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1401 N Tustin Ave Unit# 170 - TI - Plan
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1401 N Tustin Ave Unit# 170 - TI - Plan
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6/5/2025 7:35:40 AM
Creation date
6/5/2025 7:35:32 AM
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Plan
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101120140
Full Address
1401 N Tustin Ave Unit# 170
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J2 <br />ALTERNATE DOUBLE STUD ATTACHMENT <br />AT INTERIOR STUDS IN LIEU OF WELDING <br />PL1x3x18GA @ BOTH SIDES @ 24"CC <br />w/ #10 SMS TO EA STUD <br />J1 J3 J4 <br />1/8 1-24 <br />TYP EA <br />SIDE <br />NOTE: JAMB STUDS TO MATCH SIZE AND GAUGE OF <br />WALL STUDS.LIGHT GAUGE STUDS <br />CLIP L2x2 TO MATCH STUD <br />GA x STUD WIDTH LESS 1/2" <br />w/ (3) #10 SMS EA LEG, T&B <br />OF HEADER TYP <br />STUD AND TRACK <br />TO MATCH SIZE <br />AND GAUGE OF <br />WALL STUDS <br />#10 SMS <br />@ 12"CC TYP <br />JAMB1 <br />S5.12 <br />LIGHT GAUGE STUDS <br />(4) #10 SMS <br />EA SIDE OF <br />BOX HDR <br />TRACKS TO MATCH <br />SIZE & GA OF WALL <br />STUDS TYP <br />STUDS TO MATCH SIZE & GA <br />OF WALL STUDS UNO. AT H4-8 <br />USE 8" MIN DEEP STUDS <br />AT H4-10 USE 10" MIN DEEP <br />STUDS SEE <br />CLIP L2x2 TO MATCH STUD <br />GA x STUD WIDTH LESS 1/2" <br />w/ (3) #10 SMS EA LEG, T&B <br />OF HEADER TYP <br />#10 SMS @ <br />12"CC TYP <br />AT HC-4, REDUCE SCREW <br />SPACING PER SCHEDULE <br />JAMB1 <br />S5.12 <br />B <br />S5.11B <br />S5.11 LIGHT GAUGE STUDS <br />TRACK TO MATCH <br />SIZE AND GAUGE <br />OF WALL STUDS <br />CLIP L2x2 TO MATCH STUD <br />GA x STUD WIDTH LESS 1/2" <br />w/ (3) #10 SMS EA LEG <br />JAMB1 <br />S5.12 <br />LIGHT GAUGE STUDS <br />CLIP L2x2 TO MATCH STUD <br />GA x STUD WIDTH LESS 1/2" <br />w/ (3) #10 SMS EA LEG, T&B <br />OF SILL TYP <br />STUD AND TRACK <br />TO MATCH SIZE <br />AND GAUGE OF <br />WALL STUDS <br />#10 SMS <br />@ 12"CC TYP <br />JAMB1 <br />S5.12 <br />LIGHT GAUGE STUDS <br />CLIP L2x2 TO MATCH STUD <br />GA x STUD WIDTH LESS 1/2" <br />w/ (3) #10 SMS EA LEG, T&B <br />OF SILL TYP <br />STUD AND TRACK <br />TO MATCH SIZE <br />AND GAUGE OF <br />WALL STUDS <br />#10 SMS <br />@ 12"CC TYP <br />JAMB1 <br />S5.12 <br />LIGHT GAUGE STUDS <br />CLIP L2x2 TO MATCH STUD <br />GA x STUD WIDTH LESS 1/2" <br />w/ (3) #10 SMS EA LEG, T&B <br />OF SILL TYP <br />STUD AND TRACK <br />TO MATCH SIZE <br />AND GAUGE OF <br />WALL STUDS <br />#10 SMS <br />@ 12"CC TYP <br />JAMB1 <br />S5.12 <br />EXTERIOR <br />INTERIOR <br />(4) STUDS TYP <br />TYP TRACK <br />STUD OR TRACK <br />TYP TRACK <br />#10 SMS <br />@ 12"CC <br />STUD <br />#10 SMS <br />@ 12"CC <br />TOP TRACK LAYOUT - EXTERIOR <br />TOP TRACK LAYOUT - INTERIOR <br />#10 SMS, TYP <br />TRACK/WALL <br />WIDTH +2" <br />FULL HT <br />TRACK <br />STUD <br />TRACK <br />TRACK <br />TYP STUD #10 SMS @ <br />12"CC TYP <br />EXTERIOR <br />INTERIOR <br />#10 SMS @ <br />12"CC TYP <br />TOP TRACK LAYOUT - EXTERIOR <br />TOP TRACK LAYOUT - INTERIOR <br />#10 SMS, TYP <br />RATED CORNER <br />STUD#10 SMS <br />@ 12"CC <br />NOTE: <br />FOR WALL FINISH CONSTRUCTION SEE ARCH DRAWINGS <br />TRACK <br />RATED INTERSECTION <br />#10 SMS @ <br />12"CC TYP <br />TRACK <br />STUD <br />STUD OR <br />TRACK STUD <br />NOTES: <br />1. SEE OTHER DETAILS FOR ATTACHMENTS OF T&B <br />TRACK TO STRUCTURE. SCREWS & SHOT PINS @ <br />WEBS OF SLIP TRACKS SHALL BE LOCATED IN <br />SLOTTED HOLES PROVIDED BY MFR. <br />2. FOR ADDL INFO @ FIRE RATED WALLS, SEE ARCH <br />(FOR WALL TYPE, DETAILS ETC...) & MFR UL LISTING. <br />3. D = STUD DEPTH <br />4. OUTER TRACK TO BE 1.5" DEEP MIN, 2" DEEP MAX IN <br />NESTED TRACK ALTERNATE. <br />INNER 2 1/2" DEEP <br />LEG TRACK, <br />18GA MIN <br />OUTER TRACK 18GA <br />MIN @ INT, 16GA MIN <br />@ EXTERIOR <br />TYP STUD TO TRACK <br />STUD ENDS TO <br />BEAR ON TRACK <br />WEB TYP UNO <br />TOP OR BOTTOM TRACK, <br />HEADER OR SILL <br />WALL STUD <br />#10 SMS EA SIDE, <br />EA STUD TYP <br />WAFER HEAD SMS <br />EA SIDE w/ SIZE PER <br />MFR, USE #8 MIN <br />MTL STUDS, SEE <br />SECTIONS <br />TYP STUD TO SLIP TRACK <br />SLOTTED SLIP TRACK TO MATCH <br />WALL DEPTH & GA (18GA MIN <br />@ INT & 16GA MIN @ EXT). SPLICE <br />@ STUDS PER MFR RECOMMENDATIONS <br />NESTED TRACK ALTERNATE <br />MI <br />N <br /> 1" <br />CL <br />R <br /> <br /> <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />1 <br />1 <br />/ <br />2 <br />D <br />MI <br />N <br />1 <br />1 <br />/ <br />2 <br />D <br />GA <br />P <br /> <br /> <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br /> <br /> 1 <br />" <br />T. <br />O <br />. <br />S <br />T <br />U <br />D <br />ED <br />G <br />E <br /> <br />O <br />F <br /> <br />W <br />E <br />B <br />PU <br />N <br />C <br />H <br />- <br />O <br />U <br />T <br />WH <br />E <br />R <br />E <br /> <br />O <br />C <br />C <br />U <br />R <br />S <br />HI <br />G <br />H <br />E <br />S <br />T <br /> <br />F <br />A <br />S <br />T <br />E <br />N <br />E <br />R <br />FO <br />R <br /> <br />F <br />I <br />N <br />I <br />S <br />H <br />E <br />S <br />TO <br />P <br /> <br />O <br />F <br />TR <br />A <br />C <br />K <br />GY <br />P <br /> <br />B <br />D <br />AT <br />T <br />A <br />C <br />H <br />M <br />E <br />N <br />T <br />ED <br />G <br />E <br /> <br />O <br />F <br /> <br />W <br />E <br />B <br />PU <br />N <br />C <br />H <br />- <br />O <br />U <br />T <br />WH <br />E <br />R <br />E <br /> <br />O <br />C <br />C <br />U <br />R <br />S <br />GAP <br /> <br />7/16" <br />SINGLE BAY CONDITION CONTINUOUS CONDITION <br />NOTE: <br />IN LIEU OF TRACK, THE FOLLOWING BACKING OPTIONS MAY BE USED. ATTACH TO STUDS AS NOTED ABOVE: <br />A. 6"x16GA FLAT STRAP FOR MAX LOADS OF 20 LBS/FT w/ A MAX CONCENTRATED LOAD OF 50 LBS. STRAP <br />SHALL BE CONT OVER 3 STUDS MIN. <br />B. 6"x16GA (600NS050-54) NOTCHED STUD BACKING BY SCAFCO OR APPROVED EQUAL. <br />FINISH, <br />SEE ARCH <br />FINISH, <br />SEE ARCH <br />6"x16 GA UNPUNCHED <br />MTL BACKING TRACK, <br />CLIP FLANGES TO CLEAR <br />STUDS <br />MTL STUDS <br />(4) #10 SMS EA <br />END BACKING PL <br />(4) #10 SMS <br />EA STUD TYP <br />LAP FULL WIDTH <br />OF STUD AT <br />BACKING TRACK <br />SPLICES <br />PLAN ELEVATION ELEVATIONPLAN <br />MTL STUDS <br />6"x16 GA UNPUNCHED <br />MTL BACKING TRACK, <br />CLIP FLANGES TO CLEAR <br />STUDS <br />MTL STUDS <br />SEE SECTIONS <br />STD TRACK TYP <br />SHOT PIN @ 32"CC <br />@ CL TRACK <br />TYPICAL CONDITION <br />CL PIN & TRACK TYP <br />OFFSET AS REQD TO <br />MEET EDGE DISTANCES <br />NOTED BLW <br />600 Q STREET, SUITE 200 <br />SACRAMENTO, CA 95811 <br />916 443 0303 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />. <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />14 <br />0 <br />1 <br /> <br />N <br />. <br /> <br />T <br />U <br />S <br />T <br />I <br />N <br /> <br />A <br />V <br />E <br />. <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br /># <br />1 <br />7 <br />0 <br />SI <br />M <br />O <br />N <br />M <br />E <br />D <br /> <br />I <br />M <br />A <br />G <br />I <br />N <br />G <br />06/19/2024 <br />24-004 <br />GKA ARCHITECTS. ALL RIGHTS RESERVED <br />COPYRIGHT © 2024 <br />WWW.GKA-ARC.COM <br />(213) 200-0030 <br />LOS ANGELES, CA 90071 <br />633 W 5TH ST, STE 2607 <br />SHEET NUMBER: <br />SHEET TITLE: <br />ISSUE DATE: <br />PROJECT NUMBER: <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br />C <br />O <br />N <br />S <br />U <br />L <br />T <br />A <br />N <br />T <br />DESCRIPTIONDATEREV <br />6/ <br />2 <br />4 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />1 <br />0 <br />: <br />4 <br />8 <br />: <br />2 <br />2 <br /> <br />A <br />M <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />K <br />e <br />i <br />t <br />h <br />S <br />\ <br />O <br />n <br />e <br />D <br />r <br />i <br />v <br />e <br /> <br />- <br /> <br />B <br />u <br />e <br />h <br />l <br />e <br />r <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />\D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />2 <br />0 <br />2 <br />4 <br />- <br />0 <br />1 <br />3 <br />7 <br />_ <br />S <br />i <br />m <br />o <br />n <br />M <br />e <br />n <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />_ <br />R <br />v <br />t <br />2 <br />3 <br />_ <br />C <br />e <br />n <br />t <br />r <br />al <br />_ <br />k <br />s <br />o <br />w <br />l <br />e <br />y <br />. <br />r <br />v <br />t <br />METAL STUD <br />COMMON DETAILS <br />S5.12 <br />APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE <br />TYPICAL DETAILS <br />DETAIL NO SCALE <br />S5.12 <br />1 <br />JAMB 540SD001 <br />DETAIL NO SCALE <br />S5.12 <br />2 <br />H2 HEADER 540SD002 <br />DETAIL NO SCALE <br />S5.12 <br />3 <br />H4/HC-4 HEADER 540SD003 <br />DETAIL NO SCALE <br />S5.12 <br />4 <br />S1 SILL 540SD005 <br />DETAIL NO SCALE <br />S5.12 <br />5 <br />S2 SILL 540SD006 <br />DETAIL NO SCALE <br />S5.12 <br />6 <br />S3 SILL 540SD007 <br />DETAIL NO SCALE <br />S5.12 <br />7 <br />S4 SILL 540SD008 <br />DETAIL NO SCALE <br />S5.12 <br />8 <br />WALL CORNER 540SD010 <br />DETAIL NO SCALE <br />S5.12 <br />9 <br />TEE-INTERSECTION 540SD011 <br />DETAIL NO SCALE <br />S5.12 <br />10 <br />FIRE-RATED WALL <br />CORNERS <br />540SD012 <br />DETAIL NO SCALE <br />S5.12 <br />11 <br />STUD TO TRACK <br />CONNECTION <br />540SD014 <br />DETAIL NO SCALE <br />S5.12 <br />12 <br />BACKING ATTACHMENT 540SD013 <br />DETAIL NO SCALE <br />S5.12 <br />13 <br />SILL TRACK TO SLAB <br />(NON-JAMB CONDITION) <br />542SD008 <br />SEOR STAMP IS APPLICABLE ONLY <br />TO THE STRUCTURAL CONTENT OF <br />THE FOLLOWING DETAILS ON THIS <br />PAGE: <br />1401 N Tustin Ave Unit# <br />170 - TI1/27/2025
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