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— <br />— ROOF DECK <br />— <br />— ROOF DECK <br />VERIFY <br />VERIFY <br />BRACE WALL BACK <br />BRACE WALL BACK <br />TO STRUCTURE WITH <br />TO STRUCTURE WITH <br />3 5/8" X 20 GA. METAL <br />3 5/8" X 20 GA. METAL <br />STUDS @ 48" O.C. <br />STUDS @ 48' O.C. <br />CEILING AS SCHEDULED <br />CEILING AS SCHEDULED <br />REFER TO SHEET A3.0 <br />REFER TO SHEET A3.0 <br />WALL AS SCHEDULED <br />WALL AS SCHEDULED <br />REFER TO SHEET A4.0 <br />REFER TO SHEET A4.0 <br />METAL STUD <br />METAL STUD <br />FRAMING HEADER <br />FRAMING HEADER <br />RETURN GYPSUM <br />RETURN GYPSUM <br />WALL BOARD AT <br />WALL BOARD AT <br />HEAD AND JAMBS <br />T.O. WINDOW <br />HEAD AND JAMBS <br />T.O. WINDOW <br />.062 ALUMINUM L <br />FRAMING <br />.062 ALUMINUM L <br />FRAMING <br />CLOSURE AT <br />+7-2" AFF <br />CLOSURE AT <br />+7-2" AFF <br />JAMB, SILL AND <br />JAMB, SILL AND <br />HEAD. MATCH <br />HEAD. MATCH <br />WINDOW FRAMING <br />WINDOW FRAMING <br />FINISH. <br />CAULK JOINT. <br />FINISH. <br />CAULK JOINT. <br />1/4" TEMPERED <br />1/4" TEMPERED <br />SAFETY GLASS <br />SALES AREA <br />SAFETY GLASS <br />PUBIC PET WASH <br />SALES AREA <br />GYPSUM BOARD, PAINT PER <br />ALUMINUM <br />ALUMINUM <br />FINISH SCHEDULE <br />STOREFRONT <br />STOREFRONT <br />FRAMING SYSTEM. <br />FRAMING SYSTEM. <br />LAMINATE OVER 3/4" x 4" <br />BOARD BACKSPLASH. L-2 <br />FASTEN STUD TO <br />GROOMING <br />LAMINATE COUNTERTOP WITH 1 <br />EACH SIDE OF POST, <br />1/2" SOLID EDGE. REFER TO <br />SECURE TOP TRACK <br />FLOOR PLAN FO H OF <br />3 1/2" X 3 1/2" STEEL TUBE. <br />02 <br />04 <br />COUNTERTOP. L-2 <br />WELD TO 12"x3 1/2"x1/4" <br />OPP. <br />STEEL PLATE WITH <br />A7.0 <br />A7.0 <br />1"ut <br />CONTINUOUS WELD AT <br />WALL FINISH AS <br />A.4 . REFER TO WALL <br />PERIMETER. <br />+V-0" AFF <br />SCHEDULED WRAP <br />WATERPROOF <br />+3'-0" AFF <br />WOOD CLEAT <br />AT WALL <br />TYPES FOR WALL <br />CONSTRUCTION <br />WALL FINISH AS <br />MEMBRANE UP <br />SCHEDULED <br />WALL MIN. 6". <br />WALL FINISH AS <br />3/4" GRAY <br />PROVIDE ADDITIONAL <br />LAYER OF 5/8' THICK <br />GYPSUM BOARD OVER <br />WALL FINISH AS <br />SCHEDULED <br />WALL MOUNTED <br />LEASH TIE DOWN <br />SCHEDULED <br />STEEL POST IN WALL. <br />REFER TO DETAIL 7/A8.1 <br />MELAMINE c <br />SHELVES - <br />a <br />SUPPORT LEGS: <br />GRAY MELAMINE <br />SCHEDULED WALL <br />WALL BASE PER <br />SCHEDULE <br />► <br />1 <br />� <br />% <br />STEEL POST IN WALL. HILTI KWIK BOLT TZ EXP. <br />REFER TO DETAIL 04/A8. WALL BASE AS SLIP RESISTANT WALL BASE AS _ WALL BASE PER ANCHOR WITH 2 3/8" <br />SCHEDULED FLOOR FINISH AS SCHEDULED SCHEDULE EMBED. INTO EXIST. SLAB, <br />SCHEDULED <br />� FLOOR FINISH TYP. OF 4 <br />FINISH REFER TO WALL LEGEND FOR <br />FINISH FLOG FINISH FLOG FLOOR WALL CONSTRUCTION TYPE. <br />0'-0" 0'-0• <br />15/A8.0 <br />10 WALL SECTION SCALE:314"=1'-0" 09 WALL SECTION SCALE:314"=1'-0" pg SECTION @ OFFICE DESK SCALE: 1"=1'-0" 07 STEEL PIPE BRACE DETAIL SCALE: 3"= 1'-0" <br />1/4" RADIUS EDGE <br />3/4" THICK WOOD JAMB, SILL CAP <br />AND APRON ABOVE P-3 <br />2 X BLOCKING <br />3/4" THICK WOOD WALL FINISH. REFER TO <br />TRIM P-3 SHEET A1.0. <br />U - DRILL 2 - 1" DIA. HOLES <br />Q coTHRU TUBE STEEL FOR <br />?: • �:: - •: ; ' '' • ELECTRICAL CONDUIT <br />w r .: o <br />.31 <br />z w <br />g N <br />a <br />cc <br />w w <br />0 3 1/2" X 31/2" X 3'4" STEEL TUBE. WELD TO 12"x3 . - "; <br />1/2"x1/4" STEEL PLATE WITH CONTINUOUS WELD <br />AT PERIMETER. NOTE: LOCATION OF TUBE STEEL <br />1 3/8" GATE DOOR, FINISH AS SHOWN FOR REFERENCE ONLY. REFER TO FLOOR <br />SCHEDULED. REFER TO DOOR PLAN FOR FINAL LOCATION. <br />SCHEDULE. <br />06 STEEL PIPE BRACE & GATE DETAIL (GROOMING n -0n 1n <br />CHECK - IN) SCALE: 3 -05 NOT USED) SCALE: 3 =1. n .0 04 STEEL PIPE BRACE <br />— y SCALE: 1" = 1.-0n <br />ELEVATION <br />SET TOP OF DRAIN 1/4" BELOW <br />TRENCH DRAIN. SCHLUTER TRIM TO BE EXIST SLAB ELEV. <br />PROVIDED AROUND TRENCH DRAIN REFER DOWEL & EPDXY #4 SCHEDULED FLOOR EXTEND WATERPROOF <br />TO PLUMBING FOR DETAILS. DOWEL & EPDXY #4 DOWELS DOWELS 1'-0" LG @ 12" FINISH MEMBRANE INTO DRAIN <br />DOWEL & EPDXY #4 V-0" LG @ 12" O.C. WITH HILTI O.C. WITH HILTI HY-150 TROUGH <br />DOWELS V-0" LG @ 12" FLOOR GRATE TILE WALL FOR <br />EXTEND WATERPROOF HY-150 MAX INTO EXISTING MAX INTO EXISTING <br />O.C. WITH HILTI HY-150 CONCRETE SLAB (6" EMBED MOUNT DRAIN 1" ABOVE FINISHED FLOOR <br />CONCRETE SLAB (6" SHOWER BASIN FLOOR DRAIN. SCHLUTER TRIM <br />MAX INTO EXISTING MEMBRANE INTO DRAIN TROUGH MIN.) FLOOR WHERE REQ'D BY I SEE FINISH EMBED MIN.) TO BE PROVIDED AROUND <br />CONCRETE SLAB (6" CODE SCHEDULE CONCRETE & FLOOR FLOOR DRAIN. REFER TO CONCRETE & FLOOR <br />EMBED MIN.) y SET TOP OF FLOOR SINK 1/4" SCHEDULED FINISH TO SLOPE PLUMBING FOR DETAILS. FINISH TO SLOPE <br />FrFCONCRETE & FLOOR FLOOR EXISTING SLAB 1/4" PER FT. 1/4" PER FT. <br />BELOW EXIST SLAB ELEV. FINISH TO SLOPE <br />FINISH SILICONE BEAD <br />1/4" PER FT. o v o ° e <br />M V o v •, •a e• <br />d A. o If e v <br />.d e a <br />Ad <br />OUT ALUMINUM d. a �. �. a' ° a o • a. e o <br />- a, .. d •. <br />SEDIMENT BUCKET a.. v v' a d' d, .. d A v a v <br />d d q a, a'' a a d a' Q A a a <br />°oo ovv° v G d., m a d a <br />0 o EXISTING SLAB <br />NEW 6" COMPACTED <br />EXISTING SLAB NEW 6" COMPACTED PIPE LIMESTONE AGGREGATE <br />LIMESTONE AGGREGATE 1 2'-11 1/2" BASE UNDER NEW <br />11" BASE UNDER NEW PORTION (SLOPED AREA) PORTION OF SLAB. <br />4'-0" OF SLAB. 5'-6 1/2" <br />(SLOPED AREA) NOTE: G.C. TO SLOPE FLOOR TO DRAIN. COORDINATE <br />NOTE: G.C. TO SLOPE FLOOR TO TRENCH DRAIN. TRANSITION AT THE DOOR AND SLOPE AT THE CORNERS <br />COORDINATE TRANSITION AT THE DOOR AND SLOPE AT THE OF ROOM AS REQUIRED. <br />CORNERS OF ROOM AS REQUIRED. <br />03 TRENCH DRAIN DETAIL (HOLDING) SCALE: 1112"=V-0" 02 FLOOR SINK DETAIL SCALE: 3"=V-0" 01 FLOOR DRAIN DETAIL @ PET WASH SCALE: 11/2"=V-0" <br />Z <br />O <br />a <br />U <br />0) <br />W <br />0 <br />W <br />H <br />Q <br />0 <br />w <br />T_ <br />.of <br />..... <br />ISSUED FOR: <br />PERMIT <br />03.14.19 <br />BID <br />03.14.19 <br />CONSTRUCTION <br />00.00.00 <br />REVIEW SET <br />03.14.19 <br />PROJECT MANAGER DESIGNER <br />SS SS <br />JOB NO. <br />18390 <br />A801 <br />