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HomeMy WebLinkAboutStructural_S4.01SEE PLAN EL. T.O.STL. CONT. BENT PL 1/4x5x5 1/2 LLV COPE HORZ. LEG AT COL. WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 6" CFMF AISC STD DBL. ANGLE CONN. w/ 3/4" Ø A325 BOLTS. TYP @ BEAM TO COL. CONNECTIONS, U.N.O. SEE COL. SCHEDULE AISC STD SHEAR CONN. w/ 3/4"Ø A325 BOLTS WALL SHEATHING 1' - 2" 1/2" CLR. 5 1/2"5 1/2"400S162-68 UNPUNCHED w/ (4) #10 TEK SCREWS 1/8 2 1' - 8" SEE PLAN EL. T.O.STL. CONT. BENT PL 1/4x5x5 1/2 LLV COPE HORZ. LEG AT COL. WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 6" CFMF 5 1/2"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' - 8" 1' - 2" 1/2" CLR. 5 1/2" 400S162-68 UNPUNCHED w/ (4) #10 TEK SCREWS 1/8 2 EL. T.O.STL. CONT. BENT PL 1/4x5x5 1/2 LLV WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS WALL SHEATHING 1' - 8" 1' - 2" 1/2" CLR. 5 1/2" SLIDE CLIP EL. SEE ARCH EL. SEE ARCH 6" CFMF BOXED HEADER STEEL LINTEL EL. T.O.STL. CONT. BENT PL 1/4x5x5 1/2 LLV WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"WALL SHEATHING 1' - 8" 1' - 2" 1/2" CLR. 5 1/2" SLIDE CLIP EL. SEE ARCH EL. SEE ARCH 6" CFMF BOXED HEADER STEEL LINTEL 1 9/16" CONT. BENT PL 1/4x4x5 1/2 LLV w/ 5/8"Ø EXP. BOLTS @ 24" O.C. (2 3/4" EMBED) 3 1/2" CONC. SLAB ON 2" DP. COMP. METAL 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. CMU 8" WWF 5 1/2"GROUT COURSE 100% SOLID SEE FOR TYPICAL BEAM BRG. ON MASONRY /8 S4.01 CONT. L4x4x1/4 w/ 5/8" Ø EXP. BOLTS@ 24" O.C. (2 3/4" EMBED) 3 1/2" CONC. SLAB ON 2" DP. COMP. METAL 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. CMU 8"5 1/2"WWF GROUT COURSE 100% SOLID GROUT COURSE 100% SOLID 5/8 6 BEAM PARALLEL TO WALL BEAM PERPENDICULAR TO WALL BEARING PL WHERE SHOWN; OTHERWISE, PROVIDE 1/4" SETTING PLATE FOR FULL LENGTH OF BEARING. PROVIDE NON-SHRINK GROUT UNDER ALL BEARING PLATES & SETTING PLATES. BEARING PLATES IN BMS. PARALLEL TO WALLS SHALL BE (T MINUS 1") WIDE WHERE "T" IS THE WALL THICKNESS). @ BEAMS ONLY (EXCLUDING LINTELS): (2) 3/4" Ø A. BOLTS w/ DBL. NUTS & WASHER. PROVIDE 1 3/4" LG. SLOTTED HOLES IN BEAM FLANGES. FINGER TIGHTEN NUT & DEFORM THREADS NOTE: ALL BEAMS & LINTELS TO BEAR ON BLOCK BACK-UP WYTHE WITHIN CAVITY WALLS. NOTE: ALL MASONRY UNITS ENTIRELY OR PARTIALLY IN SHADED AREA SHALL BE GROUT- FILLED HOLLOW-CORE BLOCK 3/4" Ø x 16" LG. ANCHOR BOLTS SEE PLAN FOR BEAM SIZE HORIZ. JOINT REINF. @ 8" o.c. x 48" LG. (3 COURSES BELOW BRG.) 6"6"@ LINTELS2 COURSES@ BEAMS3 COURSESELEV. 6" 1/2" CLR. SEE PLAN 7 1/2" MIN. ELEV.@ LINTELS2 COURSES@ BEAMS3 COURSES4"EMBED.10"NOTE: ALL MASONRY UNITS ENTIRELY OR PARTIALLY IN SHADED AREA SHALL BE GROUT- FILLED HOLLOW-CORE BLOCK CONT. BENT PL 1/4x5 1/2x4 LLV w/ 5/8"Ø EXP. BOLTS @ 24" O.C. (2 3/4" EMBED) 3 1/2" CONC. SLAB ON 2" DP. COMP. METAL 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. WWF 5 1/2"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 FLOOR BEYOND EL. T.O.STL. SEE PLAN FOR SIZE & SPACING OF VERT REINF. GROUT CORES 100% SOLID @ VERT REINF. CONT. 8" DP BOND BM. w/ 2 #4 CONT. BOTT. REINF. 1' - 4" 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) T.B.E. 110'-6" WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS (E) DBL. TOP PL (E) 2x WALL STUDS (E) P.E. WOOD TRUSSES EL. T.O.STL. 8"9 5/8" 12 6 9 5/8"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 S4.01MEDVET CARMEL - ANIMALHOSPITAL<650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032 |>VOLUME1 - SITEWORK AND FOUNDATIONS NEB JPF WRH 0'6"1'2'3" SCALE: 3/4" = 1'-0"2 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"1 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"3 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"4 SECTION 0'6"1'2'3" 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: 3/8" = 1'-0"8 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"9 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"10 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"11 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"12 SECTION