|
<br />f-
<br />
<br />1f POST SIZE PER
<br />T TABLE 2,2, , ANDIOR
<br />SEE TABLE 2,1,1 ANOIORTABLE 2.12 I TABLE 2,2,2
<br />AFTER COMPVT'lNG 'A'l.A.RGEST VAlUE
<br />
<br />! -rt -+
<br />
<br />
<br />r1
<br />,0
<br />IU],e-
<br />~ :: - - ::---'S-
<br />~
<br />MIN. 3-112" SlAB 2500 PSI CONC, ,!i":
<br />6>$-'Cx10 WW.M, OR FiBER MESH .
<br />
<br />VAPOR BARRIER UNDEH CONCRETE
<br />
<br />',118" ML"4, iN CONC,"ETE
<br />
<br />~
<br />
<br />a~
<br />Al TERNA lC CONNECTlQN DEi AlL
<br />'Z" x 'Z" x 0.063" ANGLE CONNECT
<br />UPRIGHT @ BEAMIliEAOER AND
<br />CHAIR RAIl.
<br />
<br />ROOF PANEL SEE SECTION 7
<br />
<br />BEAM SP AN
<br />'W" FOR BEAM SIZE
<br />
<br />i
<br />II)
<br />w
<br />~
<br />
<br />I
<br />
<br />SIDE Vl'2N SINGLE OR DOUBLE BAY CARPORT
<br />
<br />(2) #, 0 x l' SHEET METAl SCRE'tt'
<br />iNTO SCREW StOTS
<br />ANCHCR l' x 'Z" f>V.. TE TO CONCRETE
<br />WITH 1/4' X 2-112" CONCRETE
<br />ANCHCRS 'MnilN 5" OF iOACH SIDE
<br />OF iOAOl POST AND 24' O.C, MAX.
<br />
<br />KNEE BRACE NOT REQUIRED FOR
<br />ATTAOlEDSTRUCTURES
<br />KNEE BRACE REQUIRED IF POST NOT
<br />SET ,"4 CONc::t:TE FOOTiNG
<br />
<br />PAN OR COMPOSI'lC ?ANEL .~OOF
<br />
<br />,. X 'Z" EXTRUSiON
<br />
<br />
<br />I . I
<br />I .
<br />I . !
<br />
<br />
<br />i
<br />CENTER. OF 'I'
<br />BRACE CONNECTION FOR
<br />START OR END OF BEAM SPAN
<br />,(- KNEE B
<br />LENGTH
<br />~Na KNEE BRACE 2" X 3" X O,OSO" KNEE
<br />BRACE WITH (3).'0 x V'Z" EAOl SIDE OF BEAM
<br />U-CHANNa ON SIDE wml (3) #10 X 112" ANO
<br />"'NEE BRACE :~ POST ,<.11.'0 (3) #1 0 :: ',12" EAOl
<br />..~~ C'lF~CE Wf11iCOAAOSlON
<br />RESISTiVE "'ASHER HEADED SCRE\-VS
<br />BEAM PER?E.'1DICUl.AR TO ROOF BEAM PAAALLEL TO ROOF
<br />KNEE BRACE TO POST DETAlL
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DET AlL
<br />
<br />ANCHOR PER DET AlL FOR PAN
<br />OR COMPOSiTE PA..~a
<br />SEe TABLE 2.3 FOR NUMBER OF
<br />SOL TS AND StZE OF POST
<br />
<br />BEAM AND POST StZES SEE
<br />TABLE 2, , .1, TABLE 2,' ,2 AND I
<br />OR TABLE 2,2,1. TABLE 2,2,2
<br />
<br />COlUMN NOTOlED TO SUIT
<br />
<br />'Z" X T OR 'Z" X 3" OR 'Z" 5MB POST
<br />
<br />::,.,..
<br />(4) #10 x'l2" S_~1.S. EAOl SIDE
<br />OF POST
<br />
<br />SIDE NOTCH POST TO BEAM CONNECTION
<br />
<br />I i
<br />~.J-
<br />
<br />I
<br />V-
<br />
<br />------ -
<br />, ',~~
<br />~ ~ -+
<br />I I 1 I
<br />r7l0 .....----
<br />ANCHOR ,. X 'Z" ?tATE TO CONCRETE
<br />WITH 114' x 2.112" CONCRETE U-L
<br />ANCHORS 'Ml1-iIN 5" OF EACH SIDE V /-
<br />uF EACH POST AT 24' OC, MAX.
<br />OR l1-iROUGH ANGLE AT 24' O.C, MAX.
<br />- ~iL rc-
<br />
<br />~- 'I !:~
<br />MIS. 3-1/2" SlAB 2500 PSI CONC, \ ,{: ' '..: ~'i- )
<br />6>$-10:<10 W.W.M. OR F1BE.R MESH \~
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />ti-
<br />
<br />'"
<br />w
<br />~
<br />
<br />I
<br />
<br />HEADER SCAM
<br />
<br />ROOF PANa SEE. SECTION 7
<br />
<br />H-aAR DR GUSSET Pt.A lC
<br />2" X 'Z" x '1'6" .o.NGLE EACH SIDE
<br />ATTACH TO POST AND CONCRETE
<br />AT lOAD B0\RlNG WAlL WITH
<br />(2) #'0 x '12" S.I.4,S, EAOl SIDE
<br />,. X T EXTRUSION
<br />
<br />'-
<br />
<br />PtATE TO BE SAME THICKNESS
<br />AS SEAl... WEB
<br />PlATE CAN BE iNSIDE OR
<br />OUTSIDE BEAM OR LA? CUT
<br />r- d-. 50" -I'- d-. 50" -r ,. MAX.
<br />
<br />SE'_<:cT FASTENERS FROM l7S' ~I - . - -1- -- - I ~~' 1~
<br />TA8lE1.6 -.;;:-'" :, ~":l
<br />! 7S" ~ _ _ _ _ ~ I '
<br />", ,--,,;
<br />DENOTES sc:<J:"" PATTER.N ,. MAX.
<br />NOT NUMBE':~ OF SCRE'WS
<br />
<br />
<br />S?UCE TO BE LOCATED 114 TO ',13
<br />BEAM SPAN AND STAGGERED EAOl
<br />SIDE OF SELF MATiNG BEAM
<br />
<br />'.1.18. ML"4. iN CONCRElC
<br />
<br />d 0: "EIGHT OF BEAM
<br />BEAM S?UCE SHAU. BE MINIM\;M
<br />d - .fj(;f' HEIGHT
<br />2 x (d - .50") LENGni
<br />
<br />SELECT FASTENE::t S~ NUMBER
<br />AND SPAG;NG FROM TABLE 1,6
<br />
<br />SELF-MATING POST TO BASE AND SELF-MATING POST TO
<br />BEAM DETAIL
<br />
<br />CENTER NOTCH POST TO BEAM CONNECTION
<br />
<br />TYPICAl BEAM SPLICE DETAIL
<br />
<br />ANGLE OR RECEMNG CHANNEL
<br />
<br />1.112" x 1.'12" x 0.080" ANGLE
<br />EAOl sloe OF CONNECTiNG
<br />BEAM wm; SCREVY'S AS SHOV'I'N
<br />
<br />1@
<br />-@
<br />-l@
<br />:1@
<br />-l@
<br />.:.@
<br />
<br />w
<br />...
<br />III
<br /><
<br />I-
<br />a:
<br />w
<br />a.
<br />:r
<br />I-
<br />a.
<br />w
<br />C
<br />
<br />~~
<br />
<br />~ @
<br />~ @
<br />PRlMARY BEAM a: @
<br />SEE TABLE 2,1. 1 w
<br />AND/ORiABLE2,'.2 ~ @
<br />Ii: @
<br />~ @
<br />
<br />
<br />NOTE: CROSS BEAM ATTAOlED AT COLUM."4 AND BEAM
<br />
<br />PRlMARY BEAM
<br />SEETABLE2,1,1
<br />AND/OR TABLE 2,' ,2
<br />
<br />
<br />CAAAlER BEAM
<br />SEE TABLE 2 , 1 , 3
<br />
<br />MINIMUM #8 S,M,S, x ~4' LONG NUMBEH
<br />REQUIRED EQUAl TO BEAM DEPTH IN iNCHES
<br />EXTRUSIONS WITH INTERNAl SCRE'.... BOSSES
<br />MAY BE CONNECTED WITH (2) #10 x 1-'12"
<br />INTERNAU. 'f
<br />
<br />BEAM PER DESIGN TABLE
<br />
<br />NOTE:
<br />
<br />MINIMUM #8 S.M,S. x~. LONG
<br />NUMBER REQUIRED EQ\;Al TO BEAM DE?'TH
<br />NOTE: EXTRUSIONS WITH INTERNAl. SCREW BOSSES
<br />MA 'f BE CONNECTED Wll1-i (2) "0 x ,- 112"
<br />INTERNALI. Y
<br />
<br />CARRIER BEAM TO BEAM CONNECTION
<br />
<br />CARRIER BEAM TO WAlL CONNECTION
<br />
<br />CROSS BEAM AT COLUMN AND AT BEAM
<br />
<br />BEAM TO WALl. CCNNEcnON
<br />(2) 'Z" x 'Z" x 0.000" EXTERNALL'f MOUNTED ANGlES ATTACHED TO WOOO WAlL wml MINIMUM
<br />(2)318" x 'Z" LAG SCREWS PER SIDE OR (2)114. x 2.'/4" ANCHORS TO CONCRETE OR MASONRY
<br />WAlL ADO (' l ANCHOR PER SIDE FOR EAOlINCH OF BEAM DEPTH lARGER THAN 3"
<br />(.oJ. TERNA TEl
<br />I'l 1,~4. x 1-314" x 1-314' x'la" INTERNALlJ..CU? ATTACHED TO WOOO WAlL Wffi1 MlN. (3) 318" x2"
<br />lAG SCREWS PER sloe OR (3)1W x 2-1/4" ANO-lORS TO CONCReTE OR WSONR'f WAlL ADO
<br />(1) ANCHOR PER sloe FOR EACH !N0l OF CANTIlEVERED BEAM DE?'TH l.A.RGER THAN 3"
<br />
<br />ANCHOR PER DEi AlL FOR PAN OR
<br />COM?OSlTE PANEL
<br />SEe TABLE 2 , 3 FOR NUMBER OF
<br />SOL TS AND SIZE OF POST
<br />
<br />BEAM ANa POST SIZES SEE
<br />TABLE 2.1.1. TABLE 2,' .2 AND I
<br />DR TA8LE2 ,2,1, TABLE 2 ,2,2
<br />COlUMN NOTCHED TO SUIT
<br />
<br />,. x 2 '18" x 0.044' CHANNa
<br />wi #8 x 3Ill" wi HEAD S.M,S.
<br />@ 1 '12" 0.0. MAX. SOni SIDES
<br />
<br />(2.) #8 x '12" wi HEAD S.M.S,
<br />PA/VU.El@ '12" O.C. MAX.
<br />TI-lROUGH '" x 2 118" CHANNa
<br />INTO BEAM
<br />
<br />(2) 5/,5" x 3 112"
<br />CAD, ST, BOLTS 11-lROUGH
<br />
<br />....J
<br /><
<br />en:)
<br />oz
<br />w<
<br />::C~
<br />enz
<br />od(9
<br />enCi5~
<br />ffi~~
<br />>cnw
<br />Owo
<br />U~N
<br />O:)Z
<br />~t;o
<br />Q.:)f=
<br />_ ~ U
<br />enl-w
<br />I-cncn
<br />~~
<br />0:)
<br />Q.z
<br />~ -
<br />00:{ ~
<br />U:)
<br />....J
<br /><
<br />
<br />I-
<br />u.i~_
<br />..... '"
<br />0... :l -
<br />\I)'"
<br />-~ ~
<br />~~u.~
<br />Q,);::~~
<br />C~O"~
<br />c:q::~~
<br />35~~~~
<br />.>I-WX
<br />W~55e
<br />Q,)cl::f~
<br />,,~..wu.
<br />""" LlJ n ~
<br />C ~... W
<br />-)(1-
<br />Q,)~O
<br />'- ~ III
<br />>...0
<br />~:> .
<br />....J
<br />
<br />
<br />3
<br />
<br />OF
<br />
<br />7
<br />
|