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C <br />0 <br />0 <br />(2) - #4 ADDITIONAL PROVIDE 30# FELT JOINT SLIP <br />DOOR OPENING PLANE BETWEEN THE TOP OF <br />BARS TYP. THE WALL (BELOW) AND BOTTOM <br />o OF SLAB -ON -GRADE AT THE DOOR <br />r U OPENING <br />z WALL, TYP. <br />4. <br />4 <br />• d _ s . _ _ •' •� •a .4' 4211 TYP <br />. <br />4. <br />CONCRETE a THICKEN SLAB AN ADDITIONAL <br />SLAB -ON -GRADE, (2) - #4 ADDITIONAL 2" AT LOCATIONS WITH <br />SEE PLAN BARS TYP, ADDITIONAL REINFORCEMENT <br />TYPICAL ADDITIONAL REINFORCEMENT AT <br />1 DOOR OPENING RE-ENTRANT CORNER PLAN DETAIL <br />3-01 OJ NOT TO SCALE <br />1/8" WIDE SAWCUT TO A DEPTH REINFORCING SHALL BE CONT. <br />OF 3/4" FILL W/ MM80 JOINT THRU CONSTRUCTION JOINT <br />SEALANT <br />APPLY EPDXY BONDING CONCRETE MAT FOUNDATION, <br />AGENT PRIOR TO _ SEE PLAN <br />PLACEMENT OF <br />ADJACENT MAT SLAB <br />, , }, <br />T.O.C. EL.=100'-0 <br />- b (MATCH EXISTING) <br />dam° a !° ' - .. ° •.♦ . <br />e . <br />I��'llli�lil-lll,,lll„11=III=ITi=ill=l�=�i =M �;--1TI-IIL=ill.-fl�,�,il <br />NOTE: <br />SEE SECTION 1/5-501 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. <br />MAT SAG CONSTRUCTION JOINT DETAIL <br />U1 U/ NU I TU SCALE <br />TYP. ro <br />SUPPORT 3/1g <br />LINE OF SUPPORTING <br />MEMBER NOT SHOWN <br />r>'I�3 <br />L3X3X1/4X0'4" WELD <br />TO SUPPORTING MEMBER <br />NOTES: <br />1. FRAMING SUPPORT MEMBERS AND STEEL ROOF DECK NOT SHOWN <br />FOR CLARITY. <br />2. FRAMING SHOWN IS INTENDED TO FRAME AROUND ROOF DECK <br />OPENINGS AND TO SUPPORT THE ROOF DECK ONLY, AND NOT TO <br />SUPPORT MECHANICAL EQUIPMENT. <br />3. CONTRACTOR SHALL COORDINATE SIZE, LOCATION AND SUPPORT <br />REQUIREMENTS WITH SELECTED EQUIPMENT OPENING. <br />4. ROOF DECK OPENING FRAMING SHALL BE SUBMITTED AS PART OF <br />THE STRUCTURAL STEEL SHOP DRAWING PACKAGE. <br />TYPICAL STEEL ROOF DECK OPENING <br />FRAMING DETAIL (13" < OPENING < 48" <br />3-010/ NOT TO SCALE <br />3 <br />REINFORCEMENT, CONCRETE SLAB OVER <br />SEE PLAN COMPOSITE STEEL ROOF <br />DECK, SEE PLAN <br />U <br />k < ° <br />HEADED SHEAR STEEL COMPOSITE <br />STUD CONNECTORS ROOF DECK, SEE PLAN <br />AS REQUIRED, <br />SEE PLAN <br />`— STEEL BEAM, SEE PLAN - I) <br />2 TYPICAL COMPOSITE SLAB REINFORCEMENT DETAIL <br />3-010 NOT TO SCALE <br />5/8" DIA. PUDDLE WELDS <br />N 6" (7)-PER PANEL END AND <br />AT SUPPORTS <br />7*_ <br />36/7 <br />ATTACHMENT <br />PATTERN 36" COVERAGE <br />NOTES <br />1. ROOF DECK ATTACHMENT TO PERPENDICULAR STEEL SUPPORTS AND AT <br />PANEL ENDS SHALL BE 5/8" DIAMETER PUDDLE WELDS IN A 36i1 <br />ATTACHMENT PATTERN. <br />2. ROOF DECK ATTACHMENT TO PARALLEL STEEL SUPPORTS ALONG THE <br />DECK FLUTES SHALL BE 5/8" DIAMETER PUDDLE WELDS AT 6" O.C. <br />3. ROOF DECK. SIDELAP CONNECTIONS SHALL BE #10 TEK SCREWS AT 12" O.C. <br />4. FASTEN ROOF DECK TO SUPPORTS AT PERIMETER AND OPENING EDGES <br />WITH 5/8" PUDDLE WELDS AT 6" O.C. MAX. <br />TYPICAL STEEL ROOF DECK SUPPORT <br />SAND SIDELAP ATTACHMENT DETAIL <br />3-0-01 W NOT TO SCALE <br />REFER TO PLANS <br />#3 @ 18" O.C. <br />d - ' •- - i <br />•a • : 'i 'I • • �}' <br />d .d <br />• < co <br />#3 CONT. <br />`7 <br />i <br />TYPICAL CONCRETE STOOP DETAIL <br />\S 010/ NOT TO SCALE <br />L1-1/4X1-1/4X3/16 - <br />STEEL ROOF DECK <br />SEE PLAN <br />4 <br />a <br />W <br />w <br />36/4 <br />ATTACHMENT <br />PATTERN <br />1' 0 <br />36" COVERAGE <br />5 <br />5/8"DIA. PUDDLE WELDS <br />(4YPER.PANEL END AND <br />AT SUPPORTS <br />NOTES: <br />1. ROOF STEEL DECK ATTACHMENT TO PERPENDICULAR SUPPORTS AND AT PANEL <br />ENDS SHALL BE 5/8" DIAMETER PUDDLE WELDS IN A 36/4 ATTACHMENT PATTERN. <br />2. ROOF STEEL DECK ATTACHMENT TO PARALLEL SUPPORTS ALONG THE DECK <br />FLUTES SHALL BE 5/8" DIAMETER PUDDLE WELDS AT 6" O.C. <br />3, ROOF STEEL DECK SIDELAP CONNECTIONS SHALL BE 3/8" x 1 1/4" ARC SEAM <br />WELDS AT 1211 O.C. <br />TYPICAL COMPOSITE STEEL ROOF DECK <br />SUPPORT AND SIDELAP ATTACHMENT DETAIL <br />b-U1 U/ NUT TO SCALE <br />L1-1/4X1-1/4X3/16X4'-0" W/(4)-1/4" DIA. <br />BOLTS W/ 2"x2"xl/8" PLATE WASHERS <br />(OPTION: (4y1/4" DIA. SELF -TAPING <br />SCREWS) <br />NO <br />1. FRAMING SHOWN IS INTENDED TO FRAME AROUND ROOF DECK PENETRATIONS AND <br />OPENINGS AND TO SUPPORT THE ROOF DECK, AND NOT TO SUPPORT MECHANICAL <br />EQUIPMENT. <br />2. NO ANGLE FRAME REQUIRED FOR ROOF DECK OPENINGS LESS THAN 6"x6" SQUARE. <br />3. AREAS WITH MULTIPLE ROOF DECK OPENINGS IN CLOSE PROXIMITY THAT FIT <br />WITHIN OPENING SIZE SHOWN SHALL BE FRAMED PER TYPICAL ROOF DECK <br />OPENING FRAMING DETAIL (13"< OPENING:5 48"}. <br />4. CONTRACTOR SHALL COORDINATE SIZE, LOCATION AND SUPPORT REQUIREMENTS <br />WITH SELECTED EQUIPMENT OPENING. <br />5, ALL ROOF DECK PENETRATIONS AND OPENINGS SHALL BE INDICATED ON THE STEEL <br />DECK SHOP DRAWING PACKAGE. DECK OPENING FRAMING SHALL BE SUBMITTED AS <br />PART OF THE STRUCTURAL STEEL SHOP DRAWING PACKAGE. <br />TYPICAL STEEL ROOF DECK OPENING <br />6 FRAMING DETAIL 6"< OPENING:5 13" <br />3-010 NOT TO SCALE <br />POST <br />(4) - HSS2.375X0.250 POST W/ 1/2"x9"x0'-911 <br />BASE PLATE W/ (4) -1/2"0 HILTI KWIK BOLT <br />TZ EXPANSION ANCHORS <br />MINIMUM EMBED = 3 5/8" I <br />0 <br />a <br />1/8" WIDE SAWCUT TO A <br />DEPTH OF 1/4 OF THE <br />SLAB THICKNESS <br />FILL W/ JOINT SEALANT <br />SLAB REINFORCEMENT SHALL BE CONCRETE SLAB -ON -GRADE, <br />Lw CONTINUOUS THRU SAWED JOINT SEE PLAN <br />a <br />10 TYPICAL S.O.G. SAWED JOINT (S.J.) DETAIL <br />S-010/ NOT TO SCALE <br />0 <br />Lu <br />U <br />w <br />f/) <br />COORDINATE W/ FINAL <br />SELECTED EQUIPMENT <br />TYPICAL MECHANICAL. EQU <br />3-37 U/ NOT TO SHALE <br />STEEL ROOF DECK <br />SEE PLAN <br />1/4" DIA. BOLT W/ 2"x2"xl/4" <br />PLATE WASHER (TYP.) <br />OPENING L <br />WIDTH <br />Li-1/4X1-1/4X3/16 3/16 <br />3/16 <br />TYPICAL STEEL ROOF DECK OPENING <br />'7� FRAMING SECTION (6" < OPENING s 13 <br />j-Ul U/ NU I I U SCALE <br />COORDINATE W/ FINAL SELECTED EQUIPMENT <br />X <br />J <br />(8'-0" MAX.) <br />L3X3X1/4 <br />L3X3X1/4 <br />COORDINATE W/ FINAL <br />SELECTED EQUIPMENT <br />NOTE: <br />t. MAX. ASSUMED OPERATING WEIGHT FOR EACH UNIT = 400LBS. <br />COORDINATE WITH FOR IF WEIGHT OF FINAL SELECTED IS <br />GREATER THAN WEIGHT INDICATED. <br />ENT SUPPORT FRAMING DETAIL <br />M <br />J <br />POST <br />TYP. <br />a Haa l CWRPy <br />ENGINEERING #3130 <br />STUART T. WEBB <br />STRUCTURAL ENGINEER <br />REG. 140. 6M <br />0 <br />N <br />a <br />00 <br />0 <br />O <br />U <br />�o <br />Oo <br />4 <br />a <br />uj <br />v! <br />0 <br />co <br />P <br />�N <br />U <br />ati <br />W <br />< <br />N <br />o <br />O <br />_ <br />CM <br />_j <br />cD w <br />0 <br />z <br />H� <br />N <br />�(� <br />Y <br />o <br />m <br />m <br />0 <br />�- <br />co <br />.JJ <br />'�'� <br />m <br />Q� <br />N <br />W . <br />Mm <br />< <br />v= <br />a <br />J <br />N <br />� <br />er <br />c <br />z <br />z <br />J <br />m <br />J <br />o <br />e- <br />O <br />H <br />m <br />0 <br />z <br />Z <br />J <br />Z <br />< <br />zg <br />D <br />co <br />o <br />O°- <br />F= <br />D <br />rY <br />v <br />w <br />Q <br />< <br />m <br />`w <br />J <br />U <br />z <br />_Z <br />� <br />J <br />a <br />U <br />m <br />O <br />a <br />a <br />SHEET <br />IDENTIFICATION <br />S-010 <br />