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7' - 11" #8' - 6"#9' - 11" #12' - 6"#8' - 1" # 19' - 6" #6' - 5"#10' - 0" #10' - 2"#17' - 0"#20' - 0" #6' - 1"#7' - 0"#10' - 0" # 20' - 2" # 8' - 10" #10' - 6"#10' - 4" #10' - 0"#17' - 0"#8' - 4"#5' - 8" # 7' - 0" #8' - 6"#16' - 8"#17' - 0"#10' - 8"#9' - 11" # 3' - 2" # B1 B1 B2 B2 B3 B3 B4 B4 B5 B5 B6 B6 BABA BBBB BCBC BDBD BEBE 158' - 6" 12' - 6"26' - 0"13' - 6"70' - 0"36' - 6"123' - 0"20' - 11"8' - 6"72' - 6"21' - 1"5"10' - 0 3/4"3"8' - 3 1/2"C1 C3 C6 C6C6 C6 C6 C6 C3 C3 C3 C3 C3C1 C1 C7 C7 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3C1 C1C1 C1 C6 C7 C1 C3 C7 C3 C1 C1C1 C1 C1 C1 C1 C6 C3 C3 C3 C3 C3 C3C3 C3 C3C3 C3 C3 C3 C3 C3 C1 C1C1 C1 C1 C1C1C1 C1 C1 C1C1 C1C1C1 4" THICK CONC. SLAB ON GRADE w/ #4 @ 18" o.c. EA. WAY CTR'D IN SLAB o/ 15 MIL VAPOR BARRIER o/ SUBGRADE. FOR MORE INFORMATION SEE DETAIL 1 S521-1 FIN. FLR. ELEV. = (=/-) 0'-0" 0'-0" CF5 F5 F5 C3 C1 C1 C1F5F5 +2'-0" -2" -2" -2"-2" -2" 15 S420-1 9 S421-1 2 S421-1 18 S421-1 4 S421-1 8 S421-1 18 S420-1 11 S420-1 3 S420-1 8 S420-1 10 S420-1 3 S421-1 15 S421-1 10 S421-1 1 S421-1 20 S420-1 2 S420-1 14 S421-1 19 S420-1 1 S420-1 4 S420-1 13 S420-1 HD1HD1H D 1 HD1C1 C1 C1 C1 C3 C1 C1 C1C1 12 S421-1 3"8' - 5 1/2"8' - 6"8' - 6"8' - 6"8' - 6"4' - 6 1/2"3' - 11 1/2"8' - 6"8' - 6"4' - 0 1/2"3"8' - 0 1/2"8' - 0 1/2"2' - 2"3"4' - 0"8' - 6"8' - 4"3"3"6' - 9"6' - 9" 3" 10' - 0 3/4"10' - 0 3/4"9' - 9"9' - 9"9' - 9"10' - 0 3/4"10' - 0 3/4" 3" 10' - 2 3/4" 3"11' - 3 7/8"9' - 6 1/8"3"3"2 1/2"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6"4' - 3 1/2"2 1/2"8' - 6"3' - 7 1/2"15' - 0"15' - 4 1/2"8' - 6"8' - 6"8' - 6"4' - 3 1/2"3"10' - 0"10' - 0"5' - 9"4' - 3" 4' - 3"1' - 11"3' - 7 1/8"4' - 7 7/8"10' - 2"10' - 2"3' - 2"3"3"16' - 1"3" 3"3"7' - 0 1/2"7' - 0 1/2"5' - 10"10' - 0"5' - 9"4' - 3"3"3"10' - 5 1/2"5' - 6 1/4"3"8' - 3 7/8" 4' - 11 1/8"4' - 11" 8' - 4"9' - 10"23' - 10" 3' - 8 3/8"6' - 1 5/8"10' - 3"7' - 10 1/2"7' - 10 1/2"7' - 10 1/2"5' - 3" 3" 7' - 0"6' - 3" 3" 4' - 8"5' - 4 3/4"10' - 0 3/4"29' - 3"10' - 0 3/4" F6.5 F6.5 F6.5 F6.5 2' - 0"2' - 0" 3' - 0"3' - 0" 3" 10' - 0"10' - 0"5' - 6" 3"3' - 0"3' - 0"1' - 0"1' - 0"4' - 0"4' - 0"5' - 0"5' - 0"3' - 0" 3' - 0"2' - 0"2' - 0"2' - 0"4' - 0"4' - 0"3' - 0"3' - 0"2' - 0"2' - 0"3' - 0"4' - 0"3' - 0"3' - 0"1' - 0"1' - 0"3' - 0"3' - 0"3' - 0"3' - 0"1' - 2"1' - 0"4' - 0"4' - 0" 3' - 0" CF2CF2 CF3 3' - 0" 20' - 4 1/2"3' - 11 3/8"20' - 4 1/2" CF4 CF2 CF3 CF3 CF3 CF3 CF3 CF3 CF3 CF3 CF3 CF3 CF3 CF3 CF3 CF3 CF3CF3 CF3 CF3 6" THICK CONC. SLAB ON GRADE AT ELECTRICAL ROOM0'-0" CF1 CF2 4' - 0"C1 F2.5 F2.5 F3.5 F3 F2.5 C11' - 0"1' - 0"CF3 F2.5 F2.5 F2.5 16 S421-1 1 S520-1 ______TYP. @ EXT. WALL U.N.O. 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 6 S520-1 ______ 6 S520-1 ______ 6 S520-1 ______6 S520-1 ______ 6 S520-1 ______ 4 S520-1 ______TYP. @ EXT. STAGE WALLS 16 S520-1 ______ 8 S520-1 8 S520-1 2 S520-1 ______TYP. @ EXT. WALL OPNG 11 S521-1 ______ 11 S521-1 ______ 10 S520-1 ______ 10 S520-1 ______ 10 S520-1 ______ 10 S520-1 ______ 10 S520-1 ______11 7/8"8' - 0"1' - 0 1/8"C3 C3 4' - 0" TYP. 2 S520-1 ______TYP. @ EXT. WALL OPNG CF6 CF6 CF6 CF6 C8 C8 CF6 C8 C8 CF6 1 S520-1 ______TYP. @ EXT. WALL OPNG U.N.O. 16 S520-1 ______ TYP. 12 S520-1 ______ TYP. @ COL. LANDING & STAIRS PER ARCH. O.H.HD1-8" C1 C1C1 1' - 0"CF3 5 S421-1 1. THE TYPICAL DETAILS SHOWN ON THE S023-1, S032-1 SHEETS SHALL APPLY IN ALL CASES, UNLESS SPECIFICALLY SHOWN OTHERWISE. WHERE NO DETAIL IS SHOWN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. SEE GENERAL NOTES AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. 2. UNCLEAR, CONFLICTING AND/OR MISSING INFORMATION SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. 3. ALL DIMENSIONS ARE TO FACE OF WALL STUD OR CENTER OF COLUMN, U.N.O. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 4. ALL COLUMNS ARE TO BE CENTERED IN STUD WALLS AND ON PAD FOOTINGS, U.N.O. 5. SEE CIVIL PLANS AND OR SITE PLAN FOR LOCATION AND DIMENSIONS OF SIDEWALKS, RAMPS, EXTERIOR SLABS, MOW STRIPS AND PLANTERS. 6. FOR FLOOR DRAIN, DATA AND FLOOR BOX LOCATIONS REFER TO PLUMBING, MECHANICAL, ARCHITECTURAL, ELECTRICAL AND TECHNOLOGY PLANS. 7. ALL EXTERIOR CONCRETE SLABS ARE TO BE POURED SEPERATE. 8. FOR SLAB ON GRADE JOINT DETAILNG, SEE & . 9. ALL EMBEDDED ITEMS SHALL BE IN PLACE AND SECURE PRIOR TO POURING OF CONCRETE. 10. ALL CONTINUOUS FOOTINGS TO BE TYPE U.N.O. 11. TOP OF FOOTING (T.O.F.) ELEVATIONS SHALL BE (-) 1'-0", U.N.O. 12. ALL ELEVATIONS ARE ESTABLISHED FROM AND RELATIVE TO FIRST FLOOR FINISHED SLAB (0'-0" DATUM), U.N.O. FOR ACTUAL ELEVATIONS, SEE CIVIL DRAWINGS. 13. FOR PIPES/CONDUITS NEAR TO OR INTERSECTING FOUNDATIONS, SEE . 14. FOR INTERIOR NON-BEARING WALLS, SEE . 15. SEE ARCHITECTURAL DRAWINGS FOR WALL STUD SIZES AND SPACING, U.N.O. 16. FOR TYPICAL INTERIOR COLUMN FOOTING DETAILS, SEE . 17. FOR TYPICAL EXTERIOR COLUMN FOOTING DETAILS, SEE . 18. CONCRETE SLABS ARE FINISH SURFACES AS INDICATED ON ARCHITECTURAL FINISH FLOOR PLANS. NO TEMPORARY FASTENING, HOLES OR DEFORMATIONS ARE ALLOWED. FOUNDATION NOTES CF1 12 S023-1 19 S023-1 1 S024-1 2 S024-1 14 S023-1 15 S023-1 GRID BUBBLE AND NUMBER. SEE ARCHITECTURAL DRAWING PACKAGE FOR DETAILED DIMENSIONS OF ALL GRIDS SHOWN. SECTION/ ELEVATION MARK. SEE REFERENCING DETAIL NUMBER AND SHEET NUMBER FOR ADDITIONAL INFORMATION. DETAIL MARK. SEE REFERENCING DETAIL NUMBER AND SHEET NUMBER FOR ADDITIONAL INFORMATION. ELEVATION MARK T.O.W. = TOP OF WALL T.O.F. = TOP OF FOOTING T.O.S. = TOP OF STEEL FOOTING TAG. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION. CONTINUOUS FOOTING TAG. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION & DETAIL COLUMN TAG. SEE COLUMN SCHEDULE FOR ADDITIONAL INFORMATION. CONCRETE FOOTING. CMU WALL PER ARCHITECTURAL INDICATES AREA AND DEPTH OF SLAB DEPRESSION. SEE ARCHITECTURAL DRAWINGS AND DETAIL INDICATES HOLDOWN CX CFX FX 1 LEGEND ______ S500 1 1 A101 _______ -2" METAL STUD WALL. FOR STUD SIZES, SPACING AND ARCHITECTURAL WALL TYPES, SEE ARCHITECTURAL DRAWINGS. 3 S024-1 INDICATES FLOOR BOX. SEE ELECTRICAL DRAWINGS. 9 S520-1 H D 1 SHEAR WALL -FOR SHEATHING SEE DENOTES REQ'D SHEARWALL LENGTH. OVERALL WALL LENGTH SHALL BE CONTROLLED BY ARCH. DIMENSIONS T.O.W. = 0'-0" 1 S031-1 E NALN EERNIG RNOIAIPRTREIGRESDECLAIFFTOES TAFOESSNo. S5609OS TRUCTURALERICS.BAILE Y TT, FRESNO HEADQUARTERS VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPOA R C H I T E C T S E N G I N E E R S C O N N E C T E D ETERLLPETERIIIDRAWING TITLEPROJECT NO. DRAWING DATEDESCRIPTIONMARKproperty rights in thesePLOT DATE:copyright and other reserves its common lawTeter, LLP expresslyinstrument of professionalincorporated herein, as anideas and designsplans. This document, theprior written authorization.any other project withoutin whole or in part, forservice, is not to be usedNOT FORCONSTRUCTION3/8/2019 11:21:33 AMC:\Users\Luis.Valtierra\Documents\10744-S-SUSD NEW ELEMENTARY SCHOOL-2017_Luis.Valtierra.rvtS120-1 FOUNDATION PLANNEW ELEMENTARY12/18/1818-10744SCHOOLSTOCKTON USD2111 QUAIL LAKES DR., STOCKTON, CA 65207100% CDD 1/8" = 1'-0"8FOUNDATION PLAN N.T.S.NOTES, SCHEDULE & LEGEND FOUNDATION SCHEDULE Type Mark SIZE REINFORCEMENT CONTINUOUS FOOTING CF1 1'-0" WIDE x 2'-2" THICK CONT. (2) #4 T&B CONT. & #3 STIRRUPS @ 12" o.c. CF2 1'-4" WIDE x 2'-2" THICK CONT. (2) #4 T&B CONT. & #3 STIRRUPS @ 12" o.c. CF3 2'-0" WIDE x 2'-2" THICK CONT. (3) #4 T&B CONT. & #3 STIRRUPS @ 12" o.c. CF4 3'-0" WIDE x 2'-2" THICK CONT. (4) #5 T&B CONT. & #3 STIRRUPS @ 12" o.c. CF5 6'-0" WIDE x 2'-2" THICK CONT. (4) #4 T&B CONT. & #3 STIRRUPS @ 12" o.c. CF6 1'-4" WIDE x 1'-4" THICK CONT. (2) #4 T&B CONT. & #3 STIRRUPS @ 8" o.c. PAD FOOTING F2.5 2'-6" SQ. x 2'-2" DP. (4) #4 EA. WAY T&B F3 3'-0" SQ. x 2'-2" DP. (4) #5 EA. WAY T&B F3.5 3'-6" SQ. x 2'-2" DP. (4) #5 EA. WAY T&B F5 5'-0" SQ. x 2'-2" DP. (5) #5 EA. WAY T&B F6.5 6'-6" SQ. x 2'-2" DP. (6) #5 EA. WAY T&B COLUMN SCHEDULE Type Mark DESCRIPTION COMMENTS C1 HSS4X4X3/16 C2 HSS4X4X1/4 C3 HSS5X5X3/16 C6 HSS7X4X1/8 C7 HSS7X7X1/2 C8 Pipe5STD SEE 4/S521-1 C9 HSS6X6X1/4 SCREEN ON 2/S623-1 NORTH