SE;;ARING Uh\LL :fZ'\1
<br />c..r_ ^LE.. 3/4":1'_'1'1' " '5;:1. )
<br />'oJ ,1-0 I&' SC.L".LE: ~/41\:1'-01\ ~J
<br />
<br />2500 PSI-
<br />CONC SLAB
<br />6X6 Wl. 4XW1.4 WWF
<br />OR FIGERMESH
<br />
<br />(1) #5 VER T. IN FllI_ CELLS
<br />l.Ll ----- (SEE FOUNDA TION PLAN & NOTES)
<br />.u
<br />z __
<br />::i cr 4 "x4" IN SPEC nON POR fAT
<br />':0 U) ________ EACH FILL CELL TYPICAL
<br />N
<br />0..
<br /><'{
<br />.-J
<br />
<br />-t- fI
<br />LOAD Bt:ARING CR-
<br />EXTERIOR WALL
<br />
<br />...~
<br />
<br />ep
<br />
<br />ELEV 100'- 0"
<br />
<br />TOP OF SLAB
<br />
<br />6
<br />
<br />.~J NOtE:
<br />~. ,I FILL ALL CELLS BELCW GRADE 'M1EN
<br />~ 'M~EN SIT~ WALL IS (,REA TER TIiAN
<br />~ I 24" 81) T LESS n1AN 40" ABOVE GRADE
<br />
<br />--"-t-
<br />
<br />#5 CON T.
<br />
<br />,{
<br />
<br />,'- 4-
<br />
<br />TYPICAL WAL.L SECTION
<br />
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<br />SCAle: 3/4" -1'-0"
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<br /><9"
<br />
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<br />10d
<br />
<br />"5 REINFORCING BAR-\ .
<br />
<br />NOTI:
<br />PLA TE LENGTHS MUST BE
<br />A r LEAST 8'-0" LONG. TYP AL
<br />
<br />
<br />,
<br />
<br />j
<br />~
<br />
<br />~5 STD. ~@. HOCK
<br />
<br />~_.~""r- .,..--..." ._--~ -:-r---:: -1r-r
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<br />TOP PLAtE SPLICE DETAIL
<br />
<br />SCALE:ll/1"sl'-0'1
<br />
<br />\.",_.~,..",...__w.. ...._'_ _....___
<br />
<br />~
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<br />RECESS FOR s.G.D.~AR" _
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<br />(2) #5 CaNT.' /,-",", ",,-" "1" .
<br />4" 1'-4" 8"
<br />{ ,-----{
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<br />TOP PLATJ
<br />
<br />
<br />2":<4" STUDS it 16" ole
<br />
<br />SLAB STEP <t R~CESo
<br />
<br />
<br />2"x4" STUD 6 16" ole
<br />
<br />~ . jWWF
<br />
<br />
<br />
<br />
<br />1"/ (1) #5 CONf
<br />4" a"
<br />- .-(
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<br />2"x4" P.T" PLAT~
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<br />{J)J..t"=
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<br />
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<br />---- ---- -0+-- - - - ---
<br />.
<br />
<br />iYPICA~. THICKE;NED SLAB ED6E rD_
<br />i SCAL.E: 3~1,,1'_e;" ~
<br />
<br />I
<br />
<br />TYPICAL. INTERIOR NON...eeARING
<br />5CALE: }~":1'-0:'
<br />
<br />"1"~ .'V.. ..--4 --r-
<br />
<br />--
<br />
<br />2.x4- STUDS @ 16" Ole
<br />
<br />NOTCH LINTEl .M-iERE REQU:RED \
<br />FeR CONCRE1I PLACEMENT
<br />
<br />E-CONC. BOND BEAM wi (1) #5
<br />. D, -~[~'_':-L-.:.~~_[~l ~}_ . '.J3-
<br />
<br />1r )~T-~'~'-S:D,~~.df~:~K~ E~'
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<br />-J ~ Lpr-<.EU,-ST lIN1EL wi (1) #5 CONT. ~I Jt
<br />~J.., ~111 (LJSLESS NOTED Oft-ir:Rf,'SE) Iti
<br />TT11 +1, r
<br />1 OPENING
<br />r~ .l.p-
<br />.1 II I
<br />~! fir -1
<br />J ~ "CLEO CELL W/ (1) #5 >1:RnUL-1f I~I
<br />
<br />} 2S" M;N.J:-_~___/
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<br />I_~._-_._------._----_.-----------_--L.___.___~
<br />~~('r"'--.~,".""~T.,~~----:--~r""'''''_.~':~..:..j. . .. &.........J
<br />
<br />
<br />~'5 REINFORCING eAR
<br />
<br />'\
<br />
<br />.
<br />
<br />
<br />
<br />~~AF:'_,~-1.!~g
<br />
<br />
<br />WINDO'
<br />
<br />PC CONC. SIL.L
<br />C.M.U.
<br />
<br />r 22:.J.<'~clAP---r
<br />
<br />
<br />,,---- ~-_. -- -.---.-- -- --.-.. -~. ..-. -~.- --"
<br />~~_.......~__..;..."""oI'-'-"" ..."".... ._^....Joo.__......_ *""---...-.-::r------~~~
<br />
<br />I ...\:p OR~:~RCING ~AR
<br />
<br />#5 VERT. I.~ FILL CELL
<br />
<br />
<br />,s3 4 ,sA bAh:l S~l.IC~
<br />~"'<L.III' ~ '--.e:..c.-.....r-_.. ..--... .
<br />
<br />
<br />t:iO~
<br />CD Fill. LINTEL A~D ALL CELLS ABOVE liNTEL.
<br />o \I(RIFY THA T .ALL REINFORCEMENT HAS BEEN PLACED PROPERLY.
<br />
<br />PT WINDOW BUCK A Tr AC~~ED
<br />WI 8d NAILS ~ 8" o.c. MAX
<br />AND PL 2000 OR EQUAL
<br />GLUE
<br />
<br />, J6" ";~. LAP------r
<br />
<br />
<br />~ ~t.:;,;r-",:...:\.;-7,;,""....r.'~-.: :c~-.7.:"'"-,..- :.-.0-:::-';-0' r.- xx,
<br />~. I ...._ "'...... ..... ........ ....--.A......
<br />
<br />
<br />~ REi~FORCING BAR
<br />
<br />-I Yt-""IC ^ L_ I !'" i..,....dl 'C-I" -M:::::tLY
<br />~" __ ~. i '" I t=~.. 1-\ y C:='l I ;.,...;
<br />
<br />~=~~~~~0ffi
<br />
<br />ecAlEr N.T~.
<br />
<br />~
<br />
<br />st6 LAP ~L.rc~
<br />~'---J --~- .~~--.... - ~.l::
<br />
<br />SIMPSON SP1 @ GOTfO, ,
<br />& SIMPSON SP2 @ TOP
<br />PLATE
<br />
<br />- 2" x 4" S ru D @ 1 6" 0 I C
<br />
<br />1 12"~x8" ANCHOR BOL T @ J I( Olc
<br />wi 2"~x3/16" PLA IT WASHt.r-< TYPICAL
<br />
<br />
<br />SIMPSON SP2 ..
<br />( TYP.)
<br />
<br />
<br />--
<br />--- ----
<br />~--
<br />
<br />2-$IMPSON LSTi\18 ..
<br />
<br />
<br />SEE UPLlf=T SC~~:::DULE
<br />FOR UPLIFT COi'<NECTIONS l
<br />i'.
<br />,
<br />
<br />
<br />
<br />16d NAILS @~
<br />16" o/e rrP.
<br />
<br />2-RONS l6d NAILS STAGGERED a
<br />16" o/e EACH FACe: OR J-f\C""'S
<br />'6d NAILS STACC.t:RED tl 16" Ole
<br />FOR 2'xl0" CR GREA fER HEAC~R
<br />
<br />SIMPSON SP2 CONNECTeR
<br />
<br />DOUBLE HEADER w/ , /2"
<br />Fll TCH PLA It
<br />
<br />2-d" STUDS Tyr=>o
<br />
<br />
<br />2"x4" STUDS 0 16" O/C
<br />
<br />
<br />SINGLE 2-x4"
<br />CRIPPLE $T1)D
<br />TYPICAL
<br />
<br />
<br />(S!~PSCN HD2A VI 5/8''-'
<br />HIL TI K'.JIK BlJL T J/ ANCH8R
<br />VI 6' D1l3EDM[NT UNO,
<br />
<br />o ~ P. T. 80 T. Pl..A rE
<br />o/)~? ....
<br />
<br />~/~~ ~
<br />
<br />(1) #5 VCR T. IN FILL CELLS --~. [..1
<br />(SEE FOUNDA TION PLAN & NOTES) ~ q LJ- __'-<-
<br />
<br />4"x4" INSPEC nON paR fAr ~ ~F) l= I
<br />EACH FILL CELL TYPICAL -=-~ I _
<br />.:J..-
<br />-:cr --r: 2
<br />~ ~I
<br />6x6 W1.l'txW1.4 WW~ . ~! ""1'
<br />0- OR FIBERMESH--.l_ .-'1
<br />
<br />
<br />
<br />
<br />6 MIL VAPOR 8ARRIEf~ ~'\ <,( ~ ~. ,,~~ .91~
<br />'" "1" c.. .'" ^y/.... " ~12
<br />
<br />CLEAN POISONED AND COMPo /: :V-~~" ~---{
<br />SOIL. (COMPACTED TO. 95% MODIFlE~/)~,>~'" STD. 90' HOOK
<br />PROCTOR ASTM 0155-.') I (S[E DETAIL)
<br />\
<br />4" I 1'-4"
<br />,( -(
<br />
<br />
<br />(2) ROWS OF 2x BLOCKING
<br />AT TH:RD POIN TS
<br />
<br />H~AO~R O~iA[L
<br />
<br />NOTE:
<br />Hi TI 1/2-</J nV1CK GOL T II
<br />\V 8M MIN. EMl3EDMEN T Mi\ Y
<br />E:~ USED IN LIEU OF ANCHOf~
<br />GOL TS.
<br />
<br />· UPLIFT CONNECTIONS REQU'f~ED AT
<br />LOAD BEARING WA~LS
<br />
<br />I
<br />
<br />, TO THE BEST OF THE ENGI~EER'S KNONLEDCF: AND BEliEF, 1H[
<br />S TRUCil.JRAL PLANS AND SPECFiCA no,,,, 5 CO.APL Y 'M TH TH[
<br />STANDARD BUiLDING CODE, SECTION 1205 FOR 1ea rnph 't.WD
<br />lONE (1991 EDI nON),
<br />
<br />r' /2",",x8" ANCHOR BOLT 'j} a 4" o/e
<br />w/ 2"~.d/16M PLATt: '\'YASHER TYPICAL
<br />OR SIMPSON MAS MUDSILL ANCHOR
<br />@ 48" O/C '\Iv/ 6- 10d x 1 1/2"
<br />" /WWF ~
<br />.0-"-1' I I' L ~"'r
<br />."<TJ t ---'$ -----.-;--->->--1 r)
<br />-.. t . . I .... A :r-~7:'"7'1 ~
<br />'~I J t-...:-----=~-=-:.:-- ~'- 'J A' A ~. / ~'((/., J 1/2" MiN.
<br />1 (3 1/2" M:N >~~~ ( · ~ >'\
<br />'\0/:t,;/t~:~Y,/~7~ ~.
<br />. ~ / }r~~/' /"
<br />
<br />(2) #5 CON. 4" 1'-4" 8"
<br />..f-.( .(--(
<br />
<br />oimpe;cn Streng.. 'n e
<br />MA82~
<br />
<br />. THIS eRA'MNG AND DESIGN 1$ VALID FOR 12 MGNn~s AFTER T,,[
<br />DA TE IT IS SIGNED AND SEACED,
<br />
<br />, SIGNED AND SEALED FOR THE STRUCTURAL PORT:W CF
<br />THIS DRAWING ONLY.
<br />
<br />SIMPSON
<br />
<br />
<br />
<br />",. .
<br />
<br />.
<br />~ .
<br />1 ,-..
<br />1./-
<br />a_I:;
<br />
<br />,--
<br />~
<br />
<br />--~- -
<br />
<br />. --_._.10'----.-9
<br />
<br />10
<br />
<br />~rJ D ANSCO
<br />~'.1 ;) ENGINEERING, f..) A"
<br />F.o. eox 3~\6 - AFOLLO er-Aa-~ - FLtX<JDA - .3~12
<br />r=1-iCl'J.E .. (8\3) 64a (l)1bb F,,\X - (813) 6-0 64~
<br />
<br />AL TE;RNAiE MONOLliHIC. ;::OOTIN(:"
<br />
<br />iYPIC"~L 8k;ARIN6 WAL.L '@ STEP
<br />
<br />
<br />
<br />....... ~:
<br />
<br />--1-
<br />
<br />.. '-- '. -------
<br />
<br />SU~ll'I":R HILL DUILDEUS
<br />
<br />OCALt: NOTED 1
<br />DATE 1113/0.1) __ISLAND
<br />\)' \~f.> SEe-nONS, DETAILS, NOTES
<br />
<br />SCALE: 3~1\,,1'-0"
<br />
<br />-- 'DRAtl.N - eK,t.~
<br />FILE = 120SSTD2
<br />
<br />SCALE: I/"':l'_~'l
<br />
<br />950779
<br />
<br />62
<br />
<br />-------~--
<br />
|