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027 S200 Foundation Plan - Alza Building
PLAN NOTES: 1. MODIFICATIONS ARE NOT ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. CONTRACTOR ASSUMES ALL LIABILITY FOR MODIFICATIONS MADE WITHOUT PRIOR WRITTEN APPROVAL. 2. SEE S001 FOR COMMON SYMBOLS AND ABBREVIATIONS. 3. SEE S002 FOR GENERAL STRUCTURAL NOTES. 4. SEE S003 FOR SCHEDULES. 5. SEE S100 SHEETS FOR TYPICAL DETAILS. TYPICAL DETAILS MAY NOT BE CALLED OUT, BUT APPLY AT APPLICABLE CONDITIONS. 6. SEE S400 SHEETS FOR CONCRETE DETAILS. 7. SEE S500 SHEETS FOR FRAMING DETAILS. 8. EXTERIOR WALLS TO BE WALL TYPE W6U U.N.O., SEE SCHEDULES FOR SHEARWALL SCHEDULE. 9. SLAB CONTROL JOINTS ARE TO BE CUT @ 12'-0" O.C. MAXIMUM. SEE SCHEDFTG THK 2'-0" SEE SCHED FTG THK3"3"FTG REINF, SEE SCHED FTG TYPE 'F' DOWEL W/ STD. HOOK, MATCH WALL VERT. REINF. SPACING, ALT HOOK DIRECTION CONC WALL, SEE PLAN GRID GRID EQ EQ SEE SCHED FTG WIDTH SEE SCHEDFTG THK3"3" FTG TYPE 'S'MIN1 1 13 13 15 15 AA 2 2 16 16 F24 F24 F24 F24 C10-10C10-10 C10-10 F24 C10-10 C10-10 C10-10 C8-12 S1 4" CONCRETE SLAB w/ #4 @ 18" O.C., E.W. ___________________T.O.C -10'-0 1/2"10 3/4"1' - 0"1' - 5" T.O.F. -10-4 1/2" T.O.W. -0-4 1/2" S S S S T.O.F. -4'-7 1/2" T.O.W. -0'-8"C8-12 F16 6X6 (3) 2x6 HSS4X4X3/16 T.O.F. T.O.F. -10' - 4 1/2" F16 26-16 4' - 2"3' - 10 3/4"2' - 9"5' - 5"TYP. U.N.O 48 11TYP.U.N.O4811 1 TYP. U.N.O 48 TYP. U.N.O 48 TYP. U.N.O48 48 11 2 S400 _______ 3 S400 _______ 7 S400 _______ 7 S400 _______ 1 S400 _______ 5 S400 _______ 4 S400 _______ 1 S400 _______ 9 S400 _______ 6 S400 _______ S3-3 S3-3 S3-3 W8X40 7' - 1 1/4"14' - 0"W8X40 S3-3 S3-3 W8X40 W8X40 8 S400 _______ 7 S400 _______ 7 S400 _______ S300 5 S300 6 T.O.F. -14'-0 1/2" T.O.W. -10'-0 1/2" 2 S300 _______ 2 S300 _______ 2 S300 _______ 2 S300 _______ T.O.F. -10'-4 1/2" T.O.P. -0'-4 1/2" T.O.F. -10'-4 1/2" T.O.P. -0'-4 1/2" T.O.F. -4'-7 1/2" T.O.P. -0'-8" T.O.F. -10'-4 1/2" T.O.W. -0'-4 1/2" T.O.F. -10'-4 1/2" T.O.W. -0'-4 1/2" T.O.F. -10'-4 1/2" T.O.W. -0'-4 1/2" T.O.F. -10'-4 1/2" T.O.W. -0'-4 1/2"T.O.F. -10'-4 1/2" T.O.W. -0'-4 1/2" T.O.F. -10'-4 1/2" T.O.W. -0'-4 1/2"T.O.F. -10'-4 1/2" T.O.P. -0'-4 1/2" T.O.F. -4'-7 1/2" T.O.P. -0'-8" 18" CONC PIER 18" CONC PIER 24" CONC. PIER 24" CONC. PIER 24" CONC. PIER 24" CONC. PIER T.O.F. -10'-4 1/2" T.O.P. -0'-4 1/2" BB II CC DD HH GG F F E E 5 5 6 6 11 11 4 4 8 8 3 3 12 12 10 10 14 14 7 7 9 9 5 5/8"6 3/8"11' - 0"7' - 2 1/4"4' - 2"3 5/8"4 1/8"3' - 4"24' - 0"94' - 2" 12' - 0"2' - 6" 4" 8' - 2"7' - 9 1/4"7' - 2 3/4"6' - 0"6' - 0"26' - 9 1/4" 2 3/4" 5' - 7 15/16" 4 1/16" 6' - 6" 6" 4' - 2" F16 6X6 1 1 1 S400 _______ S3-3 6X6 2" S3-3 6X6 S3-3S3-3 2' - 2 3/4"4' - 7"1 S400 _______ 5 S400 _______5 S400 _______ 36 S3-3 STATUS: JOB NO.: CHECKED: DRAWN: Copyright © 2023 Springer Group Architects, P.C. NOT FOR CONSTRUCTION 10/13/2023 1:46:23 PM10/13/2023 Author Checker 233965 COORDINATION S200TRUENORTH CENTERALZA COFFEE &DOUGHNUTSFOUNDATION PLAN FOOTING SCHEDULE MK. FTG. SIZE REINFORCEMENT F16 16"WD x10"THK (2) #4 CONT. F24 24"WD x10"THK (2) #4 CONT. S1 10' 1/2" x 12' x 12" THK #5 @ 8" O.C. E.W. S3-3 3'-0" SQ x 10" THK #4 @ 8" O.C E.W. 1/4" = 1'-0"1 FOUNDATION PLAN REVISION SCHEDULENO: DESCRIPTION: DATE: BY: