|
<br />c--
<br />I ~_
<br />(2)#10x1'SHEETMETAlSCREW '_ ':5,l i~T
<br />INTO SCRE\\' SLOTSt ~t.~
<br />ANCHOR" x 2" PL4.TE TO CONCRETE i-1'
<br />WITH '14' X 2.1/2" CONCRETE
<br />ANCHORS WITl-HN 6" OF EACH SIDE '
<br />OF EACH POST AND 24' 0 C MAX. ----11
<br />" I VI
<br />
<br />IIJ1..-
<br />J 1"-
<br />~ - .' - ~Lr
<br />\j~']'
<br />MIN, 3-112" SLAB 2500 PSI CONC, '., '. , - J
<br />6x6-10x10 WW,M. OR FIBER MESH .
<br />
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />~~
<br />
<br />BEAM/HEADER
<br />ALTERNATE CONNECTION DETAil
<br />2" X 2" X 0,063" ANGLE CONNECT
<br />UPRIGHT @ SEAM/HEADER AND
<br />CHAIR RAIL
<br />
<br />'" X 2" EXTRUSION
<br />
<br />1.1fS' MIN, IN CONCRETE
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
<br />
<br />2" X 2" OR 2" X 3" OR 2" 5MB POST
<br />
<br />~
<br />
<br />1
<br />l
<br />
<br />/
<br />I 0 0
<br />
<br />~ ~ HEADER BEAM
<br />
<br />(4) #10 X 1/2" S,MS, EACH SIDE
<br />OF POST
<br />
<br />~ ~--------
<br />0;-1
<br />
<br />r0
<br />JP=E
<br />J I f_ ,r:-
<br />~~ .) I:~
<br />MIN 3-112" SLAB 2500 PSI CONC \ ';~: ' ,.' . L /
<br />6x6-'Ox10WW,M,ORFIBERMESH ~
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />ANCHOR l' X 2" PL4.TE TO CONCRETE
<br />WITH 1/4" X 2.1/2" CONCRETE
<br />ANCHORS WITHIN 6" OF EACH SIDE
<br />OF EACH POST AT 24' O,C, MAX.
<br />OR THROUGH ANGLE AT 24' O,C, MAX.
<br />
<br />H-BAR OR GUSSET PLATE
<br />2" X 2" X 1/1S" ANGLE EACH SIDE
<br />ATTACH TO POST AND CONCRETE
<br />AT LOAD BEARING WAlL WITH
<br />(2) #10 X 1/2" S,M,S, EACH SIDE
<br />l' X 2" EXTRUSION
<br />
<br />1.1fS" MIN, IN CONCRETE
<br />
<br />SELF.MATING POST TO BASE ANC SELF-MATING POST TO
<br />BEAM DETAIL
<br />
<br />EDGE BEA~
<br />
<br />~~
<br />Frfh-->
<br />l..V )U ,--_
<br />-.-! '
<br />,', r=Ff
<br />GJO
<br />.!...J ?-L
<br />
<br />--uJrf-.-
<br />>.1 " , .. .-<2-
<br />, , .
<br />
<br />" X 2" OPEN BACK
<br />ATTACHED TO FRONT POST WITH
<br />#10 X 2" S,M,S, MAX, 6" FROM
<br />EACH PURllN AND 24' O,C,
<br />
<br />FRONT WAlL PURlIN
<br />
<br />TYPICAL CORNER DETAIL
<br />
<br />SIDE WAlL HEADER ATTACHED TO
<br />,. X 2" OPEN BACK WITH MIN,
<br />(2)#10 X 1.1/2" S,M,S,
<br />
<br />SIDE WAlL PURLlNS ATTACHED TO
<br />l' X 2" OPEN BACK WITH MIN,
<br />(2) #10 X 1-1/2' S,M,S,IN
<br />SCREW BOSSES
<br />
<br />FRONT AND SIG;: BOTTOM RAILS
<br />ATTACHED TO CONCRETE WlTH
<br />114' X 2.1/4' MASONRY QUICK SET
<br />AT 6" FROM EACH POST AND 24"
<br />ON CENTER MAX. AND WAlLS A
<br />MiN, l' FROM EDGE OF CONCRETE
<br />
<br />CCMPOSITE ROOF PANELS: IT11 f
<br />(4) ,,4' X 4' LAG BOLTS WITH. RISER PANELS:
<br />Wlni 1.114' FENDER WASHERS I I, /- (3) #8 X 1/2" S,M,S, PER 12" PANEL
<br />PER 4'-0" PANEL ACROSS THE ~ I _ I
<br />FRONT AND 24' 0 C, AlONG ~ I .
<br />SIDES (WAlK-ON) I ~ _ _ ~
<br />
<br />
<br />2' x 2" OR 2" x 3" HOLLOW ' TrTI~ HEADER ATTACHED TO POST
<br />SEE SPAN TABLE HEADER W)-l WITH MIN, (2) #10 X 1,1/2' S,M,S,
<br />IN SCREW SOSSES
<br />CHAIR RAIL AND KICK PL4.TE ~
<br />2' x 2' HOLLOW RAIL J ~
<br />+' ;" ",' 2" X 2", 2" X 3" OR 3" x 2" HOLLOW
<br />POST ATTACHED TO BOTTOM ~ SEE SPAN TABLES
<br />WITH MIN, (2) #10 X 1.1/2' S,M,S, I'
<br />IN SCREW BOSSES ' ' :L..J1 - "----.:.. FOR SNAP EXTRUSIONS CHAIR
<br />tI RAIL ATT ACHED TO POST WITH
<br />EXISTING SLAB MAY SE USED IF. MIN, (2) #10 X 1.112" S,M,S, IN
<br />IN GOOD CONDITION AND APPROVED' SCREW SOSSES
<br />BY niE BUILDING OFFICIAL I ,
<br />(')HILT11/2"x3-1I2"KBII- _~ I', -'-r- ~"X2"OPENBACKSOTTOMRAIL
<br />90LTSAPPROVEDFDR6S5# ~ . "
<br />UPLIFT WITH STD PLATED CUT .,., . '. 1/4 X 2.114 MASONRY A.NCHOR
<br />STEEL WASHER ' " @S"FR(,\!JEACHPOSTAND
<br />., 24' O,C, ~'\AX.
<br />\') 31S' eOL r FOR ~" pon
<br />(2) 318' SOL TS FOR 3' x 4' POST
<br />
<br />TYPICAL UPRIGHT DETAIL
<br />
<br />1.,t2" X 1,1/2".0,080" ANGLE
<br />EACH SIDE OF CONNECTING
<br />9EAIA WITH SCREWS AS SHOWN
<br />
<br />
<br />--.
<br />UJ
<br />
<br />~
<br />
<br />ct
<br />UJ
<br />!l.
<br />J:
<br />l-
<br />ll.
<br />UJ
<br />Cl
<br />
<br />PRiIVAAY SEA""
<br />SEE TABLE 3,1,1
<br />
<br />
<br />@
<br />@
<br />@
<br />@
<br />@
<br />@
<br />
<br />CARRIER SEAM _~
<br />SEE TABLE 3,1 ,2
<br />
<br />MINIMUM #8 S,M,S, X 314' LONG
<br />Nl.MBER REQUIRED EQUAl TO
<br />SEAM DEPTH IN iNCHES
<br />NOTE: EX'RUSIONS WITH INTERNAL SCREW BOSSES
<br />MAf SE CONNECTED WITH (2) #10 X 1.1/2"
<br />INTERNALLY
<br />
<br />CARRIER BEAM TO BEAM CONNECTION
<br />
<br />ALL TE.CH~ic."l As...S!"T_~~';C} \.1.,-':_B,;'.\_~--S ,.<.,pJ.
<br />PRO\ :'I-D "f..>LS", ^~D KOY,~i r,Li; ,11'" l:M
<br />DISCl.I,HS ,~LL ':QA,K!<-^~IE5 Exr-R-ESSW OR
<br />IM,;lE:), iO:CLUD',1"G BuT ~Ol i ',\\'ll:D 'YO, ,~LL
<br />\N,~._P_A.~:;ES DF V,ERCH,v,rr."B:uri (;F( Fn;--.:ESS
<br />FOR- ,~ F,~RlIC'." ,~" PURPUSE PUY,\L HUMf'.:l:M
<br />DO. ~\)T "~';\R"C ~~ THr,-;- /\ "~~,' ;,[ZU:)UCT \X'ILL
<br />CO~,' 'I- Y \'C!TH ST,\TE. cr. LlX~.",: i'i...'lLD1:-"'C C('DES
<br />CUS-, .:;.\ERS ,\1Z,c S:: ',::: ,,2g0SSiBLE FOR-
<br />ENS~f'-,:";G CGMPLLA..'"<C;':: \X::7:-! :,~~~\' ,A."iD ,....U
<br />GO\ "ER..;'.l~>l.E;-~~"T ,:. REG~-,LA TIO...,;S
<br />
<br />+ f
<br />
<br />PAN ROOF OR WOOD BEAM
<br />
<br />~ _ ~ (4) #10 x 1/2" S,M.S, EACH SIDE
<br />~ / ~ a: OF POST
<br />1 x 2 OR 2 x 2 ALUMINUM . / -, .1 I~
<br />
<br />TOP1x20R2x2ATTACHEDTO ~ r 1
<br />POST WITH l' X l' X 2" X 1f1S" X 0,045" U I
<br />ANGLE CLIPS EACH SIDE OF POST r
<br />WITH MIN, (4) #10 X 1/2" S,M,S, ~r-
<br />I 'c~ 'L' CUP OR 'U' CHAI'oINEL
<br />+ J.' ~- / 1. CHAIR RAIL ATTACHED TO POST
<br />CHAIR RAIL AND KICK PLATE / Wlni MIN, (4) #10 S,MS,
<br />2" x 2" 0,044' HOLLOW RAIL
<br />
<br />ANCHOR 1 X 2 PLATE TO CONCRETE ~ L ~ - _ 1 X 2 OR 2 x 2 ATTACHED TO
<br />WlTH 114' X 2.1/2' CONCRETE '! BOTTOM WI l' x,. X 2" X ,I1S"
<br />ANCHORS WITHIN 6" OF EACH SIDE 0. ;' 0,045" ANGLE CLIPS EACH SIDE
<br />OF EACH POST AT 24' D,C, MAX. i! A.'1D MIN,.(4) #10 x 1/2" S,M,S,
<br />OR THROUGH ANGLE AT 24' DC, MAX. Jp I
<br />' I 1_ l' .2" X 0 044' OPEN BACK EXT,
<br />r
<br />~j ~ J I ::~+ 1.1fS" MIN, IN CONCRETE
<br />MIN, 3-1/2" SlAB 2500 PSI CONC, ~;- .: . ~
<br />6x6-1Ox10WW,M,ORFIBERMESH ~-_~/
<br />VAPOt{ BARRIE,q UNOER C0NCRETE
<br />
<br />SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL
<br />NON-LOAD BEARING WALLS
<br />
<br />A....GLE OR RECEMNG CHA....NEL
<br />
<br />
<br />l'1ll.:~
<br />
<br />
<br />PRIMARY BEAM ~ ""
<br />SEE TABLE 3,1,1 @
<br />
<br />I ~ @
<br />
<br />I 0 @
<br />I
<br />I
<br />
<br />
<br />MINIMUM #8 S,MS, x 314' LONG
<br />NUMBER REQUIRED EQUAl TO
<br />SEAIA DEPTH IN INCHES
<br />NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES
<br />MAY BE CONNECTED WITH (2) #10 x 1.112"
<br />INTERNAlLY
<br />
<br />CARRIER BEAM TO WALL CONNECTION
<br />
<br />BEAIA TO WAlL CONNECTION
<br />(2) 2" X 2". 0,060" EXT'CRNALL'f MOUNTED ANGLES ATTACHED TO WOOD WAlL WITH MINIMUM
<br />(2) 3IS' x 2" LAG SCREWS PER SIDE OR (2) 114' X 2.1/4' ANCHORS TO CONCRETE OR MASONRY
<br />WAll ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER THAN 3"
<br />
<br />(ALTERNATE)
<br />(1) 1-314' X 1.314' X 1.314' x liS' INTERNAL U-CLlP ATTACHED TO WOOD WALL Wlni MIN, (3) 3IS" d"
<br />LAG SCREWS PER SIDE OR (3) 114' X 2.1i4' A....CHORS TO CONCRETE OR MASONRY WALL ADO
<br />(1) ANCHOR PER SIDE FOR EACH iNCH OF CANTILEVERED BEAM DEPTH lARGER THAN 3'
<br />
<br />a:l (;;
<br />o 0
<br />~ a:l
<br />Cl) ~
<br />a:l a:l
<br />xa:lr--t\j'"
<br />g~~$1g
<br />I .-- ..." I
<br />:ld~~~-t
<br />~o.:r--..-t~
<br />-tX""
<br />z!-",< '0
<br />prf) u.oo
<br />:I <reoga:l
<br />w Ol~
<br />~ '0'-
<br />.J~~"'f<(;i
<br />< 2r--Qz
<br />>-~E-'a:o
<br /><( v, ,- 0 i=
<br />3:lli~Li<(
<br />:r:..Jo Z
<br />~ Cl)
<br />s: .....
<br />
<br />cri
<br />;:j
<br />
<br />.:J
<br />w
<br />I-
<br />
<br />...J
<br />~
<br />::J
<br />()jz
<br />~ ~
<br />a ~
<br />OZ
<br />~(j()j
<br />()jen...J
<br />~~~
<br />(j~~
<br />O<j~("')
<br />...J::Jz
<br />>-1-0
<br />~uf=
<br />>~u
<br />z' t; ~
<br />~ ~
<br />~::J
<br />uz
<br />()j::E
<br />::J
<br />...J
<br />~
<br />
<br />....
<br />w ~_
<br />. f-' N
<br />0... ..J -
<br />~N
<br /><I)'"'
<br />~~i"
<br />(l) U . r.::
<br />C"'~'1'co
<br /><:0"1."')
<br />c"'s:ie:2
<br />~~c3i~
<br />~:t:__
<br />W'~5~g
<br />Q 0 0-
<br />"'J:><
<br />(l)':''''ll.<
<br />",,-COwL!.
<br />....."lJJ("")~
<br />c"'''w
<br />(l)~~1-
<br />'- ~ c:l
<br />=:: ll.; 0
<br />
<br />fl::>.o:
<br />0'
<br />/
<br />
<br />
<br />2
<br />
<br />OF
<br />
<br />6
<br />
|