Laserfiche WebLink
<br />t <br /> <br />.. <br /> <br />r-'- <br /> <br />.......-_~---~~~......;:;.~_~....___"'JE"~-_'-.:::.~.:=.r~.r>>"'3;a.>.,.,. <cI~~~ --"~~"';,~~~"\:~~~~__ <br /> <br />iiiiiilI' __ .......... --- - - JIDiiiiiiiiir <br /> <br />-- <br /> <br />2"X1<J P.T. S.Y.P. <br />Ledger Beam fasten <br />to solid filled CMU <br />w/1!2"<J bolts @16" O.c. <br />w/4 min, embedment, <br />Typicai. <br /> <br />-/'.... <br />/ <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />/ <br /> <br />" <br /> <br />- - <br /> <br />:" <br /> <br />- <br /> <br />--r- ~ <br />,-,~ ,~ ,~~ ~~ <br /> <br />,....-- ------ -- <br /> <br />r --"--'-- ___'___,__,__u_ -,...---- <br /> <br />------------r -- --,-, / "-- '_m_u_' --,--'--- <br /> <br />----- -1 '---1" '.............Iiiiiiiiiii:iii ...... ~ <br /> <br />_ _1 <br /> <br />I <br />I <br />I <br /> <br />2":<10" s,y,P'---<"V <br />Blocking @ -1' <br />4' o.c. typical.' <br /> <br />,.--.. <br />:::> <br />~ <br />L 0 <br />o <br />o . 0 <br />G::~"'" <br />. 0 ~ <br />0.. Q) <br />~~ C <br />viN~ <br />t @o.: <br />o <br />~""'v <br />x,~ VI <br />~~2. <br /> <br />.--..... <br />:::> <br />L <br />L 0 <br />o <br />o .0 <br />iL~"'" <br />. 0 ~ <br />0.. v <br />~t'r C <br />viN~ <br />. @cL <br />o <br />x:0 ~ <br />I 0:::> <br />N , ,,-," <br /> <br />Simpson LUS28 or equal <br />installed per Manufacturers <br />specifications, typical. <br /> <br />l L,_, - -,.,~- '__n________h.. <br /> <br />CJI<', ,""--- <br />, , <br />i K --- <br /> <br />, - <br /> <br />: '....... <br />I I ' <br />i ' " <br />I I ' <br /> <br /> <br /> <br />.. <br /> <br /> <br />I I <br /> <br />~ 1 <br />I t <br /> <br /> <br />I <br />I I I // <br />~-- <br />~_u J___ <br /> <br />// <br />2"X;o" P,T. S.Y,P, / <br />Blocking next to _/ <br />all CMU, typical.. <br /> <br />Simpson W210 or equal <br />installed per Manufacturers <br />specifications. Specify <br />correct skew where required. <br /> <br />[1'-6" <br /> <br />---r- -----,-- ---C- <br />-_. . <br /> <br />, <br />'....... <br /> <br />" <br />" <br /> <br />....... <br />" <br />, <br /> <br />""- <br /> <br />..... <br />"'.'" <br /> <br />~--... <br /> <br />-.-.......-- <br /> <br />/ <br />,/ <br /> <br />// <br /> <br />/ <br />/ <br /> <br />/ <br />/ <br /> <br />- <br /> <br />L <br /> <br />~' <br /> <br />- <br /> <br />~ .......... -- <br /> <br />, <br />=, <br />L <br />L 0 <br />o <br />Q . 0 <br />I;:: ~ ~ <br />.0 x <br />0.. Q) <br />~"t' C <br />vi N . <br />..... <br />I @o: <br />o <br />x.15 ~ <br />t 0 =') <br />N -') ,_, <br />I <br />n 1 <br /> <br />- <br /> <br />-- <br /> <br />- <br /> <br />--- <br /> <br />-- <br /> <br />- --r- <br />t- r <br />, -, ... - - t' t <br />L <br /> <br />-.. <br />i <br />] ,~ <br />_" .J <br /> <br />--- <br /> <br />-.. <br /> <br />- <br /> <br />- <br /> <br />-- <br /> <br />- <br /> <br />,- <br /> <br />" <br /> <br />, <br /> <br />---=---=:La~--=-~~~~~_~ <br /> <br />''\, <br />'- 3 1/2" X9 1/2" Pora!am <br /> <br />'- <br />, <br /> <br />~ <br /> <br />''" <br />- <br /> <br />-=--~-=--=-----=--~~~-=--- <br /> <br />0' <br /> <br />....... ~ <br /> <br />-- <br /> <br />~ <br /> <br />-- <br /> <br />--- <br /> <br />- <br /> <br />--- <br /> <br />I - - -1 <br /> <br />r- - - -l <br /> <br />_, 1 c- ,:--, I_ <br />-t L ::..T" ~n <br /> <br />L _ _ _.J <br /> <br />--- {, ~~I~~ t IL <br />L _ _ _.J <br /> <br />----~ <br /> <br />-- -- <br /> <br />-- <br /> <br />--=- <br /> <br />- <br /> <br />-- <br /> <br />-- <br /> <br />............ <br /> <br />- <br /> <br />r- ' - -1 <br />t j - --, _I <br />,', ,'- L, :.:.J't,- <br />I <br /> <br />L. <br /> <br />I <br />- _J <br /> <br /> <br />I <br />~ <br /> <br />-~ <br /> <br />J 1/2" X9 1/2" Paralam -j <br /> <br />--~ <br /> <br />- <br /> <br />--- <br /> <br />........ ~ ~ ----- ----=-- <br /> <br />- <br /> <br />- <br /> <br />-.- <br /> <br />I <br />-1 <br />i....... <br /> <br /> <br />1 st <br /> <br />1--' -1 <br /> <br />-- <br />---- -., ---- <br /> <br />//' <br /> <br />, r --, i <br />- ,-} l '':''J - t - <br /> <br />---J <br /> <br />- <br /> <br />~/ <br /> <br />-- <br /> <br />-- <br /> <br />"- <br /> <br />/ <br /> <br />- <br /> <br />~ <br /> <br />/ <br />/ <br />I <br /> <br />- ~.~ <br /> <br />5/8"~ Anchor Bolt <br />w /6" min. embedment- \ <br />into Bond Beam. \ <br /> <br />80nd Becm - -, <br /> <br />Simpson I_BPS 5/8 <br />" /' -- or e(~ual Bearing <br />_~" Plate. <br /> <br />~ 1'\ ~ <br />'ll\ 1 <br />" I\,~_~ <br />, ) - ____ 2-3 1/2"X9 1/2" <br />h :; -; 1 Poro)om or equal. <br />~i <br /> <br />~ _:_c~ <br />1 <br /> <br />l.._. ,1 <br />\- <br /> <br />ANCHOR <br /> <br />Simpson '11M or equal <br />instol!ed per Manufacturers <br />specif:cations. Specify <br />correct skew Nhere required. <br /> <br />.:J l7/f <br />,,~ ," , <br />",.,/ , / <br />/ <br /> <br /> <br />r- <br /> <br />H _, <br /> <br />; L <br />'- t- t <br /> <br />_..L-___ <br /> <br />--6. <br /> <br />--. -- .-. <br /> <br />~~/r- <br />,~JORT~~ <br /> <br />..., 1--- <br />~ <br /> <br /> <br /> <br />....., <br /> <br />..... <br />'....... <br /> <br />~------ <br />,/ , /-/-,\, - '..... <br />/ \ <br /> <br />--- -~/' <br /> <br />FLOOR <br /> <br />FRAMING <br /> <br />PLAN <br /> <br />SCALE: 1/4" = 1'-0 <br /> <br />I /1 <br />'-4- <br /> <br />" ' <br /> <br />/ <br /> <br />Pre--Enrjineercd and <br />Manufactured Hip <br />Roof Truss System <br />@ 24" o,c, <br /> <br /> <br />~ <br /> <br />, <br />, <br /> <br />.......... <br />" <br /> <br /> <br />~~.... <br />j <br /> <br />! I <br />i : <br /> <br />i 1 <br />I <br />I <br /> <br />Simpson E'7'A16 w/Tss or e'1ua: <br />installed per Manufacturers <br />specifications, Typical <br />of both interior and End <br />Zones. Typical of all <br />Roof Trusses and Rafters. <br /> <br />/ <br /> <br />Con\entional Framed Rafters <br />of 2" X4" S,Y.P. instal!ed --1 <br />@ 24" o,c, I <br /> <br /> <br />-f- <br /> <br />1 'u 6" --,' <br /> <br /> <br />1 st FLOOR <br /> <br />.. ~ <br /> <br />..-...~.....-.:_...........-~~_.&.....-.:~-'-----'-'---~---- <br />" <br /> <br />...: , <br /> <br />..... :,:." <br /> <br />1 I <br /> <br />; I <br />, <br />, <br /> <br />: I <br />I i <br />, I <br />I I <br /> <br />I , <br /> <br />I I <br />I <br />1 <br /> <br />I I <br /> <br />1 <br />I 1 <br /> <br />I <br />i , <br />I I <br />i <br /> <br />I I <br />i i <br />I I <br />i 1 <br /> <br />2" X6" Ridge Board. -~-, <br /> <br />I <br />, I <br />i : <br /> <br />/- <br /> <br />- _I., <br /> <br />I I <br />__ -1 I <br /> <br />V <br /> <br /> <br />,/ <br /> <br /> <br />ROOF FRAMING PLAN <br /> <br />SCALE: 1/4" = 1'-0 <br /> <br />DETAIL <br /> <br />SCALE: 3/4" = 1'-0 <br /> <br />Simpson ABU44 or equal <br />insta:led per Manufacturers <br />specifications at all intermediate <br />columns. <br /> <br />S7mpson ABA44 or equai <br />instQ:ied per Manufacturers <br />specifications, <br /> <br />r-'- <br />I <br />I <br /> <br />I 1 <br />I <br /> <br />I <br />I <br /> <br />I , <br />I <br /> <br />I I <br />I <br />! ! <br /> <br />i I <br /> <br />I <br />I 1 <br /> <br />1 I <br />I <br /> <br />I , <br /> <br />i I <br />! <br /> <br />i L <br /> <br />r--. -.._ ~.. _ <br /> <br />t,- <br /> <br />f--= <br /> <br />~ <br /> <br />...---- <br /> <br />.-- ~ .... -~-_....-~~.~---~'~..~---~~-------------.,..------'~-~~.. <br /> <br />,llA~ 1l3B:~ _~_.P.::.IM~,",_:.a;:~...~.... <br /> <br />_-= ~""""'JI'W!l <br /> <br />2"XlO" S.Y.P. <br />;1" Ridge Beam. -\ <br /> <br />/ <br />- ,-- <br /> <br />-=-=a <br /> <br />~ <br /> <br />~- <br />o <br />o . <br />G::~ <br />o <br /> <br />, <br /> <br />....... <br /> <br />-- <br /> <br />r- --- -- --- --- -- -- -- -- -- - --- -- - - - -1 <br /> <br />I 1- -- --- -- - -- --- - -- - -,- - --- ---- -- -1 <br /> <br />I i I <br />I I <br />Iii <br />, , <br />I I i <br />I I I , <br />I I 2"Xl0" S.Y.P. I I <br />Blocking @ __ <br />, I 4' o.c, typical. 7\. I <br /> <br />~ <br /> <br />---- <br /> <br />- <br /> <br />-'\'-' <br />~ <br />\ <br /> <br />------- <br />~._------_._._----- <br /> <br />-=z8 <br /> <br />-=-- <br /> <br />~ I <br />-=0==1 =.-.=-,=t <br /> <br />I !I <br />==--=--=T~~=--====~I <br />------,--+- --'-=9 <br />---- I --:\ <br /> <br />-=c--=-=.:t.=-=-=='1' <br /> <br />-----,-1" -,-,-_,_-i\.l <br />, ----i='-'----,I <br />, I <br />1 I \ <br />-:::-:-oo==:i-:.=::..-="-c~i \ 2"X6" P.T. S.Y.P. <br /> <br />=-=-'c=~~.cl-"===o=il /)- ~~eag~[~~:a~/~~'1ti~"<J <br /> <br />~~"~~=~II~ Galvanized Carrage Bolts. <br /> <br />1 I <br />=- -==-_==- r...:c.= - _ - , <br />I I <br /> <br />_-c. --:.::. t --==--=-' I <br /> <br />~ I, <br />- -=-:~~..;;,~~_=,-c-=cil <br /> <br /> <br /> <br />_~=l=~f,~ ~ ~;~~in~:T. S.Y.P. <br />-- r I <br />-, t:=-,.._-, 4t <br /> <br /> <br />=:::_ -c:::::c-= L .c=.c=':':=:1 j <br />r II <br /> <br />--- <br /> <br />\, <br /> <br />\ <br />\ <br />" <br /> <br />-===-~~---..........~~.......-~ <br /> <br />li <br />. t <br />>- ,t <br />viN <br /> <br />I @ <br />o <br />~~ <br />x.~ <br />t 0 <br />N, <br /> <br />- <br /> <br />~ <br /> <br />~~ ---- ~ <br /> <br />- <br /> <br />~ ~ ~ ---=- ~ ~ ~ ~ ---..all ~ ~I <br /> <br />- <br /> <br />~ <br /> <br /> <br />/~-~~ <br />j(' 'Ji... \ <br />,'lr- . - -' 1 \, <br />" . ' <br />k i <br />[)// '.) <br />r/ 1'1 <br />1 ., II '/ <br />.,,~~~ ! <br />. ;Y ~- <br />...... - --<' ---... <br />----~- ~ ~"'" <br />r:'\ /, "" <br />~/:rl'\ <br />) -," 1'.0 _ I <br />~,.t:-J~'~ I <br />,.~~'" . ,,' / <br />'. - / <br />i' / <br />/ <br />-...-----,/ <br /> <br />L <br />o <br />o . <br />G::~ <br />o <br /> <br />0.. <br />. t <br />>-~ <br />r.n N <br /> <br />l~ <br />o <br />x~ <br />t 0 <br />N -) <br /> <br />- <br /> <br />-- <br /> <br /> <br />Deta;~ _ <br /> <br /> <br />__\ _n=-'''_ _,:-:~-::" , <br />, " <br />'..... ..... <br />2 - 3 1 /2" X 9 1 /2" x 1 7' - 6" <br />Para!a~s (or ~qual) bolted together --/ <br />per Manufacturers Specifications. <br />""- " <br />,,--,- <br />~- <br /> <br />--..- --I r- <br /> <br />I ' <br />! I <br /> <br />See <br /> <br />; I <br />U <br /> <br />"Anchor <br /> <br />2.d="'- ,-, ,,--, <br />I............ <br /> <br />-..., -- - ----....-- <br />, "'r -,--,- <br />. -- ..- <br />, 1 <br />, ' , <br /> <br />r 1'-6" <br /> <br />-F~ <br /> <br />"'-==~ t- ' ~ <br />; I <br />I , <br /> <br />! I I I <br />~4--------~--"- <br />I I' <br />i <br /> <br />----+-t <br />! I , <br /> <br />1 <br /> <br />~~L <br /> <br />--- <br /> <br />i <br />! ! <br /> <br />~ <br /> <br />! I <br />. I <br />I <br />i <br /> <br />i i I <br />I ! <br />:-..._~,+~._--~-~ -~ ........ <br />I , . <br />! I <br />! I <br /> <br />~--4---- <br />! 1 <br />\ , ! <br />, , I <br />I , ii, / / <br />~ <br />I . I / <br />I I <br />I! , <br />{- )il- <br /> <br />1 ' <br /> <br />l _, _ _, __, _, _ _ <br /> <br />~ <br /> <br />t,-- <br /> <br />L <br />I <br /> <br />-- <br /> <br />~ <br /> <br />Simpson LUS28 or equal <br />installed per Manufacturers <br />specifications. Typical of ---r- __ <br />011 Floor Joist attaching \ <br /> <br /> <br /> <br />to patralom. l \, <br /> <br />~ ---=a ~.-~_ <br />- --.. . . _--_:-c .. d: =_.:c _ ::-_ _~~:- . _ <br />"/ d_'_' --- '; 7-'\ <br />/ / / ., <br />/ / / I <br /> <br />// <br />/ // <br />-_./ ./ <br />h ./ <br /> <br />-- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />--- <br /> <br />-- <br /> <br />~ <br /> <br />-- <br /> <br />--f <br /> <br />/ <br />/ <br />I <br />I <br />1-- <br /> <br />i/r--- <br />/ L, <br />~~ ~Jt~ <br /> <br />2nd <br /> <br /> <br />r -- - -- ,- - ,- --- <br />i <br />r- , - ' '- <br /> <br />- <br /> <br />~ <br /> <br />-- <br /> <br />~ <br /> <br />- <br /> <br />-- <br /> <br />-- <br /> <br /> <br /> <br />--,..-:-- 0,1 <br />I I: <br />" <br /> <br />,_-':-_c'''~-:-:::-::- -n-__tilf <br />2" X6" P. T. S,Y.P, <br />Floor "Joist <br />;j) 16 O.c. <br /> <br />J <br /> <br /> <br />--.......~ <br />tJer- <br /> <br />L See "Anchor Detail" <br /> <br />Simpson LUS26 or equal <br />installed per Manufacturers <br />specifications. Typical of <br />ail Deck Floor Joist. <br /> <br />. <br /> <br />FLOOR <br /> <br />FRAMING <br /> <br />PLAN <br /> <br />SCALE: 1/4" = 1'-0 <br /> <br />--- /~~~ --,~ - I <br />-(I: . , '~ -1 : <br />~ '~I' <br />~ I <br /> <br />I I <br />, ! <br />I <br /> <br />Simpson HUSC26-2TF <br />or equal instal!ed per <br />Manufacturers specs. <br /> <br />. ~ <br />I <br /> <br />..-L.. <br /> <br />Pre-Engineered and <br />Manufactured Hip <br />Roof Truss System <br />@ 24" o.c.. <br /> <br />-- <br /> <br />/ <br />, <br /> <br />/ <br /> <br />/ <br /> <br />, <br />, <br />~" '\..: .. <br />.......... ""- <br />""-, <br />, "--- <br />..... <br />" <br /> <br />.....-/[....... <br />~ L__ 2nd <br />NORTH <br />"" 1-- <br />, <br /> <br />FLOOR <br /> <br />, Pre-Engineered and <br />n' I Manufactured Hip <br />II Roof "Truss System <br />I 0 24 O.c. <br />L-j~~-~~_- <br />r-T-' <br />I I i <br />I ; I <br />rt.i------- -~~~~-'-.~-_._'-- <br />I I / <br /> <br /> <br /> <br />/ <br /> <br /> <br /> <br />y <br /> <br />" <br /> <br />2-Simpson H2.5 or equal <br />installed per Manufacturers <br />specifications. Typical <br />of both interior and end <br />Zones. <br /> <br />" <br />, <br />, <br />... <br /> <br />" <br />..... <br />" <br />......., 1 <br /> <br />" <br /> <br />'....... <br /> <br />'... <br /> <br />, <br />I <br />I <br />J <br /> <br />Simpson PC44-16 or equal <br />installed per Manufacturers <br />specifications. Typical on <br />all Intermediate Post Cops, <br /> <br />/7 <br /> <br />/ / <br />/T / <br />./ <br /> <br /> <br />/ <br />// / <br />/ / <br />---/ / <br />-_/' <br /> <br />( <br /> <br />If-- <br />~;~~J <br />l~a~ <br />~~l)or- <br /> <br /> <br />ROOF FRAMING <br /> <br />2-Simpson LPC4 or equal <br />installed per Manufacturers <br />specifications. Typical an <br />all End Post Caps. <br /> <br />PLAN <br /> <br />SCALE: 1/4" = 1'-0 <br /> <br />!i) <br />'5 <br />~ <br />~ <br />W <br />RJJ <br />:x: <br />00 <br /> <br />-.J <br />.t: <br />r- <br />z <br />w <br />o <br />(/) <br />W <br />0::: <br /> <br />-.J <br /><t: <br />() <br />0::: <br />w <br />.2 <br />2 <br />o <br />(), <br /> <br />w <br />o <br />~ <br />w <br />(hJ.) <br /> <br />= <br /> <br />00 <br />w <br />roc: <br /> <br />= <br /> <br />~ <br />:s <br />o <br />F <br />((db <br />o <br />~ <br /> <br />U <br />v <br />.c <br />O.c <br />0..... . <br />......- Q) <br />o~u <br />o <br />~vu <br />.cO <br />~~.~~ <br />v Q,U <br />~ E 'S~ <br />.- 0 lD <br />> 0 <br />~ l.. ' <br />c,-.n <br />~.- 0 \,.j (I) <br />>v'O lI- <br />on c \I:J <br />.c 0 ..... <br />0..... 0 <br />_.....Vl C <br />0' <br />+J..... <1l - <br />0'- .c <br />.c ..... <br />.....'0 <br />C'+- <br />>':J <br />:to <br />1:: '+- 'D <br />V 0 <br />oUrD <br />c.- <br />,>.0 <br />.0 c <br />vco <br />l." (J'l.- <br />Q,)._ .4-f <br />.c(/)O <br />~ (I) <br />_oVl <br /> <br /> <br />~ <br />~ <br />o <br />OC <br />CJ <br />~ <br />= <br />~ <br />rr <br />OC <br />o <br />~ <br />~ <br /> <br />. <br />w <br />:> <br />~ <br />db <br />~ <br />OC <br />o <br />~ <br />OC <br />W <br />~ <br />OC <br />o <br />() <br /> <br />...; <br />Vl <br />.c <br />+J <br />r-- <br />vi <br />CO <br />o <br />N <br /> <br />I- <br />~ <br />~ <br />::> <br />Vl <br />z <br />o <br />VlO <br />~ ~~ <br />o g6 <br />w -~ <br />o ffis <br />~ m <br />o ~. <br />~ ~ <br />VlW <br />~Z~ <br />.OW <br />-0 <br />t::-1: <br />Oz <br />~~~ <br />a~z <br />000 <br />00- <br />~o::t> <br />w.::> <br />~z~ <br />I- 0 z <br />~ ~8 <br />2 o. <br />a. tIi <br />o W <br />-I Vl 0::: <br />~ ~~ <br />W I-l <br />o a. <br />~~ <br />zo <br />. . <br /> <br />If) <br />N <br />If) <br />I") <br />I") <br /> <br />-l <br />U. <br /> <br />, <br /> <br />(f)~ <br />W . <br />2~ <br />oj <br />I>- <br />m <br /> <br /> <br />r-- <br />\J) <br />" <br />"1 <br />o <br />" <br />N <br />o <br /> <br />~ <br />C <br />= <br />OC <br />9 <br />~ <br /> <br />... <br />00 <br />d <br />d <br />= <br />db <br />OC <br />;> <br />:!: <br />fi,. <br />W <br />N <br /> <br />I <br /> <br />\J) <br />"t <br />I/) <br />10 <br />~ <br />o <br />o <br />OJ <br />o <br />'.. <br />U <br />::J <br /> <br />. <br />.... <br />III <br /> <br />j <br />, <br />1 <br /> <br />.iii <br /> <br />J <br />I <br /> <br />z <br />~ <br />~ <br />j <br />OJ <br />g <br />