|
<br />~-!-.,,~:t
<br />(21.10 x l' SHEET METAL SCREW ----~..JnlF
<br />INTO SCREW SLOTS' ~J
<br />ANCHOR l' X 2' ~ TE TO CONCRETE I 'j-L',
<br />WITH 1/4' X 2.11Z' CONCRETE .LJ'
<br />ANCHORS WITHiN o' OF EACH SIDE
<br />0' EACH <'OS, ,,"0'" OU"''- r ';I
<br />
<br />I CO' lU, ~
<br />~~?
<br />MIN. 3-11Z' StAB 2500 PSI CONC. '.! .:. . . ~ /
<br />6x6-1Cx10 WW.M. OR FIBER MESH .
<br />
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />BEAMlHEADER
<br />ALTERNATE CONNECTION DETAil
<br /><' X <' X 0.063' ANGLE CONNECT
<br />UPRIGHT @ BEAM/HEADER AND
<br />CHAIR RAIL
<br />
<br />l' X 2' EXTRUSION
<br />
<br />1.1{8' MiN. IN CONCRETE
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
<br />
<br /><' X <' OR 2" X 3' OR 2' 5MB POST
<br />
<br />~~
<br />! / ~J..
<br />! 0 0 ! .
<br />
<br />~
<br />,
<br />
<br />~~-
<br />ANCHOR l' X 2' PLA. TE TO CONCRETE Lp
<br />WITH '14' X 2.1/2' CONCRETE : r---
<br />ANCHORS WITl,IN 6' OF EACH SIDE /
<br />OF EACH POST AT 24' OC. MAX. ...---J1 /
<br />OR THROUGH ANGLE AT 24' O.C, MAX. ~ 0 i
<br />
<br />~ - r"1( ~
<br />~d ----r, I----;=-~
<br />
<br />MIN. 3-112' SlAB 2500 PSI CONC. \ 'W . .: .' t- /
<br />6x5-10x10 WW.M. OR FIBER MESH ~
<br />
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />(4) .,0 X 1/2" S,M.S, EACH SIDE
<br />OF POST
<br />
<br />HEADER BEAM
<br />
<br />H-8AR OR GUSSET PLA.TE
<br />2" X 2" X 1116' 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.'18' 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 1
<br />~. ,-----
<br />11rU-i~
<br />~r-.
<br />b;=LO
<br />
<br />l' X <' OPEN BACK
<br />ATTACHED TO FRDNT POST WITH
<br />.10 X 2' S.M.S, MAX. 6' FROM
<br />EACH PURlIN AND 24' O.C.
<br />
<br />FRONT WALL PURlIN
<br />
<br />
<br />TYPICAL CORNER DETAIL
<br />
<br />SIDE WALL HEADER ATTACHED TO
<br />l' X 2" OPEN BACK WITH MIN.
<br />(2)1110 X 1.1/2' S.M.S.
<br />SIDE WALL PURLlNS ATTACHED TO
<br />l' X 2' OPEN BACK WITH MIN,
<br />(2) .,0 X 1.1/2' S.M.S, IN
<br />SCREW BOSSES
<br />
<br />FRONT ANO SIDE BOTTOM RNLS
<br />ATTACHED TO CONCRETE WITH
<br />1/4' 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 />COMPOSITE ROOF PANELS: :
<br />(4) 114'x4'LAG BOLTS WITH --f~~'
<br />WITH '.114" FENDER WASHERS l :
<br />PER 4'.{)' PANEL ACROSS THE ~
<br />FRONT AND 24' OC, ALONG I "
<br />SIDES (WALK-ON)
<br />
<br />1 r RISER PANELS:
<br />VI (3) tI-8 X 1/2' S.M.S. PER 12' PANEL
<br />.1. ~
<br />
<br />IIJI~ HEADER ATTACHED TO POST
<br />WITH MIN, (2) .,0 X 1-1/2' S,M.S.
<br />IN SCREW BOSSES
<br />CHAIR RNl AND KICK PLA.TE .....-i1
<br />2' X 2' HOlLOW RAIL i J Ti 1
<br />POST ATTACHED TD BOTTOM ~ --2- 2' X 2', 2" X 3' OR 3' X 2' HOLLOW
<br />WITH MIN, (2) .,0 X 1.1.'2" S.M,S. . , " SEE SPAN TABLES
<br />IN SCREW BOSSES . . ~r-:- , _ _ FOR SNAP EXTRUSIONS CHAIR
<br />.;1 RAIL ATTACHED TO POST WITH
<br />EXISTING SLAB MAY BE USED IF r-LnTi MIN (2) .10 X 1.11Z' S,M S. IN
<br />IN GOOO CONDmON AND APPROVED I SCREW' BOSSES
<br />BY THE BUILDING OFFIClAL II
<br />(l)HILTI 1/2'x3-112'KBII. _~ - ~-~ 1'x2' OPEN BACK BOTTOM RAIL
<br />BOLTS APPROVED FOR 665# . .
<br />UPLIFT WITH sm ~TED CUT ~. ., . '. -, -/- 1/4 X 2.114 MASONRY ANCHOR
<br />STEEL WASHER .' @6'FROMEACHPOSTAND
<br />.. 24' 0 C MAX.
<br />\1; Z18' B,)LT 'f)P 3' POST
<br />(2) 3:8' BOlTS FOR 3' X 4' PO;:jT
<br />
<br />2' X 2' OR <' X 3" HOllOW
<br />SEE SPAN TABLE HEADER
<br />
<br />TYPICAL UPRIGHT DETAIL
<br />
<br />-~
<br />.4@
<br />.
<br />1-1/2' X 1.112" X OOSO' ANGLE ~~ @
<br />EACH SIDE OF CONNECTiNG I _ @
<br />BEAM WITH SCREWS AS SHOWN j -4 @
<br />! ~.'"
<br />I . "" ,
<br />I I'
<br />I !
<br />W
<br />
<br />CARRIER BEAM
<br />SEE TABLE 3,1,2
<br />
<br />W
<br />...l
<br />C!l
<br />'"
<br />I-
<br />er
<br />w
<br />!l.
<br />:I:
<br />I-
<br />!l.
<br />u.J
<br />Cl
<br />
<br />I
<br />~
<br />I
<br />I
<br />j
<br />,
<br />
<br />PRIM.6.RY ",€AlA
<br />SEE TABLE 3.1.1
<br />
<br />NOTE:
<br />
<br />MINiMUM tI-8 S,M,S. ~ 314' LONG
<br />NUMBER REQUIRED EQUAL TO
<br />BEAM DEPTH IN iNCHES
<br />EXTRUSIONS WITH iNTERNAL SCREW BOSSES
<br />f.O.AY BE CONNECTED WITH (2) #10 X 1.1/2'
<br />iNTERNALLY
<br />
<br />CARRIER BEAM TO BEAM CONNECTION
<br />
<br />+
<br />
<br />
<br />PAN ROOF OR WOOD BEAM
<br />
<br />~ (4) .,0 X llZ' S,M.S. EACH SIDE
<br />,/ , A OF POST
<br />1 X 2 OR 2 X 2 ALUMINUM -.-/ Jtj' - -
<br />
<br />TOPlx20R2x2ATTACHEDTO ' ;
<br />POST WITH l' X l' X 2' X 1'16' X 0.04~'
<br />ANGLE CLIPS EACH SIDE OF POST
<br />WITH MIN, (4) #10 l( 1/2' S.M,S, ~ '
<br />I '1 L:::; 'l' CLIP OR 'U' CHANNEL
<br />',' :J: . f/ j CHAIR RAil ATTACHED TO POST
<br />CHAIR RAI1. AND KICK PLATE ~ ~ WITH MIN, (4) #10 5,1.1.5,
<br />2" X 2' 0,044' HOLLOW RAIL , . ~l
<br />
<br />ANCHOR 1 X 2 PLA.TE TO CONCRETE __ 1 X 2 OR 2 X 2 ATTACHED TO
<br />WITH 114' X 2.1'2' CONCRETE / BOTTOM WI l' X l' X 2' X 1116'
<br />ANCHORS WITHIN 6' OF EACH SIDE ...-'1. / 0.045' ANGLE CLIPS EACH SIDE
<br />OF EACH POST AT 24' O.C, MAX. 1 v-n AND MiN, (4) #10 X 1/2' S.M.5.
<br />OR l11ROUGH ANGLE AT 24' D.C. MAX. r 1 . .,. 0 0 EXT
<br />"j 1 X, X .044' PEN BACK ,
<br />-~~ ~
<br />
<br />~= 'J ~!::~ 1.1/8' MIN, IN CONCRETE
<br />
<br />MIN, 3-1/2' StAB 2500 PSI GGNe, . \ .~: . .: , ~_ /
<br />6x6-'Oxl0 W,W,,,!,, OR FIBER MFSH I.::_-------~_/
<br />
<br />V APOf1 BARRIER lIN:)t;.'~ 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 CHANNEl
<br />
<br />'---~
<br />
<br />~--....
<br />
<br />~
<br />
<br />@.
<br />
<br />:~
<br />:~l.,.
<br />:9l ~ '"
<br />~"'"
<br />0:
<br />
<br />~
<br />,
<br />I
<br />,
<br />
<br />W
<br />...l
<br /><Il
<br />'"
<br />I-
<br />er
<br />u.J
<br />!l.
<br />:I:
<br />I-
<br />!l.
<br />u.J
<br />Cl
<br />
<br />PRIMARY BEAM
<br />SEE TABLE 3.1,1
<br />
<br />NOTE:
<br />
<br />MINiMUM tI-8 S,M,S. X 314' LONG
<br />NljM8ER REQUIRED EQUAL TO
<br />BEAM DEPTH IN IN(;rlES
<br />
<br />EXTRUSIONS WITH INTERNAL SCREW BOSSES
<br />MAY BE CONNECTED WITH (2) #10 X 1.1/2'
<br />INTERNAlLY
<br />
<br />CARRIER BEAM TO WALL CONNECTION
<br />
<br />BEA.\A TO WALL CONNECTION
<br />(2) 2' X 2' X 0.060' EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINiMUM
<br />(2) 318' X 2' LA.G SCREWS PER SIDE OR (2) 1/4' 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 />(At. TERNA TE)
<br />(1) 1.314' X 1-314' X 1-314' X 118' INTERNAL U-GUP ATTACHED TO WOOD WALL WITH MiN, (3) 3I!l' X 2"
<br />LAG SCREWS PER SIDE OR (3) 114' X 2.114' ANCHORS TO CONCRETE OR MASONRY WALL ADD
<br />(1) ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN 3'
<br />
<br />...J
<br /><(
<br />::)
<br />i/)Z
<br />~<(
<br />O~
<br />OZ
<br />~Q(/)
<br />(/)(/)...J
<br />(/)w~
<br /><(Or-
<br />t3~~
<br />o/l~t")
<br />...J::)Z
<br />>-1-0
<br />~gi=
<br />>~()
<br />- I- W
<br />Z(/)(/)
<br />liJ~
<br />~::)
<br />()Z
<br />(/)~
<br />::)
<br />...J
<br /><(
<br />
<br />....
<br />u.i~~
<br />,.,':5 ~
<br />U-V)N
<br />:2;'"
<br />~8 ~.~
<br />(J)...."'....
<br />C~5~~
<br />C~>:....~
<br />~g~~~
<br />. ~ ~ ~~
<br />W~55e
<br />'IIl:!:X
<br />(J)Q;=!l.'"
<br />"U,j<Du.JLl.
<br />'-'LuC"1...J
<br />C:2;....w
<br />-Xl-
<br />(J)~o
<br />L..~
<br />3s
<br />ju
<br />
<br />
<br />Sf ET
<br />
<br />2
<br />
<br />OF
<br />
<br />6
<br />
|