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HomeMy WebLinkAboutS5.01 ROOF DETAILSC6x8.2 (4 SIDES) 3" DP. METAL ROOF DECK C6 EL. T.O.STL. CLIP L'S; SHOP WELDED TO CHANNELS (TYP.) SEE PLAN SEE PLAN NEAR HEADER FAR HEADER CHANNEL EACH SIDE OF OPNG. CLIP L w/ (1) 3/4"Ø ERECTION BOLT CHANNELS TO BE C6x8.2 IF LESS THAN 12 INCHES, NEAR HEADER CAN BE ELIMINATED. SEE HVAC. OR ARCH. DWG'S FOR SIZE, LOCATION & QUANTITY SEE PLAN EL. T.O.STL. CONT. L6x4x5/16 LLH COPE HORZ. LEG AT COL. 3" DP. MTL ROOF DECK 6" CFMF 3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS. SEE COL. SCHEDULE AISC STD SHEAR CONN. W/ 3/4"Ø A325 BOLTS WALL SHEATHING 1' - 2 1/2" 1/2" CLR. 5 1/2" 400S162-68 UNPUNCHED w/ 4 #10 TEK SCREWS 1/8 2 EL. SEE ARCH 18 GA. TRACK SEE PLAN EL. T.O.STL. 6" CFMF AISC STD DBL. ANGLE CONN. w/ 3/4" Ø A325 BOLTS. TYP @ BEAM TO COL. CONNECTIONS, U.N.O. AISC STD SHEAR CONN. w/ 3/4"Ø A325 BOLTS WALL SHEATHING 8 1/2" 1/2" CLR. 5 1/2"3 5/16"400S162-68 UNPUNCHED w/ 4 #10 TEK SCREWS 1' - 2 1/2" CONT. L6x4x5/16 LLH COPE HORZ. LEG AT COL. 3" DP. MTL ROOF DECK 1/8 2 18 GA. TRACK SEE COL. SCHEDULE EL. SEE ARCH EL. T.O.STL. 3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS WALL SHEATHING 1' - 2 1/2" 8 1/2" 1/2" CLR. 5 1/2" SLIDE CLIP EL. SEE ARCH EL. SEE ARCH 6" CFMF BOXED HEADER CONT. L6x4x5/16 LLH COPE HORZ. LEG AT COL. 3" DP. MTL ROOF DECK 18 GA. TRACK EL. T.O.STL. WALL SHEATHING 1' - 2 1/2" 8 1/2" 1/2" CLR. 5 1/2" SLIDE CLIP EL. SEE ARCH EL. SEE ARCH 6" CFMF BOXED HEADER CONT. L6x4x5/16 LLH COPE HORZ. LEG AT COL. 3" DP. MTL ROOF DECK 18 GA. TRACK CONT. L6x4x5/16 LLV w/ 5/8"Ø EXP. BOLTS @ 48" o.c. (2 3/4" EMBED) 3" DP. METAL ROOF DECK EL. T.O.STL. SEE PLAN FOR SIZE & SPACING OF VERT REINF. CENTERED IN WALL GROUT CORES 100% SOLID @ VERT REINF. CONT. 8" DP BOND BM. w/ 2 #4 CONT. BOTT. REINF.SEE FOR TYPICAL BEAM BRG. ON MASONRY /8 S4.01 ELEVATOR HOIST BM. GROUT FILLED BEAM. CUT BLOCK AS REQUIRED 4"CONT. L6x4x5/16 LLV w/ 5/8"Ø EXP. BOLTS @ 48" o.c. (2 3/4" EMBED) 3" DP. METAL ROOF DECK EL. T.O.STL. SEE PLAN FOR SIZE & SPACING OF VERT REINF. CENTERED IN WALL GROUT CORES 100% SOLID @ VERT REINF. CONT. 8" DP BOND BM. w/ 2 #4 CONT. BOTT. REINF. GROUT FILLED BEAM. CUT BLOCK AS REQUIRED 4"CONT. L4x4x1/4 w/ 5/8"Ø EXP. BOLTS @ 48" o.c. (2 3/4" EMBED) EL. SEE ARCH SEE PLAN FOR SIZE & SPACING OF VERT REINF. CENTERED IN WALL GROUT CORES 100% SOLID @ VERT REINF. CONT. 8" DP BOND BM. w/ 2 #4 CONT. BOTT. REINF. GROUT COURSE 100% SOLID 1' - 4" BRG. PL. w/ AISC LONG SLOTTED HOLES SEE FOR TYPICAL BEAM BRG. ON MASONRY DETAIL /8 S4.01 WF BEAM -SEE PLAN 3" DP. MTL ROOF DECK EL. T.O.STL. PROVIDE (1) #10 TEK SCREW SIDELAP CONNECTOR BETWEEN ALL SUPPORTS. WELD TO EDGE BEAM WITH 5/8" DIAM. PUDDLE WELDS AT 6" O.C. PROVIDE (4) 5/8" DIAM. PUDDLE WELDS PER DECK WIDTH @ ALL SUPPORTS. EL. T.O.STL.3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS WALL SHEATHING 1' - 2 1/2" 8 1/2" 1/2" CLR. 5 1/2" SLIDE CLIP EL. SEE ARCH 6" CFMF CONT. L6x4x5/16 LLH COPE HORZ. LEG AT COL. 3" DP. MTL ROOF DECK 18 GA. TRACK 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 ROOF DETAILS 04 MARCH 2022 S5.01SPC JPF WRH MEDVET CARMEL -ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION0' 6" 1' 2'3" SCALE: 3/4" = 1'-0"9 SECTION TYP. FRAMING AT ROOF OPENINGS 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 0' 1' 3' 6" SCALE: 3/4" = 1'-0" 4 SECTION 0' 1' 3' 6" SCALE: 3/4" = 1'-0" 6 SECTION 0' 6" 1' 2' 3" SCALE: 3/4" = 1'-0" 7 SECTION 0' 6" 1' 2' 3" SCALE: 3/4" = 1'-0" 8 SECTION N.T.S.10 SECTION TYP. DECK FASTENING 0' 6" 1' 2'3" SCALE: 3/4" = 1'-0"5 SECTION 07/13/22