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<br />
<br />(2)#'OX1'SHEETMETALSCREW '-_:-~)~Il F.:p.--1
<br />INTO SCREW SLOTS l 'Ill
<br />ANCHOR" x 2' PlATE TO CONCRETE I ,~U
<br />WITH 1'4' X 2.1!'Z" CONCRETE ..L./i
<br />ANCHORS WITHIN S' OF EACH SIDE
<br />0' EACH """ ,"0". 0 ~ MAX rr-T
<br />
<br />t lLli ~
<br />~ ' - - =~4
<br />'\~' )~. .: .' ,~_ri 7
<br />MIN, 3-,12" SLAB 2500 PSI CONC, iJj -
<br />6x6-10xIO WW.fI.. OR FIBER MESH
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />BEAMlHEADER
<br />ALTERNATE CONNECTION DETAIL
<br />2" X 2" x 0,063' ANGLE CONNECT
<br />UPRIGHT @ BEAM/HEADER AND
<br />CHAIR RAIL
<br />
<br />" X 2' EXTRUSION
<br />
<br />1.118' 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 />~ ~+
<br />! 0 0 !
<br />
<br />~~-
<br />L,I _
<br />;- /
<br />-rlf/
<br />~ _ r <f/~ r-
<br />~,-n ~
<br />MIN, 3-'12' SLAB 2500 PSI CONC, \ 'ill ' .: . ~ ~
<br />6x6-'Ox~OWW,M.ORF1BERMESH ~,
<br />VAPOR BARRIER U,NDER CONCRETE
<br />
<br />~
<br />I
<br />
<br />ANCHOR l' X 2' PlATE TO CONCRETE
<br />WITH ':4' X 2-1/2" CONCRETE
<br />ANCHORS WITHIN S' OF EACH SIDE
<br />OF EACH POST AT 24" O,C, MAX.
<br />OR THROUGH ANGLE AT 24" O,C, MAX.
<br />
<br />(4) #10 X '.12" S,M.S, EACH SIDE
<br />OF POST
<br />
<br />HEADER BEAM
<br />
<br />H-aAA OR GUSSET PlATE
<br />2" X 2" X ,t,S" 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 />1" X 2' EXTRUSION
<br />
<br />'-118" MIN, IN CONCRETE
<br />
<br />SELF.MATING POST TO BASE AND SELF-MATING POST TO
<br />BEAM DETAIL
<br />
<br />EDGE BEAM
<br />
<br />C "'I -I
<br />.~
<br />1+TIr
<br />~
<br />Ttvrn
<br />l
<br />
<br />" X 2" OPEN BACK
<br />ATTACHED TO FRONT POST WITH
<br />#10 X 2' S,M,S, MAX. S' FROM
<br />EACH PURLlN AND 24' O,C,
<br />
<br />FRONT WALL PURUN
<br />
<br />
<br />TYPICAL CORNER DETAIL
<br />
<br />SIDE WALL HEADER ATTACHED TO
<br />" X 2" OPEN BACK WITH 1.41.'1,
<br />(2)#10 x ",/2" S,M,S,
<br />SIDE WALL PURLlNS ATTACHED TO
<br />" X 2" OPEN BACK WITH 1.41.'1,
<br />(2) #10 X ,.1/Z- S,M,S, IN
<br />SCREW BOSSES
<br />
<br />FRONT ANO SIDE BOTTOM RAlLS
<br />ATTACHED TO CONCRETE WITH
<br />114' X 2.114' MASONRY' QUICK SET
<br />AT 6' FROM EACH POST AND 24'
<br />ON CENTER MAX, AND WALLS A
<br />1.41.'1," FROM EDGE OF CONCRETE
<br />
<br />COMPOSITE ROOF PANElS; , "
<br />(4) 114' X 4'LAG BOLTS WITH --1~ ~
<br />WITH 1.114' FENDER WASHERS ~ "
<br />PER 4'-0' PANEL ACROSS THE
<br />FRONT AND 24' O,C, ALONG I -,'
<br />SIDES (WALK-ON)
<br />
<br />~ r RISER PANELS:
<br />~ V /--- (3) tJ.8 X 1/2" S,M,S. PER 12' PANEL
<br />
<br />rrJr- ~
<br />'.... '
<br />, "-- HEADER ATT ACHED TO POST
<br />WITH MIN, (2) #10 X 1.1/2' S,M,S,
<br />L-1T' . . IN SCREW BOSSES
<br />
<br />-0;:,- 1 2' x 2", 2" X 3' OR 3" X 2' HOLLOW
<br />I , '- ~ SEE SPAN TABLES
<br />, . ~;-L-:-' ,--
<br />
<br />EXISTING SlAB MAY BE USED IF --,---..An:r
<br />IN GOOO CONDITION ANO APPROVED 'I I'!
<br />BY THE BUILDING OFFICIAl ' . I
<br />(')HILTll/2'x3-1/2"KBII. _ --I' - I ~ ,'x2'OPENBACKsOTTOMRAIL
<br />BOLTS APPROVED FOR 665# ~
<br />UPUFTWITHSTD,PLATEDCUT ~'. ,. , '. -;.-/.. 1I4'x2-114'MASONRYANCHOR
<br />STEEL WASHER ~,@ S" FROM EACH POST AND
<br />24' O,C. MAX.
<br />11 i :lI8' B JLT P)? 3' PO:lT
<br />(2) 3/8' BOlTS FOR 3' X 4' PO::iT
<br />
<br />-e@
<br />~@
<br />4
<br />1.1/2- X 1.112" X 0080' ANGLE ""f @
<br />EACH SIDE OF COr-NECTiNG ~~ @
<br />BEAM WITH SCREWS AS SHOWN I, - 1,.',
<br />-@
<br />. .,;;,@
<br />
<br />- i f
<br />w
<br />
<br />2' X 2' OR 2" x3" HOUOW
<br />SEE SPAN TABLE HEADER
<br />CHAIR RAlL AND KICK PtATE
<br />2' X 2" HOLLOW RAIL
<br />POST ATTACHED TO BOTTOM
<br />WITH MIN, (2) 11'0 X 1.1/2' S,M,S
<br />IN SCREW BOSSES
<br />
<br />CARRIER BEAM
<br />SEE TABLE 3 , 1 , 2
<br />
<br />FOR SNAP EXTRUSIONS CHAIR
<br />RAIL A TT ACHEO TO POST WITH
<br />MIN. (2) #10 X '-'/2" S,M,S, IN
<br />SCRE\'V BOSSES
<br />
<br />TYPICAL UPRIGHT DETAIL
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<br />PRIMARY BEA.I.I
<br />SEE TABLE 3,1.1
<br />
<br />NOTE;
<br />
<br />MiNiMUM #8 S,MS. X 3/4' LONG
<br />NUMBER REQUIRED EQUAL TO
<br />BEAM DEPTH iN INCHES
<br />EXTRUSIONS WITH iNTERNAL SCREW BOSSES
<br />/loAY BE CONNECTED \'VITH (2) #1 0 X 1.1/2"
<br />INTERNALLY
<br />
<br />CARRIER BEAM TO BEAM CONNECTION
<br />
<br />PAN ROOF OR WOOD BEAM
<br />
<br />(4) 1110 x'l2" S,M,S, EACH SIDE
<br />OF POST
<br />
<br />, x20R2x2ALUMINUM ~
<br />
<br />TOP 1 X 2 OR 2 x 2 ATTACHED TO . I
<br />POST WITH" x,' X 2' X 1/16' X 0,045'
<br />ANGLE CLIPS EACH SIDE OF POST
<br />WlTHMIN.(4)#10Xl/2.s.M.s" th '
<br />, 'L' CLIP OR 'U' CfWojNEL
<br />: J - CHAIR RAIL ATTACHED TO POST
<br />CHAIR RAIL ANO KICK Pl.ATE ~ WITH MIN. (4) #10 S.M.S,
<br />2' X 2" 0,044' HOLLOW RAIL ! I ~
<br />
<br />ANCHOR' x2 PLATE TO CONCRETE L,,1-/ ,__ 1x20R2x2ATTACHEDTO
<br />WITH "4' X 2.1./2' CONCRETE , BOTTOM WI" x,' X 2' X "'S-
<br />"',",CHORS WITHIN 6' OF EACH SIDE .....--11 / 0,045' ANGLE CLIPS EACH SIDE
<br />OF EACH POST AT 24' O,C, MAX. 1 V""l!. / AND MIN, (4) #10 X 112" S,M,S,
<br />OR THROUGH ANGLE AT 24' O,C, MAX. 'IF- =jj; I' X 2" X 0,044' OPEN BACK EXT,
<br />-_ _ " 11"_ /;-
<br />~) I !::~~ 1.1/8' MIN, IN CONCRETE
<br />MIN. 3-1/2' SLA.!3 2500 PSI (;CNC, . \ ,{ , .,' . ~ ~ /
<br />6xfi-l0x10 W.w,~. OR FIBER MFSH \..::'_-------~_ /
<br />VAPOf1BARRIER UNOi:R CONCRETE -
<br />
<br />SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL
<br />NON-LOAD BEARING WALLS
<br />
<br />ANGLE OR RECENlNG CfWojNEL
<br />
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<br />PRIMARY BEAM
<br />SEE TABLE 3,1,1
<br />
<br />NOTE:
<br />
<br />MINIMUM tJ.8 S.M,S, X 3/4' LONG
<br />NuMBER REQUIRED EQUAL TO
<br />BEAM DEPTH iN IN(;rlES
<br />EXTRUSIONS WITH INTERNAL SCREW BOSSES
<br />MAY BE COr-NECTED WITH (2) #10 X 1.'/2"
<br />INTERNALLY
<br />
<br />CARRIER BEAM TO WALL CONNECTION
<br />
<br />BEA.... TO WALL CONNECTION
<br />(2) 2" X 2' X 0,060' EXTERNALLY MOUNTED ANGLES ATTACHED TO WooO WALL WITH MINiMUM
<br />(2) 318' X 2" LAG SCREWS PER SIDE OR (2) 114' X 2.114' ANCHORS TO CONCRETE OR MASONRY
<br />WALL ADD (1) "',",CHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3.
<br />
<br />(AL TERNA TE)
<br />(1) 1-3/4" X 1-314' X 1.3/4' X 118' INTERNAL U-CLlP ATTACHED TO WOOO WALL WITH MIN, (3) 3/8' X 2'
<br />lAG SCREWS PER SIDE OR (3) "4' X 2.114' ANCHORS TO CONCRETE OR MASONRY WALL ADO
<br />(1) ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN 3.
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<br /> SEAL
<br />$r ET
<br /> 2
<br />OF 6
<br />---
<br />
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