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MIN. 2-#8 METAL SCREWS �� 362VS125-33 w DIAGONAL BRACING SPACED ® 48" O.C. 362VS125-33 ® 16" 2 - MAXIMUM 1/2 GRATE 1 STAGGERED SEE Q OPENING O.C. (WH. OCCURS) - I DETAIL m ,1 FLOOR BEYOND I ` 3cn 00 o SET DRAIN TO ALLOW DOOR - z m o 0 FOR 1/2" QUARRY TILE CO � o 0 1/8" PER FT. SLOPE SLOPE GYP. BD. CEILING (�_ _ _% SUSPENDED O �_ WHERE OCCURS ACOUSTICAL CEILING > LARR #2404 WH. OCCURS u ° ° EXTRUDED ALUM PROVIDE MTL STOP & CONT @g SEALANT GYP. BDMTL STUD FRAMING, . CEILING SJB Brands, LLC THRESHOLD SET IN EXTEND 6" ABOVE � 17915 SKY PARK CIRCLE, SUITE J, 5/8" TYPE CONT. SEALANT BED 14 BID. EA SIDE X GYP. CEILING HEIGHT Z TEL: (949 )475 0VINE, CA 146 D p D D 3-5/8" X 25 GA. FAX:(949)475-0137 "HILTI" POWER-DRIVEN PINS METAL STUDS @ 16" Uj 24" O.C. MAX. TYP. U.N.O. O.C. (U.N.O.) "CEMCO" N FLOOR DRAIN PER ICC-ES ESR-1663 METAL STUDS/VIPER THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND PLUMBING DRAWINGS AND CONCRETE FLOOR SLAB 2 STUDS ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN (EXISTING TO REMAIN OR SPECIFICATIONS a 1 w LARR #25646 ICC-ESR 2620 THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART SAW-CUT AND FILL AS FLOOR LINE THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN FLOOR FINISH AS SCHEDULED CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE NECESSARY FOR SLOPE) ©JBASE AS SCHEDULED \Q _ N SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND N Q cV a DEVELOPED WITHOUT THE WRITTEN CONSENT OF GARY WANG & \g a ASSOCIATES. VISUAL CONTACT WITH THESE DRAWINGS AND a SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; FLOOR DRAIN - SECTI_____(::ON 9 TYPICAL T H E R S H OL D 9 TY P. NON-BEARING PARTITION - SECTION CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SCALE: 1 1/2"=1'-D" 1/2 SCALE: N.T.S. AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST METAL STUDS: DIETRICH, ESR-1166P BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING WITH THE FABRICATION. COLD STORAGE ROOM METAL STUDS: VIPER STUDS RAISED CURB (IF ANY) BY CEMCO 362VS125-33 METAL ARCHITECT ------------ ICC-ESR 2620 STUD BRACE AT 48' O.C. -- -------------- ---- - ALT. DIRECTION. PROVIDE N - STRONG BACK WHERE a LENGTH EXCEEDS 10'-0" GARY WANG / &ASSOCIATES, INC. FINISHED FLOOR / a VERIFY WITH FLOOR SINK / LOCAL CODE // / 1000 Corporate Center Dr., Suite 550 Monterey Park, CA 91754 TEL: (626)288-6898 FAX: (626) 768-7101 EXISTING SLAB ON GRADE TO REMAIN "P" TRAP // // CLIP ANGLE WITH http://www.garywang.com MINIMUM 2—#10 / SHT. MTL. SCREWS + + / RAISED CURB (IF ANY) #10 HILTI KWIK PRO-SELF DRILLING STAMP PROVIDE EDGE METAL AT z SCREW AT EA. STUD. TOP EDGE OF GYP. BD. LARR#25678 Amh I? ICC-ESR-2196 p� z MTL. TOP TRACK ~ J I GYP. BD. WHERE SED ARj- 00o o g R-13 INSUL. WHERE WALL OCCURS LARR #2404 _V��r `� Hg 1w _j CDOCCURS BTWN. COND. AND I MTL. STUD " 1'-0', o0 � UNCOND. SPACE * N . C32569 CP RE .04- - 019 FLOOR SINK NOT USED WALL ATTACHMENT 9'Fo �F�� F SCALE:N.T.S. SCALE:N./A. SCALE: N.T.S. CAL METAL STUDS: DIETRICH, ESR-1166P KITCHEN SERVICE 3-#10 SHT. MTL. SCREW PRE DRILL (E) FRAMING WHERE NECESSARY TO AVOID SPLITTING WALL FINISH 7 (N) COOOLER PROJECT NAME/ADDRESS: WALL FINISH METAL STUD (SEE SCHEDULES) (SEE SCHEDULE) SILICONE JOINT SEALANT WALL FINISH FINISH • JUICE IT U P! (N) 16 GA SILICONE JOINT SEALANT . (SEE ELEVATIONS) (SEE ELEVATIONS) RIPON TOWN SQUARE 1 -1/4"X2" GALV. @ 24" CONDITION A 1201 W. MAIN ST. O.C. ANGLE W/ 3/8" RADIUS QUARRY MTL. STUD BRACE ' "HILTI" POWER DRIVEN PINS 1/4" SCREW @ TILE COVE BASE BY (FRAMING PERP. TO RIPON, CA 95366 ® 24 O.C. MAX. TYP. U.N.O. NOTE: 24" O.C. U.N.O. KITCHEN EQUIP. WALL) ESR # 1663 WATER PROOFING CONTRACTOR 3-#10 SHT. MTL. SCREW PRE DRILL 2x BLKG. REQUIREMENT FLOOR AS SCHEDULED 8" UP WALL WHERE NECESSARY TO AVOID SPLITTING 24" OUT ON FLOOR TYP. (E) FRAMING REVISIONS: SLOPE FOR SLOPE FOR - POSITIVE DRAINAGE POSITIVE DRAINAGE - 1/2" IN 24" TYP. a _ a a a - a a a a a a a d d Q — 4 a a HILTI SHOT PINS (2)-0.145" CONDITION B 6 _ DIAM. X 1-1/4" EMBED. @ 24" (FRAMING PERP. TO "CEMCO METAL STUDS" O.C. (ICC ESR-1663) MTL. STUD BRACE WALL) ISSUE DATE: BASE-SECTION N WALK-IN COOLER BASE 7 WALL ATTACHMENT DETAIL ^ 1ST — SCALE: N.T.S. SCALE: 1 "=1'-0" SCALE: N.T.S. 3 2ND — 3RD — 4TH — COLD STORAGE ROOM #10X1" LNG TEK SCREW TO B.O. BLK'G 6TH @ 12" O.C. TYP. 2x4 WOOD STUDS AT JAMB 5-3/4" X 2 METAL ROOF EXISTING FLOOR JOB NUMBER & HEAD W/ ANCHOR FRAME r--------- I ROOF/ FLOOR EVAPORATOR COIL 1 . I I WOOD JOIST TO REMAIN, 2 X WD. I TYR L--- ---J BLOCKING362T125-33 CONT. ARCH PROJECT#: 18-287 I I TOP TRACK W/ 1" CLEARANCE BETWEEN DRAIN LINE & C.S.R. WALL METAL STUD (1)-#10 TEK SCREW ON EA. SIDE OF DRAWN BY CHECKED BY DRAINLINE O SLIP TRACK PERPENDICULAR TO JOIST TRACK/BRACE AT EA. WOOD DOOR (CLAMPED TO WALL) BY G.C. GENERAL CONTR. TO UD © 24" O.C. JR ADR DRAINLINE PITCH 1/4" PROVIDE WALL SLEEVES PER LIN. FOOT AT LOCATIONS INDICATED EXISTING ROOF/FLOOR SHEET CONTENT ON PLAN WOOD JOIST TO REMAIN, TYP. Ln DETAILS 2 X WD. 362T125-33 CONT. TOP BLOCKING TRACK W/ (1)-#10 TEK LjZ #10X1" LNG TEK SCREW ON EA. SIDE OF SHEET NO GYPSUM BOARD FINISHED FLOOR SCREW TO B.O. METAL TRACK/BRACE AT EA. STUD FLOOR SINK SEE PLUMBING BLK'G Co? 12" STUD @ 24" O.C. PLAN FOR LOCATION O.C. TYP. O SLIP TRACK PARALLEL TO JOIST F.F. A� 300 TYPICAL DOOR-PLAN 12 COOLER CONDENSTATE DRAIN 8 STEEL FRAMING PARALLEL TO WOODEN ROOF TRUSS 4 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.