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I. SUPPORT EACH LIGHT FIXTURE INDEPENDANTLY OF CEILING GRID WITH (1) <br /> #12 WIRE AT 2 OPPOSITE CORNERS. PROVIDE EARTHQUAKE CLIPS AT ALL HUB TABLE LIGHTS ARE <br /> FLUORESCENT FIXTURES DIMENSIONED FROM TOP OF TABLE i <br /> 2. WIRES SHALL BE ATTACHED TO GRID AND STRUCTURE SIO THAT THEY CAN TO BOTTOM OF LIGHT FI❑TURE <br /> 200 LB. (MIN.) OR ACTUAL LOAD (WHICHEVER IS GREATER) WITH A <br /> SAFETY FACTOR OF 2. <br /> NOTE: GC TO DRILL 1/2" DIA. HOLE, IN <br /> SEE DETAIL 20 FOR CEILING GRID METAL CHANNEL TO ACCOMODATE <br /> o CONNECTION TO (E) STRUCTURE DECORATIVE COFFERED MOUNTING PENDANT LIGHTS PER <br /> o CEILING TILES, REFER TO DIMENSIONS SPECIFIED. CENTER <br /> oREFLECTED CEILING HOLES IN CHANNEL. <br /> PLAN POWER AND DATA <br /> cn <br /> FROM CEILING <br /> <— <br /> W Z <br /> &o <br /> a� <br /> 0 Q <br /> O U <br /> z� <br /> O m <br /> ULL <br /> 2 <br /> LU 01 30" 27" 27" 27" — 27" - 30" <br /> LU <br /> wUSE CAUTION IN MODIFYING AA <br /> 0'o TILES TO ACCEPT PENDANTS; V!v 1 architecture <br /> LU <br /> Design SUGGEST USING HOLE SAW IN Planning Interiors <br /> o REVERSE TO PREVENT DAMAGE E37 5th Avenue San Rafael, CA 94901 <br /> o m TO TILE 415-451-2500 415-451-2595 fa I <br /> www.vmarch.com <br /> w o 2X2 T- GRID CEILING SYSTEM, REFER <br /> Ir <br /> o TO REFLECTED CEILING PLAN VMI JOB NUMBER <br /> a <br /> 3:LU18142 <br /> W U <br /> 0-o CEILING DETAIL @ PENDANT FIXTURE N.T.S. 17 NOT USED N.T.S. 1 <br /> Z o <br /> o <br /> O m SEE DETAIL 20 FOR CEILING GRID �� ����AR/Uj <br /> � <br /> CONNECTION TO (E) STRUCTURE <br /> CC❑ D 1E❑ _ <br /> RECESSED CAN LIGHT �� �� 38° 34" 3�' <br /> w J <br /> EQUIPPED WITH HANGING BARS, 45 1/ ° 30�� CHARGING STRIP No. C17928 <br /> REFER TO ELECTRICAL 4 <br /> DRAWINGS <br /> o STANDARD T-GRID DECORATIVE COFFERED tl� � IIx <br /> Uj}a SECTIONS OF T-GRID CEILING TILES, REFER TO T.O. TABLE OP C AA <br /> Q o REFLECTED CEILING <br /> o cn <br /> o F PLAN <br /> ww <br /> CO <br /> o, <br /> U O <br /> U= <br /> o U _ T.O_TABLE F1 I <br /> >z <br /> m� <br /> o�LU <br /> U)L <br /> �w <br /> w� <br /> mLU <br /> J= <br /> Q~ <br /> m <br /> z� 2X2 T-GRID CEILING <br /> o SYSTEM, REFER TO <br /> oz REFLECTED CEILING PLAN <br /> C/)o <br /> w o USE CAUTION IN MODIFYING TILE TO <br /> w o ACCEPT LIGHT: SUGGEST USING HOLE <br /> 0 U SAW IN REVERSE TO PREVENT DAMAGE <br /> Q C, TO TILE <br /> FINISH FLOOR <br /> co <br /> Z C, <br /> �Z <br /> co Uj <br /> w� <br /> 00 <br /> CEILING DET. @ RECESSED FIXTURE N.T.S.1 18 HUB TABLE LIGHT DETAIL NTS 6 NOT USED N.T.S. 2 <br /> Qm <br /> =0 <br /> U� <br /> U LL <br /> U)Z <br /> 0 O <br /> O� <br /> of STRUCTURE <br /> Z' COMPRESSION STRUT ELECTRICAL SPRING CLIP <br /> oz 20 GA. S.S. CORNER GUARD- <br /> METALLIC TUBING SIZE VERTICAL ANTI UPLIFT STRUT OF 112"RIGID N TOP OF BASE TO BOTTOM OF WALL SUBSTRATE PER SHT.A1.0 RECORD DATES <br /> F (DIA.) L (MAX.�HT.) CONDUIT AT 144 SQ FT OR LESS NOTCH <br /> CLG. -ATTACH W/CONST. DD SUBMITTAL <br /> "Z 3�4" 5'-02" LOWER END TO FIT OVER RUNNER WITH 114" I ADHESIVE BLDG.SUBMITTAL 3/29/2019 <br /> LU U)LU~ 6'-6" DIA MB AND 318"DIA X 3112" WEJ IT EYE I CAULK BID SET <br /> 1-1/4)) 8'-6" BOLTS TO STRUCTURE ABOVE. WALL TILE PER SCHEDULE WALL FINISH PER INTERIOR CONTRACT SET <br /> �L) 1-1/2" 9'-10" <br /> 12 -7„ <br /> Z o <br /> ELEVATIONS <br /> o 2-1/2" 16'-6" <br /> _ _ __ __ REVISIONS <br /> Z z 20;-2;; WRAP HANGER WIRE AROUND TRUSS CAULK <br /> 26 —0 CHORD WITH 5 FULL TWISTS. I SURFACE BULLNOSE PER THIS DETAIL PROVIDED FOR <br /> o FINISH SCHEDULE <br /> REPLACING DAMAGED TILE IN <br /> a~ 20 GA. S. <br /> S. CORNER GUARD WALL TILE PER FINISH KITCHEN, ONLY IF REQUIRED <br /> o 0 I rice TOP OF BASE TO BOTTOM OF <br /> � SCHEDULE <br /> w�o <br /> CLG. -ATTACH W/CONST. WALL FINISH PER SCHEDULE <br /> 0 0= 12" ADHESIVE <br /> 0 o COMPRESSION STRUT:#12 GALV.WIRE <br /> c' o Z IN THIN WALL EMT.ATTACH WIRE TO <br /> Z <br /> FRAMING ABOVE (PROVIDE COVE BASE TILE-SET FLUSH W/ <br /> in 00 o STAINLESS STEEL WIRES WHERE �4-12GA LATERAL BRACE WIRES @ 12'-0" FLOOR TILE <br /> �5 w o SCHED'D) OC EACH WAY SPLAY AT 90 FROM EACH ALUMINUM SCHLEUTER TRIM <br /> OTHE <br /> STRIP. WITH WAINSCOT CLIENT BELOW CHAIR RAILn <br /> o 0 <br /> = w PRB MANAGEMENT, LLC. <br /> cu ¢J k o <br /> = w m TILE INSTALLATION REQUIRES MANUFACTURERS STANDARD <br /> o w o , WOOD CHAIR RAIL PER SCHEDULE 4709 Mangels Blvd. <br /> w o MITRE CORNERScn <br /> , TYPICAL MOLDED CORNERS AT BOTH INSIDE AND OUTSIDE CORNERS. <br /> ,CA 94534 <br /> w 45� HANGER WIRE AT 48"O.C.&WITHIN 6" SS. CORNER GUARD N.T.S. 15 FINISH TRANSITIONS N.T.S. 7 BASE @ WALL TILE 3" = 1'-0 3 DAVEFarfielaFULWILER <br /> Z m TYP MA <br /> a o OF END OF CARRING CHANNEL <br /> C� Li LL <br /> 70O w o <br /> o 0 0 <br /> =J o PROJECT <br /> N <br /> '� M <br /> O TACO BELL REMODEL <br /> w a o PLYWOOD SHEATHING 2407 W.MARCH LANE, <br /> � OU <br /> C� w I IG SUBSTRATE <br /> =Z STOCKTON,CA 95207 <br /> Q o WALL SUBSTRATE PER SHT.A1.0 E.I.F.S. <br /> MAIN TEE, USE HEAVY DUTY METAL GRID. <br /> U }z STORE#15842 <br /> i mo <br /> WASHER <br /> o z R TEE E HEAVY D TY METAL RID. WALL FINISH PER INTERIOR SEALANT <br /> Z C OSS , US U G <br /> M� o C ELEVATIONS — <br /> o o w BLOCKING AS REQUIRED <br /> CD HANGER WIRE AT 48"O.C.&WITHIN 6" PVC (SCH 40) BUSHING- FILL WITH 2010" <br /> n O <br /> i w 1❑2 CHAIR RAIL <br /> Q> <br /> OF END OF CARRING SEALANT � �� <br /> O REF. A7.2 0 <br /> 00,,, T.O. CHAIR RAIL o <br /> NOTES: FASTENER AS REQUIRED <br /> 1. SEE CBC SECTION 1613.1 AND ASCE 7-0513.5.69 FOR 70 <br /> ow ADDITIONAL INFO. NOTE: WAINSCOT <br /> a 2. SUPPORT EACH LIGHT FIXTURE INDEPENDANTLY OF �� INSTALL BUSHING AFTER E.I.F.S, REF. A7.2 AND <br /> o a FINISH PER SCHEDULE <br /> = CEILING GRID WITH (1) #12 WIRE AT 2 OPPOSITE APPLICATION HAS HARDENED. DRILL INTERIOR ELEVATIONS <br /> U) zz J CORNERS. PROVIDE EARTHQUAKE CLIPS AT ALL HOLE SLIGHTLY LARGER THAN <br /> m� FLUORESCENT FIXTURES BUSHING THROUGH INSULATION <br /> o' o <br /> N, N 3. WIRES SHALL BE ATTACHED TO GRID AND FINISH PER SCHEDULE �� ONLY, STOP AT PLYWOOD. CAULK <br /> w o STRUCTURE SIO THAT THEY CAN 200 LB. (MIN.) OR <br /> OPENING PRIOR TO INSERTING <br /> FINISH <br /> w ww ACTUAL LOAD (WHICHEVER IS GREATER) WITH AFASTENER TO SEAL PENETRATION. <br /> II <br /> SAFETY FACTOR OF 2. r- = ='; 1 ` .- r; _ _ II DETAILS <br /> �' y <br /> 0 4. STRUT&BRACING WIRES SHALL BE AT SAME - - _ ' �� NOTE: SEE INTERIOR <br /> cc Z o LOCATIONS AND MUST START WITHIN 6'. y jV = - <br /> ^''" � ; "� ELEVATIONS FOR <br /> co <br /> co "= 5. INSTALL CEILING TO MEET ASTM C625 AND C636. <br /> w <br /> Z3 o Q FINISHES <br /> ¢z A1100 <br /> i6 w w <br /> Q CEILING DETAIL N.T.S. 20 NOT UESD N.T.S. 16 BASE AT DINING EXTERIOR WALLS N.T.S. 12 CONNECTION THRU STUCCO 3° = 1" 8 CHAIR RAIL DETAIL 3° = V-0° 4 <br />