WORK PLANS - Laserfiche WebLink

Home Browse Search

REVISIONS BY FASTEN WIRES TO BOTTOM OF TRUST CORD WITH HILTI EYE LAG CEILING HANGER - 1/4" PROVIDE VERTICAL STRUT OF CONTINUOUS LENGTH OF CEILING GRID CEILING AREAS OF 144 SQ. FT. OR LESS SURROUNDED BY ■ EL WS. OR APPROVED EQUAL. MATERIAL OR OTHER APPROVED LIGHT METAL FRAMING MATERIAL WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE ATTACHED TO MAIN RUNNER AND TO STRUCTURE ABOVE TO SHALL NOT REQUIRE THE DIAGONAL BRACING WIRES. U COUNTERACT UPLIFTING FORCES OF EACH VERTICAL WIRE SHALL BE ATTACHED EACH END WITH MIN. SPLAY WIRES - 12 G.A. @ 12'-0" O.C. IN PLANE SPLAYED WIRES. 3 TURNS. OF EACH RUNNER. TIE BOTH ENDS W/ MIN. 3 TURNS IN 1" OF RUN TYPICAL. CEILING GRID SHALL BE INSTALLED LEVEL TO WITHIN VERTICAL WIRES 12 GA. @ 4'-0" O.C. 1/8" IN 12'. VERTICAL 01 ALL WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT. FOR CEILING AREAS EXCEEDING 1,000 S.F. HORIZONTAL WIRES - 12 GA. '^ r RESTRAINT OF THE CEILING TO THE STRUCTURE SHALL BE PROVIDED. IUI `., M 45 MAX. W ''^^ r 45 MAX. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE � � Ll l INDEPENDENTLY SUPPORTED AND BRACED INDEPENDENTLY — M THE CEILING. SU I '^ SUSPENDED CEILING SHALL BE SUBJECT TO THE SPECIAL r, LI I INSPECTION REQUIREMENTS OF SECTION 1704. U SUSPENDED CEILING SHALL BE SUBJECT TO THE SPECIAL CJ INSPECTION REQUIREMENTS OF SECTION 1704. CEILING AREAS OF 1000 SQ. FT. OR LESS SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE 8-�jq C'�F ❑ 0 SHALL NOT REQUIRE THE DIAGONAL BRACING WIRES. "r W n L N �- EACH VERTICAL WIRE SHALL BE ATTACHED EACH END WITH MIN. 0 r 544 3 TURNS. 45 MAX. M 45-MAX. 5 Mq/NRS �P� — j LO w X �� giNR CEILING GRID SHALL BE INSTALLED LEVEL TO WITHIN �� NNFR -� T ❑ 0 LOCAL KINKS OR BENDS SHALL NOT BE MADE IN HANGER C� S i LL GFz -I WIRES AS A MEANS OF LEVELING MAIN RUNNERS. 0 ❑ ALL WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT. Ll Z A HEAVY DUTY T-BAR SYSTEM SHALL BE USED. ALL CEILING MOUNTED LIGHT FIXTURES SHALL BE ATTACHED TO THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SUSPENDED CEILING GRID, IN SHALL NOT BE LESS THAN 2 INCHES. IN EACH ORTHOGONAL L ADDITION 12 GA. HANGER WIRES SHALL BE ATTACHED TO THE GRID HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL WITHIN 3" OF EACH CORNER OF THE BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN rym� LLJ '�//�� x„ FIXTURE. TWO ADDITIONAL WIRES SHALL BE CONNECTED TO THE EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 INCH 12; �yQ' W V CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE TY,o tiff 0 W LIGHT HOUSING AND TO THE r STRUCTURE ABOVE (THESE WIRES MAY BE SLACK). FREE TO SLIDE ON THE CLOSURE ANGLE. J -3L0� M 1 rrnn iW WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING A7.4 W (n r MATERIAL OR EQUIPMENT, NOR SHALL ^' THEY BE CLOSER THAN 5" FROM ANY UN-BRACED HORIZONTAL �[ PIPING OR DUCTWORK. A TRAPEZE OR U ❑ Ln SIMILAR DEVICE SHALL BE USED WHERE OBSTRUCTIONS OCCUR. 1 SEISMIC BRACING DETAIL 2 SUSPENDED CEILING BRACINGC] r M W a A7.3 3/8" = 1'-0" A7.3 1/8" = 1'-0" WN � kz 0- 5 O A7.3 jEXISTING STRUCTURE STEEL STUD DEFLECTION TRACK aeD ARC"/ (SSFASTA 362T250-33 or ENED A ENED TO UNDERSIDE STRUCTURE �G�� J s�'�p - WITH #10 SCREWS @ 8" O.C. „ CEILING STRUCTURE O , I C-25449 sT s-sa21 � RENEWAL DATE FOF CA��F� LINE OF EXISTING STRUCTUR STOP GYP. BOARD 3" BELOW 0'0'� L EXISTING STRUCTURE • 20 GAUGE STEEL STUDS 20 GAUGE STEEL STUDS (ESR-3016) (SSMA 3625137-33 or SSMA 600S137-33) (SSMA 362S137-33 or SSMA 600S137-33) OPTION B: ATTACH METAL RUNNER L` @ 16" O.C. UNLESS NOTED OTHERWISE. @ 16" O.C. UNLESS NOTED OTHERWISE. TO UNDERSIDE OF STRUCTURE& crumbL LU STOP GYP. BOARD AT 4" FROM o HIGHEST CEILING cookies LU ;. W _ _ _ - INTERIOR TENANT L ALL BRACES SHALL BE 3-5/8" IMPROVEMENT LU X 20 GA. WITH (2) #8 STS AT :`• EACH END OF EACH BRACE- o TYP. 864 W BOENJAAMOIN HOLT U_ STOCKTON, CA 95207 OPTION-A: STOP WALL AT 4" FROM HIGHEST CEILING AND CROSS BRACE RUNNER OF WALL TO STRUCTURE EVERY 4'-0" O.C. A.P.N.: SEE WALL TYPE FRANCHISE OWNER KTK CO STEEL STUD TRACK e STEEL STUD TRACK (ESR-3016) CRUMBL COOKIES- STOCKTON (SSMA 362T150-33 or SSMA 600T150-33) (SSMA 362T150-33 or SSMA 600T150-33) FASTENED TO EXISTING SLAB WITH 0.157' - FASTENED TO EXISTING SLAB WITH 0.157" LINE OF FINISH CEILING AS OCCURS. DIAMETER, POWDER ACTUATED ,'_ DIAMETER, POWDER ACTUATED FASTENERS @ 8" O.C. FASTENERS @ 8" O.C. DRAWN :e CONTINUOUS, FLEXIBLE -_ CONTINUOUS, FLEXIBLE STUD WALL AS OCCURS. Author SEALANT (OPTIONAL) SEALANT (OPTIONAL) CHECKED Designer °a• EXISTING SLAB °a• _ - EXISTING SLAB DATE ° 5/25/2021 3:28:42 PM SCALE AS SHOWN INTERIOR WALLS DETAIL - TO INTERIOR WALLS DETAIL - 6" ABOVE JOB NO. 21-070 3 STRUCTURE 4 CEILING 5 WALL BRACING DETAIL SHEET A7.3 3" = 1'-0" A7.3 3" = 1'-0" A7.3 1 1/2" = 1'-0" A70 OF SHEETS