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cV <br />co <br />cV <br />bo <br />S6 3 <br />H N <br />G <br />co <br />F <br />PROV <br />BRACING @ i <br />ALONG BEAM: <br />BEAM TO TOP C <br />BOTH SI <br />c1 FRAMING PLAN <br />54.1 1/4" = V-0" <br />S6 <br />13 12 11 10 9 4 8 7 6 5 4 3 2 1 <br />13 1( <br />2 <br />&-3" V-0" 91-6" 14'-3" _ _ T-0" 10'-01, 10'-0" 5'-0" 5'-0" 10'-0" <br />83- 8" <br />61'-3" <br />'A' <br />13 12 11 10 9 k87 6 5 4 3 2 1 <br />MECHANICAL EQUIPMENT SCHEDULE <br />Mark <br />R.O. Length <br />R.O. Width <br />EF-1 <br />1' -1 1/2" <br />1' -1 1/2" <br />RTU-1 <br />6- 41/8" <br />3- 17/8" <br />RTU-2 <br />7'- 7 3/4" <br />4' - 2 5/8" <br />RTU-3 <br />6'- 41/8" <br />3' -1 7/8" <br />ALL DIMENSIONS MUST BE VERIFIED BY <br />CONTRACTOR WITH EQUIPMENT SUPPLIER <br />PRIOR TO FABRICATION OF STEEL. <br />DIMENSIONS PROVIDED ARE BASED ON <br />COOK GRAVITY VENTS AND LENNOX RTU'S <br />SHOWN ON DRAWING M2 <br />METAL DECK INFORMATION: <br />PATTERN "A" <br />- 1 1/2" DEEP 20-GAUGE (WR) GALVANIZED DECK. <br />- FASTEN USING (7) 5/8" PUDDLE WELDS @ EACH SUPPORT PER 36" WIDTH [36/7], (6) #10 <br />TEK SCREWS @ MIDSPAN OF SIDELAPS, AND 5/8" PUDDLE WELDS @ 6" O.C. ALONG <br />EDGES <br />PATTERN "B" <br />- 1 1/2" DEEP 20-GAUGE (WR) GALVANIZED DECK. <br />- FASTEN USING (7) 5/8" PUDDLE WELDS @ EACH SUPPORT PER 36" WIDTH [36/71, (4) #10 <br />TEK SCREWS @ MIDSPAN OF SIDELAPS, AND 5/8" PUDDLE WELDS @ 6" O.C. ALONG <br />EDGES <br />PATTERN "C" <br />- 1 1/2" DEEP 22-GAUGE (WR) GALVANIZED DECK. <br />- FASTEN USING (7) 5/8" PUDDLE WELDS @ EACH SUPPORT PER 36" WIDTH [36/7], (3) #10 <br />TEK SCREWS @ MIDSPAN OF SIDELAPS, AND 5/8" PUDDLE WELDS @ 6" O.C. ALONG <br />EDGES <br />PATTERN "D" <br />- 1 1/2" DEEP 22-GAUGE (WR) GALVANIZED DECK. <br />- FASTEN USING (7) 5/8" PUDDLE WELDS @ EACH STRUCTURAL STEEL SUPPORT OR #10 <br />TEK SCREWS @ 6" O.C. @ EACH LIGHT GAUGE FRAMING SUPPORT PER 36" WIDTH [36/71, <br />(3) #10 TEK SCREWS @ MIDSPAN OF SIDELAPS, AND 5/8" PUDDLE WELDS @ 6" O.C. AT <br />STRUCTURAL STEEL OR #10 TEK SCREWS @ 6" O.C. AT L.G. FRAMING ALONG EDGES <br />STRUCTURAL - DECK CLOSURE ANGLE SCHEDULE <br />MARK <br />SIZE <br />ON CENTER FASTENER <br />SPACING <br />NOTES <br />DC1 <br />L4X4X1/4" <br />REF. S1.1-2 & S5-15 <br />@ STL. TURNED DOWN <br />GENERAL NOTES: <br />1. ALL LOADS GIVEN ARE ASD. <br />2. SPECIAL LOADING TAKEN INTO ACCOUNT IN KCS JOIST SELECTION. <br />3. ALL JOISTS TO BE SPACED EQUALLY AND NOT TO EXCEED 6-0" O.C. MAKSPACING UNLESS <br />OTHERWISE DIMENSIONED IN PLAN. <br />4. REFERENCE SECTIONS / DETAILS AS REQUIRED FOR ADDED JOIST BRACING AND <br />ASSOCIATED LOADING. <br />5. POSITION ALL RTUS ON SPECIAL JOISTS AS SHOWN, BETWEEN BRIDGING AND BRACING FOR <br />REQUIRED CLEARENCES. <br />6. A MIN. OF A SINGLE LINE OF BOTTOM CHORD BRIDGING MUST BE PROVIDED NEAR THE FIRST <br />BOTTOM CHORD PANEL POINTS @ EACH END OF THE JOIST, TYP, UPLIFT BRIDGING. <br />7. REF. S1.1-3 FOR FURTHER INFORMATION ON TYPICAL JOIST X-BRACING REQUIREMENTS. <br />8. JOIST SUPPLIER TO PROVIDE MIN. STD, BRIDGING AND BRACING PER SJI. <br />9. SYMBOLS & ABBREVIATIONS <br />BRACE MEMBER "UP" -� <br />BRACE MEMBER "DOWN" --O <br />DENOTES AREAS OF BRIDGING AND BRACING WHERE DISCONTINUOUS; <br />JOIST SUPPIER TO PROVIDE X-BRACING AS REQUIRED. <br />C = CAMBER <br />"A" = HSS3.5X2.5X3/16 LAID FLAT WELDED ATOP OF W-BEAM BETWEEN JOISTS, REF. S5-15 <br />%P" =KNIFE PLATE THRU COLUMN INDIRECTION SHOWN, SLOTTED HOLES NOT PERMITTED AT <br />SPECIFIED LOCATIONS. PROVIDE 1 1/2" MIN. EDGE DISTANCE FOR BOLT HOLES ALL SIDES OF <br />PLATE. <br />00�y,�.� <br />!�S <br />�� � <br />�8 !►'may!,' <br />%++? <br />4...r ,4 <br />C."u.1 <br />ftK �^ <br />Al <br />1A <br />/ <br />--., <br />, <br />CM <br />W <br />Y <br />o <br />rn <br />ET <br />I..L <br />cr <br />z <br />O <br />� <br />j <br />J <br />J <br />C;/) <br />az <br />mz <br />n <br />LI <br />LU <br />Z��Q <br />w Q <br />Q <br />v <br />o <br />N <br />O <br />N <br />Lb <br />00 <br />N <br />Lo <br />Lu <br />OC <br />O <br />T <br />O <br />T <br />N <br />>u) <br />_! <br />M <br />m cy) <br />L(� <br />C) -u <br />Om <br />LL <br />Z <br />J <br />Q <br />w= <br />w <br />°- I- <br />z <br />Q <br />CM CL <br />w <br />� N <br />(3N <br />cr <br />a <br />Lu <br />H <br />O <br />Z <br />0 <br />Z <br />Q <br />Z <br />Q <br />J <br />V <br />Z <br />G <br />Q <br />LL_ <br />LL <br />w O <br />OL <br />w <br />w <br />�.56698 (p <br />w* � #W <br />D _. <br />TAT- (/4u� <br />N <br />At- <br />03/03/2017 <br />o <br />� <br />M <br />0 <br />d <br />M <br />j <br />O <br />v <br />m <br />t <br />U <br />o <br />a <br />rn <br />Lu <br />w <br />0 <br />LLL <br />I <br />z <br />z <br />H <br />g. <br />N <br />0 <br />(� <br />oo <br />W <br />3 <br />cn <br />W <br />m <br />N <br />Qco <br />O <br />Q� <br />0 <br />_ <br />