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NOTES: <br />1. DO NOT CUT OR DAMAGE (E) REIN. <br />BARS. USE NON-DESTRUCTIVE <br />TESTING TO LOCATE (E) REINF STEEL <br />FOR POST INTALLED ANCHORS. <br />(E) CONCRETE WALL <br />(f'c = 2500 PSI MIN) <br />3"x3"x12GA x 0'-3" LG CLIP W/ <br />1/2"Ø x 3 1/4" EMBED HILTI 'KB- <br />TZ2' TO WALL AND (4) #10 SMS <br />EQUALLY SPACED EA WAY) <br />TOP TRACK PER <br />STUD WALL, TYP <br />3 <br />S6.0-1 <br />400T150-54 LEDGER W/ (2) #10 <br />SMS TO BOX HEADER STUD <br />(T&B) AND 3/8"Ø x 2" EMBED <br />HILTI 'KB-TZ2' @ 2'-0" OC <br />STAGGERED <br />TYP1 1/2"FROM LEDGER FLANGE, TYP <br />END BOX HEADER TRACK 1" MAX <br />(E) CONCRETE WALL <br />(f'c = 2500 PSI MIN) <br />NOTES: <br />1. DO NOT CUT OR DAMAGE (E) REIN. <br />BARS. USE NON-DESTRUCTIVE <br />TESTING TO LOCATE (E) REINF STEEL <br />FOR POST INTALLED ANCHORS. <br />16GA x 1 1/2" x 1 1/2" x STUD <br />WIDTH CLIP W/ (3) #10 SMS AT <br />EA LEG (EQUALLY SPACED), <br />TYP AT BOTH SIDES <br />BOX HEADER PER PLAN <br />1 <br />1 MIN <br />1.5 MAX <br />TOP CONN <br />PER <br />(4) #10 SMS <br />CEILING PER ARCH <br />400S162-43 @ 16" <br />OC, TYP <br />400S162-43 BRACE <br />@ 48" OC <br />CONT 400T150-54 W/ <br />(2) #10 SMS EACH <br />STUD <br />GLAZING PER ARCH, <br />CONTRACTOR TO VERIFY <br />SYSTEM CAM ACCOMODATE <br />1.5" VERTICAL MOVEMENT <br />FROM FLOOR ABOVE <br />TOP BRACE <br />CONN <br />PER 3 <br />S6.0-1 <br />3 <br />S6.0-3 <br />ASSEMBLY BY OTHERS <br />SHIM BLOCK <br />(E) CONC SLAB <br />3/8"∅HILTI 'KB-TZ2' <br />W/ 2" NOMINAL <br />EMBED @ 48" OC <br />(ICC ESR-4266) <br />GLAZING AND <br />ASSEMBLY <br />BY OTHERS <br />L3x3x16GA x 1'-3" LG W/ (2) <br />1/2"Ø HILTI 'KB-TZ2' W/ <br />2" EMBED <br />(3) #10 SMS <br />1'-0" MIN <br />TYP <br />1 1/2" <br />WHERE BRACE DOES NOT ALIGN W/ <br />LOW FLUTE OF DECKB <br />A PARALLEL TO DECK <br />PL10GAx0'-8" (GR50) W/ <br />(2) 1/2"Ø HILTI 'KB-TZ2' W/ <br />2" EMBED AT EACH LOW <br />FLUTE (SPACING=4" MIN) <br />1/16 3-6 <br />1/16 3-6 (4) #14 SMS <br />AS ALTERNATE <br />B SECTION <br />TYP <br />1 1/2" MIN <br />L3x3x16GA x 1'-3" LG W/ <br />(2) 1/2"Ø HILTI 'KB-TZ2' W/ <br />2" EMBED (ICC ESR-4266) <br />(3) #10 SMS <br />TYP <br />1 1/2" MIN <br />C PERPENDICULAR TO DECK <br />TRIM FLANGE OF ONE <br />TRACK AND EXTEND <br />WEB OVER TRACK <br />TOP TRACK (TYP)TOP TRACK <br />(TYP) <br />(4) #10 SMS AT <br />TRACK WEBS <br />WALL STUD (TYP) <br />1" <br />1" <br />4" <br />1" <br />12" <br />4" <br />1" <br />(2) SMS OR (2) HILTI <br />X-U END OF EACH <br />TRACK PER <br />TOP TRACK <br />3" (TYP) <br />(3) #10 SMS EACH <br />SIDE OF SPLICE <br />(6 TOTAL PER <br />SIDE) <br />TOP TRACK <br />SPLICE PIECE SHALL BE <br />SAME <br />SIZE AND GA AS STUDS <br />A DETAIL <br />B DETAIL <br /> <br /> 3 <br />S6.0-1 <br />600T150-54 <br />A SECTION <br />#10 SMS EA <br />STUD EA <br />FLANGE <br />(4) #10 SMS <br />@ 12" OC <br />POST PER <br />PLAN (MAX <br />HT = 8'-0") <br />STUD PER <br />SCHED <br />600S162-54 <br />A <br />BOX TOP TRACK <br />(UNPUNCHED) <br />(2) #10 SMS OR <br />PDF EA TRACK <br />EA FLANGE <br />SISTERED STUD <br />TP POST W/ #10 <br />SMS @ 6" OC OR <br />PDF @ 12" OC <br />STAGGERED <br />(E) CEILING <br />LEVEL <br />A SECTION <br />(E) CMU <br />WALL <br />(2) #10 SMS AT <br />EA CLIP <br />TOP TRACK <br />PER SCHED <br />CLIP L10GAx3x3x0'-3" <br />@ 36" OC W/ 1/4"Ø x 1 <br />1/2" EMBED SIMPSON <br />TTN25134PFSS <br />STUD WALL PER <br />SCHED 4 <br />S6.0-1 <br />(2) 1/4"Ø x 1 1/2" <br />EMBED SIMPSON <br />TITEN SCREWS <br />STUD PER <br />SCHED <br />BOXED TOP <br />TRACK <br />L3x3x12GA W/ (1) 1/2"Ø x <br />2" EMBED HILTI 'KB-TZ2' <br />INTO (E) SLAB <br />(E) CONC SLAB <br />CONN AT TOP, BOT <br />AND MID-HEIGHT <br />OF STUD WALL <br />TYP <br />1/2" CLR <br />L3x3x12GA T&B W/ <br />(2) #12 SMS TO <br />TOP TRACK9" MAX400S162-33 @ 16"OC <br />L3x3x10GA W/ <br />(2) #10 SMS EA <br />LEG @ EA STUD <br />TYP <br />#8 SMS @ 16"OC EN/FN/BN <br />1/2" THK PLYWOOD SHTG <br />12" MINBOX BEAM PER PLAN <br />CEILING JOIST PER <br />6 <br />S6.0-4 <br />(E) DBL STUDS @ 16" OC <br />(E) CRC TIE (WHERE OCCURS) <br />400S162-48 @ 4'-0" OC <br />HORIZ & VERT <br />CLIP L3x3x3"x18 GA W/ <br />(3) 1/4" SMS EA LEG <br />CONT 4"x18GA BK'G <br />PLATES PER <br />(E) C6 <br />+/- VIF <br />9" <br />STUD TO BEAR <br />ON BACK'G PL <br />(6) 1/4" SMS <br />(4) 1/4" SMS <br />(E) 1 1/2" CRC <br />FRM'G FOR LATH <br />& PLASTER <br />B SECTION <br />A <br />6/S6.0-2 <br />(E) PALSTER <br />& CRC FRM'G <br />4" VERT STUD 4" HORIZ STUD <br />CONT BACKING <br />PLATES <br />(E) DBL STUDS <br />A PLAN <br />NIR <br />No. S3866 <br />Exp. 3/31/26G <br />TRE <br />TATSSE OFILACFO <br />UC T 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. <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 11:57:31 AMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS6.0-3 <br />TYPICAL METAL <br />STUD DETAILS <br />JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S6.0-3; PD: MJS; PM: ES1 1/2" = 1'-0"4METAL STUD WALL TO (E) WALL CONN <br />1 1/2" = 1'-0"5BOX HEADER TO CONCRETE WALL <br />1 1/2" = 1'-0"6BOX HEADER TO BOX HEADER CONN1 1/2" = 1'-0"10SUSPENDED BULKHEAD <br />1 1/2" = 1'-0"11BOTTOM OF GLASS ANCHORAGE 1 1/2" = 1'-0"3TYPICAL BRACE CONN DETAIL <br />1" = 1'-0"1TYPICAL TOP TRACK AT CORNER <br />1" = 1'-0"2TYPICAL TOP TRACK SPLICE <br />1 1/2" = 1'-0"7LOW WALL TOP CONN TO POST <br />1 1/2" = 1'-0"8FURRING WALL TOP CONN <br />1 1/2" = 1'-0"9LOW WALL END CONN TO (E) STRUCT <br />1 1/2" = 1'-0"12PARAPET AT PORTAL <br />REV # DESCRIPTION DATE <br />ASI#020 ASI 04.03.2025 <br />1" = 1'-0"13STUD DETAILMTL STUD WALLPER ARCH"S" PER SCHEDULE4'-0", TYP UNO4'-0", TYP UNO'S' PER SCHEDULE600S162-54 BRACE W/(3) #10 SMS EA END, TYPPARTITION WALL PERARCH CONTINUOUSTOP TRACK PER SCHED45°PLAN1 1/2" = 1'-0"2 <br />CUT AND BEND BRACE FLANGE <br />TO FORM 1 1/4" RETURN W/ (2) <br />#10 SMS TO ADJACENT TRACK, <br />TYP EA SIDE. EA END <br />EXTEND BRACE WEB OVER <br />ADJACENT TRACK W/ (4) #10 <br />SMS MIN, SPACED AT 1" OC <br />STAGGERED. <br />(PROVIDE 1" EDGE <br />DISTANCE, 1" END <br />DISTANCE) TYP EA END CEILING FRAMING ABOVE <br />WHERE OCCURS <br />2"x2" x 2" LG x 12GA W/ (2) <br />#10 SMS AT EA LEG. TYP <br />AT EA SIDE OF BOX <br />HEADER, AT EA BOX <br />HEADER WHERE OCCURS <br />400S162-54 BRACE <br />A <br />A SECTION <br />. <br />1 1/2" = 1'-0"2 <br />(2) STUDS <br />BRACE SC <br />#10 SMS @ 36" OC W/ <br />(8) #10 SMS @ 3/4" OC <br />AT ENDS <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: