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Home My WebLink AboutA.0009 (Architectural)1 1/4" PLY 6" TILE WITH COVE BASE, QT-2 PROVIDE HOLE/S FOR ELECTRIC AFTER INSTALLATION AND OWNER SIGNED APPROVAL - PROVIDE FINISH EDGES OR PLASTIC CAP ADJUSTABLE SHELF PT-1 ON COUNTER FACADE OVER PLY WD AND STL FRAME, CLASS "C" FIRE RATING GALVANIZED COVE BASE PER DETAIL PROVIDED BY VENDOR. 6" QUARRY TILE WITH COVE BASE, QT-2 1 2" PLYWOOD BLOCKING STAINLESS STEEL TOP LAMINATE TO (2) LAYERS OF 5 8" BIRCH PLYWOOD W/ 6 1 4" 1 4" CHAMFER AT FRONT EDGE ONLY. BACK EDGE S.S. CONTINUOUS 2X WOOD BLOCKING FRP AS SPECIFIED, W-1 5 8" GYP. BOARD 3 5 8" METAL STUDS @16" O.C. SILICONE SEAL 5 8" CEMENT BOARD TO 12" ABOVE FLOOR 1 2" BIRCH VENEER PLYWOOD PANEL WITH 1 4" CHAMFERED EDGE AT SIDES AND BOTTOM, CLASS "C" FIRE RATING 2"x6" BLOCKING AT WOOD STUD WALLS (OMIT BLOCKING AT MASONRY OR CONC. WALL) - TYPICAL GRAB BAR SHALL BE 1-1/2" MAX., OUTSIDE DIA.- TYPICAL AND1/8"x3" DIAMETER MOUNTING 1/8"x2" BENT PLATE WELDED TO RAIL PLATE @ 4'-0" 2-#10 TEK SCREWS TRACK 600T200-33 EACH STUD WATER HEATER STRAP BOLTED TO WALL NOTE: SEE P-SHEETS FOR MFG SPECS AND WATER HEATER DETAIL WATER HEATER SEE SCHEDULE ON PLUMBING SHEETS RAISE CLG OVER WATER HEATER AS REQUIRED VERIFY HEIGHT OF LAY-IN CLG. THIS CEILING TO BE WASHABLE TILES IN PREP/ KITCHEN AREA. MOP SINK. SEE PLUMBING. OVERLAY FRP OVER FLANGE OF MOP SINK. NOTE: FABRICATE SHELVING TO HOLD MIN. 350 LBS 6" QUARRY COVE BASE IN KITCHEN 3-5/8" 20ga. STUDS @ 6" O.C. MOP SINK- SEE PLUMBING SHEETS FRP W/ SILICON SEALANT 6" HIGH VINYL COVE BASE MOP RACK ON WALL SHEET METAL PAN (CUSTOM FIT) PROVIDE DRAIN TO MOP SINK 3-5/8" TRACK FRP FINISH ON ALL SIDES - 5/8" TYP X GYP BD ON 3 5/8" WALL STUDS ALL SIDES SCREWED 8" O.C. 3-5/8" 20ga. STUDS @ 12" O.C. 9'-0" C-2 6'-0" WASHABLE LAY-IN CEILING IN SERVICE AREA 10'-0" A.F.F. PLYWOOD 3'-0" 9 1/2" 8'-0" A.F.F. OPEN SHELVING 1'-2 1/2" LAY-IN CEILING IN DINING SEE R.C.P. 5/8" GYPSUM BOARD WRAPPED AROUND EDGE OF WALL 6" 3-5/8" X 20 GAGE METAL STUDS AT 24" O.C. (TYP) WALL CONT. 3-5/8" X 20 GAGE METAL STUDS FASTENED TO EXISTING TRUSSES WITH TRUSS CLIPS AND SCREWS AT EACH TRUSS EXISTING STEEL TRUSS CONT. 3-5/8" X 20 GAGE METAL STUDS WITH 3 8 SCREWS PER STUD 3" X 3" X 16 GAGE X 3" LONG CLIP ANGLE W/ 3 8 SCREW THRU EA. LEG (TYP) 3-5/8" X 20 GAGE DIAGONAL BRACE @ 24" O.C. STAGGERED EA. SIDE OF WALL CONT. 3-5/8" X 20 GAGE METAL STUDS FASTENED TO EXISTING TRUSSES WITH TRUSS CLIPS AND SCREWS AT EACH TRUSS MEMBRANE SEALER MUST BE UP WALLS MIN. OF 12" 6" QUARRY COVE BASE IN KITCHEN 6X6 QUARRY TILE FLOORING IN KITCHEN 6" HIGH APPROVED TILE BASE WITH 3/8" COVE 3-5/8" MTL STUDS AT 16" O.C. W/ 1/2" GYPSUM BOARD EACH SIDE WALL FINISHES PER PLANS - AFFIXED TO WALL PER MFG SPECIFICATIONS GYPSUM BOARD PANELS MANUFACTURED BY USG, FLAME SPREAD RATING OF 15, SMOKE DEVELOPED O, MEETS ASTM C36 FRP EXISTING DECK EXISTING JOIST 3 5/8" 20 20 GA MTL. STUD BRACING ATTACH MTL STUD TO TRUSS JOIST W/ 2-#10 TEK SELF DRILLING SCREWS @ EA END OF STUD 3 5/8" METAL STUD @ 24" O.C. TO FORM VERTICAL FACE OF FURR DOWN SOLID MTL STUD BLK'G BETWEEN SUPPORTS EACH SIDE 3- #10 TEK SCREWS 3 5/8" 25 GA MTL BRACES AT 48" O.C. (2) #10 TEK SCREWS AT CONNECTIONS 2 X 6 LAID FLAT EXISTING TRUSS (2) #10 TEK SCREWS INTO TOP CHORD OF OPEN WEB JOISTS 1/2" TYP X GYP BD OVER 3 5/8" MTL STUDS LAY-IN CLG (TYP) #12 GA. WIRE HANGER TO STRUCTURE AT EACH CORNER OF FIXTURE ATTACH SLACK WIRES DIRECTLY TO FIXTURE AT DIAGONAL CORNERS TO STRUCTURE ABOVE ATTACH FIXTURE TO CEILING SUSPENSION SYSTEM WITH POSITIVE CLAMP DEVICES HAVING CAPACITY OF 100% OF LIGHTING FIXTURE WEIGHT IN ANY DIRECTION NOTE: SEE SHEET A3 CEILING PLAN FOR INFORMATION AND CEILING TILE DESIGN / LAYOUT. 3'' MAX. TYP. .125 DIA POWDER ACTUATED FASTENERS @ 48" OC (HLTI OR EQ) ICC# ESR 2269 LAY-IN CLG (TYP) SEE PLAN EXISTING JOIST PROJECT NAME AND LOCATION : no. distribution date A project no: dwg no: no. revision date ISSUE DATE 12.21.17 1 B SUBMITTAL DATE THIS DRAWING AND ITS CONTENTS ARE CONSIDERED INSTRUMENTS OF SERVICE. AS SUCH THEY ARE COPYRIGHTED PROPERTY OF RUN RUN DESIGN, LLC. THE USE OF THESE DRAWINGS ARE LIMITED TO THIS SPECIFIC PROJECT AND ARE NOT TO BE OTHERWISE REPRODUCED IN ANY WAY OR USED FOR SUPPLEMENTAL LOCATIONS WITHOUT WRITTEN PERMISSION FROM RUN RUN DESIGN, LLC. SHEET NAME: DRAWING REVISIONS: STORE #791 4335 W. 106TH STREET UNIT #1200 CARMEL, IN 48032 12.22.17 STATE COMMENTS 01.11.18 2 3 STATE COMMENTS 02.14.18 17-085 STATE COMMENTS 01.30.18 DINING ROOM FLOORING RATED DESIGN # U419 NOTE: USE WATER-RESISTANT GYPSUM BOARD IN ALL BATHROOMS, BACKWALL AND SIDEWALLS OF SINKS MOP SINK AND ALL OTHER AREAS THAT ARE SUBJECT TO SPLASH OF WATER 1 LAYER 5/8" GYPSUM BOARD TYPE "X" EACH SIDE OF METAL STUD 3 5/8" METAL STUDS @ 16" O.C. (USE 6" STUDS FOR HEIGHT OVER 14 FT) SEE ROOM FINISH SCHEDULE FOR FINISH FLOOR SUSPENDED CEILING, (SEE CEILING PLAN) DO NOT SCREW STUDS TO ROOF DECK, INSTEAD BRACE THEM TO BOTTOM OF JOISTS .125 DIA POWDER ACTUATED FASTENERS @ 48" O.C. (HLTI OR EQ) ICC#ESR 2269 METAL STUD RUNNER AT BOTTOM PLATE R-13 BATT INSULATION, FULL THICKNESS OF WALL SEE ROOM FINISH SCHEDULE FOR BASE SEE FINISH SCHED. ON A2.0 & INT. ELEVATIONS FOR FINISH SEE PLAN 1/2" TYPE 'X' GYPSUM BOARD 3 5/8" METAL STUDS AT 16" O.C. .125 DIA POWDER ACTUATED FASTENERS @ 48" O.C. (HLTI OR EQUAL) ICC# 2269 SEE ROOM FINISH SCHEDULE FOR BASE SEE ROOM FINISH SCHEDULE FOR FINISH FLOOR SUSPENDED CEILING, (SEE CEILING PLAN) METAL STUD RUNNER AT TOP PLATE METAL STUD BRACING AT 4'-0" O.C. - MIN. 20 GA. ATTACHED TO ROOF STRUCTURE ABOVE AND ANGLE BRACKET AT TOP OF WALL METAL STUD RUNNER AT BOTTOM PLATE SEE FINISH SCHED. ON A2 & INT. ELEVATIONS FOR FINISH NOTE: REFER TO 1/A3.0 FOR STUD GAUGE LIMITING HEIGHT SCHEDULE FOR ASSEMBLY EXTEND GYPSUM BOARD TO DECK AND SEAL FOR FIRE AND SMOKE 2- #10 TEK SCREWS AT CONNECTIONS DETAILS A6.0 1 SCALE: NTS NOT USED 3 SCALE: 3/4" = 1'-0" WATER HEATER 4 SCALE: NTS GRAB BAR DETAIL 8 SCALE: NTS LIGHT FIXTURE BRACING 7 SCALE: 3/4" = 1'-0" SOFFIT OVER FRONT COUNTER 5 SCALE: NTS NOT USED 9 SCALE: NTS HEADER 13 SCALE: NTS WALL PARTITION 14 SCALE: NTS 1-HR RATED WALL ASSEMBLY 10 SCALE: 1" = 1'-0" FRONT COUNTER 11 SCALE: 1" = 1'-0" SERVICE LOW WALL 15 SCALE: NTS BRACE AT DECK 16 SCALE: NTS BRACE AT ROOF FRAMING 12 SCALE: NTS WALL SECTION AT FLOOR NOTE: REFER TO 1/A3.0 FOR STUD GAUGE LIMITING HEIGHT SCHEDULE FOR ASSEMBLY 03/19/18 Nick Mishler