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STUD BRACING <br />WALL SECTION <br />CL OF BRACING <br />(6) <br />ATTACHMENTWALL COVERING <br />TOP SUPPORT <br />STUDS <br />WALL COVERING <br />BOTTOM <br />SUPPORT <br />MINIMUM ATTACHMENT OF APPROVED WALL COVERINGS TO PROVIDE <br />CONTINUOUS ADEQUATE LATERAL SUPPORT FOR STUD FLANGES <br />APPROVED LATHS FOR <br />PLASTER <br />(1) (2) (5) <br />SINGLE AND DOUBLE GYPSUM <br />WALL BOARD AND/OR GYPSUM <br />LATH(3) (4) <br />#8 x3/8" HEAD SHEET METAL SCREWS <br />(1/4" PENETRATION) SPACED NOT <br />MORE THAN 4 1/2" OC <br />ATTACHMENT SHALL BE PER IBC <br />TABLE 2508.6 AND NOT BE SPACED <br />MORE THAN 7" OC. <br />NOTES: <br />1. LATERAL BRACING OF METAL STUDS REQUIRED WHEN GYP BOARD <br />IS NOT PROVIDED ON BOTH SIDES OF METAL STUD. <br />2. BRIDGING/BRACING TO BE SPACED AT 4'-0"OC MAX VERTICALLY. <br />3. WHERE ARCHITECTURAL DRAWINGS DO NOT REQUIRE GYP BOARD <br />TO EXTEND THE FULL WALL HEIGHT, LATERAL BRACING IS <br />REQUIRED WHERE 'X' EXCEEDS 4'-0". <br />4. WHERE WALL COVERING AND/OR BRACING, AT MAXIMUM SPACING <br />INDICATED, DO NOT OCCUR, ALLOWABLE COMPRESSIVE STRESS <br />AND RESISTING MOMENT MUST BE REDUCED IN ACCORDANCE <br />WITH THE AISI SPECIFICATIONS SECTIONS C3.1 AND 4.1. <br />5. MAXIMUM WALL STUD SPACING SHALL NOT EXCEED 24" OC UNO. <br />6. SCREWS SHALL BE LONG ENOUGH TO PENETRATE INTO STEEL <br />FRAME MEMBER, NOT LESS THAN 1/4 IN. <br />7. SCREWS SHALL BE OF TYPE-S BUGLE HEAD, OR EQUAL. <br />8. REFER TO IBC SECTION 2508 AND THE LASTEST EDITION OF ASTM <br />1280 FOR ADDITIONAL CRITERIA. <br />9. INSTALLATION OF APPROVED METAL LATH SHALL PER IBC SECTION <br />2511.4'-0" MAX 4'-0" MAX 4'-0" MAX 4'-0" MAX 4'-0" MAX 4'-0" MAXWHERE WALL COVERING OCCURS <br />ONE SIDE, BRACING IS REQUIRED <br />ON OPPOSITE SIDE ONLY @ 48" OC <br />MAX <br />SECTION THROUGH STRAP BRACING <br />PLAN VIEW SPACING @ 48"OC MAXMETAL STUD <br />WALL COVERING <br />WALL COVERING (ONE SIDE ONLY) <br />PIECE OF TRACK (SAME GAGE <br />AS STUDS) AS BLOCKING @ EA <br />END OF WALLS AND @ 8'-0"OC <br />BETWEEN <br />METAL <br />STUD <br />CONTINUOUS TOP <br />TRACK ATTACH TO <br />FLOOR OR ROOF ABOVE <br />PER <br />CONTINUOUS STRAP OR 1 <br />1/2" <br />C.R.C. WITH TRACK <br />BLOCKING <br />CONTINUOUS <br />BOTTOM TRACK. <br />ATTACH TO FLOOR <br />PER <br />ISOMETRIC VIEW <br />METAL STUD <br />SIDE VIEW <br />END TO END SPLICE IN STRAP OR <br />CHANNEL (WHERE REQUIRED) <br />CENTERED BETWEEN VERT <br />STUDS <br />20GA X1 1/2" WIDE STEEL STRAP OR 1 1/2" <br />COLD-ROLLED CHANNEL CONTINUOUS <br />BETWEEN BLOCKING PIECES W/ (1)-#10 <br />SMS TO EA STUD FLANGE AND (4) #10 <br />SMS TO EACH BLOCKING PIECE (TYP) <br />PIECE OF TRACK AS BLOCKING. CUT <br />TRACK FLANGES AND ATTACH <br />FLANGES W/(2) #10 SMS AT EACH <br />VERT STUD FLANGE PER SIDE VIEW <br />20GA x 1 1/2" STRAP OR 1 1/2" <br />COLD ROLLED CHANNEL <br />TRACK BLKG <br />W/ BENT WEB <br />(2) #10 SMS <br />METAL STUD <br />WALL COVERING <br />PIECE OF TRACK (SAME GAGE AS <br />STUDS) AS BLOCKING AT EACH <br />END OF WALLS AND @ 8'-0" OC <br />BETWEENSEE NOTE 3X4"METAL <br />STUD <br />3 <br />S6.0-1 <br />5 <br />S6.0-1 "H" MAXBOTTOM OF (E) <br />CONCRETE SLAB <br />CONT 1 1/2" FLANGE <br />BOTTOM TRACK, GAGE <br />TO MATCH WALL <br />STUDS <br />CONT SLIP TRACK <br />PER <br />TYP <br />S6.0-2 <br />4C S6.0-2 <br />4A <br />3 <br />S6.0-1 TYP <br />TYP <br />TYP <br />JAMBJAMBTYP <br />JAMBJAMBHEADERHEADER <br />METAL STUD PER <br />SCHEDULE <br />NOTES: <br />1. FOR TYPICAL BRIDGING REQUIREMENTS REFER TO . <br />2. FOR TYPICAL HEADER AND SILL SCHEDULE AND DETAILS <br />REFER TO . <br />3. FOR TYPICAL JAMB STUD SCHEDULE AND DETAILS REFER TO <br /> . <br />4. DO NOT USE PUNCHED STUDS FOR JAMB STUDS. <br />BRIDGING WHERE <br />REQUIRED <br />TOP OF (E) <br />CONCRETE SLAB <br />SILL <br />3 <br />S6.0-1 <br />3/S6.0-2 <br />2/S6.0-2 <br />4/S6.0-2 <br />S6.0-2 <br />2B2A <br />S6.0-2 <br />STUDS PER <br />WALL SECTIONS <br />CONT 362T150-43 @ 3 5/8" <br />WALL OR 600T150-43 @ 6" <br />WALL W/ (2) #10 SMS EA <br />FLANGE EA STUD <br />UNPUNCHED STUD TO <br />MATCH WIDTH OF <br />WALL PER "STUD B" <br />PER SILL SCHED W/ (2) <br />#10 SMS @ 12" OC <br />C SILL SECTION & SCHEDULE <br />UNPUNCHED TRACK <br />TO MATCH WIDTH OF <br />WALL PER "TRACK A" <br />PER SILL SCHED W/ # <br />10 SMS @ 12" OC EA <br />FLANGE <br />BEND WEB AT JAMB <br />STUD AND ATTACH <br />W/ (3) #10 SMS AT <br />EA END OF SILL <br />SILL LENGTH <br />UP TO 3'-11" <br />3 5/8" WALL >3'-11" <br />TRACK A <br />NOT REQUIRED <br />362T150-43 <br />STUD B <br />NOT REQUIRED <br />362S162-43 <br />SILL SCHEDULE (TYPE S1) <br />6" WALL >3'-11"600T150-43 600S162-43 <br />(2) #10 SMS EACH <br />SIDE <br />TRACK PER <br />(2) 0.157Ø HILTI 'X-U' <br />PDF W/ 1 1/4" EMBED <br />JAMB STUD <br />MAX <br />2" <br />A ANCHORAGE AT OPENING <br />JAMB STUD <br />PDF PER <br />4" MIN3/8"Ø x 2" EMBED HILTI <br />KB-TZ2 AS ALTERNATE <br />4A <br />S6.0-2 <br />B JAMB SECTION AT OPENING <br />(1) #10 SMS <br />EACH SIDE <br />0.157Ø HILTI 'X-U' PDF <br />EACH SIDE W/ 1 1/4" <br />EMBED <br />JAMB STUD PER <br />SCHEDULE <br />MAX <br />2" <br />MAX <br />2" <br />4" MIN <br />C ANCHORAGE AT INTERIOR <br />JAMB STUD <br />PDF PER <br />3/8"Øx 2" EMBED <br />HILTI 'KB-TZ2' <br />AS ALTERNATE <br />EQ EQ <br />PDF PER TYP <br />4C <br />S6.0-2 <br />3/8"Ø x 2" EMBED HILTI <br />KB-TZ2 AS ALTERNATE <br />D JAMB SECTION AT ENTERIOR <br />JAMB AT 8'-6">12'-6" OPENING <br />2" CONT <br />WELDS AT <br />ENDS 1/16 1-12 <br />1/16 1-12 <br />(2) 600S250-68 @ 6" WALL <br />(2) 400S250-68 @ 4" WALL <br />E TYP JAMB STUD <br />STUD WALL <br />OPENING SIZE <br />< 6'-0" <br />(2) 250S162-542 1/2" <br />400S162-544" <br />6" 600S162-43 <br />6'-0" < W < 12'-6" <br />(2) 250S162-97 <br />(2) 400S162-54 <br />(2) 600S162-43 <br />(2) 362S162-433 5/8" (2) 362S162-54 <br />(3) #10 SMS <br />TO EACH STUD <br />WALL STUD <br />PLAN <br />BENT PL18GA 2x2x0'-4" LG <br />T&B W/ (2) #10 SMS EA LEG <br />BOX HEADER BM <br />RUNNER TRACK <br />EXTEND BEAM WEB <br />EA SIDE AND ATTACH <br />TO JAMB W/ (4) #10 <br />SMS EA SIDE <br />JAMB STUD PER <br />BENT PL18GA 2x2x0'-4" LG <br />T&B W/ (2) #10 SMS EA LEG <br />BOX HEADER BM <br />B HEADER CONNECTION TO JAMB <br />RUNNER TRACK <br />EXTEND BEAM WEB <br />EA SIDE AND ATTACH <br />TO JAMB W/ (4) #10 <br />SMS EA SIDE <br />JAMB STUD PER <br />4 <br />S6.0-2 <br />4 <br />S6.0-2 <br />A DBL STUD (ALT)A SINGLE STUD <br />JAMB ANCHOR <br />W/ WASHER <br />PER <br />JAMB STUD <br />(2) #12 SMS EA <br />SIDE <br />(4) #12 SMS EQ <br />SPACED, TYP <br />PL16GA x 3" TYP (WIDTH <br />TO MATCH DBL STUD @ <br />24" OC AND 12" MAX <br />FROM EA END <br />DBL STUD (PER <br />STUD SCHEDULE) <br />STUD PER <br />2x WIDTH (MIN) <br />JAMB SCHEDULE <br />JAMB GAGEOPN WIDTH <br />PER STUD SCHEDULE< 4'-0" <br />18GA MIN4'-0" TO 8'-0" <br />16GA MIN8'-0" TO 12'-0" <br />STUD SCHEDULE <br />MIN <br />3" <br />A KONG STUD <br />4 <br />S6.0-2 <br />MAX SPAN <br />BETWEEN <br />SUPPORTS <br />4'-0" <br />5'-0" <br />FULL HEIGHT <br />WALL <br />CONNECTION <br />PER <br />TOP TRACK SCHEDULE <br />6'-0" <br />GA <br />20 <br />18 <br />16 <br />3/S6.0-1 <br />NOTE: <br />DO NOT USE 20GA TOP TRACK AT PARTIAL HEIGHT CASEWORK WALLS. <br />STUDS PER <br />SCHEDULE <br />(2) #12 SMS @ 12" OC <br />(2) 4"x16GA STUDS <br />CONT RUNNER TRACK T&B: <br />6" WALL: 600T150-54 <br />4" WALL: 400T150-54 <br />3 5/8" WALL: 362T150-54 <br />W/ #12SMS @ 12" OC EA <br />FLANGE (DO NOT SPLICE) <br />A HEADER SECTION <br />(2) 6"x16GA <br />STUDS <br />4 <br />S6.0-1 <br />OPNG HEADER AT 6'-0" MAX OPENING <br />CONT RUNNER TRACK T&B: <br />6" WALL: 600T150-54 <br />4" WALL: 400T150-54 <br />3 5/8" WALL: 362T150-54 <br /> OPNG HEADER AT 6'-0" > -6" OPENING <br />CONT RUNNER TRACK: <br />6" WALL: 600T150-54 <br />4" WALL: 400T150-54 <br />3 5/8" WALL: 362T150-54 <br />W/ (2) #12SMS @ 12" OC EA <br />FLANGE EA STUD <br />W/ (2) #12SMS @ 12" OC EA <br />FLANGE EA STUD <br />18400 Von Karman Ave., Suite 600 <br />Irvine, CA 92612 <br />O: 949.252.1022 <br />F: 949.252.8082 <br />www.kpff.com <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. <br />PROJECT: <br />CA REG. <br />Project Arch.- <br />- <br />2100588 <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 />7/26/2024 5:09:17 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS6.0-2 <br />TYPICAL METAL <br />STUD DETAILS <br />JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S6.0-2; PD: MJS; PM: ES1" = 1'-0"3TYPICAL NON-BEARING STUD WALL BRACING <br />1/2" = 1'-0"1TYPICAL PARTITION WALL ELEVATION (20'-10" MAX) <br />1 1/2" = 1'-0"4JAMB SCHEDULE 1 1/2" = 1'-0"2HEADER & SILL DETAILS <br />1 1/2" = 1'-0"6TYPICAL BACKING PLATE DETAIL <br />1 1/2" = 1'-0"5ALTERNATIVE TO WELDED JAMB STUDS <br />NTS 7TOP TRACK SCHEDULE <br />2ISSUEDATE PERMIT SET 1ST ISSUANCEBID SETBID SET ADDENDUM-01BID SET ADDENDUM-03 FINAL PERMIT/CONFORM SET 09/29/202304/30/202405/16/202406/05/202408/02/2024REV # DESCRIPTION DATEA Bid Set Addendum R1 05.16.2024B Bid Set Addendum R3 06.05.2024C Conform Set 08.02.20241 Backcheck Rev-1 03.01.20242 Backcheck Rev-2 08.02.2024NIR <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 />.......................................................EAMSTUDS PER <br />SCHEDULE <br />4 <br />S6.0-1 <br />(2) #12 SMS @ 12" OC <br />CONT RUNNER TRACK: <br />6" WALL: 600T150-54 <br />4" WALL: 400T150-54 <br />3 5/8" WALL: 362T150-54 <br />W/ #12SMS @ 12" OC EA <br />FLANGE (DO NOT SPLICE) 12' <br />2 1/2" WALL: 250T150-54 <br />2 1/2" WALL: 250T150-54 <br />#216 <br />#216 <br />#216 <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: