Laserfiche WebLink
PLYWOOD PER PLAN <br />JOIST & SPACING PER PLAN <br />ip <br />PER <br />\ _ <br />SCHEDULE <br />CONNECTION <br />SCHEDULE <br />PER <br />A.I. . . 13TH EDITION (A: . .) <br />SUPPORTED <br />OF 314" 0 CAPACITY <br />WELD <br />PLATE „,i <br />BEAM <br />A325N 36LTS DIPS <br />SIZE <br />W101C10 <br />1/4" 2 16.3k <br />3/16" <br />I W12/C 12 <br />1/4" —3 -- 25.61k <br />3/16" <br />W14/C15 <br />5/16" 3 31.8k <br />1/4" <br />W16 <br />5/16" 4 42.4k <br />1/4" <br />W18 <br />5116" 5 53.Ok <br />1/4" <br />1.) CONNECTION SHALL BE PER SCHEDULE U.N.O PER SPECIFIC <br />3 DETAIL. <br />i <br />2,} MAXIMUM DISTANCE FROM WELD LINE TO CENTER OF BOLTS <br />s SHALL BE 3 1/2". <br />i <br />3 <br />SECTION <br />a <br />c? 3/4" = 11-01, <br />"L" SHAPE 3/4" TOP <br />PLATE WELDED TO TOP <br />OF COL. w/ PULL PEN WELD - <br />3/4" = 1'-01, <br />ei { iY <br />7 5/16 1 <br />— BEAM PER PLAN <br />I iil i <br />4- SCREWS TO <br />PLATE c@ 16"oc <br />SECTION <br />BALANCI��PER 1iS1.3 <br />�A <br />RDRAIL 2"0 <br />SCHEDULE <br />40 PIPE <br />LOCATE PER ARCH. <br />t • <br />)_L_ <br />RIM JOIST PER PLAN — <br />W-' - = U, - M { <br />1 <br />16GA. CONN. TOP TRACK w/ (E) 10 CMU <br />2- SCREWS a 24"oc MAX. I <br />6" MAX. FROM EACH END � �,; ,� <br />I <br />3 5/8" x 1 5/8" x 20GA STUD <br />PLYWOOD WALL 16"oc REMAINDER <br />PER ARCH. I PER SECT. 1/S1.3 ; <br />16GA. CONT. TRACK 1 i. <br />wl 2- SCREWS J <br />24"oc MAX. & 6" MAX. <br />FROM EA. END <br />PLYWOOD <br />PER PLAN <br />1. t.-yu <br />x <br />x BOX RIM JOIST <br />JOIST PER PLAN. PER. PLAN <br />_NOTE: SIM @ DOUBLE x <br />JOIST ALL CORNERS — x <br />I I ---METAL INSULATED <br />I I PANEL BY OTHERS <br />I i <br />46[ GAP <br />I � L7 <br />C ECTION <br />2-)—S E <br />1 I <br />! BALANCE PER 1151,.E <br />i <br />1 112" = 1'-O" <br />P1000 UNISTRUT TOP <br />& BOT. w/1/2"O A307 <br />BOLT @ 16"oc MAX. <br />[PER PLAN] <br />x JOIST PER PLAN <br />x <br />x <br />ANGLE 2"x2"x16GA. <br />w/ 8- #8 SCREWS <br />(4 EACH LEG) L 1 t <br />1 1/4" <br />3" <br />16GA. BENT PLATE w/ #8 <br />SCREWS @ 16"oc TO W <br />BEAM & BOX RIM JOIST <br />1 1 /2" = V-0" <br />UNITSTRU TS <br />CL 1 /2"O A30 <br />BOLTS TYP. <br />OE— <br />C <br />co <br />n <br />} 1/2"0 HEX HEAD SCREWS <br />CHANNEL NUT w/SPRINGS <br />t <br />UNITSTRUTS <br />UNITSTRUT SPLICE DETAIL <br />SECTION_ <br />1 1 /2" = V-0" <br />g <br />- — - 3 - 1"— <br />01 S1.3 <br />t a <br />1Ox22 <br />Oil <br />9 <br />OR— <br />i <br />0 I <br />ai8"xl 5/8 x16GACa . <br />2 O oc <br />� P <br />I <br />cq <br />) i <br />I I ! <br />6 <br />i <br />01 <br />I <br />0 i3 <br />� 10x22 ! <br />i <br />i <br />3/4" T&G o <br />STURD-I-FLOOR <br />PLYWOOD wl <br />10 SCREWS @ 6"oc <br />EDGES & 12"oc FIELD -NZ <br />�I <br />I , <br />01 <br />I I <br />i <br />a C1 1 <br />01 ' <br />of <br />(2)- C8"x1 5/8"xi4GA. <br />BOX RIM JOIST TYP. r <br />PERIMETER <br />01 <br />I ; <br />i <br />I _ <br />W10 2 <br />of <br />1 a -- - - o <br />s' <br />lbb 0� yy <br />W 1-2" a <br />a <br />CATWALK FRAMING PLAN cb—'__�'o <br />NOTES: 1/4" = 11-01, <br />1.} TOP OF STEEL FRAMING IS @ ELEVATION I V-0" <br />2.) VERIFY ALL DIMENSIONS WARCH DkJVGS. <br />3 ; SEE SCHEDULE ON SHEET. S1.3 FOR LIGHT GAGE MINIMUM PROPERTIES & SCREW SIZES. <br />e� <br />CA <br />a u e- <br />0 <br />w <br />z <br />O w <br />1 '' yy;' <br />eyve <br />J' <br />.......... <br />.,s <br />a <br />p <br />S,c <br />1 <br />` r <br />s <br />t <br />E <br />I <br />e <br />sl <br />i <br />I <br />~I <br />n <br />r <br />ti <br />dil <br />I <br />U? <br />IU <br />0 <br />U)0 <br />JOB NO: <br />95052031 <br />ENGINEER: <br />R. ZHU <br />DRAWN: <br />P. PATEL <br />DATE: <br />12-12-2018 <br />SHEET NO: <br />S1.3 <br />