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LATERAL BRACING:4-12 GA.WIRES SECURED MEMBER DEPTH: FLANGE WIDTH: TO MAIN RUNNER WITHIN 2"OF CROSS RUNNER E:6"= 600 X 1/100 INCHES) (EXAMPLE: 1 5/8"= 1.625" INTERSECTION AND SPLAYED 90° FROM EACH AT SUSPENDED CEILING: ALL(EXAMPLE-MEM DEPTHS ARE TAKEN IN 1/100 162 12 THE PLANE OF THE CEILING TYP. @ 12'-0"EA. 4'-0"O.C.W/(2)1 1/2"x OTHER AT ANGLE NOT TO EXCEED FROM VERTICAL HANGER WIRE AT ACOUSTICAL CEILING TILE. INCHES. FOR ALL"T"SECTIONS MEMBER X 1/100 INCHES)ALL FLANGE DEPTH IS THE INSIDE DIMENSION. 5/8"GYPSUM BOARD WAY BEGINNING 6'-0"MAX. FROM WALL. 9"GA.STAPLES @ LOOP& WITH WALL ANGLE. WIDTHS ARE TAKEN IN (1)ACROSS LAP.3 FULL 600 S 162 - 54 AXIOM CLASSIC 6" TURNS MINIMUM WITHIN 3" STYLE: 1/100 ACOUSTICAL CEILING TILE. LENGTH INCHES. (EXAMPLE:STUD OR JOIST SECTION =S) WITH WALL ANGLE. THE FOUR ALPHA CHARACTERS UTILIZED MATERIAL THICKNESS: ANCHOR WIRES TO AT OPEN GRID:VERTICAL z BY THE DESIGNATOR SYSTEM ARE: U o ADJUSTABLE TRIM CLIP MAIN BEAM PRELUDE HD 12" STRUCTURE ABOVE SUSPENSION WITH THREADED (EXAMPLE:0.054 IN. = 54 ROD PER OTHER DETAILS. S=STUD OR JOIST,T=TRACK, U=CHANNEL, F MILS; 1 MIL=1/1000 IN.) aw = FURRING F MATERIAL THICKNESS IS wNOTE: THE MINIMUM BASE 0z METAL THICKNESS IN ® o 0 1 0 0 0 0 0 0 �� O ALL WIRES 12 GA. o cS o _ MILS. MINIMUM BASE `° c zMETAL THICKNESS o m d 3o` ' o PROVIDE 6"CLEARANCE REPRESENTS 95%OF THE e s AT ALL PIPES&DUCTS, ETC. DESIGN THICKNESS. V, A� CLIP ON PANEL 0 BRACING WIRES MUST BE Uj Uj ATTACHED TO THE GRID AND METAL STUD. V!v{1 arCkIteCture o TO THE STRUCTURE IN SUCH w W[IfMAIN RUNNER CROSS RUNNER A MANNER THAT THEY CAN Design - Planning - Interiors C) (HEAVY DUTY) (HEAVY DUTY) SUPPORT A DESIGN LOAD OF TYPE"X"GYPSUM BOARD 637 5th Avenue San Rafael, CA 94901 P `Uj ° NOT LESS THAN 200 POUNDS TAPED AND FINISH SMOOTH CEILING SPAN TABLE NOTES: 415-451-2500 415-451-2595 fax W > SEE ALSO DETAIL OR THE ACTUAL LOADS, FOR PAINT FINISH. www.vmarch.com w 16/THIS SHEET. WHICHEVER IS GREATER,WITH C) A SAFETY FACTOR OF 2. VMI JOB NUMBER LU U 20049 GYPSUM BOARD TRANSITION 3°=1'-0° 17 ASSEMBLY CLIP - ON 3° = 1' 0" 13 SUSPENDED ACOUSTICAL CEILING 3" = 1' 0" 9 CEILING HEADER TRANSITION 3" = 1'-0" 5 ARCS oILU MIN.#12 GAUGE NOTE:VERIFY ASSEMBLY WITH TRUSS 1. VALUES ARE R SINGLE SPANS. 2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL. � y�Al? o m MFG.WHERE 1 HR ASSEMBLY IS TYPE"S"SCREW y �� 0,w REQUIRED @ 8"O.C. 3. FOR FULLY BRACED CEILINGS, USE MID-SPAN BRACED VALUES. 0 m v, 3/8" MIN. o? ACOUSTICAL CEILING TILE. a 4. END BEARING LENGTH = 1"MINIMUM. WITH WALL ANGLE. CLR. 0 F ACOUSTICAL CEILING 2" MAX 4 PSF x No. 017928 z Uj 8" ELEVATION CEILING GRID USES#12 FURRING LATERAL SUPPORT OF COMPRESSION FLANGE REN. 10/31/23 UNSUPPORTED MID-SPAN U) cI' co o NOTE:TIE 2 ADJACENT WALLS TO GUAGE CHANNEL AT 24" JOIST SPACING(IN.)O.C. JOIST SPACING(IN.)O.C. �� 1 > a CEILING MAIN&CROSS RUNNER SPLAY WIRE HANGERS AT 45 O.C.20 GAUGE 0 SECTION: MIL z ( ) 12 16 24 12 16 24 w �F CALZ�� Q o DEG.AND 90 DEG.TO EACH < a F 9'-3" 8'-7" 11'-7" 10'-0" Q° 362S125 18 - -OTHER(4 WIRES)BEGINNING M ui om 48"FROM STARTING POINT OF ° 362S125 27 10'-8" 9'-10" 8'-10" 15-0" 13'-11" 12'-4" Lu v 0 = GRID AND TILE LAYOUT AND IN D o �� p p BOTH DIRECTIONS AT 12'-0" 362S125 30 11'-0" 10'-2" 9'-1" 15'-6" 14'-4" 12'-10" W >_ z p THEREAFTER ALL W oCLEARANCES. Q 362S125 33 11'-5" 10'-7" 9'-5" 16'-2" 14'-10" 13'-3" LU `• =; TIES TO WALL, ETC.TO ° 362S125 43 12'-8" 11'-8" 10'-5" 17'-9" 16'-5" 14'-8" cl) U) w w U CONFORM TO STATE&LOCAL ° I w m L Z CODES. ° 20 GAUGE WIRE W _ w g o METAL STUD. w ° o + M O In W w o TYPE"X"GYPSUM BOARD o 362S162 33 14'-8" 13'-7" 12'-2" 20'-10" 18'-11 16'-6" 8 GA. HANGER WIRE TO 1 1/2"COLD ROLLED < w o TAPED AND FINISH SMOOTH = Q CD" STRUCTURE ABOVE,4'-0"OC. STEEL AT 48 O.C.,20 362S162 43 16'-2" 14'-11" 13'-4" 22' 8" 20'-7" 18'-0" _ FOR PAINT FINISH. GAUGE ~ ly Q WITH 4 WIRES SPLAYED 90^ IN cn Of cli o SEE 16'-0". 12'-0". 4'-0". 4 DIRECTIONS,45 DEG. MAX. 5/8"GYP. BRD.TYPE"X" N z PLA FROM CEILING PLANE. ALL EDGES SUPPORTED u� w 2 o s z L w NOT USED N.T.S. 1 8 CEILING HEADER TRANSITION 3 — 1 0 14 SUSPENDED CEILING GRID 12 — 1'-0 10 GYPSUM BOARD CEILING 3" = 1' 0 6 M w _ II _ N o -o 40OS137 27 12'-4" 11'-5" 10'-3" 17'-7" 16'-4" 14'-8" N o Q STRUCTURE 400S137 33 13'-3" 12'-3" 10'-11" 18'-9" 17'-4" 15'-7" z '> SPRING CLIP o w Q 40OS137 43 14'-7" 13'-6" 12'-0" 20'-7" 19'-0" 17'-0" o o COMPRESSION STRUT VERTICAL ANTI UPLIFT STRUT OF 112"RIGID co o LL ELECTRICAL METALLIC CONDUIT AT 144 SQ FT OR LESS NOTCH 40OS162 33 15'-0" 13'-11" 12'-6" 21'-5" 19'-10" 17'-9" RECORD DATES LL o TUBING SIZE LOWER END TO FIT OVER RUNNER WITH 1/4" 40OS162 43 16'-7" 15'-3" 13'-8" 23'-4" 21'-7" 19'-4" DD SUBMITTAL Q N (DIA.) L(MAX.HT.) DIA MB AND 3/8"DIA X 3 112"WEJ-IT EYE BOLTS 2 1/2"METAL STUD. 60OS125 27 12'-5" 11'-6" 10'-4" 17'-11" 16'-6" 14'-9" 10 BLDG.SUBMITTAL 2/4/2022 0 _U) 1/ 2" 4'-0" TO STRUCTURE ABOVE. ? BID SET SUSPENDED COMPLIANCE NOTES(PER CBC 10&ASCE 7 05 SECTION 13.5.6): 600S125 30 12'-9" 11'-10" 10'-8" 18'-5" 17'-1" 15'-3" CONTRACT SET z =w 314" 5-2" z 1" 6'-6" WRAP HANGER WIRE = o o A. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. 1-1/4" 8'-6" AROUND TRUSS CHORD OPEN TO STRUCTURE 60OS125 33 13'-2" 12'-3" 11'-0" 18'-11" 17'-7" 15'-10" w I- B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2 INCHES. IN EACH ORTHOGONAL HORIZONTAL DIRECTION , 1-1/2" 9' 10° WITH 5 FULL TWISTS. REVISIONS ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE.THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE 3/4 INCH 2" 12'-7" _ 600S125 43 14'-6" 13'-4" 11'-11" 20'-6" 19'-0" 17'-0" 0 ¢ CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON CLOSURE ANGLE. 2 1/2" 16'-210 2/1/2022 TB Corp Review z C. FOR CEILING PLAN INDICATE WHICH ON IS THE FIX SIDE OF FLOATING SIDE OF CEILING LAYOUT. 3" 20'2" D. FOR CEILING AREAS EXCEEDING 2,500 SF,A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT 4" 26'-0" 0 J o o EXCEEDING 2,500 SF SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSIS ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED - '=' = 0- I`� 60OS162 33 16'-11" 15'-8" 14'-1" 24'-5" 22'-8" 20'-5" o SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE w o o Z THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH ITEM B AND HORIZONTAL 60OS162 43 18'-5" 17'-0" 15'-3" 26'-4" 24'-4" 21'-11" 0 w S RESTRAINTS OF BRACING IN ACCORDANCE WITH ITEM C.THIS ITEM APPLIES TO CENTER OF TI,SHOW LOCATION OF SEISMIC JOINT IN PLAN AND CROSS 0- z 0 a REFERENCE AND APPLICABLE DETAIL, IF USING SPECIFIC MANUFACTURE'S DETAIL THEN NEED TO SPECIFY THE SAME SYSTEM THRU OUT, DO NOT NOTE: ALL JOIST INFORMATION IS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION J w z COMBINE MANUFACTURES. COMMPRESSION STRUT:#12 GALV.WIRE IN (SSMA) ICC ESR-3064P 0 U Z E. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATION SHALL HAVE A 2 INCH THINK WALL EMT.ATTACH WIRE TO TYPE"X"GYPSUM BOARD 621 o OVERSIZED RING, SLEEVES, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL FRAMING ABOVE(PROVIDE STAINLESS TAPED AND FINISH SMOOTH 'D 4-12GA LATERAL BRACE WIRES @ 12'-0"OC EACH FOR GLOSS PAINT FINISH. _ cfl o Q STEEL WIRES WHERE SCHED )DIRECTIONS. WAY SPLAY AT 90 FROM EACH OTHER QI w < F. CHANGES IN CEILING PLAN ELEVATIONS SHALL BE PROVIDED WITH POSITIVE BRACING. o 2 G . CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. CLIENT (=> w m C14 PRB MANAGEMENT INC w o I x ° rn w c 4709 Mangels Blvd. z m ° ° CEILING TRANSITION 3" = 1'-0" 11 ALLOWABLE CEILING SPANS - L/240 12" = 1'-0" 3 Fairfield,CA 94534 a LouQ SITE#:3560 o 45° HANGER WIRE AT 48"O.C.&WITHIN ENTITY#: CQ�I J TYP MAX ° 6"OF END OF CARRING CHANNEL TWO(2)NO. 12 GAUGE WIRES LATERAL FORCE BRACING MEMBERS MUST "I o= MUST BE SECURED FROM LIGHT BE SPACED A MINIMUM OF 6"FROM ALL PROJECT o W� ° ° &MECHANICAL FIXTURES AT HORIZONTAL PIPING OR DUCT WORK THAT IS TACO BELL 'o co o O ° OPPOSING CORNERS ALONG THE NOT PROVIDED WITH BRACING RESTRAINTS co w CEILING NOTES: CROSS TEE WITH MS 274 2"PERIMETER AX FIXTURE'S DIAGONAL.WIRES MAY FOR HORIZ. FORCES. BRACING WIRES MUST 532 WEST HAMMER LN I o MOLDING-IBC CATEGORIES D,E,F BE SLACK. BE ATTACHED TO THE GRID AND TO THE STOCKTON, CA. 95210 a� Z U 1. ALL HANGER WIRE SHALL BE#12 GALV WIRE OR 6 STRUCTURE IN SUCH A MANNER THAT THEY mo CODE-APPROVED EQUAL 12 GA.VERTICAL CAN SUPPORT A DESIGN LOAD OF NOT LESS APN#000-000-000 �, FOUR(4)NO. 12 GAUGE co in 2. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY 1 HANGAR WIRE THAN 200 POUNDS OR THE ACTUAL LOADS, � LEVELED AND BE SPACED IN ACCORDANCE WITH (OPTIONAL). MAIN TEE,USE HEAVY WIRES MUST BE ATTACHED WHICHEVER IS GREATER,WITH A SAFETY cn o TO THE GRID MEMBERS 0 MANUFACTURERS SPECS 8 MAX. DUTY METAL GRID. FACTOR OF 2. �I Z� 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES ±10° WITHIN 3"OF EA.CORNER o z w THROUGHOUT SHALL BE CAPABLE OF WITHSTANDING CROSS TEE,USE HEAVY DUTY MEAL GRID. OF EA. FIXTURE WHEN v o DESIGN LOADS REQUIRED BY LOCAL CODES INTERMEDIATE CEILING LIGHT FIXTURE 4Lp CO o IELL o C) HANGER WIRE AT 48"O.C.&WITHIN 6"OF END OF CARRING SYSTEMS ARE (LESS THAN 56 LBS.) U = w 4. AT LIGHT FIXTURES PROVIDE#12 GALV WIRE AT DIAGONAL USED. E N D EAVO R w OPPOSED a 5. SEE ELECTRICAL DRAWINGS AND REFLECTED CEILING 0 0 0 d�o NOTES: SUCCESSOR M 11/13/2020 altg Q PLANS FOR LOCATION AND DIRECTIONS OF LIGHT o ° m 1. CEILING SHALL COMPLY WITH CBC SECTION 1613.1 ASCE 7-16, 13.5.6.2.2 AND ASCE 7-05 13.5.69. Z = FIXTURES o z Q 7l8" 2. SUPPORT EACH LIGHT FIXTURE INDEPENDANTLY OF CEILING GRID WITH(1)#12 WIRE AT 2 CONSTRUCTION C> a co NOTE USE HEAVY DUTY T-BAR GRID 0 OPPOSITE CORNERS.PROVIDE EARTHQUAKE CLIPS AT ALL FLUORESCENT FIXTURES. c Zz 2" E w o MIN. ACCM 7 WALL ATTACHMENT CLIP 3. WIRES SHALL BE ATTACHED TO GRID AND STRUCTURE SIO THAT THEY CAN 200 LB.(MIN.)OR DETAILS ZM 2 w ACTUAL LOAD(WHICHEVER IS GREATER)WITH SAFETY FACTOR OF 2. PROVIDE MINIMUM OF 2 SCREWS w Uj Uj AT OPPOSIT CORNERS OF coa cy SUSPENDED SUPPORT WIRES, OR SCREW ON CEILING a o 4. STRUT&BRACING WIRES SHALL BE AT SAME LOCATIONS AND MUST START WITHIN 6' CEILING GRID T-BAR SAFETY CLIPS AT SIDES Do C6 v c'� � wo OR ENDS. w CU0 � 0s co6mSQ z o o � Q CEILING GRID DETAIL 3" = 1'-0" 6 LIGHT FIXTURE @ SUSP. CEILING 12° = 1 0 8