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<br />(Z) ~,o x ,. SHEET "'ETA.!. SCRE'N
<br />INTO SCREW SlGTS
<br />ANCHOR ,. x 2' P~TE TO CONCRETE
<br />W1TH "4' X Z.1iZ' CONCRETE
<br />ANCHORS WITH1N ,. OF EACH SIDE
<br />OF EACH POST AND 24' O.C. 'M.X,
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<br />MIN. J-'iZ" SLAB 2500 PSI CONC. \'. I~ '. . '~. !
<br />6.';.lCx~O 1'1 W.'J.. CR F',BER MESH '" -:.------~
<br />
<br />VAPOR BARRIER t-NDER CONCRETE
<br />
<br />--~
<br />
<br />B EAMJ1-; EAD E R
<br />ALTE.=<NATE CONNEC710,'4 DETAIL
<br />2" X 2" X 0 G6J' ANGLE COl'<NEC7
<br />UPRIGHT @ B EA.WH EADER AND
<br />CHAIR RAil
<br />
<br />," x 2" EXTRUSION
<br />
<br />\.'ia' 'AIN. ,N CONCRETE
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
<br />
<br />rxrCRrxrCR~SM6PO~
<br />
<br />ANCHOR ,. x Z" PLATE TO CONCRETE
<br />WITH li4' x 2-'iZ' CONCRETE
<br />ANCl-'ORS 1V1ll~IN S" OF EACH SiOE
<br />OF EACH POST AT 24' O.C. MAX.
<br />OR THROUGH Ao'<GLE Ai :4' O.C. HAX.
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<br />(4) #'0 X \12" S.fA.S, EACH SIDE
<br />OF PCST
<br />
<br />HEADER BEAM
<br />
<br />H.BAA OR GUSSET PLATE
<br />
<br />2" x 2' X 1116" ANGLE EACH SIDE
<br />ATTACH TO POST AND CONCRETE
<br />AT LCAD BEARING WALL WITH
<br />(Z) ~10 x 1/2" S.fA.S. EACH SIDE
<br />
<br />I' x 2' EXTRUSION
<br />
<br />'.1ia" l.liN. IN CONCRETO:
<br />
<br />SElF.MAT\NG POST TO BASE AND SElF-MATING POST TO
<br />BEAM DETAIL
<br />
<br />EDGE BEAM
<br />
<br />,. x 2" OpEN BAC<<
<br />ATTACHED TO FRONT POST WITH
<br />#10 x 2' S,fA.S. ~ 6" FROM
<br />EACH PURLiN AND Z4' O.C.
<br />
<br />FRONT WALL PURL,N _
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<br />TYPICAL CORNER DETAIL
<br />
<br />SiDE WAlL HEADER ATTACHED TO
<br />1" X 2" OPEN BACK WITH MIN.
<br />(2;#10 x '.112" S.M.S.
<br />
<br />SIDE WAlL ?\JRLi,NS ATTACHED TO
<br />I' x 2' OPEN BACK WITH MIN.
<br />(2) #10 X 1.1/2" S.fA.S.IN
<br />SCRE\'V BOSSES
<br />
<br />FRONT AND SIDE SOTTOM RAlLS
<br />ATTACHED TO CONCRETE WITH
<br />114' x Z.Ii4' MASONRY QUICK SET
<br />AT 6" FROM EACH POST Ao'4D 24'
<br />ON CENTER MAX. AND WAlLS A
<br />MIN. ,. FROM EDGE OF CONCRETE
<br />
<br />j~
<br />
<br />I <I fT',
<br />I J A II '-- --- HEADER ATTACHED TO POST
<br />-'-1./'r- WITH MiN. (2) #10 X '.1/2' S.MS.
<br />iN SCRE'N SOSSES
<br />---'" ~
<br />-ir' .-;---:
<br />POS~, ATTACHED TO BOTTO" J''''' 2'. 2'. 2" · J' OR )" · 2' HOLLOW
<br />M ~ ~ F> . ...... ~ SE: SPAN TABLES
<br />W\TH'A\N~2\~la.~.;i2"S.MS. ~ , ~___
<br />IN SCRE'N BOSSES ----I';, FOR S.NAP EXTRUSIONS CrAIR
<br />, RAIL AT" ACHED TO POST WITH
<br />EXISTiNG SLAB MAY BE USED iF - I ~ MIN. (Z) ~'O X '.1iZ' S.M.S. IN
<br />IN GOOO CONDITION AND APPROVED .f' ]1 SCREW BOSSES
<br />BY THE BUILDING OFFIClAL J. II
<br />~ ~ . ;' x 2' OPE.'4 BACK BOTTClJ. RAIL
<br />i')HILTll/2"x:)-112"KSU- _~.~I 'I ,.0-..
<br />BOl TS APPROVED FOR 665#~ 7'" 2 . .. .SONRY ANe OR
<br />UPLIFT ."11TH STO PLATED CUT ',' . . .... ,4.. .114 ""', . H
<br />STEEL WASHER : ,~ @ ~ FROM EACH POST ,..,.NO
<br />/' 24 O.C..'.IAX.
<br />\,, :.a" s::u ,f)? J' PO::>T
<br />(Z) 3;a" aOl TS FOR )' x 4' PO"T
<br />
<br />CO'APOSITE ROOF PANELS:
<br />(4) 114".4' LAG BOLTS WITH
<br />WITH ',114' FENDER WASHERS
<br />PER 4'.\)' PANEL ACROSS THE
<br />FRONT ANO 24' OC. ALONG
<br />SIDES (WAU<.QN)
<br />
<br />2" x 2" OR 2" X 3" HOLLOW
<br />SEE SPAN TABLE HEADER
<br />
<br />CHAIR RAlL AND KIC<< PLATE
<br />2" x 2" HOLLOW RAIL
<br />
<br />,.1/2" X 1,1/2" X 0.C80" ANGLE
<br />EACH SIDE CF CONNECTiNG
<br />BEAM WITH SCREWS AS SHO\VN
<br />
<br />CARRIER BEAM
<br />SEe TABLE 3 . , . 2
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<br />RISER PAoNELS:
<br />(3) 118.,/2" SM S. PER 12' ?ANEL
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<br />
<br />TYPICAL UPRIGHT DETAIL
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<br /> - ?> '" PRiMARY BEAM ~
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<br />MINiMUM;;S S.M.S. . 314' LONG
<br />NU'ABER ,REQUIREQ EQUAl TO
<br />BEAM DEPT'rl iN I,NCHES
<br />NOTE: EXTRUSIONS WiTH INTEHNAL SCRE'''' BOSSES
<br />flAY BE CONNECiED WITH (2) #'0 X ,.112"
<br />INTER.'W.L Y
<br />
<br />CARRiER BEAM TO BEAM CONNECTION
<br />
<br />,
<br />, .2 OR 2 x Z ALUMINUM __~/ - '/ I I ,c.;==-
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<br />I'~ 'l' CLIP OR 'U' CHANNEL
<br />-~'}. I j /~ CHAIR RAIL ATTACHED TO POST
<br />CHAIR RAIL AND KICK PLATE ~ ./ ____'- WITH ~AIN. (4) #10 S..'AS.
<br />2" x 2' 0.044' HOLLOW RAIL ' ~
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<br />TOP I X Z CR 2 x 2 ATTAOHED TO -_/'
<br />POSTMTH ,. x,. x 2".1/16' x O.04S'
<br />ANGLE CLIPS EACH SIDE OF POST
<br />WITH MIN. (4) ~,a x '/2' S.M.S.
<br />
<br />ANC:..,OR, x Z PLATE TO C:)NCRETE
<br />WITH 114'.2"'2' CONCRETE
<br />ANCHORS Nm"IN o' OF EACH SIDE
<br />OF EACH POST AT 24' OC. 'M.X,
<br />OR THROUGH ANGLE AT 24' OC. ~MX,
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<br />MiN. Jo,12" SLAB 2500 PSI (;O,NC..J " ~/_
<br />€xfl-'Cx'O WNJJ.. OR FISEH ~FSH ~ . . . .'
<br />- - ------- ~
<br />\'APOfl BARRIER ~ I Nt:li:R C;)NCRETE -
<br />
<br />PAo'4 ROOF OR ','1000 BEAM
<br />
<br />(4).'0 x '12" SMS. EACH SIDE
<br />OF POST
<br />
<br />1 x 2 OR 2 x 2 ATTACHEJ TO
<br />BOTTOM 1'1/1' x ,. x 2'. 'I~S.
<br />0.045' ANGLE CUPS EACH SiDE
<br />ANO ~AIN. (4) ~10 x 1/2' S.,,", ~
<br />,".2" x a.~. OP'E~ BACK EXT
<br />
<br />~'.'1:8. lA\~. IN CC~CRE1E
<br />
<br />SELF-MATING POST TO BASE AND SELF-MATiNG POST TO BEAM DETAIL
<br />NON-lOAD BEAHiNG WALLS
<br />
<br />ANGLE OR RECENi~G CHA';NEL
<br />
<br />--------.....---------
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<br />PRIMAil.Y BEAM
<br />SEETA3LE3.U
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<br />MIN. JolIZ" SLAB ZSo.."O PSI CONC. \, ';n . ..' .'~ _ /
<br />axs-l0x10WW.,M. OR FIBER MESH \~~
<br />VAPOR BARRIER. UNDER CONCRETE
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<br />MINH~I.JM #8 S.MS. x :J.!-l' LONG
<br />Nt-IABER REQUIRED EQUAl TO
<br />SEAM DEPTH IN INCHES
<br />!'JOTE: EXTRUSIO,'4S WITH iNTEH.NAL SCREW SCSSES
<br />MAY SE CONNECTEDW!TH (Z) ~10 x '.1/2"
<br />:NTERNALL Y
<br />
<br />CARRIER BEAM TO WALL CONNECTION
<br />
<br />BEAM TO WAlL CONNECTION
<br />
<br />(2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO 1"1000 WAlLNITH MI.~IMI"M
<br />(2) 316" . 2' LAG SCREWS PER SIDE OR (Z)1I4". 2,1/4' ANCHORS TO CO.NCRETE OR MASONRY
<br />WALL ADO (1) AoNCHOR PER SIDE FCR EACH INCH OF BEAM DEPTH LARGER T"AN 3'
<br />
<br />(AL TERNA TE)
<br />(1l ,.314' x 1.J14' x ,.314" x 1ia"INTEH.'W. u..cup ATTACHED TO WOOD WALL WITH l,liN. (3) 3Ia" X 2"
<br />LAG SCREWS PE.R SIDE OR (3) 1i4' x 2.1i4' ANCHORS TO CONCRETE OR MASCNRY WAlL ACD
<br />(I) ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGE.R THAN 3'
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