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FOUNDATION PLAN NOTES <br />1. SEE THESE SHEETS FOR THE FOLLOWING INFORMATION: <br />A. GENERAL NOTES: S0.0-1 THRU S0.0-2. <br />B. ABBREVIATIONS AND SYMBOLS: S0.0-3. <br />C. TYPICAL CONCRETE DETAILS: S4.0-1. <br />D. TYPICAL STEEL DETAILS: S5.0-1. <br />E. TYPICAL METAL STUD DETAILS: S6.0-1 THRU S6.0-4. <br />2. VERIFY ALL DIMENSIONS, ELEVATIONS FINISH SURFACES,SLOPE, <br />DRAINS, DEPRESSIONS, CURBS, ETC, WITH ARCHITECTURAL <br />DRAWINGS PRIOR TO START OF CONSTRUCTION. <br />3. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND <br />DRAINAGE ITEMS, ALTHOUGH MAY BE INDICATED ON THE <br />STRUCTURAL DRAWINGS FOR GENERAL INFORMATION PURPOSES <br />ONLY, ARE THE DESIGN RESPONSIBILITY OF OTHERS. <br />4. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS. <br />5. COORDINATE WITH MECHANICAL/ PLUMBING/ ELECTRICAL/ <br />LANDSCAPE DRAWINGS FOR REQUIRED SLAB PENETRATIONS. <br />6. FOR FINISH FLOOR ELEVATIONS, SEE ARCHITECTURAL DRAWINGS. <br />7. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND <br />ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS THE <br />CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY DISCREPANCY <br />PRIOR TO CONCRETE PLACEMENT AND NOTIFY THE ENGINEER FOR <br />CORRECTIVE MEASURES. <br />8. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB ELEVATIONS, <br />DEPRESSIONS, SLOPES, OPENINGS, CURBS, DRAINS, TRENCHES, <br />SLAB EDGE LOCATIONS, HOUSEKEEPING PADS, TIPS, SWALES, <br />EXTERIOR SLAB ETC. AND FOR WALL OVERALL DIMENSIONS, <br />LOCATION OF OPENINGS ETC. NOT INDICATED ON STRUCTURAL <br />DRAWINGS. <br />9. CENTER COLUMNS ON GRID LINES UNLESS NOTED OTHERWISE. <br />10. SLAB ON GRADE SHALL BE 5" THICK WITH #4 @ 18" OC EACH WAY AT <br />MID-DEPTH OF SLAB PER DETAIL . <br />11. ANY DAMAGE TO THE SLAB ON GRADE, THAT IS NOT INTENDED FOR <br />DEMOLITION, DUE TO VEHICULAR TRAFFIC SHALL BE REPAIRED/ <br />REPLACED AT THE EXPENSE OF THE CONTRACTOR. <br />12. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO <br />PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH <br />MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, <br />SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. <br />OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER <br />SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. <br />13. FOR TRENCHING ADJACENT TO FOOTINGS SEE . <br />14. THE LOCATION/EXTENT OF THE (E) FOUNDATIONS FOR THE <br />ADJACENT BUILDING FOOTING SHOWN ON THIS PLAN ARE ASSUMED <br />AND MAY OR MAY NOT REFLECT ACTUAL FIELD CONDITIONS. NO AS <br />BUILT INFORMATION HAS BEEN PROVIDED REGARDING THE <br />EXISTING FOUNDATION CONDITIONS. CONTRACTOR SHALL <br />PERFORM EXPLORATORY WORK AS NEEDED TO CONFIRM ALL <br />EXISTING FOUNDATION CONDITIONS THAT MAY EFFECT THE DESIGN <br />OF THE NEW UNDERGROUND PIT WALLS PRIOR TO ANY <br />FABRICATION OR DEVELOPMENT OF SUBMITTALS AND NOTIFY <br />DESIGN TEAM AND OWNER OF ANY EXISTING CONDITIONS THAT <br />DIFFER FROM WHAT IS ASSUMED. <br />6/S4.0-1 <br />14/S4.0-1 <br />C <br />D <br />E <br />F <br />G <br />H <br />2345678 <br />(E) 12" CONC <br />TILT-UP WALL <br />(E) CONT FTG <br />(E) CONC COL <br />TYP <br />(E) COL <br />FTG <br />TYP <br />(E) SLAB <br />OPNG TO <br />AIR VENT <br />9 <br />17' - 7" <br />TOSL: -14'-11 1/2" <br />5 <br />S4.0-1 <br />6 <br />S4.0-1 <br />TYP <br />(E) PIT BELOW(E) FLOOR <br />GRILLE <br />(E) TOSL: -9'-11 1/2" <br />MOBILE STORAGE <br />SHELF ANCHORAGE <br />PER 2 <br />S7.0-1 13'-3" 17'-2" 17'-2" 16'-1" 16'-2"17' - 5" 18'-1" 18'-4" 18'-1"17' - 5"17' - 7"7' - 4"2' - 0"HSS14x6x5/8 <br />HSS14x6x5/8 <br />HSS14x6x5/8 <br />S4.0-1 <br />15 <br />ELEV <br />FC <br />ELEC <br />FC <br />B1 <br />FC <br />B-1 <br />AHU <br />B2 <br />FC <br />1-1 <br />CHWP <br />1-1 <br />HWP <br />1 <br />HX <br />B11 <br />FC <br />B10 <br />FC <br />B9 <br />FC <br />B8 <br />FC <br />B7 <br />FC <br />B6 <br />FC <br />B5 <br />FC <br />B4 <br />FC <br />B3 <br />FC <br />1-2 <br />CHWP <br />1-2 <br />HWP <br />ASI#019 <br />ASI#019 <br />VERIFY W/ ELEV MFR <br />5' - 1 1/4" <br />VERIFY W/ ELEV MFR <br />1' - 0 1/8" <br />VERIFY W/ ELEV MFR <br />3' - 6 3/4" <br />#249 <br />INDICATES TOP OF SLAB ELEVATION FROM 0'-0" <br />CORRESPONDING TO FIRST FLOOR <br />ELEVATION. <br />INDICATES TOP OF FOOTING ELEVATION <br />FROM 0'-0" TYP, UNO ON PLAN. <br />INDICATES AREA OF SLAB ON GRADE DEMO <br />AS REQUIRED BY PIT WALL SHORING <br />REQUIREMENTS. SLAB ON GRADE DEMO <br />EXTENT PER CONTRACTOR. <br />TOSL: <br />X'-XX" <br />TOF: <br />X'-XX" <br />FOUNDATION PLAN SYMBOLS <br />INDICATES STEEL COLUMN. SEE PLAN FOR <br />SIZES. <br />INDICATES WALL FOOTING, SIZE AND <br />REINFORCEMENT PER PLAN. <br />INDICATES AREA OF SLAB ON GRADE DEMO <br />AS REQUIRED. EXTENT PER CONTRACTOR. <br />REPLACE WITH NEW SLAB PER 1/S7.0-1 <br />B-1 <br />AH <br />UNIT MAX <br />WEIGHT <br />ACHORAGE <br />DETAIL <br />6,620#3/S7.0-1 <br />ELEV <br />FC 30#5/S7.0-1 <br />ELEC <br />FC <br />60#4/S7.0-1B1 <br />FC <br />B11 <br />FC <br />THRU <br />1 <br />HX <br />UNIT MAX <br />WEIGHT <br />ACHORAGE <br />DETAIL <br />175#8/S7.0-1 <br />1-1 <br />CHWP 265#7/S7.0-1 <br />230# <br />1-2 <br />CHWP <br />1-1 <br />HWP <br />1-2 <br />HWP <br />7/S7.0-1 <br />NIR <br />No. S3866 <br />Exp. 3/31/26G <br />TRE <br />TATSSE OFILACFO <br />UCT U R ARLR <br />STER EDPLOFESSIONA <br />NERAIEENGIWILLIH.THO <br />RP......... <br />. <br />. <br />. <br />. <br />. <br />......................................................EAMI <br />U <br />E <br />I <br />H <br />U <br />9 <br />AS.O <br />A <br />FRANCN <br />4 0 8 0 <br />H <br />I <br />N <br />S <br />L11 <br />AL <br />E <br />CR <br />NDEN VA <br />,N I N G <br />CRAE <br />TCEI T <br />SC <br />S <br />N <br />N <br />G R O U P <br />7 <br />S <br />5 06 <br />C <br />07 18 <br />2 <br />P <br />R <br />A <br />O <br />90 <br />A <br />EU <br />C <br />+ <br />ER <br />4 <br />SHEET TITLE AND NO.N <br />ISSUE DATE <br />PROJECT: <br />CA REG. <br />Project Arch.---- <br />---- <br />BID SET <br />FINAL PERMIT/CONFORM SET <br />04/30/2024 <br />08/02/2024 <br />22575-01 <br />26 CIVIC CENTER <br />PLAZA <br />SANTA ANA <br />CA 92701 <br />SANTA ANA <br />LIBRARY <br />RENOVATION <br />CITY OF SANTA ANA <br />26 CIVIC CENTER PLAZA <br />SANTA ANA, CA 92701 <br />8/21/2025 3:36:18 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS2.4-1 <br />FOUNDATION PLAN <br />JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S2.4-1; PD: MJS; PM: ES1/8" = 1'-0"1FOUNDATION PLAN <br />REV #DESCRIPTION DATE <br />ASI#019 ASI 03.21.2025 <br />#249 RFI Date27 <br />#249 <br />ISSUE DATE <br />PERMIT SET 1ST ISSUANCE <br />BID SET <br />FINAL PERMIT/CONFORM SET <br />09/29/2023 <br />04/30/2024 <br />08/02/2024 <br />REV # DESCRIPTION DATE <br />1 BACKCHECK REV-1 03.01.2024 <br />2 CITY REVIEW REV-1 08.02.2024 <br />3 CITY REVIEW REV-2 10.18.2024 <br />4 CITY REVIEW REV-3 01.27.2025 <br />5 CITY REVIEW REV-4 04.07.2025 <br />6 CITY REVIEW REV-5 06.27.2025 <br />7 CITY REVIEW REV-6 10.24.2025 <br /> <br />REVIEWED FOR CONSTRUCTABILITY: <br /> 80470 <br />SEAN THOMAS. P.E. RCE NO: <br />PRINCIPAL CIVIL ENGINEER <br />DATE: <br />RECOMMENDED FOR CONSTRUCTION: <br /> 62968 <br />JASON GABRIEL. P.E. RCE NO: <br />PRINCIPAL CIVIL ENGINEER <br />DATE: