Laserfiche WebLink
"L„ SHAPE 3/4" TOP <br />PLATE WELDED TO TOP <br />OF COL. w/ FULL E'EN WELD <br />GUARDRAIL PER I i <br />SECT. 5/51.3 i I <br />PLYWOOD PER PLAN <br />— <br />I I <br />F— 1 <br />4 j <br />JOIST& SPACING PER PLAN <br />51.3 I ! <br />I IL___ <br />1,0 <br />PER PLAN <br />CL H.S.S. I I <br />1Li <br />x I <br />COL. BELOW I I <br />I $ ! <br />Fa iLi <br />SEAM PER <br />PLAN <br />BEAM PER PLAN <br />BEAM PER PLAN <br />S�� <br />I <br />M" <br />r <br />I <br />I <br />" GV RI IANG <br />CO�LWIDT� <br />5/16 <br />PLATE --- <br />C.J.P. / I\ <br />1bPLAN <br />! <br />la <br />2- 10 REK SCREWS <br />' l FOR JOIST TO BM I <br />i <br />( <br />I <br />9 <br />T. & B. <br />NO GAP TYP. 13 <br />1/4 <br />PLATE's TO <br />WED TO <br />I <br />I <br />1/2 WF PM. TYP. <br />BM. FLANGE &COL. <br />3/16 COL. TYP. <br />3/4" PLATE I <br />I NO GA BM. <br />- - <br />i <br />/COL. TYP.) <br />NOTE: <br />COL. TO i <br />PLATE <br />( <br />INSPECT ALL WELDING <br />PRIOR TO CASTING <br />CL. SYMMETRY \\ <br />\\ <br />( <br />CONCRETE. <br />C.J.P. i <br />I <br />i <br />I <br />I <br />BEAM PER PLAN <br />COL. PER PLAN I <br />i <br />I <br />I <br />i <br />I <br />- <br />5/16 <br />E: I <br />I <br />S TO EE <br />LA325SCAT ALL <br />3/4" PLATE CUT COL.. & <br />PLATES <br />WELD T&D TO PLATE <br />w/ FULL PEN WELD <br />SECTION <br />N <br />o- <br />ff <br />N <br />3/4" PLATE ' I <br />COL. TO <br />PL. C.J.P. 0„ <br />COLUMN PER PLAN - <br />SECTION <br />SCHEDULE <br />PER A.I. . _ 1 TH EDITION (A. .D.) <br />SUPPORTED <br />SEAM <br /># OF 3/4" O <br />PLATE 'it" A325N BOLTS <br />CAPACITY <br />KIPS <br />WELD <br />SIZE <br />W10/C10 <br />1/4" 2 <br />16.3k <br />3/16" <br />W12/C12 <br />114" - 3 <br />25.6k <br />3/16" <br />W14/C 15 <br />5/16" 3 <br />31.6k <br />1 t4" <br />W16 <br />5/16" 4 <br />42.4k <br />1/4" <br />- W13 <br />-- 5/16" 5 — <br />_ 53.Ok <br />1/4" <br />3/4" <br />0„ 0„ <br />5/16 <br />BEAM PER PLAN <br />I <br />-- <br />2'_0„— <br />I I REMOVABLE <br />®—Q �--- —� --- GUARDRAIL2"O <br />r <br />I i'I I SCHEDULE 40 PIPE <br />-7 <br />' TYP f it I LOCATE PER ARCM. <br />3/10 BM <br />LOCATE BEAM \ I it I MAX. SPACING4S"oc <br />4- 3/4" 0 A325S <br />w PLAN 4a <br />(4" GA) @ W10 <br />w its �11 <br />TYP. <br />fq� 3r16I - <br />4- SCREWS TO l <br />PLATE 16"oc <br />314" 1'-0" <br />'ER PLAN <br />ti FLANGE @ 16"oc <br />DALANCE PER 1/51.3 <br />A s • <br />PLYWOOD <br />PER ARCH. <br />16GA. CONT. TRACK <br />w/ 2- SCREWS @ <br />24"oc MAX. & 6" MAX. <br />FROM EA. END �-- <br />PLYWOOD \ <br />PER PLAN —� <br />1 1 /2" 11-01, <br />N <br />OPENING � <br />I <br />N - r3dS/1.� <br />IT-4" <br />EXIST.10" <br />C.M.U. WALL --- —� j <br />I <br />P <br />e I <br />_ i w C <br />I <br />G <br />O <br />Iy <br />,. ._ <br />c� v <br />r <br />j'� <br />V � , <br />(E) 10" CMU <br />3 5/3" x 1 5/6" x 20GA. STUD <br />WALL @ 16"oc REMAINDER < <br />PER SECT. 1/51.3 1 % 11 <br />BOX RIM JOIST <br />PER PLAN <br />METAL INSULATED <br />PANEL BY OTHERS <br />4" GAP <br />DALANCE PER 9 /51.3 <br />3b S/1.1 <br />TYP. <br />3c S/1.1 <br />TYP. <br />1 1 /2" e V-0" <br />UNITSTRUTS <br />NOTES: 1/4" 11m01, 1.) CONCRETE ANCHORS: USE 5/3"0 ALL THREAD ROD w/ HILTI HIT-HY 200-R ADHESIVE IN CONCRETE, <br />INSPECT PER I.C.C. ESR-3187. <br />2.) MASONRY ANCHORS: USE 5/3"0 ALL THREAD ROD w/ HIT-HY 270 ADHESIVE IN MASONRY, INSPECT PER <br />I.C.C. ESR-4143. SOLID GROUT ALL CELLS THAT ARE TO RECEIVE ANCHORS PRIOR TO INSTALLATION <br />OF ANCHORS. GROUT TO BE F'c = 2,000 PSI MIN. <br />3.) DO NOT SUBSTITUTE OTHER ADHESIVES FOR THE HILTI HIT-HY 270 AND THE HILTI HIT-HY 200-R <br />WITHOUT PRIOR WRITTEN AUTHORIZATION FROM E.N.W. <br />4.) DO NOT OVER CUT OPENINGS AT CORNERS, TYPICAL. <br />5.) CONTRACTOR TO VERIFY THAT NO VERTICAL WALL JOINTS OCCUR WITHIN THE NEW OPENING AND <br />STRONGBACK SPACE. <br />30 Z�l I ANL ANU F'IF zj I F<tN <br />1 /2" 0 HEX HEAD SCREWS <br />CHANNEL NUT vv/SPRINGS <br />e� <br />CO <br />1� <br />V-3" VFY. <br />v_ <br />cv <br />LJ <br />i W10x22 I <br />1 'I 4QMENTFRAME <br />1 OLUMN & CONNECTION <br />1.3 oo II BEAMS BY OTHERS <br />P�-, DRAWINGS BY <br />0 STOM COOLER <br />I <br />0I S <br />C) c� <br />OI I <br />o' <br />j <br />of <br />a <br />S <br />of W1 C X22 � <br />o , I <br />2, <br />o' S� .3 <br />0 <br />of04 <br />04 <br />1 I <br />o; <br />I <br />i <br />I <br />I <br />I � <br />of <br />of <br />51.3 <br />ff" <br />VVICX22 <br />of <br />i <br />j <br />I <br />i <br />MOMENT FRAME <br />COLUMN & CONNECTION <br />i <br />TO18EAM5 BY OTHERS <br />13\ <br />SEL bRAWINGS BY <br />0 <br />3"xl <br />51 <br />"x16GA. <br />Cu 3TOM COOLER <br />{ <br />@2 <br />Ooc <br />I <br />I <br />� <br />04 <br />C3yG <br />la�N <br />I <br />a � <br />of <br />I <br />I II I <br />of <br />I <br />W1 C x22El <br />I <br />I <br />3/4" T&G0 <br />o 11.1 1 1 �. <br />STURD-I-FLOOR 1 <br />PLYWOOD w/ j <br />10 SCREWS @ 6"oc ' g I <br />EDGES & 12"oc FIELD <br />o <br />I I YCD <br />g <br />1 <br />of <br />o! s <br />16" GAP <br />(2)- C3"xl 5/3"x14GA. s 1 <br />13OX RIM JOIST TYP . <br />@ PERIMETER <br />j <br />o' 1 <br />7 I <br />S' <br />I ' 1 -j <br />10x22 L` <br />oil <br />4 1 1 <br />co 4'-2" <br />cat <br />c > <br />, <br />Ij <br />i <br />t� C? <br />c I <br />w <br />Z <br />z <br />ry <br />O <br />0 <br />z <br />a <br />3 <br />� <br />s w <br />I <br />3 <br />d <br />_ kt - <br />�F x� <br />t <br />.x <br />N <br />z <br />w <br />Ud <br />I <br />z <br />IN <br />w <br />u- <br />`"mow <br />I <br />W <br />I <br />w <br />CL <br />w <br />wuj <br />I--- <br />r 0 <br />co c� <br />JOB NO: <br />95052031 <br />ENGINEER: <br />R. ZHU <br />DRAWN: <br />P. PATEL <br />DATE: <br />12-12-2016 <br />SHEET NO: <br />S1-3 <br />