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C <br />D <br />E <br />F <br />G <br />H <br />2345678 <br />W12x50 <br />W12x30W12x30W12x50 (E) CONC OVER HOLORIB MTL DECK TYP(E) W30x <br />(E) W18x @ 6'-0" OC <br />(E) W30x(E) W30x(E) W30x <br />(E) W18x @ 6'-0" OC (E) W18x @ 6'-0" OC <br />10 19 <br />27' - 7"17' - 7" <br />8 <br />S5.0-1TYP TYP <br />(E) COL BELOW <br />TYP <br />4 <br />S5.0-1 SIM <br />2 <br />S5.0-1 <br />TYP <br />2 <br />S5.0-1 TYP <br />2 <br />S5.0-4 <br />OUTLINE OF ROOF <br />MOVABLE <br />PARTITION PER <br />ARCH BELOW <br />S5.0-3 <br />1 <br />BM TO <br />COL <br />HSS12x4x3/8 <br />HSS12x4x3/8 <br />4 <br />S5.0-4 <br />600S162-54 <br />@ 16" OC (2) 600S162-54BOX HEADERC15x33.9C 1 5 x 3 3 .9 <br />C 15x 33.9 C15x33.9 C15x33.9 <br />C15x33.9C15x33.9C15x33.9 <br />C 1 5 x 3 3 .9 <br />C 15x33.9C10x15.3 <br />C10x15.3 <br />W12x40 <br /> 13'-3" 17'-2" 17'-2" 16'-1" 16'-2"17' - 5" 18'-1" 18'-4" 18'-1"17' - 5"17' - 7" 27'-6" <br />W <br />1 <br />0x12 W10x12W10x12W10x12W10x12W10x12HSS4x2x3/8 (TYP)CL <br />CL <br />CL <br />PER LANDSCAPE <br />10' - 0" <br />HSS12x4x3/8 <br />HSS8x4x1/8 <br />PURLIN. <br />LOCATIONS PER <br />LANDSCAPE <br />3 <br />S5.0-4 <br />R 28 '-5 "P E R L A N D S C A P E R 2 8 '-1 " <br />AT Wx BM <br />TO COL <br />10 <br />S5.0-4 <br />AT PURLIN <br />TO Cx BM 12' - 3"3' - 6"2' - 0"4' - 3"2' - 6"TOS: +10'-1"TOS: +11'-1"TOS: +10'-6"TOS: +10'-10"C15x (TYP)Wx (TYP)HSS4x (TYP)C10x (TYP) <br />H S S 1 2 x 8 x 5 /8 <br />HSS12x8x5/8HSS12x8x5/8TOS: +11'-1" <br />TYP <br />TYP <br />2' - 6"2' - 0" <br />3' - 6" <br />4' - 3" <br />7 <br />S5.0-4 <br />AT C15x BM <br />TO Wx BMPURLIN <br />LOCATIONS <br />PER ARCH <br />7' - 9"4' - 6"HSS14x6x5/8 <br />1 <br />S3.0-1 <br />2 <br />S3.0-1 <br />S2.5-2 <br />4SOUTH <br />PORTAL <br />EAST <br />PORTAL S2.5-2 <br />2 <br />1 <br />S3.0-2 <br />2 <br />S3.0-2 <br />+12'-0" <br />TO SLAB ELEV =(E) W14x @ 8'-0" OC (VIF) <br />(E) W21x68 (VIF) <br />(E) W21x68 (VIF) <br />(E) W21x68 (VIF) <br />(E) W21x68 (VIF) <br />(E) W21x68 (VIF) <br />1 <br />S4.0-4 <br />2 <br />S4.0-4 <br />#29 <br />#29 <br />14 <br />S5.0-1ABV <br />ASI#020 <br />13 <br />S6.0-3 ABV <br />ASI#020 <br />#249 <br />#196 <br />HSS6x6x1/2 <br />(E) Wx BEAM WELD <br />PER DETAIL 5/S5.0-2 <br />(TYP OF (2)) <br />TRANSFER PLATE <br />PER DETAIL 6/S5.0-2 <br />(TYP OF (2) <br />#196 <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 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 3:36:25 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS2.4-3 <br />SECOND FLOOR <br />FRAMING PLAN <br />JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S2.4-3; PD: MJS; PM: ES1/8" = 1'-0"1SECOND FLOOR FRAMING PLAN <br />REV #DESCRIPTION DATE <br />#29 RFI 12.16.2024 <br />ASI#020 ASI 04.03.2025 <br />#196 RFI 08.21.2025 <br />#249 RFI 08.21.2025 <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: