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<br />(21 #10 x l' SHEET I,\H~ SCREW __ ~:J:I ~F-::--
<br />iNTO SCREW SLOTS ,,,"./. ~~I
<br />ANCHOR '" x 2. PLATE TO CONCRETE LJ" "
<br />WITH '14" x 2,1/2' CONCRETE ' I
<br />ANCHORS WITHiN 6" OF EACH SIDE ;-
<br />OF EACH POST AND 24. OC, ,Y.Jl.X, ~
<br />, II
<br />la ~l /r--
<br />I ~ H I " -
<br />",:0,. _ -~--'7-
<br />
<br />MIN, 3-1/2" SLAB 2500 PSI CONC. \\1. .: . 'I //
<br />6x6-'Cx10 W,W,f.Io" OR FIBER MESH ~~~
<br />VAPOR SARRIER UNDEH CONCRETE
<br />
<br />B EAMI1-1EAD E R
<br />Al TERNATE <::ONNEC710N DETAil
<br />2" x 2" x 0 D63" ANGLE CONNECT
<br />UPRIGHT @ SEAlvIIHEADE.R AND
<br />CHAIR RAIL
<br />
<br />,. x 2' EXTRUSION
<br />
<br />',';3" MiN, .'1 CONCRETE
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
<br />
<br />~/
<br />/ ~ HEADER BEAM
<br />fO"O
<br />~ ""---------_ H-SAR OR GUSSET PLATE
<br />L~
<br />1'~
<br />
<br />--=--"1 -=f--=- ,:- ,. x 2" EXTRIJSIO,'1
<br />
<br />~= I I =--~ '-'/3" "'iN, ,N CCNCRE,E
<br />
<br />~'I,'" 3-112" SLA8 25.:0 PSI CONC. "4': ' ,,' , ,~_ /
<br />56-1Cx',0 W,WM, CR F'B::;<, MESH \~_________~
<br />
<br />'/A?0R SARRIER UNDER CONCRETE
<br />
<br />2" x 2' OR 2. x 3. OR 2. SM3 POST
<br />
<br />"'~
<br />
<br />ANCHOR ,. x 2. PtATE TO CONCRElE
<br />WITH 1:4" J( 2-112" CONCRETE
<br />ANCHORS WIT1"iN 6' OF EACH SIDE
<br />OF EACH POST AT 24. O,C, MAX_
<br />OR THROUGH A.NGlE AT 24" O,C, HAX,
<br />
<br />/-
<br />
<br />('I) #10 X 112" S,M,S, EACH SIDE
<br />OF POST
<br />
<br />2' x 2. X 1,,6' A.NGlE ::ACH SIC::
<br />ATTACH TO peST AND CONCRETE
<br />AT LOAD BEARING WAll WIT,1
<br />(2) ~'O x 1/2" S,M,S, :::ACH SIDE
<br />
<br />SELF-\1ATiNG POST TO BASE AND SELF-MATING POST TO
<br />BEAM DET,-\IL
<br />
<br />EDGE SEAM
<br />
<br />["I I,
<br />IL)lJJ
<br />fI6
<br />E?
<br />
<br />1" x 2" OPEN BACi<
<br />ATTACHED TO FRONT POST WITH
<br />#10 x 2. S.M.S. MAX. 5" FROM
<br />EACH PIJRUN AND 24.0,0.
<br />
<br />FRONT WAll PURUN
<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.MS,
<br />
<br />SIDE WAll P\JRLlNS ATTACHED TO
<br />1" x 2' OPEN BACK WITH MIN,
<br />(21 #10 J( 1-1/2' S.M,S, IN
<br />SCREI.... BOSSES
<br />
<br />FRONT AND SIDE BOr.-OM RAILS
<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 />MIN, ,. FROM EDGE OF CONCRETE
<br />
<br />COMPOSITE ROOF PANELS:
<br />(4) 1/4. x 4. LAG BOlTS WITH ,'-
<br />WITH 1.114' FENDER WASHERS ,
<br />PER 4'.{)" PANEL ACROSS THE ~
<br />FRONT ANO 24" O,C. AlONG I
<br />SIDES (V'fAU<-QN)
<br />
<br />-1 r RISEH PANELS:
<br />j,. V ;r (:3) #8 x 1IZ' S.M,S. PER 12. PANEL
<br />
<br />I j~
<br />I ~ -(I.... -1
<br />I H, ' I "--- HEAOERATTACHEDTOPOST
<br />.LJ..j'r- WITH MiN, (2) #10 x 1..\/2. S.M.S.
<br />IN SCREW SOSSES
<br />"'"f';_J>-r: i
<br />C j' ~ 2.x2",Z'x3.0R3.x2"HOLLOW
<br />" , '>, "'. SEE SPAN TABLES
<br />--' -..../~~.."..~_ FOR SNAP EXTRUSIONS CHAIR
<br />;1 RAIL ATTACHED TO POST WITH
<br />EXISTING SLAB MAY BE USED IF -:-1 nT M,N, (2) #10 x 1..112" S.M.S. iN
<br />IN GOOD CONDITION AND APPROVED I SCRE'W BOSSES
<br />BY THE BUilDING OFFIC'.AL II, .". .
<br />(1)Hllil \/2. x 3-1/2' K811" ~~ I - j :;,. , x2 OPEN BACK SOTTOM RAIL
<br />SOL TS APPROVED FOR 665# "'"
<br />UPLIFT ,vITH sm ?tATED CUT \ '. .. " ". :....;-/'
<br />STEEL WASHER ~/'
<br />\ 1~ :,8' S:;~ T >'lP 3. PO:>T
<br />(2) 3:8" BOLTS FOR 3. x 4' PO:>T
<br />
<br />2. x 2' OR 2' x 3. HOLLOW
<br />SEE SPAN TABLE HEADER
<br />
<br />CHAIR RAIL A.ND KICK PLATE
<br />2. x 2. HOLLOW RAIL
<br />
<br />,
<br />,
<br />~
<br />
<br />POST ATTACHED TO BOTTOM
<br />WITH MIN. :2) #10 x ,..\/2' S.M.S,
<br />iN SCREW BOSSES
<br />
<br />'.14' x 2-114" MASONRY ANCHOR
<br />@ 6' FROM EACH POST AND
<br />24" O.C. MAX.
<br />
<br />TYPICAL UPRIGHT DETAIL
<br />
<br />\,' 12" x 1.. 1(2" x 0,080. ANGLE
<br />EACH SIDE OF CONNEC7iNG
<br />8EAM WITH SCRE'1'iS AS SHOWN
<br />
<br />~
<br />1 "'" 9)
<br />I -9>
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<br />
<br />PR',MARY BEAM
<br />SEE TABLE 3.'.1
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<br />CARRIER BEAM
<br />SEETABlE3,' ,2
<br />
<br />MINiMUM #8 S,M,S, x 314" LONG
<br />NUMBER REQUiRED EQUAL TO
<br />BEAM DEPTH IN iNCHES
<br />
<br />NOTE: EXTRUSIONS WITH INTERNAl SCRE'W BOSSES
<br />.Y.AY BE CONNECTED \'11TH (2) #~O J( 1,112.
<br />iNTERNAlLY
<br />
<br />, .
<br />;..,~
<br />
<br />CARRIER BEAM TO BEAM CONNECTION
<br />
<br />+ r
<br />
<br />PAN ROOF OR WOOD BEAM
<br />
<br />~ -~
<br />.I 1 ,~
<br />'x20R2x2AlUMINUM ~71 II-~
<br />
<br />TOP 1 x 2 OR 2 x 2 ATTACHED TO J)-91
<br />POST WITH ,. x 1" x 2' x 1/16" x O,C45" L
<br />ANGLE OUPS EACH SIDE OF POST
<br />WITH MIN, (4) #10 x 1.12" S.M,S,
<br />
<br />(4) #10 x 1/2' S,M.S. EACH SIDE
<br />OF POST
<br />
<br />~1-T=-L' "'-' Cll? OR 'U' CHANNEL .
<br />'------, l' ; ,CHAIR RAIL ATTACHED TO POST
<br />CHAiR RAIL AND KICK PLATE ~ ,~ \'11TH MiN. (4) #10 5.MS.
<br />2. x 2.0.044" HOLLOW RAIL , .J,... J ~
<br />
<br />ANCHOR 1 x 2 PI.A TE TO CONCREi::: G J.
<br />WITH 114" x 2.112' CONCRETE r I
<br />A.....CHORS WITHIN 6. OF EACH SIDE ..,-;1, /
<br />OF EACH POST AT 24. OC. ~'1 fli I
<br />OR THROUGH ANGLE AT 24 O,C. MAX. 1;= =j] /
<br />-_.=_.-1 I~ r
<br />--2-: 'I I-c:~ l..iI8" MIN_ IN CONCRETE
<br />MiN, 3-1/2. SLA,S 2500 PSI (;G,\lO, . \ 'J. ' .: , ~\~
<br />e"fi.1Cx10 W.w.M, OR FIBER MESH -.l _______ ~
<br />. - ~-,
<br />\'APOf1 3ARRIER tiNDeR CONCRETE
<br />
<br />1 x 2 OR 2 x 2 ATTACHED TO
<br />30TTOM WI I. x ,. x 2. x '/16"
<br />0.C45" A.....GlE CUPS E.~CH SID::
<br />A.NO MIN, :4) #10 x 112. S,,V S,
<br />," x 2" x Q,C44' OPe,.... SACK EXi.
<br />
<br />SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL
<br />NON-LOAD BEARING WALLS
<br />
<br />ANGLE OR RECEIViNG CHANNEL
<br />
<br />----~
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<br />PRI~MRY BEAM
<br />SEE TABLE 3,1,'
<br />
<br />5
<br />
<br />MINIMUM #S S,M,S, x 314. LONG
<br />NI..MBER REQUIRED EOUAl TO
<br />BEAM DEPT,1IN iNCrlES
<br />
<br />NOTE: EXTRUSIONS \'11TH INTERNAL SCREW aoss::s
<br />Y.AY SE CONNECTED WITH (2) #10 J( 1..',/2'
<br />iNTERNAlLY
<br />
<br />CARRIER BEAM TO WALL CONNECTION
<br />
<br />BEAM TO WAll CONNECTION
<br />(2) 2" x 2" x 0,060' EXTERNALLY MOUNTED ANGLES ATT ACHED TO WOOD WAll WITH MINiMUM
<br />(2)31S. x 2' lJ\G SCREWS PER SIDE DR (2) 114" x 2.114' ANCHORS TO CO,NCRETE OR MASONRY
<br />WAll ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER THAN 3.
<br />
<br />(Al TERNA TE)
<br />(1) 1-3/4. J( 1..JJ4. J( '..314. x liS. INTERNAL U-CUP AT1ACHED TO WOOD WAU WITH MIN. (3) 318. x 2'
<br />LilG SCREWS PER SIDE OR (3) 114. x 2,'14" ANCHORS TO CONCRETE OR MASONRY WAlL ADO
<br />(1) ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH lARGER TI-'.AN)'
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