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C <br />D <br />E <br />F <br />G <br />H <br />2345678 <br />W12x50 <br />W1 <br />2 <br />x <br />3 <br />0 <br />W1 <br />2 <br />x <br />3 <br />0 <br />W12x50 <br />(E <br />) <br /> <br />C <br />O <br />N <br />C <br /> <br />O <br />V <br />E <br />R <br /> <br />H <br />O <br />L <br />O <br />R <br />I <br />B <br /> <br />M <br />T <br />L <br /> <br />D <br />E <br />C <br />K <br /> <br />TY <br />P <br />(E <br />) <br /> <br />W <br />3 <br />0 <br />x <br />(E) W18x @ 6'-0" OC <br />(E <br />) <br /> <br />W <br />3 <br />0 <br />x <br />(E <br />) <br /> <br />W <br />3 <br />0 <br />x <br />(E <br />) <br /> <br />W <br />3 <br />0 <br />x <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 <br />(2 <br />) <br /> <br />6 <br />0 <br />0 <br />S <br />1 <br />6 <br />2 <br />- <br />5 <br />4 <br /> <br />BO <br />X <br /> <br />H <br />E <br />A <br />D <br />E <br />R <br />C15x33.9 <br />C15x33.9 <br />C15x33.9 C15x33.9 C15x33.9 <br />C15x33.9C15x33.9C15x33.9 <br />C15x33.9 <br />C15x33.9 <br />C10x15.3 <br />C10x15.3 <br />W12x40 <br /> 1 <br />3'-3" <br /> 1 <br />7'-2" <br /> 1 <br />7'-2" <br /> 1 <br />6'-1" <br /> 1 <br />6'-2" <br />17' - 5" 18'-1" 18'-4" 18'-1" 17' - 5" 17' - 7" 27'-6" <br />W10x12 <br />W10x12 <br />W1 <br />0 <br />x <br />1 <br />2 <br />W10x12 W1 <br />0 <br />x <br />1 <br />2 <br />W1 <br />0 <br />x <br />1 <br />2 <br />HS <br />S <br />4 <br />x <br />2 <br />x <br />3 <br />/ <br />8 <br /> <br />( <br />T <br />Y <br />P <br />) <br />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" <br />PER LANDSCAPE R 28'-1" <br />AT Wx BM <br />TO COL <br />10 <br />S5.0-4 <br />AT PURLIN <br />TO Cx BM <br />12' - 3" <br />3' - 6" <br />2' - 0" <br />4' - 3" <br />2' - 6" <br />TOS: +10'-1"TOS: +11'-1"TOS: +10'-6" <br />TOS: +10'-10" <br />C15x (TYP) <br />Wx <br /> <br />( <br />T <br />Y <br />P <br />) <br />HS <br />S <br />4 <br />x <br /> <br />( <br />T <br />Y <br />P <br />) <br />C10x (TYP) <br />HSS12x8x5/8 <br />HSS12x8x5/8 <br />HSS12x8x5/8 <br />TOS: +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" <br />4' - 6" <br />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 = <br />(E <br />) <br /> <br />W <br />1 <br />4 <br />x <br /> <br />@ <br /> <br />8 <br />' <br />- <br />0 <br />" <br /> <br />O <br />C <br /> <br />( <br />V <br />I <br />F <br />) <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 />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 />N <br />I <br />R <br />No. S3866 <br />Exp. 3/31/26 <br />G <br />T <br />R <br />E <br />TATSS <br />E OFILACFO <br />UCTURA <br />R <br />L <br />R <br />STEREDP L <br />OFESSIONA <br />N <br />E <br />R <br />AI <br />E <br />ENGI <br />WILLI <br />H.THORP <br />................ <br />. <br />. <br />. <br />............................... <br />. <br />. <br />. <br />............... <br />E <br />AM <br />I <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 />4/3/2025 11:56:59 AM <br />Autodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvt <br />S2.4-3 <br />SECOND FLOOR <br />FRAMING PLAN <br />JO <br />B <br /> <br />N <br />U <br />M <br />B <br />E <br />R <br />: <br /> <br />2 <br />1 <br />0 <br />0 <br />5 <br />8 <br />8 <br />; <br /> <br />J <br />O <br />B <br /> <br />N <br />A <br />M <br />E <br />: <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />L <br />i <br />b <br />r <br />a <br />r <br />y <br /> <br />R <br />e <br />no <br />v <br />a <br />t <br />i <br />o <br />n <br />; <br /> <br />S <br />H <br />E <br />E <br />T <br />: <br /> <br />S <br />2 <br />. <br />4 <br />-3; <br /> <br />P <br />D <br />: <br /> <br />M <br />J <br />S <br />; <br /> <br />P <br />M <br />: <br /> <br />E <br />S <br />1/8" = 1'-0"1SECOND FLOOR FRAMING PLAN <br />REV # DESCRIPTION DATE <br />#29 RFI 12.16.2024 <br />ASI#020 ASI 04.03.2025 <br />(E) Wx BEAM WELD <br />PER DETAIL 5/S5.0-2 <br />(TYP OF (2)) <br />#196 RFI 06.02.2025 <br />#196RFI <br />#196RFI <br />TRANSFER PLATE <br />PER DETAIL 6/S5.0-2 <br />(TYP OF (2))