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C <br />D <br />E <br />F <br />G <br />H <br />234567810 1 <br />(E) BARE MTL DECK <br />TYP <br />(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDERSAFETY BM9 <br />27' - 7"17' - 7" <br />W12x50 <br />W12x50 <br />9 <br />S5.0-1 <br />1 <br />S5.0-1 <br />TYP <br />TYP <br />S5.0-1 <br />10 <br />BLW <br />NEW CATWALK <br />BELOW SEE <br />(E) CATWALK <br />BELOW <br />S5.0-3 <br />6 <br />(E) Wx <br />(E) Wx <br />(E) Wx <br />(E) Wx <br />(E) BARE MTL DECK <br />(E) Wx <br />(E) Wx <br />(E) Wx <br />(E) Wx <br />(E) BARE MTL DECK <br />7 <br />S5.0-3 <br />AT <br />CATWALK 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 />TOS: +32'-6"W12x501-1 <br />EF <br />1-2 <br />EF <br />ELEV <br />CUELEC <br />CU <br />IT <br />CU <br />B-1 <br />SF <br />W12x50HOIST BM #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. COORDINATE WITH MECHANICAL/PLUMBING/LANDSCAPE/ <br />ELECTRICAL DRAWINGS FOR REQUIRED SLAB PENETRATIONS. <br />5. FOR ROOF ELEVATION, SEE ARCHITECTURAL DRAWINGS. <br />6. 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 />7. 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 />8. CENTER COLUMNS ON GRID LINES UNLESS NOTED <br />OTHERWISE. <br />9. ALL BEAMS ARE SPACED EQUALLY BETWEEN GRIDS OR ALONG <br />SUPPORTING BEAM SPAN UNLESS NOTED OTHERWISE. <br />10. 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 />TOS: <br />X'-XX" <br />INDICATES STEEL POST BELOW. <br />INDICATES STEEL BEAM PER PLAN. <br />INDICATES TOP OF STEEL ELEVATION <br />FROM 0'-0" TYP, UNO ON PLAN. <br />FRAMING PLAN SYMBOLS <br />B-1 <br />SF <br />UNIT MAX <br />WEIGHT <br />ACHORAGE <br />DETAIL <br />330#1/S7.0-2 <br />1-1 <br />EF 75#6/S7.0-1 <br />1-2 <br />FC <br />125# <br />ELEV <br />CU <br />ELEC <br />CU <br />IT <br />CU <br />SEE MECH <br />DWGS <br />75# <br />125#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 3:36:28 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS2.4-4 <br />ROOF FRAMING <br />PLAN <br />JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S2.4-4; PD: MJS; PM: ES1/8" = 1'-0"1S2.4-4/01 -ROOF FRAMING PLAN <br />REV #DESCRIPTION DATE <br />#249 RFI Date27 <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: