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HomeMy WebLinkAboutS4.02 FRAMING DETAILSSEE PLAN WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"TYP.3"TYP.3"AISC STD SHEAR CONN. w/ 3/4"Ø A325 BOLTS3/4" CLR.#4 @ 12" o.c. x 6'-0" LG. TYP. @ GIRDERS EL. T.O.STL. AISC STD DBL. ANGLE CONN. w/ 3/4"Ø A325 BOLTS. TYP. @ COLUMNS SEE COL. SCHEDULE WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"TYP.3"TYP.3"HSS8x8 EL. T.O.STL. GIRDER FILLER BEAMS. AISC STD. SHEAR CONNECTION w/ 3/4"Ø A325 BOLTS. TERMINATE MTL. DECK TO PROVIDE MIN. 6" WIDE RIB CENTERED OVER GIRDER. 3/4"Ø x 4 1/2" LG. HEADED STUDS W.W.F. SUPPORTED ON SLAB BOLSTERS (LOCATE W.W.F. 1" BELOW T.O.S.) NOTES: 1. HEADED STUDS SHALL BE EQUALLY SPACED, TO THE EXTENT POSSIBLE, THROUGHOUT LENGTH OF BEAM. ONE STUD PER RIB WHERE POSSIBLE. 2. IF TWO STUDS PER DECK RIB ARE REQUIRED, LOCATE DOUBLE STUDS IN RIBS CLOSEST TO THE SUPPORTS AT EACH END. 3. WHEN ONLY ONE STUD PER RIB IS REQUIRED, LOCATE STUDS DIRECTLY OVER BEAM WEB. WHEN TWO STUDS ARE REQUIRED PER RIB, LOCATE AS INDICATED IN SECTION ABOVE. 4. DESIGN LOADS FOR SHEAR STUDS: 1 STUD/RIB - 17.1 KIPS/STUD 2 STUDS/RIB -14.6 KIPS/STUD 5. MAXIMUM SPACING OF STUDS EQUALS 36 INCHES. PROVIDE ADDITIONAL STUDS IF REQUIRED. #4 @ 12" o.c. x 6'-0" LG. TYP. @ GIRDERS CLR.3/4"5 1/2"TYP.6"EL. T.O.STL. UNSHORED CONSTRUCTION: DECK, BEAM AND GIRDER WILL DEFLECT UNDER WEIGHT OF WET CONCRETE (APPROXIMATELY ℓ/240 INCHES). CONTRACTOR SHALL FINISH TOP OF CONCRETE SLAB LEVEL WITHIN ±1/4 INCH OF T.O. SLAB ELEVATION SHOWN ON DRAWINGS. STEEL BEAM AND/OR GIRDER (COMP. & NON-COMP.) CL -SUPPORT CL -SUPPORT SPAN = L (INCHES)5 1/2"WWF DEFLECTED BEAM CONCRETEDEFLECTION5 1/2"EL. FIN. FLR. IF LESS THAN 12 INCHES, NEAR HEADER CAN BE ELIMINATED. SEE HVAC. OR ARCH. DWG'S FOR SIZE, LOCATION & QUANTITY 3 1/2" CONC. ON 2" DP. COMP. METAL DECKINGSDI POUR STOP (4 SIDES) NEAR HEADER FAR HEADER CHANNELS AND HEADERS TO BE C5x6.7 CLIP L'S; SHOP WELDED TO CHANNELS & HEADERS (TYP.) CHANNEL EACH SIDE OF OPNG. CLIP L w/ (1) 3/4"Ø ERECTION BOLT WWF SEE PLAN FLOOR OPENING C5 EL. T.O.STL. EL. T.O.SLAB SEE PLAN 1/4 (E) T.O.STL. EL. CONC. ON COMP. MTL. DECK MC6x12 FLAT 3" DIA. STD. PIPE COL w/ 1/4" CAP PL. & (4) 1/2" DIA. BOLTS L2x2x1/4 BRACE 4 SIDES STEEL MOUNTING PL1/2x13 COORD. MOUNING HOLES w/ EXAM LIGHT SUPPLIER CEILING EL. SEE ARCH. 12 12 1/2" 13" DIA. STL. MOUNTING PLATE 8 1/8" DIA. TO CL OF BOLT HOLES MOUNTING PL1/2x13 COORD. ARRANGEMENT AND ADD'L MOUNTING HOLE LOCATIONS w/ EQUIPMENT SUPPLIER 1/4 5 1/2"DUAL ARM EXAM LIGHT WEIGHT = 231 LBS. MOMENT = 626 LB-FT SEE PLAN (E) T.O.STL. EL. CONC. ON COMP. MTL. DECK MC6x12 FLAT 3" DIA. STD. PIPE COL w/ 1/4" CAP PL. & (4) 1/2" DIA. BOLTS L2x2x1/4 BRACE 4 SIDES STEEL MOUNTING PL1/2x13 COORD. MOUNING HOLES w/ EXAM LIGHT SUPPLIER CEILING EL. SEE ARCH. 12 12 1/2"13" DIA. STL. MOUNTING PLATE 8 1/8" DIA. TO CL OF BOLT HOLES MOUNTING PL1/2x13 COORD. ARRANGEMENT AND ADD'L MOUNTING HOLE LOCATIONS w/ EQUIPMENT SUPPLIER 1/4 5 1/2"DUAL ARM EXAM LIGHT WEIGHT = 231 LBS. MOMENT = 626 LB-FT L3x3x1/4 AT FLOORS SIMILAR MOMENT CONN. @ THIS SIDE WHERE SHOWN ON PLAN. STIFFENER PLATE EA. SIDE OF COLUMN WEB. INTERSECTING BEAM NOT SHOWN FOR CLARITY FULL PENETRATION WELDS SHALL BE TESTED W/ NONDESTRUCTIVE TESTING (OTHER THAN VISUAL) DBL. ANGLE CONN. W/S.C. BOLTS T.O.STL. BACKER BAR, TYP. W12x53 WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK AISC STD. SHEAR CONN. w/ 3/4"Ø A325 BOLTS. IN HORZ. SHORT SLOTTED HOLES SEE COL. SCHEDULE WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"TYP.3"TYP.3"EL. T.O.STL. BACKER BAR, TYP. (E) WOOD FRAMING SEE PLAN (E) J.B.E. EL. FASTEN BLOCKING TO (E) FRAMING w/ (3) 3/16" Ø x 3" LG. SIMPSON SDS SCREWS 3" DIA. STD. PIPE COL w/ 1/4" CAP PL. & (4) 1/2" Ø LAG BOLTS L2x2x1/4 BRACE 4 SIDES STEEL MOUNTING PL1/2x13 COORD. MOUNING HOLES w/ EXAM LIGHT SUPPLIER CEILING EL. SEE ARCH. 12 12 1/2"13" DIA. STL. MOUNTING PLATE 8 1/8" DIA. TO CL OF BOLT HOLES MOUNTING PL1/2x13 COORD. ARRANGEMENT AND ADD'L MOUNTING HOLE LOCATIONS w/ EQUIPMENT SUPPLIER 3/16 DUAL ARM EXAM LIGHT WEIGHT = 231 LBS. MOMENT = 626 LB-FT 1/4" PL. TYP. (E) SHEATHING A A SECTION A-A (2) 2x10 WOOD BLOCKING BETWEEN (E) FRAMING (4) 3/16" Ø x 5" LG. SIMPSON SDS SCREWS (E) J.B.E. EL. (2) 2x6 WOOD BLOCKING BTWN. (E) WOOD FRAMING L3x3x1/4 x 5" LG. w/ (2) 1/2" Ø LAG BOLTS 1/4 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 FRAMING DETAILS 04 MARCH 2022 S4.02SPC JPF WRH MEDVET CARMEL -ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION0' 6" 1' 2' 3" SCALE: 3/4" = 1'-0" 1 SECTION 0' 6" 1' 2' 3" SCALE: 3/4" = 1'-0" 2 SECTION 0' 6" 1' 2' 3" SCALE: 3/4" = 1'-0" 3 SECTION TYP. COMPOSITE BEAM SHEAR CONN. TO GIRDER (CONNECTION TO COLUMN IS SIM.)0' 6" 1' 2' 3" SCALE: 3/4" = 1'-0" 4 SECTION SLAB DEFLECTION UNDER WEIGHT OF WET CONCRETE.0' 6" 1' 2'3" SCALE: 3/4" = 1'-0"5 SECTION TYP. FRAMING FOR FLOOR OPENINGS 0' 1' 2' 3'6" SCALE: 1/2" = 1'-0"8 ELEVATION 0' 1' 2' 3'6" SCALE: 1/2" = 1'-0"9 ELEVATION N.T.S.7 SECTION BEAM MOMENT CONNECTION TO COLUMN FLANGE.N.T.S. 6 SECTION 0' 1' 2' 3'6" SCALE: 1/2" = 1'-0"10 ELEVATION 07/13/22