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HSS COL.PER PLAN
<br /> /,
<br /> A512,F9 = 5Oksi di -RIM "A +D11)4,"5" SEAM PER PLAN
<br /> PLATE-THICKNESS di MIN.
<br /> HOLLOW SAME AS BEAM NEB 2
<br /> 2"GAP / STRUCTURAL TOPPING SLAB I STRUCTURAL TOPPING CORE PLANK SUPPORTING GIRDER
<br /> -/---/ w/REINFORCING PER PLAN VOID DAM i wA512Fy 50ki
<br /> /REINFORCING PER PER PLAN PER PLAN SEE TYP.BOLTED BEAM
<br /> , = s
<br /> PLAN
<br /> FULL DEPTH I/ (CF GRIND FLUSH CONNECTION DETAIL
<br /> • • •
<br /> -.1 STIFFENER It%." \NEAR SIDE FULL DEPTH
<br /> STIFFENER It '4" CONNECTION PER PLAN
<br /> 3"— 4/55.0 OR SPECIAL
<br /> — . —
<br /> I/x PLATE>
<br /> ILI __I
<br /> . , • , " ' -' .-
<br /> . , - CORE PLANK , - clii _• '''• x • -27- -6 L: &
<br /> EL D_
<br /> . . , PER PLAN
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<br /> 11 X -t-
<br /> --(51" +
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<br /> 5/4"Oxa" W.H.S.@ 2O.C.
<br /> 1-0" O . •
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<br /> /
<br /> .--=—.(,--\\
<br /> VOID DAM
<br /> NOTCH HOLLOW \\. -
<br /> CORE PLANK AT
<br /> POST LOCATION ' a4_ _____-.3 i
<br /> (3)SIDES> 4, V C/4---"/ • X
<br /> c• ,t\y +1)--\\AN
<br /> 1/2x PLATE>
<br /> CO.CI5
<br /> 3/4"x4" NEOPRENE BEARING THICKNESS, Ci ci3
<br /> (3) SIDES> ,, 1 z
<br /> STRIP BEAM CONN. _I 1 L6x4x%x 11-0" SUPPORTING GIRDER SEE TYP. BOLTED BEAM '4 ''
<br /> PER 6/S5.1 001110 2 MN. LONG IN/(2)'/2"(1) PER PLAN CONNECTION DETAIL 4/55.0 di -DIM "A"
<br /> 3"BEARING TITEN HD SCREWS OR SPECIAL CONNECTION A512,Fy = 50k.si +DIM "B" V (GP GRIND FLUSH
<br /> / ...------- /7/ ;_i1 MIN. /- 'NEAR SIDE it
<br /> MINIMUM FULL DEPTH ALIGN w/VOIDS IN PER PLAN PLATE-THICKNESS Ct j%
<br /> STIFF it 1/2" - PLANKS BEAM PER PLAN SAME AS BEAM WEB 2
<br /> 4 - t- •
<br /> EACH SIDE BRACE 4 .v
<br /> , i 1
<br /> I I CONNECTION ...
<br /> BEAM PER PLAN BEAM PER PLAN I I PER S/55.I /0"
<br /> _.. 4____.
<br /> 8/ONAL *
<br /> HOLLOW GORE PLANK AT INTERIOR STEEL BEAM SCALE:1"=11-0" I HCI-LOW GORE PLANK AT POST ABOVE SCALE:1'1:1,0" 2 TYPICAL COMeCTION FOR.BEAMS AT DIFFERENT ELEVATIONS SCALE:NONE 4
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<br /> OMIT COL.ABOVE EXPANSION BOLT 4 FLUTE '
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<br /> 546 V Q I AT SIM.
<br /> W.H.S.PER PLAN T
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<br /> It ks"x1"x01-1" \ \---COMPOSITE COMPOSITE '2 EQ. EQ. 2 0
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<br /> BASE It 5/4"x BEAM // / ;i/ ...- co .,.
<br /> FULL-HT.STIFF FULL-HT.STIFF I DECK PER PLAN DECK PER PLAN \ = ± <
<br /> ft.5/8"EACH i i, 1/4 1\ ft t,"2 EACH I FLANGE WIDTH w/(4)
<br /> i ii '4 N \ -...D y >,< g
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<br /> FACE 2 FACE 1
<br /> -7/ect)A-325-N BOLTS
<br /> AT BEAM GAGE 2 -, ,, „. , .,
<br /> ..TL\--------__ t __`_'.__ - ' ,._
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<br /> •- 0 C\I C,.!
<br /> GAP 1 -11AP,/ • 11 AIM lo E)
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<br /> * • .4 _.,---"-- -igili ZA ./ -------- •-
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<br /> \ Sz5 _I I
<br /> 41 > <np. +.. o: -/ /- * Plt•<-410 --, EXPANSION BOLTS 61m.
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<br /> 1„ lAl. ! 0 , .......... ----.........,..i
<br /> 12 14 H 11' 0 <TYP. ,, + .
<br /> 1/4 • - i'-'11, 9 TYR> '%
<br /> ,
<br /> H _o_ SHEAR ft 3/8" /*/ SHEAR ft, I. " • i,,,7,,/i '4 / SINGLE L" " BRACE
<br /> TYP. , TYP
<br /> i t-N BEAM PER PLAN ONLY,MAX. "L" ,-, -11-6"
<br /> 111.111111111114H, III
<br /> ' L4x4x%FOR LI ar-6"
<br /> thik.1/4 A(10_3)21,5,p_N
<br /> 0- CAP fE.3/4"x BEAM
<br /> -'41111111k. A-525-N
<br /> BOLTS 1
<br /> 1
<br /> c/ 1
<br /> I CAP It 3/4"x BEAM BOLTS BEAM PER PLAN
<br /> tt 5/6"x1"x01-1",TYP. L5x5x%FOR Li 15-6"
<br /> OPTIONAL ERECTION BOLT 'L.-
<br /> 5/16 V FLANGE WIDTH IN/A W2I BEAMS 54 V I FLANGE WIDTH w/(4) W24 BEAMS
<br /> A-325-N BOLTS 3,, PER PLAN 1 74"47 A-325-N BOLTS si, PER PLAN
<br /> AT SEAM GAGE / / AT BEAM GAGE / / COMECTION TO BEAM CONNECTION TO DECK
<br /> HSS COLUMN /1-L'.< H55 COLUMN /1„,, ‹ / PLAN DESIGNATION-
<br /> PER PLAN 2" 2" PER PLAN / 2" 3" 2" LOCATE w/EQUAL
<br /> PER
<br /> PLAN /
<br /> / (/
<br /> MOM: PER
<br /> PLAN :'f' '(/ - 1*----LI
<br /> . SPACING BTWN.
<br /> ADJACENT BEAMS.
<br /> ARROW INDICATES BOT.
<br /> I. SEE 2/55.1 FOR FLANGE BRACING AT COLUMN. FLANGE ATTACHMENT
<br /> tg:M.
<br /> SEE 12/54.1 FOR HOLLOW GORE PLANK CONNECTION. 2. SEE I/55.1 FOR HOLLOW CORE PLANK CONNECTION.
<br /> MI HANGING BEAM CONNECTION SCALE:1"=1,0" 5 N424 HANGING BEAM CONNECTION SCALE,111:1'0" 6 TYPICAL FLANGE BRACING SCALE:NONE
<br /> gal.
<br /> NOTE 4 NOTE 4 cZ N,L
<br /> tu W 0 4 MN. I. THE MINIMUM NUMBER OF IAIELDED HEADED STUDS(WHS) REQUIRED IS QUANTUM
<br /> /
<br /> (X)NOTEI ir).\ > ILI ki)
<br /> 0 q kn
<br /> 0 21-0"MAX. PLACE STUDS SHOWN AS(#)ON FRAMING PLANS. NHSISHALL BE PLACED AT A
<br /> / / / '-
<br /> ri 6 .1 !V TYP. ON BM.q AXIS MAXIMUM SPACING OF 2'-0" O.C.ALONG THE BEAM AXIS.ADDITIONAL CONSULTING ENGINEERS
<br /> "W" (INCHES) 5/4"4 YVELDED __,
<br /> 0 / / NOTE 5 INH5 MAY BE REQUIRED TO MEET THE MAXIMUM SPACING REQUIREMENTS.
<br /> HEADED STUDS,TYP. 0 k.)14-1 ± 1511 THIRD AVENUE
<br /> tiirl- 0 X t---NOTE 2 I BMSUITE 323
<br /> DECK DEPTH SINGLE ROW TWO OR MORE < SECTION , _
<br /> • \- (k, . 2. SPACE IAIH5 EQUALLY ALONG THE BEAM LENGTH AND PLACE SEATTLE,WA 98101
<br /> OF STUDS ROWS OF STUDS TYP. \ , , , t,
<br /> ::
<br /> 4 SYMMETRICALLY ABOUT THE BEAM SPAN CENTERLINE. IF EQUAL TEL 206.957.3900
<br /> ,4 \--\-
<br /> ' - 11111111117IMMILMINEWS-MEMITIMIIIIIMMINIMINITAMIC -IPMEM ., .1' - Z \ \ SINGLE ROW OF MS-PLAN SPACING IS NOT POSSIBLE DUE TO DECK CONFIGURATION, FAX 206.957.3901
<br /> 3" 41/2" ski, miimimmon
<br /> a •ommimammioromimimilorommaimmam ....-. ....... -,,-,
<br /> - Y NOTIFY THE STRUCTURAL ENGINEER. www.quantumce.com
<br /> "MN.
<br /> BEAM PER PLAN ' #4x " @ IS"0.G CENTERED OVER
<br /> 3. THE REQUIRED NUMBER OF IAIH5 ROWS SHALL BE DETERMINED AS
<br /> ALL GIRDERS SUPPORTING BEAMS 21-0" MAX.
<br /> TYP. - FOLLOWS(BEAM LENGTH IN FEET):
<br /> in I DECK FLUTES PARALLEL TO BEAM SPAN:
<br /> PUDDLE IAIELD DECK FLUTE AT MAX. 12" F—
<br /> TYPICAL CORPOSITE BEAM =
<br /> FROM STUD TO BEAM FLANGE WHERE *ROWS (0.315 x(#) STUDS) -- 0 e
<br /> / SIZE PER TABLE 1111-1=1 d- BM. BEAM LENGTH ,- EN
<br /> 1A11-15 SPACING EXCEEDS 12"O.C.
<br /> P,, ,, i, a,
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<br /> #4 x 4'-0"@ 24"O.G. DECK FLUTES PERPENDICULAR TO BEAM SPAN: g 0 Z u)
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<br /> I (MIN.) PERP.FRAMING PERP.FRAMING 0 iii ti
<br /> xr, >Ail- _1 COMPOSITE DECK PARN-LEL CENTERED OVER ALL - X *ROWS . (#) STUDS
<br /> ::cis Tc
<br /> 0 1-
<br /> NOTE 4 NOTE 4 - 0 -
<br /> 0 0 `-' BEAMS(NOT REQ'D @ TWO ROWS OF WHS-PLAN SEAM LENGTH cl. 0 z K.
<br /> 0 1.1J
<br /> I
<br /> (X)NHS MINH5 ' (Z)WH5 co . ,,, - -,.. .... EDGE OF SLAB BEAMS)
<br /> // / 4. FIRST NHS SHALL BE PLACED: co Z
<br /> < w
<br /> DECK MFR.TO CUT DECKS19111111 .-
<br /> NOTE 2 NOTE 2 NOTE 2 _II
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<br /> 11101.11PAINTiliiiii. DECK FLUTES PARALLEL TO BEAM SPAN:
<br /> F--
<br /> R, AND PROVIDE CLOSURE / / / / / MAX.6" FROM BEAM END. 7- -.1 W - cp
<br /> V CO Lij
<br /> STRIP A5 REQ'D WHERE , W 0 WELDED i > III (..)
<br /> ' DECK LOW FLUTE DOES _- 7 - - - 7 ir w w w •.. . -. . °. — 11.1
<br /> in t-, HEADED i DECK FLUTES PERPENDICULAR TO BEAM SPAN:
<br /> ci) 0 (0w
<br /> NOT ALIGN w/SEAM WELD METAL DECK - WO - PUDDLE vino DECK FLUTE TO BM. CLOSEST FLUTE TO BEAM END(lb" MAX.)
<br /> -6 TO SEAM PER 2/55.2 XEL <-1 i FLANGE WHERE NO WH5 PROVIDED < Ct (°73 L.
<br /> .i
<br /> !
<br /> `, (SAME GAGE A5
<br /> 4 STUDS
<br /> 5. DECK FLUTE TO BE CENTERED OVER BEAM OR DECK MUST BE SPLIT
<br /> 6 — 0 I-
<br /> '''' METAL DECK) — v Lit' I
<br /> BEAM PER PLAN
<br /> FULL LENGTH OF BEAM TO PROVIDE CONC.HAUNCH PER 01/55.I. Drawing:
<br /> COMPOSITE BEAM r4/SPECIAL STUD SPACING,
<br /> COMPOSITE DECK PERPEMICLLAR 6816 Evergreen Way— B1206-014 S5. 1
<br /> 1' TYPICAL AT COMPOSITE DECK PARALLEL TO BEAM SCALE:NONE di TYPICAL COMPOSITE BEAM DETAIL SCALE:NONE 12 Job Numbe,
<br /> 12104.01
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