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18362S125SECTION: (MIL)4 PSFLATERAL SUPPORT OF COMPRESSION FLANGEUNSUPPORTEDJOIST SPACING (IN.) O.C.JOIST SPACING (IN.) O.C.12'-8"12"16"24"10'-0"11'-7"9'-3"12"16"24"7'-7"8'-7"MID-SPAN27362S12515'-0"12'-4"13'-11"10'-8"8'-10"9'-10"30362S12515'-6"12'-10"14'-4"11'-0"9'-1"10'-2"33362S12516'-2"13'-3"14'-10"11'-5"9'-5"10'-7"43362S12517'-9"14'-8"16'-5"12'-8"10'-5"11'-8"27362S13717'-2"14'-3"15'-11"12'-0"10'-0"11'-2"33362S13718'-4"15'-2"16'-11"12'-11"10'-8"11'-11"43362S13720'-0"16'-7"18'-6"14'-3"11'-8"13'-2"33362S16220'-10"16'-6"18'-11"14'-8"12'-2"13'-7"43362S16222'-8"18'-0"20'-7"16'-2"13'-4"14'-11"27400S12515'-5"12'-9"14'-3"10'-11"9'-1"10'-1"30400S12516'-0"13'-2"14'-9"11'-4"9'-4"10'-5"33400S12516'-7"13'-8"15'-3"11'-9"9'-8"10'-10"43400S12518'-3"15'-0"16'-10"13'-0"10'-8"12'-0"27400S13717'-7"14'-8"16'-4"12'-4"10'-3"11'-5"33400S13718'-9"15'-7"17'-4"13'-3"10'-11"12'-3"43400S13720'-7"17'-0"19'-0"14'-7"12'-0"13'-6"33400S16221'-5"17'-9"19'-10"15'-0"12'-6"13'-11"43400S16223'-4"19'-4"21'-7"16'-7"13'-8"15'-3"27600S12517'-11"14'-9"16'-6"12'-5"10'-4"11'-6"334330600S125600S125600S12518'-5"15'-3"17'-1"12'-9"10'-8"11'-10"18'-11"15'-10"17'-7"13'-2"11'-0"12'-3"20'-6"17'-0"19'-0"14'-6"11'-11"13'-4"33600S13721'-5"17'-10"19'-10"14'-11"12'-5"13'-9"43600S13723'-1"19'-3"21'-5"16'-3"13'-5"15'-0"33600S16224'-5"20'-5"22'-8"16'-11"14'-1"15'-8"43600S16226'-4"21'-11"24'-4"18'-5"15'-3"17'-0"CEILING SPAN TABLE NOTES:1. VALUES ARE FOR SINGLE SPANS.2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL.3. FOR FULLY BRACED CEILINGS, USE MID-SPAN BRACED VALUES.4. END BEARING LENGTH = 1" MINIMUM.(EXAMPLE: 6" = 600 X 1/100 INCHES)ALL MEMEBER DEPTHS ARE TAKEN IN 1/100INCHES. FOR ALL "T" SECTIONS MEMBERDEPTH IS THE INSIDE DIMENSION.MEMBER DEPTH:FLANGE WIDTH:(EXAMPLE: 1 5/8" = 1.625" ~162X 1/100 INCHES) ALLFLANGEWIDTHS ARE TAKEN IN1/100INCHES.STYLE:(EXAMPLE: STUD OR JOIST SECTION = S )THE FOUR ALPHA CHARACTERS UTILIZEDBY THE DESIGNATOR SYSTEM ARE:(EXAMPLE: 0.054 IN. = 54MILS; 1 MIL =1/1000 IN.)MATERIAL THICKNESS ISTHE MINIMUM BASEMETAL THICKNESS INMILS. MINIMUM BASEMETAL THICKNESSREPRESENTS 95% OF THEDESIGN THICKNESS.S = STUD OR JOIST, T = TRACK, U = CHANNEL, F= FURRINGNOTE:ALL JOIST INFORMATION IS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION(SSMA)ICC ESR-3064P-MATERIAL THICKNESS:600S16254INDICATES THAT WEB STIFFENERS ARE REQUIRED AT ENDS METAL STUD.TYPE "X" GYPSUM BOARDTAPED AND FINISH SMOOTHFOR PAINT FINISH.ACOUSTICAL CEILING TILE.WITH 2" MIN. WALL ANGLE.8 GA. HANGER WIRE TOSTRUCTURE ABOVE, 4'-0" OC.WITH 4 WIRES SPLAYED 90^ IN4 DIRECTIONS, 45 DEG. MAX.FROM CEILING PLANE.5/8" GYP. BRD. TYPE "X"ALL EDGES SUPPORTED1 1/2" COLD ROLLEDSTEEL AT 48" O.C., 20GAUGE20 GAUGE WIRETYPE "S" SCREW@ 8" O.C.NOTE: VERIFY ASSEMBLY WITH TRUSSMFG. WHERE 1 HR ASSEMBLY ISREQUIREDFURRINGCHANNEL AT 24"O.C. 20 GAUGE2" MAXCROSS RUNNERMAIN RUNNERAT ALL PIPES & DUCTS, ETC.PROVIDE 6" CLEARANCEANCHOR WIRES TOSTRUCTURE ABOVENOTE:ALL WIRES 12 GA.LATERAL BRACING: 4-12 GA. WIRES SECUREDTO MAIN RUNNER WITHIN 2" OF CROSS RUNNERINTERSECTION AND SPLAYED 90° FROM EACHOTHER AT ANGLE NOT TO EXCEED 45° FROMTHE PLANE OF THE CEILING TYP. @ 12'-0" EA.WAY BEGINNING 6'-0" MAX. FROM WALL.AT SUSPENDED CEILING:VERTICAL HANGER WIRE AT4'-0" O.C. W/ (2) 1 1/2" x9" GA. STAPLES @ LOOP &(1) ACROSS LAP. 3 FULLTURNS MINIMUM WITHIN 3"LENGTHAT OPEN GRID: VERTICALSUSPENSION WITH THREADEDROD PER OTHER DETAILS.BRACING WIRES MUST BEATTACHED TO THE GRID ANDTO THE STRUCTURE IN SUCHA MANNER THAT THEY CANSUPPORT A DESIGN LOAD OFNOT LESS THAN 200 POUNDSOR THE ACTUAL LOADS,WHICHEVER IS GREATER, WITHA SAFETY FACTOR OF 2.45° 4 5 °45°45°(HEAVY DUTY)(HEAVY DUTY)SEE ALSO DETAIL16/ THIS SHEET.SUSPENDEDCEILING GRIDLIGHT FIXTURE(LESS THAN 56 LBS.)LATERAL FORCE BRACING MEMBERS MUSTBE SPACED A MINIMUM OF 6" FROM ALLHORIZONTAL PIPING OR DUCT WORK THAT ISNOT PROVIDED WITH BRACING RESTRAINTSFOR HORIZ. FORCES. BRACING WIRES MUSTBE ATTACHED TO THE GRID AND TO THESTRUCTURE IN SUCH A MANNER THAT THEYCAN SUPPORT A DESIGN LOAD OF NOT LESSTHAN 200 POUNDS OR THE ACTUAL LOADS,WHICHEVER IS GREATER, WITH A SAFETYFACTOR OF 2.PROVIDE MINIMUM OF 2 SCREWSAT OPPOSIT CORNERS OFSUPPORT WIRES, OR SCREW ONT-BAR SAFETY CLIPS AT SIDESOR ENDS.TWO (2) NO. 12 GAUGE WIRESMUST BE SECURED FROM LIGHT& MECHANICAL FIXTURES ATOPPOSING CORNERS ALONG THEFIXTURE'S DIAGONAL. WIRES MAYBE SLACK.FOUR (4) NO. 12 GAUGEWIRES MUST BE ATTACHEDTO THE GRID MEMBERSWITHIN 3" OF EA. CORNEROF EA. FIXTURE WHENINTERMEDIATE CEILINGSYSTEMS AREUSED.NOTE: TIE 2 ADJACENT WALLS TOCEILING MAIN & CROSS RUNNERACOUSTICAL CEILINGMIN.#12 GAUGECEILING GRID USES #12GUAGESPLAY WIRE HANGERS AT 45DEG. AND 90 DEG. TO EACHOTHER (4 WIRES) BEGINNING48" FROM STARTING POINT OFGRID AND TILE LAYOUT AND INBOTH DIRECTIONS AT 12'-0"THEREAFTER ALLCLEARANCES. TIES TO WALL, ETC.TOCONFORM TO STATE & LOCALCODES.3/8" MIN.CLR.45°8" ELEVATION3/8" MIN. CLR. 4''-0"12'-0".4'-0". MAX.SEEPLAN12'-0".12'-0".4'-0".2 1/2" METAL STUD.TYPE "X" GYPSUM BOARDTAPED AND FINISH SMOOTHFOR GLOSS PAINT FINISH.OPEN TO STRUCTUREMETAL STUD.TYPE "X" GYPSUM BOARDTAPED AND FINISH SMOOTHFOR PAINT FINISH.ACOUSTICAL CEILING TILE.WITH 2" MIN. WALL ANGLE.AXIOM CLASSIC 6"ADJUSTABLE TRIM CLIPMAIN BEAM PRELUDE HD 12"CLIP-ON PANELACOUSTICAL CEILING TILE.WITH 2" MIN. WALL ANGLE.5/8" GYPSUM BOARDALLOWABLE CEILING SPANS - L/24012" = 1'-0"3CEILING TRANSITION3" = 1'-0"11LIGHT FIXTURE @ SUSP. CEILING12" = 1'-0"8GYPSUM BOARD CEILING3" = 1'-06CEILING HEADER TRANSITION3" = 1'-0"5SUSPENDED CEILING GRID12" = 1'-0"10SUSPENDED ACOUSTICAL CEILING3" = 1'-0"9CEILING HEADER TRANSITION3" = 1'-0"14ASSEMBLY CLIP - ON3" = 1'-0"13GYPSUM BOARD TRANSITION3"=1'-0"17REVISIONSALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PROJECT ARCHITECT.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED.W:\Data\Golden Gate Bell\21036_GGB_Tracy_STracyBlvd_30810\03_cd\_current\604_21036_A6-2_RCP Details.dwg By: PMOSS Saved on:3/16/2022 12:44:25 PM RECORD DATESDD SUBMITTALBLDG. SUBMITTALBID SETCONTRACT SET-07/02/2021-VMI JOB NUMBER21036CLIENTGOLDEN GATE BELL3120 S. DURANGO DRIVELAS VEGAS, NV 89117Contact: Chris Czyz, (602) 714-3099SITE #30810PROJECTTACO BELL REMODEL915 S. TRACY BLVD.TRACY, CA. 95376APN #TBDENDEAVORSUCCESSOR637 5th Avenue San Rafael, CA 94901415-451-2500 415-451-2595 faxwww.vmarchitecture.comDesign ~ Planning ~ InteriorsN IATAFOCTEOFLIRS L TCEDDNo. C17928REN. 10/31/23UGHH A MYHPURRRWDEAAI E C NSECHTIA6.2CEILINGDETAILSDetl-004 CeilingGridDetail16CEILING GRID DETAIL3" = 1'-0"SUSPENDED CEILING COMPLIANCE NOTES (PER CBC 10 & ASCE 7-05 SECTION 13.5.6):A.A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.B.THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2 INCHES. IN EACH ORTHOGONAL HORIZONTAL DIRECTION ,ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE 3/4 INCHCLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON CLOSURE ANGLE.C.FOR CEILING PLAN INDICATE WHICH ON IS THE FIX SIDE OF FLOATING SIDE OF CEILING LAYOUT.D.FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOTEXCEEDING 2,500 SF SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSIS ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBEDSEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATETHE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH ITEM B AND HORIZONTALRESTRAINTS OF BRACING IN ACCORDANCE WITH ITEM C. THIS ITEM APPLIES TO CENTER OF TI, SHOW LOCATION OF SEISMIC JOINT IN PLAN AND CROSSREFERENCE AND APPLICABLE DETAIL, IF USING SPECIFIC MANUFACTURE'S DETAIL THEN NEED TO SPECIFY THE SAME SYSTEM THRU OUT, DO NOTCOMBINE MANUFACTURES.E.EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATION SHALL HAVE A 2 INCHOVERSIZED RING, SLEEVES, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTALDIRECTIONS.F.CHANGES IN CEILING PLAN ELEVATIONS SHALL BE PROVIDED WITH POSITIVE BRACING.G.CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING.CEILING NOTES:1.ALL HANGER WIRE SHALL BE #12 GALV WIRE ORCODE-APPROVED EQUAL2.ALL HANGERS AND RUNNERS SHALL BE ACCURATELYLEVELED AND BE SPACED IN ACCORDANCE WITHMANUFACTURERS SPECS3.ALL INTERSECTIONS AND CONNECTION ACCESSORIESTHROUGHOUT SHALL BE CAPABLE OF WITHSTANDINGDESIGN LOADS REQUIRED BY LOCAL CODES4.AT LIGHT FIXTURES PROVIDE #12 GALV WIRE AT DIAGONALOPPOSED5.SEE ELECTRICAL DRAWINGS AND REFLECTED CEILINGPLANS FOR LOCATION AND DIRECTIONS OF LIGHTFIXTURESSTRUCTURESPRING CLIPVERTICAL ANTI UPLIFT STRUT OF 1/2" RIGIDCONDUIT AT 144 SQ FT OR LESS NOTCHLOWER END TO FIT OVER RUNNER WITH 1/4"DIA MB AND 3/8" DIA X 3 1/2" WEJ-IT EYE BOLTSTO STRUCTURE ABOVE.4 -12GA LATERAL BRACEWIRES @ 12'-0" OC EACHWAY SPLAY AT 90 FROMEACH OTHER.HANGER WIRE AT 48" O.C. & WITHIN6" OF END OF CARRING CHANNELMAIN TEE, USE HEAVYDUTY METAL GRID.CROSS TEE, USE HEAVY DUTY MEAL GRID.HANGER WIRE AT 48" O.C. & WITHIN 6" OF END OF CARRINGCOMMPRESSION STRUT: #12 GALV. WIRE INTHINK WALL EMT. ATTACH WIRE TOFRAMING ABOVE (PROVIDE STAINLESSSTEEL WIRES WHERE SCHED'D)COMPRESSION STRUTELECTRICAL METALLICTUBING SIZE(DIA.) L(MAX.HT.)1/2"3/4"1"1-1/4"1-1/2"2"2-1/2"3"4"4'-0"5'-2"6'-6"8'-6"9'-10"12'-7"16'-6"20'-2"26'-0"NOTES:1.CEILING SHALL COMPLY WITH CBC SECTION 1613.1 ASCE 7-16, 13.5.6.2.2 AND ASCE 7-05 13.5.69.2.SUPPORT EACH LIGHT FIXTURE INDEPENDANTLY OF CEILING GRID WITH (1) #12 WIRE AT 2OPPOSITE CORNERS. PROVIDE EARTHQUAKE CLIPS AT ALL FLUORESCENT FIXTURES.3.WIRES SHALL BE ATTACHED TO GRID AND STRUCTURE SIO THAT THEY CAN 200 LB. (MIN.) ORACTUAL LOAD (WHICHEVER IS GREATER) WITH SAFETY FACTOR OF 2.4.STRUT & BRACING WIRES SHALL BE AT SAME LOCATIONS AND MUST START WITHIN 6'8" MAX.±10°12 GA. VERTICALHANGAR WIRE(OPTIONAL).CROSS TEE WITH MS 274 2" PERIMETERMOLDING - IBC CATEGORIES D, E, FNOTE USE HEAVY DUTY T-BAR GRIDACCM 7 WALL ATTACHMENT CLIP45°TYP MAX2" MAX7/8"2"MIN.6118T-BAR CONNECTION AT TRUSSES6" = 1'-0"BOTTOM CORD OF TRUSSESHILTI X-CC - U CEILING CLIPW/ #10 SDST-BAR SUPPORT WIRES.WRAP HANGER WIREAROUND TRUSS CHORDWITH 5 FULL TWISTS.