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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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DE <br />T <br />A <br />I <br />L <br />S <br />A6.2 <br />mh <br />9 <br />1216 48 <br />6 <br />5 <br />10 <br />33250S137 <br />SECTION: (MIL) <br />LATERAL SUPPORT OF COMPRESSION FLANGE <br />CEILING SPAN TABLE NOTES: <br />1. VALUES ARE FOR SINGLE SPANS. <br />2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL. <br />3. FOR FULLY BRACED CEILINGS, USE MID-SPAN BRACED VALUES. <br />4. END BEARING LENGTH = 1" MINIMUM. <br />4 PSF <br />UNSUPPORTED <br />JOIST SPACING (IN.) O.C.JOIST SPACING (IN.) O.C. <br />14'-11" <br />12"16"24" <br />11'-10"13'-6" <br />(EXAMPLE: 6" = X 1/100 INCHES) <br />ALL MEMBER DEPTHS ARE TAKEN IN 1/100 <br />INCHES. FOR ALL "T" SECTIONS MEMBER <br />DEPTH IS THE INSIDE DIMENSION. <br />600 <br />MEMBER DEPTH: <br />600 S <br />FLANGE WIDTH: <br />(EXAMPLE: 1 5/8" = 1.625" ~ X 1/100 <br />INCHES) ALL FLANGE WIDTHS ARE TAKEN <br />IN 1/100 INCHES. <br />162 <br />STYLE: <br />(EXAMPLE: STUD OR JOIST SECTION = ) <br />THE FOUR ALPHA CHARACTERS UTILIZED <br />BY THE DESIGNATOR SYSTEM ARE: <br />S (EXAMPLE: 0.054 IN. = MILS; 1 MIL =1/1000 IN.) <br />MATERIAL THICKNESS IS THE MINIMUM BASE <br />METAL THICKNESS IN MILS. MINIMUM BASE <br />METAL THICKNESS REPRESENTS 95% OF THE <br />DESIGN THICKNESS. <br />54 <br />MATERIAL THICKNESS: <br />162 54 <br />11'-9" <br />12"16"24" <br />9'-9"10'-10" <br />MID-SPAN <br />43250S137 16'-2"12'-10"14'-8"13'-2"10'-9"12'-1" <br />33250S162 15'-8"12'-5"14'-2"13'-5"11'-1"12'-5" <br />43250S162 17'-0"13'-6"15'-5"14'-11"12'-3"13'-9" <br />33350S137 18'-1"15'-0"16'-9"12'-9"10'-6"11'-9" <br />43350S137 19'-10"16'-4"18'-4"14'-1"11'-7"13'-0" <br />33350S162 20'-3"16'-1"18'-5"14'-6"12'-0"13'-5" <br />43350S162 22'-0"17'-6"20'-0"16'-0"13'-2"14'-9" <br />33362S137 18'-3"15'-2"16'-11"12'-10"10'-7"11'-11" <br />43362S137 20'-0"16'-6"18'-6"14'-3"11'-8"13'-1" <br />33362S162 20'-9"16'-6"18'-11"14'-8"12'-1"13'-6" <br />43362S162 22'-7"17'-11"20'-7"16'-1"13'-3"14'-10" <br />33400S137 18'-9"15'-6"17'-4"13'-2"10'-11"12'-2" <br />43400S137 20'-6"16'-11"18'-11"14'-7"12'-0"13'-5" <br />33400S162 21'-4"17'-9"19'-10"15'-0"12'-5"13'-10" <br />43400S162 23'-4"19'-4"21'-7"16'-6"13'-7"15'-3" <br />33550S137 20'-10"17'-5"19'-4"14'-6"12'-0"13'-5" <br />43550S137 22'-6"18'-9"20'-10"15'-10"13'-1"14'-7" <br />33550S162 23'-9"19'-10"22'-0"16'-6"13'-8"15'-3" <br />43550S162 25'-7"21'-4"23'-9"17'-11"14'-10"16'-7" <br />43 <br />33 <br />33600S137 <br />600S137 <br />600S162 <br />21'-4"17'-10"19'-10"14'-10"12'-4"13'-9" <br />23'-1"19'-2"21'-4"16'-2"13'-5"14'-11" <br />24'-4"20'-4"22'-7"16'-10"14'-1"15'-8" <br />43600S162 26'-3"21'-10"24'-4"18'-4"15'-3"17'-0" <br />= STUD OR JOIST, = TRACK, = CHANNEL,S T U <br />= FURRINGF <br />- <br />NOTE: ALL STUD INFORMATION IS BASED ON: <br />CEMCO ICC ES ESR-3016 OR CLARKDIETRICH ICC ESR-116P <br />SCALE: <br />ALLOWABLE CEILING SPANS <br />N.T.S. <br />SE <br />E <br /> <br />R <br />C <br />P <br />45 DEG. <br />12 <br />" <br /> <br />( <br />U <br />. <br />N <br />. <br />O <br />. <br />) <br />BRACE TO STRUCTURE, ALTERNATE <br />SIDES. USE METAL STUDS AT 8'-0" <br />O.C. MAX., MATCH WALL STUD SIZE <br />& GAUGE (3 5/8" 20 GA. MIN.) <br />PROVIDE BENT LEG & FASTEN TO <br />TOP TRACK. MAX LENGTH OF <br />BRACE 25'-0" <br />TOP TRACK SECURED TO WALL <br />BRACE WITH (2) #8 SHEET METAL <br />SCREWS <br />INSULATION WHERE OCCURS, SEE <br />WALL TYPE SCHEDULE <br />5/8" GYP. BD. EACH SIDE OVER <br />METAL STUDS, SEE METAL STUD <br />TABLE FOR SIZE & SPACING <br />CEILING JOISTS AT 16" O.C., SEE <br />RCP & CEILING JOISTS TABLE. <br />ATTACHED WITH #10 SMS EACH <br />SIDE, EACH END. <br />SCALE: <br />PARTITION TO ABOVE CEILING <br />3"=1'-0" <br />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 />13 <br />A6.1SEE FOR WALL SWAY BRACE <br />5/8" GYP. BD. ESR-1338 ATTACHED <br />WITH #6 SCREWS @ 8" O.C. EDGES <br />AND 12" O.C. FIELD <br />CONTINUOUS TRACK WITH (2) #12 <br />SMS TO EACH METAL STUD <br />NOTE: <br />ALL SCREWS <br />ESR-3223 <br />11 <br />10 1 <br />9 <br />2 <br />5 <br />THE FOLLOWING SPANS ARE BASED UPON STUDS HAVING A 1-5/8" LEG WITH A 3/8" RETURN. <br />DOUBLE STUDS ARE CONNECTED TOGETHER IN THE SHAPE OF A , WITH ONE #6 SHEET <br />METAL SCREW AT 16" O.C.. ATTACH THE METAL STUD TO THE T-BAR MAIN RUNNER WITH TWO <br />#8 SCREWS. SEE DETAILS FOR ATTACHMENT TO STRUCTURE ABOVE. <br />DBL 1-5/8 x 25 GA <br />STEEL STUDS <br />3-5/8" X 20 GA. STUDS- SCREWED W/ 7/16" 9 GA. FRAMING <br />SCREWS @ 24" O.C. STAGGERED- SANDWICH MAIN RUNNER <br />BACK. & ATTACH W (3) 7/16" FRAMING SCREWS. <br />PRE-MANUFACTURED STRUTS MAY ONLY BE USED IF ENGINEERING IS APPROVED BY THE <br />BUILDING DEPARTMENT. GC TO SUBMIT FOR APPROVAL. <br />6' <br />- <br />0 <br />" <br />METAL STUDS: <br />MANUFACTURED STRUTS: <br />MAIN RUNNER <br />2" MAX <br />3-5/8" x 25 GA. <br />OC TYP. <br />12'-0" <br />12 <br />' <br />- <br />0 <br />" <br />OC <br /> <br />T <br />Y <br />P <br />. <br />MAIN RUNNER <br />TO 20'-0" <br />TO 10'-0" <br />TO 8'-0" <br />SUSPENDED CEILING SYSTEM, <br />SEE REFLECTED CEILING PLAN <br />FOR SPECIFICATIONS. <br />ICC ESR-2631 <br />(CHICAGO METALLIC), OR <br />ICC ESR-1222 <br />(USG INTERIORS), OR <br />ICC ESR-1308 <br />(WORTHINGTON ARMSTRONG <br />VENTURE) <br />CIRCLE INDICATES REQUIRED <br />LOCATION OF COMPRESSION <br />STRUTS. SEE BELOW. <br />20GA. MTL. STD COMPRESSION STRUT @ EA. SET OF <br />BRACING WIRES W/(2) #8 SHEET MTL. SCREWS TO THE <br />GRID, SPAN PER TABLE ABOVE. <br />SUSPENDED CEILING <br />SYSTEM. SEE CEILING PLAN. <br />(2) STUD ORIENTATION <br />12GA. BRACING W/4 TIGHT TURNS IN 1 1/2" EACH END. <br />SPLAY WIRE BRACING IN CLUSTERS OF FOUR WIRES <br />ATTACHED TO MAIN RUNNER WITHIN 2" OF A CROSS TEE <br />SECTION. OCCUR WHEN CEILING AREA EXCEEDS 1000 SF <br />CROSS <br />RUNNER <br />LATERAL FORCE BRACING: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO <br />THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. LATERAL FORCE BRACING <br />SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. <br />LATERAL FORCE BRACING MEMBERS MUST BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL <br />PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZ. FORCES. <br />BRACING WIRES MUST BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER <br />THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL <br />LOADS, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. <br />ATTACHED <br />UNATTACHED <br />UN <br />A <br />T <br />T <br />A <br />C <br />H <br />E <br />D <br />AT <br />T <br />A <br />C <br />H <br />E <br />D <br />DBL 2-1/2" x 25 GA TO 15'-0" <br />DBL 3-5/8" X 20 GA <br />CEILING SYSTEMS ARE TO BE <br />ATTACHED ONLY AT 2 ADJACENT <br />WALLS OR SOFFITS <br />MA <br />X <br />. <br />LARR #24299 <br />12GA. VERTICAL HANGER WIRE @ 4'-0" O.C. EACH WAY (4' <br />O.C. AT MAIN RUNNER) MINIMUM 3 TIGHT TURNS IN 1-1/2" <br />BOTH ENDS TYPICAL <br />THE FOLLOWING INSTALLATION DETAILS ARE TO BE CONSIDERED TO BE COMPLYING WITH THE <br />ABOVE REQUIREMENTS. <br />NOTES: <br />1.WHERE THE ROOF SYSTEM IS COMPOSED OF WOOD BEAMS, PURLINS, AND SUB-PURLINS, THE <br />2 X 4 SUB-PURLINS ARE NOT TO BE CONSIDERED AS STRUCTURAL MEMBERS SUPPORTING <br />THE ROOF. <br />2.CEILING SUSPENSION SYSTEM SHALL COMPLY WITH 803.9 AND 2506.2.1. COMPONENTS <br />SHALL BE ASTM "HEAVY DUTY" CLASS. <br />3. THE COMPRESSION STRUT SHALL BE VERTICAL, AND SHALL NOT HANG MORE THAN 1 IN 6 <br />OUT-OF-PLUMB. <br />ACOUSTICAL CEILING SUSPENSION SYSTEM <br />SEISMIC JOINT IF REQ'D. <br />PER PLAN <br />LATERAL FORCE BRACING AND SUSPENSION <br />LIGHT FIXTURE <br />FIRE <br />SPRINKLER <br />** <br />* <br />* <br />* = 45° <br />LARR #25764 <br />LARR #25032 <br />CEILING GRID <br />SUSPENDED <br />LIGHT FIXTURE <br />(LESS THAN 56 LBS.) <br />LATERAL FORCE BRACING MEMBERS <br />MUST BE SPACED A MINIMUM OF 6" <br />FROM ALL HORIZONTAL PIPING OR <br />DUCT WORK THAT IS NOT PROVIDED <br />WITH BRACING RESTRAINTS FOR <br />HORIZ. FORCES. BRACING WIRES <br />MUST BE ATTACHED TO THE GRID <br />AND TO THE STRUCTURE IN SUCH A <br />MANNER THAT THEY CAN SUPPORT <br />A DESIGN LOAD OF NOT LESS THAN <br />200 POUNDS OR THE ACTUAL LOADS, <br />WHICHEVER IS GREATER, WITH A <br />SAFETY FACTOR OF 2. <br />PROVIDE MINIMUM OF 2 SCREWS AT <br />OPPOSIT CORNERS OF SUPPORT <br />WIRES, OR SCREW ON T-BAR <br />SAFETY CLIPS AT SIDES OR ENDS. <br />TWO (2) NO. 12 GAUGE WIRES <br />MUST BE SECURED FROM LIGHT <br />& MECHANICAL FIXTURES AT <br />OPPOSING CORNERS ALONG THE <br />FIXTURE'S DIAGONAL. WIRES <br />MAY BE SLACK. <br />WHEN HEAVY-DUTY <br />CEILING SYSTEMS ARE <br />USED, SUPPLEMENTAL <br />HANGERS ARE NOT <br />REQUIRED IF A 48" <br />MODULAR HANGER <br />PATTERN IS <br />FOLLOWED. <br />HEAVY-DUTY CEILING <br />SYSTEMS <br />SEISMIC JOINT CLIP <br />TWO PIECE UNIT W/ <br />SLOTS <br />HORIZONTAL SEISMIC SLOT <br />VERTICAL POSITIONING STAMP <br />MAIN BEAM: SJMR <br />CROSS TEE: SJCG <br />SILHOUETTE AND INTERLUDE <br />CROSS TEE: SJCSI <br />ICC ESR-1308 <br />LARR # 25032 <br />USG ACM7 <br />ICC ESR-1222 <br />OR <br />CHICAGO METALIC <br />SST <br />ICC ESR-2631 <br />OR <br />LARR # 25764 <br />(ARMSTRONG "SJCG" SHOWN) <br />ARMSTRONG SEISMIC JOINT <br />CLIP WORK WITH <br />ARMSTRONG 15/16" AND <br />9/16" GRID SYSTEMS. <br />(PRELUDE, SUPRAFINE AND <br />SILHOUETTE <br />WALL OR SOFFIT <br />CLOSURE ANGLE <br />MOLDING 7800 <br />WHERE WALL REMAINS <br />UNATTACHED TO CLOSURE <br />ANGLE, 3/4" CLEARANCE TO <br />BE MAINTAINED <br />ACOUSTICAL PANEL <br />SUSPENDED CEILING <br />GRID <br />3/4" <br />LOOSE SCREW <br />"UNATTACHED WALL" <br />ARMSTRONG BERC2 <br />ICC ESR-1308 <br />8" MAX. <br />SEISMIC CLIP SYSTEM <br />ANCHOR TO WALL OR <br />SOFFIT BY #6 SCREWS AT <br />24" O.C.PERIMETER HANGER WIRE <br />AT ALL MAIN RUNNERS AND <br />CROSS TEES <br />LARR # 25032 <br />"UNATTACHED WALL" <br />USG ASM7 <br />ICC ESR-1222 <br />OR <br />HANGER AND PERIMETER WIRES <br />MUST BE PLUMB WITHIN 1 IN 6 <br />UNLESS COUNTER SLOPING WIRES <br />ARE PROVIDED <br />"UNATTACHED WALL" <br />CHICAGO METALIC <br />ICC ESR-2631 <br />OR <br />WALL OR SOFFIT <br />CLOSURE ANGLE <br />MOLDING 7800 <br />ACOUSTICAL PANEL <br />SUSPENDED CEILING <br />GRID <br />TIGHT SCREW <br />8" MAX. <br />SEISMIC CLIP SYSTEM ANCHOR TO <br />WALL OR SOFFIT BY #6 SCREWS <br />AT 24" O.C. <br />PERIMETER HANGER WIRE <br />AT ALL MAIN RUNNERS AND <br />CROSS TEES <br />"ATTACHED WALL" <br />ARMSTRONG BERC2 <br />ICC ESR-1308 <br />LARR # 25032 <br />"ATTACHED WALL" <br />USG ASM7 <br />ICC ESR-1222 <br />OR <br />HANGER AND PERIMETER WIRES <br />MUST BE PLUMB WITHIN 1 IN 6 <br />UNLESS COUNTER SLOPING WIRES <br />ARE PROVIDED <br />"ATTACHED WALL" <br />CHICAGO METALIC <br />ICC ESR-2631 <br />OR <br />2" <br />2" <br />CEILING LAY-IN TILES <br />(LARR #24646) <br />MAIN TEE <br />THE FIRST CEILING TILE SHALL <br />BE A MINIMUM 3/4" CLEAR FROM <br />WALL SURFACE. <br />16 GAUGE ANGLE FINISHED TO <br />MATCH GRID. <br />MINIMUM 2" HORIZONTAL WALL <br />ANGLE LENGTH SHALL BE USED <br />AT PERIMETER WALLS AND AT <br />INTERIOR FULL HEIGHT <br />PARTITIONS. <br />3/4" <br />MIN <br />NOTE: <br />THIS DETAIL SHALL BE USED IN CONDITIONS <br />WHERE THE SPAN OF THE CEILING SYSTEM <br />EXCEEDS 25 FEET IN BOTH DIRECTIONS. <br />DS/MH <br />23-16 <br />2 <br />1SCALE: <br />SEISMIC JOINT CLIP <br />3"=1'-0" <br />SCALE: <br />LIGHT FIXT. AT SUSPENDED CEILING <br />N/A <br />SCALE: <br />UNATTACHED CLOSURE ANGLE <br />3"=1'-0" <br />SCALE: <br />ATTACHED CLOSURE ANGLE <br />3"=1'-0" <br />SCALE: <br />CEILING AT PERIMETER WALL <br />3"=1'-0" <br />SCALE: <br />SUSPENDED CEILING <br />N/A <br />GYPSUM BOARD SOFFIT <br />USE METAL STUDS @ <br />24" O.C. MAX. MATCH <br />WALL STUD, SIZE, & <br />GAUGE <br />SE <br />E <br /> <br />R <br />C <br />P <br />N. <br />T <br />. <br />S <br />. <br />SE <br />E <br /> <br />R <br />C <br />P <br />METAL STUD WALL BRACE <br />AT 8'-0" O.C. MAX. WITH <br />(3) #10 METAL SCREWS AT <br />EACH END <br />SCALE: <br />SOFFIT <br />1-1/2"=1'-0" <br />STRUCTURE ABOVE <br />METAL STUD - SEE <br />STRUCTURAL DRAWINGS <br />SCALE: <br />ACCESS PANEL <br />3"=1'-0" <br />METAL OR DRYWALL ACCESS <br />PANEL (BY OTHERS) SPECIFICATION <br />BY ARCHITECT, REFERENCE <br />ACCESS PANEL LITERATURE FOR <br />REQUIRED SUPPORT AND <br />ATTACHMENT DETAILS. <br />5/8" GYPSUM BOARD <br />3-5/8" METAL STUD. <br />7 <br />11 <br />A6.1 <br />7 <br />A6.1 <br />800 N Tustin Ave Unit <br />#H1/23/2025
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