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C <br />D <br />E <br />F <br />G <br />H <br />2345678 <br />(E) CONT FTG <br />(E) CONC TILT-UP WALL <br />(E) CONC COL <br />BELOW <br />(E) CONC BEAM(E) SLAB ON GRADE <br />(E) SLAB ON GRADE <br />(E) CONT FTG <br />HSS6x6x1/2 <br />HSS6x6x1/2 <br />(E) CONC SLAB <br />TYP <br />(E) CONC <br />PILASTER <br />W12x50 <br />W12x30W12x30W12x50 <br />10 1 <br />17' - 5" 18'-1" 18'-4" 18'-1"17' - 5"17' - 7" 27'-6" <br />(E) CONC COL <br />TYP <br />9 <br />17' - 7"27' - 7" <br />6 <br />S5.0-1 TYP <br />(E) TOSL: 0'-0" <br />4 <br />S5.0-1 <br />TYP <br />2 <br />S5.0-1 <br />8 <br />S5.0-1TYP TYP <br />3 <br />S5.0-1 TYP <br />S5.0-2 <br />1 <br />5 <br />S5.0-1 <br />ABV <br />TYP <br />S5.0-2 <br />1 <br />HSS6x6x1/2 <br />HSS6x6x1/2 <br />HSS12x6x3/8 (ABOVE)HSS12x6x3/8(ABOVE)S2.5-1 <br />1 <br />S2.5-1 <br />2 <br />AT FDN <br />AT ROOF <br />W12x30 W12x30 <br />W12x30 <br />CONC BLEACHER <br />STEPS PER <br />FOR ADDL <br />DIMENSIONS <br />SEE LANDSCAPE <br />DWGS <br />OUTLINE OF TRELLIS <br />ROOF ABOVE <br />4'-0"Ø x 8'-0" DEEP <br />FTG PER <br />(3) LOCS <br />4 <br />S4.0-2 <br />W12x30 <br />(E) CONC <br />WALL BELOW <br />D2 <br />CONC OVER MTL DECK <br />PER SCHED ON <br />TYP <br />UNO <br />FTG AT <br />STEPS <br />6 <br />S4.0-2 <br />AT STEPS <br />TYP <br />HSS6x6x3/8 <br />HSS6x6x3/8 <br />W12x30 <br />CONC <br />SLAB PER <br />NOTE #10 <br />ON S2.4-1 <br />3'-0"Ø x 6'-0" DEEP <br />FTG PER <br />(6) LOCS <br />1 <br />S4.0-2 <br />HSS8x8x1/2 <br />(6) LOCS TYP <br />OUTLINE OF <br />TRELLIS ROOF <br />ABOVECONC FTG, TYP2'-0"WIDE x 1'-0"DEEP7 <br />S4.0-2 <br />SIM <br />TOF: -1'-4" <br />(2) 400S162-43 + <br />(2) 350T150-97 BOX BEAM <br />TYPOPENING IN EXISTING <br />METAL STUD WALL <br />PER <br />AT Wx BM <br />TO (E) CMU <br />AUDIOVISUAL RACK <br />ANCHORAGE PER <br />HSS6x6x1/2 <br />1 <br />S7.0-1 <br /> 13'-3" 17'-2" 17'-2" 16'-1" 16'-2"1 <br />S6.0-2 <br />11 <br />S5.0-1 <br />5 <br />S6.0-3 <br />12 <br />S5.0-1 <br /> 24'-10" 3'-6" 3'-5" 21'-1" <br />EQ <br />EQCL <br />CL <br />CL 6" 36'- 4" <br /> 57'-5" <br />4 <br />S4.0-2 <br /> 37'-4" 4'-0"10' - 10"10' - 10" <br />3 <br />S4.0-2 <br />PER LANDSCAPE <br /> 1'-7" <br />CL CL <br />CL <br />CL <br />CL <br />3 <br />S4.0-2 <br />HSS8x8x1/2 <br />(3) LOCS TYP <br />HSS8x8x1/2 <br />SLANTED COL <br />(3) LOCS TYP <br />MOBILE STORAGE <br />SHELF ANCHORAGE <br />PER 2 <br />S7.0-1 6° 6° <br /> 45° 8 ° 2 1 ° 17° 44' <br />-2" <br />R 41' - 3" <br />R 39' - 3" <br />R 44' - 9" <br />R 49' - 0"R 3 <br />6' - 9"7' - 9"4' - 6"HSS14x6x5/8 <br />HSS14x6x5/8 <br />HSS14x6x5/8 <br />1 <br />S3.0-1 <br />2 <br />S3.0-1 <br />S2.5-2 <br />3 <br />SOUTH <br />PORTAL <br />S2.5-2 <br />1EAST <br />PORTAL <br />2' - 2"HSS6x6x1/2 <br />(VERIFY W/ ARCH) 11'-11"(VERIFY W/ ARCH) <br /> 3'-5" <br />1 <br />S3.0-2 <br />2 <br />S3.0-2 <br />PER ARCH <br />12'-1"W x 9'-0"H MAX OPNG <br />1-1 <br />AHU <br />IT <br />FC <br />SIM <br />2 <br />S5.0-2 <br />TYP EA <br />END <br />#249 <br />FRAMING 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 <br />SURFACES,SLOPE, DRAINS, DEPRESSIONS, CURBS, ETC, WITH <br />ARCHITECTURAL DRAWINGS PRIOR TO START OF <br />CONSTRUCTION. <br />3. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING <br />AND DRAINAGE ITEMS, ALTHOUGH MAY BE INDICATED ON THE <br />STRUCTURAL DRAWINGS FOR GENERAL INFORMATION <br />PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITY OF <br />OTHERS. <br />4. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB <br />DIMENSIONS. <br />5. COORDINATE WITH MECHANICAL/PLUMBING/LANDSCAPE/ <br />ELECTRICAL DRAWINGS FOR REQUIRED SLAB PENETRATIONS. <br />6. FOR FINISH FLOOR ELEVATIONS, SEE ARCHITECTURAL <br />DRAWINGS. <br />7. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND <br />ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS <br />THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY <br />DISCREPANCY PRIOR TO CONCRETE PLACEMENT AND NOTIFY <br />THE ENGINEER FOR CORRECTIVE MEASURES. <br />8. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB <br />ELEVATIONS, DEPRESSIONS, SLOPES, OPENINGS, CURBS, <br />DRAINS, TRENCHES, SLAB EDGE LOCATIONS, HOUSEKEEPING <br />PADS, TIPS, SWALES, EXTERIOR SLAB ETC. AND FOR WALL <br />OVERALL DIMENSIONS, LOCATION OF OPENINGS ETC. NOT <br />INDICATED ON STRUCTURAL DRAWINGS. <br />9. CENTER COLUMNS ON GRID LINES UNLESS NOTED <br />OTHERWISE. <br />10. ALL BEAMS ARE SPACED EQUALLY BETWEEN GRIDS OR ALONG <br />SUPPORTING BEAM SPAN UNLESS NOTED OTHERWISE. <br />11. 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, <br />ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL <br />ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE <br />ITEMS. <br />12. 6" MIN SEISMIC GAP BETWEEN FINISHES. <br />TOSL: <br />X'-XX" <br />TOS: <br />X'-XX" <br />INDICATES STEEL COLUMN. SEE PLAN <br />FOR SIZES. <br />INDICATES STEEL BEAM PER PLAN. <br />INDICATES TOP OF SLAB ELEVATION <br />FROM 0'-0" CORRESPONDING TO FIRST <br />FLOOR ELEVATION. <br />INDICATES TOP OF STEEL ELEVATION <br />FROM 0'-0" TYP, UNO ON PLAN. <br />FRAMING PLAN SYMBOLS <br />INDICATES CMU BEARING WALL, SIZE <br />AND REINFORCEMENT PER PLAN. <br />INDICATES DECK TYPE AND SPAN <br />DIRECTION. SEE SCHEDULE ON <br />D# <br />11/S5.0-1 <br />INDICATES 600S162-54 @ 16" OC WALL. <br />TOP / BOTTOM / SIDE CONNECTION <br />PER AND . 9/S6.0-1 9/S6.0-3 <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 2/S7.0-1 <br />1-1 <br />AH <br />UNIT MAX <br />WEIGHT <br />ACHORAGE <br />DETAIL <br />1,710#3/S7.0-1 <br />IT <br />FC 30#5/S7.0-1 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 3:36:24 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS2.4-2 <br />FIRST FLOOR <br />FRAMING PLAN <br />JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S2.4-2; PD: MJS; PM: ES1/8" = 1'-0"1FIRST FLOOR FRAMING PLAN <br />REV #DESCRIPTION DATE <br />ASI#020 ASI 04.03.2025 <br />#249 RFI Date27 <br />ASI#020 <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: