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800 N Tustin Ave Unit #H - Plan
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Last modified
6/6/2025 1:17:29 PM
Creation date
6/6/2025 1:16:48 PM
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Plan
Permit Number
20184073
30147809
40139552
101120961
Full Address
800 N Tustin Ave Unit# H
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SHEET <br />PA / PM: <br />JOB NO.: <br />DRAWN BY: <br />CAUTION: 24"x36" <br />RE <br />M <br />A <br />R <br />K <br />S <br />DA <br />T <br />E <br />de <br />b <br />s <br />@ <br />s <br />h <br />p <br />a <br />r <br />t <br />n <br />e <br />r <br />s <br />. <br />n <br />e <br />t <br />ma <br />r <br />c <br />o <br />h <br />@ <br />s <br />h <br />p <br />a <br />r <br />t <br />n <br />e <br />r <br />s <br />. <br />n <br />e <br />t <br />(7 <br />1 <br />4 <br />) <br />3 <br />9 <br />0 <br />. <br />8 <br />6 <br />0 <br />0 <br />ar <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />e <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />n <br />i <br />n <br />g <br />PA <br />R <br />T <br />N <br />E <br />R <br />S <br />ww <br />w <br />. <br />s <br />h <br />p <br />a <br />r <br />t <br />n <br />e <br />r <br />s <br />. <br />n <br />e <br />t <br />07 <br />- <br />0 <br />3 <br />- <br />2 <br />0 <br />2 <br />4 <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />UN <br />I <br />T <br />E <br />D <br /> <br />M <br />E <br />D <br />I <br />C <br />A <br />L <br /> <br />I <br />M <br />A <br />G <br />I <br />N <br />G <br /> <br />H <br />E <br />A <br />L <br />T <br />H <br />C <br />A <br />R <br />E <br />80 <br />0 <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 />N <br />U <br />E <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />TE <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br /> <br />F <br />O <br />R <br />: <br />Un <br />i <br />t <br />e <br />d <br /> <br />M <br />e <br />d <br />i <br />c <br />a <br />l <br /> <br />I <br />m <br />a <br />g <br />i <br />n <br />g <br /> <br />H <br />e <br />a <br />l <br />t <br />h <br />c <br />a <br />r <br />e <br />SU <br />I <br />T <br />E <br /> <br />- <br /> <br />H <br />WA <br />L <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />A6.1 <br />mh <br />DS/MH <br />23-16 <br />2 <br />3 <br />8 <br />7 <br />6 <br />11 <br />1216 <br />15 <br />14 <br />13 <br />SCALE: <br />WALL STUD SCHEDULE <br />N/A <br />SCALE: <br />WALL BASE <br />3"=1'-0" <br />1/ <br />8 <br />" <br />5/8" GYP. BD. EACH SIDE OVER <br />METAL STUDS, SEE METAL STUD <br />TABLE FOR SIZE & SPACING <br />(TYPE-X AT FIRE RATED WALLS) <br />HILTI X-U 0.157" DIA. POWER DRIVEN <br />@24" O.C. WITH 1" MIN. EMBEDMENT, <br />STAGGERED <br />ICC-ESR-2269 <br />FINISH FLOOR <br />#10 SCREWS (TYP.) <br />WALL BASE @ GYP. BD. WALLS PER <br />SCHEDULE U.O.N. <br />FIRE/SMOKE SEALANT AT <br />PERIMETER OF RATED/NON-RATED <br />PARTITION, TYP. <br />DRYWALL OR STRUCTURAL <br />SHEATHING <br />WALL FRAMING STUD <br />NOTES: <br />1.BRIDGING TO OCCUR AT 4'-0" MIN VERTICALLY WHERE DRYWALL OR STRUCTURAL SHEATHING IS <br />INSTALLED ON ONE SIDE OF WALL FRAMING. <br />2.BRIDGING TO OCCUR 12" MAX FROM TOP OF STUDS AT A SLIP TRACK CONNECTION. <br />#8 SCREW ATTACHMENT <br />TAUT 16 GA x 2" FLAT <br />STRAPS <br />TRACK BLOCK PIECE <br />TO MATCH WALL STUD <br />INSTALLED 8'-0" OC, CLIP <br />FLANGE AND BEND WEB <br />SOUND ATENUATION INSULATION <br />AT ACCOUSTICAL PARTITIONS <br />1- <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />EXISTING FLOOR DECK. <br />METAL STUD, SEE METAL STUD <br />TABLE <br />5/8" GYP. BD. EACH SIDE OVER <br />METAL STUDS <br />SOUND ATENUATION INSULATION <br />AT ACCOUSTICAL PARTITIONS <br />3" LONG CONTINUOUS 20 GAUGE <br />MIN. (OR SAME GAUGE AS WALL <br />STUD) DEEP LEG TRACK SCREWED <br />TO UNDERSIDE OF BLOCKING WITH <br />TWO (2) 1/4" X 1-1/4" WOOD <br />SCREWS AT 24" O.C., (2) PER <br />BLOCKING <br />PURLINS OR 2X BLOCKING AT 24" <br />O.C. ATTACH TO EXISTING ROOF <br />FRAMING, WITH 3-16D NAILS - <br />TYP. <br />PARALLEL TO DECK <br />2" <br />DRYWALL SCREWS. ATTACH <br />GYPSUM BOARD TO STUDS ONLY. <br />DO NOT SCREW WITHIN 2" OF <br />BOTTOM OF DEEP LEG TRACK. <br />SCALE: <br />SINGLE STRAP TYPE BRIDGING <br />N.T.S. <br />1- <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />EXISTING FLOOR DECK. <br />METAL STUD, SEE METAL STUD <br />TABLE <br />5/8" GYP. BD. EACH SIDE OVER <br />METAL STUDS <br />SOUND ATENUATION INSULATION <br />AT ACCOUSTICAL PARTITIONS <br />3" LONG CONTINUOUS 20 GAUGE <br />MIN. (OR SAME GAUGE AS WALL <br />STUD) DEEP LEG TRACK SCREWED <br />TO UNDERSIDE OF BLOCKING WITH <br />TWO (2) 1/4" X 1-1/4" WOOD <br />SCREWS AT 24" O.C., (2) PER <br />BLOCKING <br />PERPENDICULAR TO DECK <br />2" <br />DRYWALL SCREWS. ATTACH <br />GYPSUM BOARD TO STUDS ONLY. <br />DO NOT SCREW WITHIN 2" OF <br />BOTTOM OF DEEP LEG TRACK. <br />600S162-43 UNPUNCHED STUD <br />CONTINUOUS HORIZONTAL AS <br />REQUIRED. NOTCH FLANGES <br />AT VERTICAL STUDS. DO <br />NOT CUT FLANGES BETWEEN <br />SUPPORTING STUDS. <br />TOP AND BOTTOM BACKING <br />REQUIRED FOR EACH UPPER <br />CABINET. COORDINATE <br />LOCATION WITH MILLWORK <br />INSTALLER. <br />(3) #8 EACH STUD <br />FRAMED WALL - REFER TO <br />WALL TYPE <br />SCALE: <br />TYPICAL BLOCKING <br />N.T.S. <br />4" <br />MI <br />N <br />. <br />SCALE: <br />WALL SWAY BRACE <br />3"=1'-0" <br />BRACE TO STRUCTURE, <br />ALTERNATE SIDES. USE <br />METAL STUDS AT 8'-0" O.C. <br />MAX. W/ (2) #10 WOOD <br />SCREWS W/ 1-1/2" MIN. <br />PENETRATION INTO PURLIN <br />PURLIN OR 4x BLOCKING <br />FLOOR DECK, SEE <br />STRUCTURAL DRAWINGS <br />SCALE: <br />TYPICAL INTERIOR WALL <br />3"=1'-0" <br />5/8" TYPE "X" GYPSUM BOARD ON <br />METAL STUDS PER STUD TABLE <br />FOR PARTITION FRAMING, SEE <br />WALL STUD TABLE & <br />REFERENCED DETAILS. <br />SOUND ATTENUATION INSULATION <br />AT ACOUSTICAL PARTITIONS <br />FIRE EXTINGUISHER CABINET <br />3"= 1'-0" <br />VERIFY ROUGH OPENING W/ <br />MFG. IN FIELD. <br />5/8" TYPE "X" GYP. BD. TYP. <br />FIRE EXTINGUISHER CABINET <br />NON RATED WALL <br />INSTALLATION <br />METAL STUDS WHERE OCCUR. <br />VARIES PER MANUFACTURER. <br />(4"MAX) <br />2 <br />3 <br />2 <br />3 <br />1 <br />1 <br />2 <br />SIZE OF WALL AND 33 MILS <br />SIZE OF WALL AND 33 MILS <br />SIZE OF WALL AND 33 MILS <br />362S 162-33 INT. <br />362S 162-43 DEMISING <br />SIZE OF WALL AND 33 MILS <br />SIZE OF WALL AND 45 MILS <br />SIZE OF WALL AND 54 MILS <br />600S 162-33 INT. <br />600S 162-43 DEMISING <br />800S 162-43 INT. <br />800S 162-54 (50 KSI) DEMISING <br />800S 162-54 INT. <br />800S 162-68 (50 KSI) DEMISING <br />TO MATCH WALL <br />INT. PARTITION <br />DEMISING WALL <br />DEMISING WALL <br />INT. PARTITION <br />6'-0" <br />8'-0" <br />12'-0" <br />16'-0" <br />6'-0" <br />4'-0" <br />SPANKING STUDS HEADER SIZE <br />362S 162-33 INT. <br />600S 162-43 DEMISING <br />ATTACH TRACK TO STUD WITH #8 <br />(#7 AT 18 MIL. STUDS) SCREW AT <br />EACH FLANGE. <br />33 MIL. TYP. UP TO 10'-0" OPENING. <br />43 MIL. UP TO 12'-0" OPENING. <br />54 MIL. UP TO 16'-0" OPENING. <br />ADD CLOSURE STUD AS REQUIRED - <br />typical <br />METAL STUD WALL SIZE & <br />SPACING - REFER TO SECTIONS <br />AND STUD SCHEDULE <br />CONT. TRACK ANCHORED <br />TO SLAB w/ HILTI X-GN <br />(0.118 DIA.) TRACK <br />FASTENERS w/ 3/4" MIN. <br />EMBED AT 16" O.C. PER <br />ICC ESR-1752 OR EQUAL <br />(3) #8 SCREWS <br />ATTACH TRACK TO <br />STUD AT EACH <br />FLANGE w/ #8 <br />SCREWS - typical <br />BACK TO BACK STUDS W/ #8 <br />SCREWS AT 12" O.C. <br />ATTACH TRACK TO STUD AT EACH <br />FLANGE W/ #8 SCREWS <br />#8 SCREWS AT 12" 0.C <br />BUILT-UP HEADER <br />- REFER TO SCHEDULE. ADD <br />CLOSURE STUD AS REQUIRED - <br />typical <br />OPEN <br />OPEN <br />N.T.S.SCALE: <br />PARTIAL TYPICAL HEADER DETAILS <br />SCALE: <br />FULL HEIGHT INTERIOR WALL <br />3"=1'-0" <br />SCALE: <br />TYPICAL WALL SECTIONS <br />1"=1'-0" <br />SCALE: <br />FULL HEIGHT INTERIOR WALL <br />3"=1'-0" <br />7 <br />- <br />8 <br />- <br />11 <br />- <br />(EXAMPLE: 6" = 600 X 1/100 INCHES) <br />ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 <br />INCHES. FOR ALL "T" SECTIONS MEMBER <br />DEPTH IS THE INSIDE DIMENSION. <br />MEMBER DEPTH: <br />600 S <br />FLANGE WIDTH: <br />(EXAMPLE: 1 5/8" = 1.625" ~ 162X 1/100 <br />INCHES) ALL FLANGE WIDTHS ARE TAKEN <br />IN 1/100 INCHES. <br />STYLE: <br />(EXAMPLE: STUD OR JOIST SECTION = S) <br />THE FOUR ALPHA CHARACTERS UTILIZED BY THE <br />DESIGNATOR SYSTEM ARE: <br />(EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL <br />=1/1000 IN.) MATERIAL THICKNESS IS THE <br />MINIMUM BASE METAL THICKNESS IN MILS. <br />MINIMUM BASE METAL THICKNESS <br />REPRESENTS 95% OF THE DESIGN <br />THICKNESS. <br />MATERIAL THICKNESS:162 54 <br />INTERIOR NON-STRUCTURAL NON-COMPOSITE: <br />(S) STUD <br />MEMBER <br />SPACING <br />(IN.) O.C.5 PSF <br />L/240 <br />12" <br />16" <br />24"8'-9" <br />10'-9" <br />12'-5"362PDS125-15 (50 KSI) <br />12" <br />16" <br />24"10'-9" <br />13'-2" <br />14'-6"362PDS125-18 (70 KSI) <br />12" <br />16" <br />24"13'-9" <br />15'-9" <br />17'-4"362PDS125-30 (33 KSI) <br />12" <br />16" <br />24"14'-3" <br />16'-3" <br />17'-11"362PDS125-33 (33 KSI) <br />S= STUD OR JOIST, T = TRACK, U = CHANNEL, <br />F= FURRING <br />NOTE: ALL STUD INFORMATION IS BASED ON: <br /> CLARKDIETRICH ICC ESR-1166P <br />- <br />VARIES PER MANUFACTURER. (4"MAX) <br />13 <br />- <br />CEILING HEIGHT <br />L/360 <br />8'-9" <br />10'-9" <br />11'-10" <br />10'-1" <br />11'-6" <br />12'-8" <br />12'-0" <br />13'-9" <br />15'-2" <br />12'-5" <br />14'-3" <br />15'-8" <br />L/120 <br />8'-9" <br />10'-9" <br />12'-5" <br />10'-9" <br />13'-2" <br />15'-2" <br />14'-1" <br />17'-3" <br />20'-0" <br />15'-0" <br />18'-5" <br />21'-3" <br />INTERIOR WALL HEIGHT WITH STRUCTURAL FRAMING: <br />(S) STUD <br />MEMBER <br />SPACING <br />(IN.) O.C.5 PSF <br />L/240 <br />12" <br />16" <br />24"15'-4" <br />17'-7" <br />19'-4"362S162-33 <br />12" <br />16" <br />24"16'-8" <br />19'-1" <br />21'-0 <br />12" <br />16" <br />24"17'-11" <br />20'-6" <br />22'-6" <br />12" <br />16" <br />24"19'-2" <br />21'-11" <br />24'-1" <br />L/360 <br />13'-5" <br />15'-4" <br />16'-11" <br />14'-7" <br />16'-8" <br />18'-5" <br />15'-7" <br />17'-11" <br />19'-8" <br />16'-9" <br />19'-2" <br />21'-1" <br />L/120 <br />18'-9" <br />22'-2" <br />24'-4" <br />21'-0" <br />24'-1" <br />26'-6" <br />22'-6" <br />25'-10" <br />28'-5" <br />24'-1" <br />27'-7" <br />30'-5" <br />362S162-43 <br />362S162-54 <br />362S162-68 <br />4 <br />800 N Tustin Ave Unit <br />#H1/23/2025
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