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struct concrete beam schedules
MINIMUM WALL REINFORCING SIZE CURTAIN CONCRETE VERTICAL HORIZONTAL SINGLE #4 @ 18" O.C.6" 8" 10" 12" 14" 16" SIZE CURTAIN MASONRY VERTICAL HORIZONTAL SINGLE SINGLE DOUBLE DOUBLE DOUBLE #4 @ 18" O.C. #5 @ 18" O.C. #4 @ 18" O.C. #4 @ 18" O.C. #4 @ 18" O.C. #4 @ 16" O.C. #4 @ 12" O.C. #5 @ 15" O.C. #4 @ 16" O.C. #4 @ 12" O.C. #4 @ 12" O.C. SINGLE #3 @ 24" O.C.4" 6" 8" 10" 12" SINGLE SINGLE #4 @ 48" O.C. #5 @ 48" O.C. #5 @ 32" O.C. #6 @ 48" O.C. *K-WEB @ 16" O.C. (2) #4 @ 48" O.C. (2) #5 @ 48" O.C. (2) #5 @ 48" O.C. (2) #6 @ 48" O.C. SINGLE SINGLE * STANDARD "K-WEB" w/ (2) 9 GA. WIRES NOTE: 1. ALL REINFORCEMENT GRADE 60 EXCEPT #3 AND SMALLER WHICH MAY BE GRADE 40 HOLDOWN SCHEDULE MARK HOLDOWN STRAP ANCHOR BOLT HD1 HDU2-SDS2.5 SSTB16 MIN. POST SIZE COMMENTS (2) 2x SEE NOTES 1,2,3 NOTES: 1. CONTRACTOR SHALL USE FASTENERS PER MANUFACTURERS RECOMMENDATIONS 2. WELD TO BEAM ACCORDING TO MANUFACTURER'S RECOMMENDATIONS 3. USE COUPLER NUT WITH THRD. ROD EXTENSION AS REQ'D 4. REFERENCE DETAIL 11/S0.4 FOR PLACEMENT INFO. HD2 HDU8-SDS2.5 SSTB28 6x6 SEE NOTES 1,2,3 ISSUE DATE:910 Brooks Street, Suite 203Missoula, MT 59801406.542.2849www.aeg.designPROJECT NO:2/7/2024 3:40:55 PMIssue Date S0.2 MEMBER SCHEDULES305 SOUTH 5th STREETBOZEMAN, MT. 59715NEW GARAGE / ADUPERMIT SET23-040 1. HEIGHT IS FOR GENERAL REINF./WALL LAYOUT, LAP. LENGTH SHALL BE 48DB, TYP. U.N.O. 2. SEE FND. PLAN FOR ELEVATION OF T.O.W., T.O.F. & T.O. SHELF AS APPLICABLE. 3. REINFORCEMENT SHALL BE GRADE 60 EXCEPT #3 AND SMALLER WHICH MAY BE GRADE 40 CONCRETE WALL NOTES: WALL SCHEDULE - CONCRETE MARK SIZE CURTAIN VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT HEEL FACE CENTER TOE FACE HEIGHT HEEL FACE CENTER TOE FACE HEIGHT C6 0' - 6" SINGLE --- #4 @ 18" O.C. --- --- --- #4 @ 16" O.C. --- --- C8 0' - 8" SINGLE --- #4 @ 18" O.C. --- --- --- #4 @ 12" O.C. --- --- FOOTING SCHEDULE - SPREAD MARK f'c (PSI) DIMENSIONS FTG. REINF. NOTESWIDTH LENGTH DEPTH F10 4,000 3' - 0" 3' - 0" 0' - 10" (4)#4 BARS, E.W., (BOT.) THICKENED SLAB FTG. - TO BE POURED MONOLITHIC WITH SLAB PER 7/S0.3 BEAM SCHEDULE REV # MARK TYPE LEFT END DTL. RIGHT END DTL. NAILER WELDED STUDS (BOT) WELDED STUDS (TOP) NOTES 2FB-1 PSL 5 1/4 x 11 7/8 (4)-16d TOE-NAILS 5/S2.0 --- --- --- --- 2FB-2 PSL 5 1/4 x 11 7/8 5/S2.0 6/S0.4 --- --- --- --- 2FB-4 W10X68 6/S0.3 6/S0.3 2x (TOP) --- 5/8" DIA. x 2" W.T.S. @ 48" O.C. --- 2FB-5 (2) LVL 1 3/4" x 11 7/8 6/S0.4 HUS412 --- --- --- --- 2FB-6 (2) LVL 1 3/4" x 11 7/8 HUC412 6/S0.4 --- --- --- --- 2RB-1 GL 5 1/2x24 6/S0.4 CC66 --- --- --- RH: STRAPS ROTATED 90 DEG. 2RB-2 GL 5 1/2x24 CC66 6/S0.4 --- --- --- LH: STRAPS ROTATED 90 DEG. 2RB-3 GL 3 1/2x12 6/S0.4 HUS412 --- --- --- --- 2RB-4 (2) LVL 1 3/4" x 11 7/8 (4)-16d TOE-NAILS LSSR410Z --- --- --- --- 2RB-5 (2) LVL 1 3/4" x 11 7/8 LSSR410Z (4)-16d TOE-NAILS --- --- --- --- 2RB-6 (2) LVL 1 3/4" x 11 7/8 LSSR410Z (4)-16d TOE-NAILS --- --- --- --- 2RB-7 (2) LVL 1 3/4" x 11 7/8 (4)-16d TOE-NAILS LSSR410Z --- --- --- --- 2RB-8 (2) LVL 1 3/4" x 11 7/8 (4)-16d TOE-NAILS LSSR410Z --- --- --- --- 2RB-9 (2) LVL 1 3/4" x 11 7/8 LSSR410Z (4)-16d TOE-NAILS --- --- --- --- 2RB-10 (2) LVL 1 3/4" x 11 7/8 (4)-16d TOE-NAILS LSSR410Z --- --- --- --- 2RB-11 (2) LVL 1 3/4" x 11 7/8 LSSR410Z (4)-16d TOE-NAILS --- --- --- --- 2RB-12 GL 3 1/2x12 HUS412 (4)-16d TOE-NAILS --- --- --- --- COLUMN SCHEDULE REV # MARK TYPE LOCATION BASE DTL. CAP DTL. 0C-1 6x6 A(8' - 4")-1(-15' - 10") (4)-16d TOE-NAILS SEE HEADER SCHED. 0C-2 6x6 A(11' - 2 3/4")-1(-1' - 8 1/8") (4)-16d TOE-NAILS SEE BEAM SCHED. 0C-3 6x6 A(-11' - 2 3/4")-1(-1' - 8 1/8") (4)-16d TOE-NAILS SEE BEAM SCHED. 0C-4 6x6 A-1(12' - 1 1/2") CPT66Z SEE BEAM SCHED. 0C-5 (2)-2x6 A(-11' - 2 3/4")-1(11' - 6 1/4") (4)-16d TOE-NAILS SEE BEAM SCHED. 0C-7 6x6 A(-8' - 4")-1(-15' - 10") (4)-16d TOE-NAILS SEE HEADER SCHED. 0C-8 (2)-2x6 A(11' - 2 3/4")-1(12' - 2 1/2") (4)-16d TOE-NAILS SEE BEAM SCHED. 2.5C-1 (2)-2x6 A(11' - 2 3/4")-1(4' - 8 3/4") (4)-16d TOE-NAILS SEE BEAM SCHED. 2.5C-2 6x6 A-1(15' - 10") (4)-16d TOE-NAILS SEE BEAM SCHED. 2.5C-3 (2)-2x6 A(-11' - 2 1/2")-1(4' - 8 3/4") (4)-16d TOE-NAILS SEE BEAM SCHED. 2.5C-4 6x6 A-1(-15' - 10") (4)-16d TOE-NAILS SEE BEAM SCHED. 2.5C-5 6x6 A-1(-1' - 8") (4)-16d TOE-NAILS SEE BEAM SCHED. 2C-5 6x6 A(1' - 10")-1(-1' - 8") (4)-16d TOE-NAILS SEE HEADER SCHED. 2C-6 6x6 A(-1' - 10")-1(-1' - 8") (4)-16d TOE-NAILS SEE HEADER SCHED. HEADER SCHEDULE REV # MARK TYPE LEFT END DTL. RIGHT END DTL.NOTES 1H-1 (2)-2x8 3/S0.4a 3/S0.4a --- 1H-2 (3) 2x10 DF-L S.S. 3/S0.4a 3/S0.4a --- 1H-4 (2)-2x8 3/S0.4a 3/S0.4a --- 1H-5 (2) LVL 1 3/4" x 11 7/8 IUS3.56/11.88 6/S0.4a BEAM PERP. TO WALL (BOTH ENDS) 1H-6 (2) LVL 1 3/4" x 11 7/8 IUS3.56/11.88 6/S0.4a BEAM PERP. TO WALL (RH) 1H-7 (2)-2x8 3/S0.4a 3/S0.4a --- 1H-8 (2)-2x8 3/S0.4a 3/S0.4a --- 1H-9 GL 5 1/2x18 LCE4 LCE4 --- 2H-1 GL 5 1/2 x 9 3/S0.4a 3/S0.4a --- 2H-2 (3) 2x10 DF-L S.S. 3/S0.4a 3/S0.4a --- 2H-3 (3) 2x10 DF-L S.S. 3/S0.4a 3/S0.4a --- 2H-4 (2)-2x8 3/S0.4a 3/S0.4a --- 2H-5 GL 5 1/2x10 1/2 3/S0.4a 3/S0.4a --- FOOTING SCHEDULE - CONTINUOUS MARK f'c (PSI) TYPE FTG. DIMENSIONS FTG. REINFORCEMENT TOE (OR CENTER)WIDTH DEPTH DOWEL LONG REINF. F1 4,000 CONT. CENTER 2' - 0" 0' - 10" MATCH WALL (3)#4 BARS BOT. (1 1/2" CVR) REVISIONS DATE DESCRIPTION