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HomeMy WebLinkAboutStructural_S4.02SEE 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"SEE PLAN 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 BEAMCONCRETEDEFLECTION5 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 STRUCT CONCEPTUAL DESIGN FOR REVIEW SCHEMATICS DESIGN DEVELOPMENT WORKING DRAWINGS NOT FOR CONSTRUCTION PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY:PRELIMINARYNOT FOR CONSTRUCTION© 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 <YYYY.XXX> FRAMING DETAILS DD MONTH YYYY S4.02MEDVET CARMEL - ANIMALHOSPITAL<650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032 |>VOLUME1 - SITEWORK AND FOUNDATIONS Checker Designer Author 0'6"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