26 Civic Center Plz - REV 6 - Plan

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(E) CONC SLABCEILING LINESTUD WALLPER SCHEDULECEILING LINEALT BRACETOP TRACK, BRACE AND CONN PERSTUD WALLPER SCHEDULE(E) CONC SLABBOTTOM WALL CONNPER SCHEDULEMAX HEIGHTCONN TO (E) FRAMINGPER (E) FRAMINGABOVEPER SCHEDULEMAX HEIGHT5S6.0-1BOTTOM WALL CONN5S6.0-12S6.0-1TOP TRACK, BRACE AND CONN PER3S6.0-1BPARTIAL HEIGHT WALLAFULL HEIGHT WALL3S6.0-3PL14GAx6x1'-0" MIN @ 2'-0" OC MAX W/ (2) 0.157Ø x 1" EMBED HILTI 'X-U' PDF SPACED @ 4" OC AT EA LOW FLUTE. WHERE TOP TRACK ALIGNS WITH CENTER OF LOW DECK FLUTE, PROVIDE (1) PDF @ 8" OC FROM TRACK TO SLAB(2) 0.157"Ø x 1" EMBED HILTI 'X-U' PDF @ 12" OC MAX AT 5.5" OR 6" TRACK, (1) 3/8"Ø x 2" EMBED HILTI KB-TZ2 @ 24" OC AT ALL OTHER STUDS(E) CONCRETE FILL OVER METAL DECK 16 GA MIN SLOTTED SLP-TRK OR APPROVED EQUAL W/ #10 SMS TO EA STUD FLANGEAWALL PERPENDICULAR TO DECK(2) #12 SMS AT EACH PLATE16 GA MIN SLOTTED SLP-TRK OR APPROVED EQUAL W/ #10 SMS TO EA STUD FLANGE(2) #10 SMS @ 12" OC16 GA MIN SLOTTED SLP-TRK OR APPROVED EQUAL W/ #10 SMS TO EA STUD FLANGEGAP1/2"GAP1/2"NOTES:1. WHERE WELDS CANNOT BE ACCESSED, IT IS ACCEPTABLE TO ATTACH PER DETAIL A.2. ANY EXISTING SPRAYED FIRE-RESISTIVE MATERIALS BEING ALTERED/MODIFIED/REMOVED MUST BE REAPPLIED WITH SPRAYED FIRE-RESISTIVE MATERIALS TO MAINTAIN THE 2 HOUR FIRE RATING OF THE FLOOR ASSEMBLY.3. APPLY SPRAYED FIREPROOFING OVER STRUCTURAL STEEL WITH MONOKOTE MK6/CBF OF MK6/ED AS MANUFACTURED BY W.R. GRADE AND COMPANY AS APPROVED BY UL R4339-19981005 OR EQUAL.BWALL PARALLEL TO DECK(E) CONCRETE FILL OVER METAL DECK SCREW TRACK TO PLATE W/ (2) #10 SMS FOR 6" STUD OR (1) #10 SMS FOR 4" STUD @ 16" OC(E) Wx BEAM16 GA MIN SLOTTED SLP-TRK OR APPROVED EQUAL W/ #10 SMS TO EA STUD FLANGEGAP1/2"CWALL PARALLEL TO DECK ATBEAM(E) CONCRETE FILL OVER METAL DECK PL14GAx6x2'-0" MIN @ 16" OC MAX W/ (2) 0.157Ø x 1" EMBED HILTI 'X-U' PDF SPACED @ 4" OC AT EA LOW FLUTE(E) Wx BEAMZ-CLIP 2x2x2x16GA x 0'-4" LG @ 16" OC16 GA MIN SLOTTED SLP-TRK OR APPROVED EQUAL W/ #10 SMS TO EA STUD FLANGE1/1622(E) Wx BEAMMAX10"Z-CLIP 2x2x2x16GA x 0'-4" LG @ 16" OC(E) CONCRETE FILL OVER METAL DECK PER PLANSCREW TRACK TO CLIP W/ (2) #10 SMS FOR 6" STUD OR (1) #10 SMS FOR 4" STUD @ 16" OCSCREW TRACK TO CLIP W/ (2) #10 SMS FOR 6" STUD OR (1) #10 SMS FOR 4" STUD @ 16" OCSCREW TRACK TO PLATE W/ (2) #10 SMS FOR 6" STUD OR (1) #10 SMS FOR 4" STUD @ 16" OC(E) Wx BEAMFOR TYPE, SIZE AND SPACING OF FASTENERS/ANCHORS SEE(E) CONCRETE FILL OVER METAL DECK SLOTTED TRACKMIN 2"DWALL PERPENDICULAR TO DECKAT BEAMEWALL NEAR Wx BEAMFWALL AT BEAM(E) CONCRETE FILL OVER METAL DECK CONT 16 GA MIN SLOTTED SLP-TRK OR APPROVED EQUAL W/ #10 SMS TO EA STUD FLANGE(E) CLOSURE PLATEGWALL AT DECK EDGE1/1622STUD WALL PER ECONNECTION TYPEBRACE PER SCHED CENTERED OVER STUD BELOWGAP1/2"SLOTTED TOP TRACK W/ MIN GA PER BRACE SCHEDSTUD PER BRACE SCHEDABRACE TYPE(2) STUDS PER BRACE SCHEDBBRACE TYPE#10 SMS @ 36" OC W/ (8) #10 SMS @ 3/4" OC AT ENDS(2) STUDS PER BRACE SCHED(8) #10 SMS @ 3/4" OC AT ENDS, TYPTRACK PER BRACE SCHED T&B W/ #10 SMS @ 36" OC TO EA STUDCBRACE TYPEBRACE TYPE TYPEAT SIM #10 SMS @ 4" OC AT EA STUD FLANGE, TYP1'-0" LG TRACK TO MATCH STUD DEPTH AND GA, TYPFSECTION AT CONN TYPE 'D'ABSECTIONCUT FLANGES AND BEND WEB AS REQDBRACE PER SCHEDTOP TRACK OR HEADERSMS PER CONN SCHED AT EACH WEB45° ± 7.5°CONN TYPE PER SCHED4S6.0-1DCONNECTION TYPESMS PER CONN SCHED AT EACH WEBBRACE PER SCHEDTOP TRACK OR HEADERL3x3x16GA x STUD WIDTH EA SIDE OF BRACEFSMS TO BRACE PER SCHED1 1/2"AT BRACE TYPE 'A' & 'B'CONT BOT TRACK TO MATCH STUD THICKNESS AND GA W/ 1 1/2" MIN FLANGE #10 SMS EACH FLANGE EACH STUDMETAL STUD PER SCHED 0.157"Ø HILTI 'X-U' PDF W/ 1 1/4" EMBED @ 16" OC & 2" FROM ENDSATO CONCRETE SLAB4" MIN(E) CONC SLABTYP TRACKTYP STUDTYP STUD OR TRACKTYP TRACKTYP STUD W/ 2" FLANGES#10 SMS @ 12" OC MAXTYP TRACKTYP STUDTYP TRACK#10 SMS @ 12" OC MAXTYP STUD W/ 2" FLANGESTYP STUDTYP TRACK#10 SMS @12" OC MAXTYP STUDTYP TRACK#10 SMS @ 12" OC MAXTYP TRACKTYP STUD OR TRACK#10 SMS @12" OC MAXTYP STUDOR TRACKTYP TRACKAPLANBPLANCPLANDPLANMAX HEIGHTSTUD WALL SCHEDULECASEWORK WALLS250S162-68362S162-33400S162-33600S162-338'-0"[1.0 < SDS< 1.5]ANCHOR SPACING10" OCNON-CASEWORK WALLS250S162-33362S162-33400S162-33600S162-33ANCHOR SPACING48" OC362S162-43400S162-43600S162-3310'-0" 9" OC250S162-33362S162-33400S162-33600S162-3348" OC362S162-68400S162-54600S162-3312'-0" 8" OC250S162-33362S162-33400S162-33600S162-3345" OC400S200-68600S162-4314'-0" 8" OC250S162-43362S162-33400S162-33600S162-3338" OC600S162-4316'-0" 7" OC250S162-68362S162-33400S162-33600S162-3333" OC600S162-5418'-0" 7" OC362S162-43400S162-33600S162-3330" OC600S162-6820'-0" 7" OC362S162-54400S162-43600S162-3327" OCNOTES:1. CASEWORK INCLUDES SHELVING, WORK COUNTERS AND LCD UNISTRUT FRAME SUPPORTED BY STUD WALL. 'CASEWORK WALLS' SHALL BE USED ALONG THE EXTENT OF THE CASEWORK ATTACHMENT.2. ALL STUDS TO BE 16" OC.3. TOP TRACK SHALL BE SLOTTED SLP-TRK WITH MIN GA PER SCHEDULE.4. SEE ARCHITECTURAL DRAWINGS FOR WALL LAYOUT, TYPE AND THICKNESS.5. ELECTRICAL WIRES SHALL ONLY PENETRATE STUD THROUGH PRE-PUNCHED HOLES.6. MINIMUM WALL BRACING PER .7. BACKING PLATE PER WHERE REQUIRED FOR ATTACHMENT OF CASEWORK. 8. SEE DETAIL FOR FRAMING AT OPENING.3/S6.0-21/S6.0-26/S6.0-2BRACE SCHEDULESTUD SIZE250S162-43TRACK SIZE MAX SPACING20362S162-33400S162-43400S162-43NOTES:1. LIGHTER GA TOP TRACK MAY BE USED WHERE BRACE SPACING DOES NOT EXCEED MAX SPAN PER TOP TRACK SCHEDULE IN .2. CONNECTION TYPE SHALL ONLY BE USED WITH 16GA MIN TOP TRACK.3. CONNECTION TO (E) STRUCTURE PER DETAIL .AMAX LENGTH8'-0"10'-0"12'-6"ABRACE TYPE- 4'-0" OCTOP OF WALL CONN TYPED, F2TOP TRACK MIN GA201816-D, F2D, F2E4'-0" OC5'-0" OC6'-0" OC400S200-33400S200-43A20161-D, F2D, F24'-0" OC6'-0" OC250S162-33 181B14'-0" - 5'-0" OC D, F362S162-33 161C20'-0" 6'-0" OC D, F362T150-333/S6.0-37/S6.0-2BRACE CONNECTION SCHEDULEH < 14'-0"[1.0 < SDS< 1.5]NON-CASEWORK WALLSWALL HEIGHT (FT)#10 SMS TO TOP TRACK314'-0" < H < 20'-0"4#10 SMS TO 20GA BRACE, MIN33H < 12'-0"CASEWORK WALLSWALL HEIGHT (FT)TOP TRACKGA18#10 SMS TO 20GA BRACE, MIN55#14 SMS TO TOP TRACK5312'-0" < H < 20'-0"331618 33316CEILING FRAMING PER TO ALIGN WITH CEILING HANGERS BELOW(E) CONC SLAB PER PLAN1/2"Ø x 2" EMBED HILTI 'KB-TZ2' (ICC ESR - 4266) (SEE ) PER SPACINGSTUD WALLCLIP CONN PER CEILING PER ARCH11'-0" MAX HEIGHTTOP TRACK PER W/#10 SMS AT EA FLANGE16GA TRACK TO MATCH DEPTH OF WALL STUD WITH 1 1/2" FLANGE MIN AND #10 SMS AT EA FLANGE EA STUD, TYP T&BCONT BOX HDR WHERE OCCURS10/S6.0-410/S6.0-44/S6.0-13/S6.0-1NOTE:FOR INFORMATION NOT SHOWN SEE6S6.0-4IUEIHU9AS.OAFRANCN4 0 8 0HINSL11ALECRNDEN VA,N I N GCRAETCEI TSCSNNG R O U P7S506C07 182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATE PROJECT:CA REG.Project Arch.--------BID SETFINAL PERMIT/CONFORM SET 04/30/202408/02/202422575-0126 CIVIC CENTER PLAZASANTA ANACA 92701SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 927013/18/2025 1:19:02 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS6.0-1TYPICAL METALSTUD DETAILSJOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S6.0-1; PD: MJS; PM: ES1/2" = 1'-0"1TYP PARTIAL HEIGHT STUD WALL SECTION1" = 1'-0"3TYPICAL TOP OF NON-BEARING STUD WALL CONNECTION1 1/2" = 1'-0"5WALL TO (E) SLAB CONN1" = 1'-0"6STUD INTERSECTIONNTS4WALL STUD SCHEDULE1 1/2" = 1'-0"2PARTIAL HEIGHT WALL BRACING DETAIL1" = 1'-0"9TYPICAL STUD WALL FRAMINGREV # DESCRIPTION DATENIRNo. S3866Exp. 3/31/26GTRETATSSEOFILACFOUCTURARL RSTEREDPLOFESSIONANERAIEENGIWILLIH.THORP............................................ . . . .....................EAMISSUEDATE PERMIT SET 1ST ISSUANCEBID SETFINAL PERMIT/CONFORM SET 09/29/202304/30/202408/02/2024REV # DESCRIPTION DATE1 BACKCHECK REV-1 03.01.20242 CITY REVIEW REV-1 08.02.20243 CITY REVIEW REV-2 10.18.20244 CITY REVIEW REV-3 01.27.20255 CITY REVIEW REV-4 04.07.20256 CITY REVIEW REV-5 06.27.20257 CITY REVIEW REV-6 10.24.2025 REVIEWED FOR CONSTRUCTABILITY: 80470SEAN THOMAS. P.E. RCE NO:PRINCIPAL CIVIL ENGINEERDATE: RECOMMENDED FOR CONSTRUCTION: 62968JASON GABRIEL. P.E. RCE NO:PRINCIPAL CIVIL ENGINEER DATE: