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Home My WebLink AboutS503 Details & SectionsACOLD FORMED STUDS (SEE ARCH.) SLAB EDGE (SEE DETAILS.) SHEAR STUDS (SEE PLAN.) CL SEE PLAN E.O.S. STEEL BEAM (SEE PLAN.) 6-1/4" COMPOSITE SLAB (SEE PLAN.) T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) DECK DIRECTION VARIES AT "SIM". SLIP CONNECTION AT EACH STUD PROVIDE CURTAIN WALL ATTACHMENTS AS REQUIRED. (BY OTHERS, U.N.O.) POURSTOP SCHEDULE (t </= 7") 0" - 5" 1/4" BENT PL. 12 GA. 14 GA. 16 GA. 5" - 7" 7" - 9" 9" - 14" 14" - 17" 5/16" BENT PL. " L " POURSTOP GAGE FOR DIM. "L" -SEE SCHEDULE BELOW FOR DIM. "L" -SEE SCHEDULE BELOW #3 BARS, 3'-0" EXT., WITH STANDARD HOOKS, AT16" O.C. (REQUIRED WHERE "L" IS GREATER THAN 4"). #3 BARS x 3'-0" EXT., w/ STANDARD HOOKS, @ 9" O.C. (REQUIRED WHERE "L" IS GREATER THAN 12") CONCRETE SLAB METAL DECK WIDE FLANGE BEAM SEE PLAN FOR SIZE POUR STOP -SEE SCHEDULE BELOW #3 BARS, 3'-0" EXT., WITH STANDARD HOOKS, @ 16" O.C. (REQUIRED WHERE "L" IS GREATER THAN 4"). #3 BARS x 3'-0" EXT., w/ STANDARD HOOKS, @ 9" O.C. (REQUIRED WHERE "L" IS GREATER THAN 12") CONCRETE SLAB METAL DECK WIDE FLANGE BEAM SEE PLAN FOR SIZE CELL CLOSURE AND POUR STOP DECK PARALLEL TO SLAB EDGE DECK PERPENDICULAR TO SLAB EDGE NOTE: NOTE: "L" IS TYPICALLY 1" FOR INTERIOR MECHANICAL SHAFTS (UNLESS NOTED OTHERWISE ON PLAN) NOTE: "L" IS TYPICALLY 1" FOR INTERIOR MECHANICAL SHAFTS (UNLESS NOTED OTHERWISE ON PLAN) SEE PLAN FOR SHEAR STUDS 17" - 18" 3/8" BENT PL. EXT.SEE PLANS EXT.SEE PLANS 1" (TYP) EDGE OF OPENING NOTE: USE L3X3X1/4 FRAMING WHERE WF SIZES ARE NOT SHOWNPROVIDE 2 -#4 BARS ALONG EACH SIDE OF OPENING. EXTEND BARS 24" BEYOND LIMITS OF OPENING PROVIDE 1 -#4 BAR x 3'-0" LONG DIAG. @ EACH CORNER OF OPENING (TYP.) L4x3 1/2X5/16 (LLH) END CLIPS X 4" LG.SEE ARCH. OR MECHDWGS. FOR SIZEWF BEAM SLAB OPENINGS GREATER THAN 12" x 12" SLAB OPENINGS 12" x 12" OR LESS OPENINGS GREATER THAN 24" x 24" SHALL BE REINFORCED WITH THE ANGLE FRAME INDICATED IN "TYPICAL DETAIL AT FRAMED SLAB OPENINGS" SEE ARCH. AND/OR MECH. DWGS. FOR EXACT NUMBER,SIZE & LOCATION OF ALL SLAB OPENINGS. THIS DETAIL APPLIES TO ALL SLAB OPENINGS GREATER THAN 24" x24". TYPICAL DETAIL AT FRAMED SLAB OPENINGS NOTE: ALL OPENINGS SHALL BE FORMED BY CONSTRUCTION OF A SLEEVE OR "BOX-OUT" SET DIRECTLY ON THE METAL DECK. UNDER NO CIRCUMSTANCES SHALL THE METAL DECK BE CUT UNTIL THE CONCRETE HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. THESE REQUIREMENTS ARE TYPICAL FOR ALL OPENINGS, REGARDLESS OF SIZE. DWGS. FOR SIZES SEE ARCH. OR MECH. L3X3X1/4 L3X3X1/4L3X3X1/4L3X3X1/4 NOTE: NO REINFORCEMENT REQUIRED WHERE "L" IS 6" OR LESS, IN DIRECTION PERPENDICULAR TO DECK. CONCRETE STOP RQD. @ OPENINGS. REFER TO TYPICAL DETAILS FOR CONCRETE DECK REINFORCING. 68 MIL SHEET 6" MIN. (TYP.)13" MAX13" MAX L 1/8"1-4 1/8 2 1/2 EA. RIB 1'-0" MAX. OPENING C4x5.4, TOE UP, (EACH SIDE) NOTE: POUR STOP REQUIRED AT ALL OPENINGS. REFER TO TYPICAL DETAIL FOR REINFORCING. FOR OPENINGS GREATER THAN 1'-0" x 2'-0" MAX. REFER TO TYPICAL DETAIL. 2'-0" MAX. OPENING 24" MIN. (TYP.) 1/8 0'-1" EA. RIBL3X3X1/4 @ L<4'-0"L5X3X1/4 @ L<6'-0"LBEAM, SEE PLAN (TYP.) COLUMN, SEE PLAN ROOF DRAIN / SANITARY, REFER TO MECHANICAL DWGS. EDGE OF DECK BENT PL., REFER TO SCHEDULE CMU, REFER TO ARCHITECTURAL SEAT ANGLE (TYP.) L3X3X5/16 -WELDED TO FACE OF COLUMN OR TOE OF FLANGES COLUMN REFER TO PLAN EDGE OF DECK, REFER TO SCHEDULE BEAM REFER TO PLAN L2 1/2X2 1/2X1/4" (TYP.) BETWEEN BEAMS BEAM REFER TO PLAN L2 1/2X2 1/2X1/4 WELDED TO EDGE OF BEAM FLANGE FACE OF COLUMN 1/4" BENT PLATE L3X3X1/4" - WELDED TO FACE OF COLUMN OR TOE OF FLANGE SPECIAL DETAIL @ MOMENT CONNECTIONS A 12ga BENT PL., LAP 3" WITH MAIN POUR STOP #5 REBAR, 3'-0" LG. 12ga BENT PL., LAP 3" WITH MAIN POUR STOP 12ga PL., CUT TO FIT COL. 0'-3"0'-3" #5 REBAR, 3'-0" LG. 0'-3"0'-3" FLOOR BEAM (SEE PLAN) #4 X 6'-0" AT 16" O.C. OVER FLOOR GIRDERS FLOOR GIRDER (SEE PLAN FOR LOCATION) (2)-#5x6'-0" LONG EACH SIDE OF COLUMN @ MID-DEPTH OF SLAB SHEAR STUDS (TYP). BREAK METAL DECK OVER GIRDER AS REQUIRED TO INSTALL STUDS #4 AT 16" o/c, 6'-0" LG. OVER GIRDERS WWF, SEE PLAN GALV. COMPOSITE DECK, SEE PLAN STEEL FABRICATOR NOTE: PROVIDE DOUBLE ANGLE SHEAR CONNECTIONS OR EXTENDED SHEAR TAB CONNECTIONS AS INDICATED IN TYPICAL DETAILS. BEAM SEE PLAN CONCRETE SLAB, SEE PLAN 3/4" COVER ADD #4 @ 12" O.C. DOWEL x 4'-0" LONG FORMED BULKHEAD CONSTRUCTION JOINTS SHALL BE PLACED AT ONE THIRD OF THE DISTANCE BETWEEN BEAMS WHEN PARALLEL TO BEAMS AND AT ONE THIRD THE SPAN LENGTH WHEN PERPENDICULAR TO THE BEAM. SAW-CUT JOINTS ARE PROHIBITED. 2`-0"2`-0" 3/4" DIA STUDS PROVIDE PAIRS AS RQD., SEE NOTE 3/4" DIA. STUD, WELD PER AWS RQMTS. NOTE: NUMBER OF EQUALLY SPACED STUDS NOTED [NN] ON PLANS. PLACE STUD IN EACH RIB OF DECK AT EQ. SPA. IF # STUDS > # RIBS, ADD EQ. NUMBER OF STUDS AT EACH END IN PAIRS TO ACHIEVE TOTAL BREAK DECK AS REQUIRED GIRDER BEAM ELEVATION 1" CLEAR 3/4" DIA. STUDS PROVIDE PAIRS AS RQD. SEE NOTE COLD FORMED STUDS OR CURTAIN WALL WINDOW SYSTEM (SEE ARCH.) CLOSURE PLATE. SEE DETAILS. CL STEEL BEAM (SEE PLAN.) 6-1/4" COMPOSITE SLAB (SEE PLAN.) T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) PROVIDE SLIP CONNECTION AT TOP OF STUDS. COLD FORMED STUDS (SEE ARCH.) SLIP CONNECTION AT EACH STUD SLAB EDGE (SEE DETAILS.) SHEAR STUDS (SEE PLAN.) CL SEE PLAN E.O.S. STEEL BEAM (SEE PLAN.) 6-1/4" COMPOSITE SLAB (SEE PLAN.) T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) DECK DIRECTION VARIES AT "SIM". BUILD-OUT EDGE PER ARCH. PROVIDE CURTAIN WALL ATTACHMENTS AS REQUIRED. (BY OTHERS, U.N.O.) SEE S503 FOR ADDITIONAL INFORMATION 5/16" MIN. SLAB EDGE CL SEE PLAN E.O.S. 6-1/4" COMPOSITE SLAB (SEE PLAN.) T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) DECK DIRECTION VARIES AT "SIM". 1/2" DIA. x 8" LONG HEADED STUDS AT 8" O.C. #3, 6'-0" EXT. WITH STD-HOOK AT 8" O.C. TIED TO HEADED STUDS THERMALLY BROKEN (BASIS OF DESIGN FABREEKA TIM), GALV. CURTAIN WALL SUPPORT ANGLE. COORDINATE WITH CURTAIN WALL REQUIREMENTS. ASSUME L5X5X3/8 MIN. PROVIDE POST-INSTALLED ANCHORS AT 8" O.C. LOCATED BETWEEN HEADED STUDS SECOND FLOOR T.O.S. 113'-5 3/4" HALFEN ADJUSTABLE BRICK SUPPORT SYSTEM AND CONCEALED LINTEL (BY OTHERS) THERMAL BREAK MATERIAL (BASIS OF DESIGN "FABREEKA TIM"), 1/2" THICKNESS ASSUMED OPENING TO BE SHORED UNTIL MORTAR IS CURED AND SHORING REMOVAL APPROVED BY LINTEL SUPPLIER. HSS BRICK SUPPORT. SEE PLAN WT9X17.5 AT 6'-0" O.C. MAX. TYP. CFMF WALL STUDS. PROVIDE TOP SLIP CONN. SEE DETAILS. (BEYOND) FLOOR SLAB. SEE PLAN. STOREFRONT OR SECOND COURSE OF BRICK. SEE ARCH. PER ARCH. C6X8.2 AT EACH WT L3x3x1/4 KICKER AT EA. C6 W/ 1/4" GUSSET CL BEAM. SEE PLAN. BLOCKING AND SEALANT. SEE ARCH. NOTE: WHERE HSS PASSES COLUMN, LOWER KICKER TO BE HORIZONTALLY CONNECTED TO COLUMN DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:47:13 PMS503 DETAILS AND SECTIONS 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/4" = 1'-0"1 TYP. PERIMETER SECTION 3/4" = 1'-0"16 SLAB EDGE DETAILS 3/4" = 1'-0"5 CONCRETE DECK OPENING FRAME 3/4" = 1'-0"6 FLOOR DECK OPENING - 13" SQ. MAX 3/4" = 1'-0"7 TYPICAL FLOOR DECK OPENING - 2'-0" MAX 3/4" = 1'-0"8 DECK SUPPORT AT COLUMNS 3/4" = 1'-0"9 DECK SUPPORT AT CORNER COLUMNS 3/4" = 1'-0"10 DECK SUPPORT AT PERIMETER COLUMNS 3/4" = 1'-0"11 TYPICAL SLAB REINFORCING AT COLUMNS 3/4" = 1'-0"12 FLOOR BEAM TO GIRDER CONNECTION 3/4" = 1'-0"13 CONSTR. JOINT - SLAB ON METAL DECK 1" = 1'-0"14 STUDS ON BEAMS / GIRDERS 3/4" = 1'-0"15 SECTION AT WRAP 3/4" = 1'-0"3 EDGE DETAIL - LOW CLEARANCE 3/4" = 1'-0"4 SLAB EDGE AT CURTAIN WALL SUPPORT 3/4" = 1'-0"2 HSS BRICK SUPPORT REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021