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WALL BUMPER SECTION <br />TOP OF DRAIN AT <br />BELOW FINISHED <br />FLOOD <br />NEW CONCRETE S <br />Viymmilsoml t1 <br />1 /2"=1'-0" <br />BACK OF REFRIGERATED BACK OF REFRIGERATED <br />CASE BEYOND CASE <br />BACK OF EQUIP #413 <br />DISPLAY CASE GC NOTE: <br />CONT SEALANT, BY GC <br />GC NOTE: <br />CONT SEALANT, BY GC 3 1/2" AT ROTISSERIE <br />10" AT PREP ROOMS <br />2" <br />6 <br />O <br />QU�N <br />18GA GALV STEEL <br />BUMPER GUARD <br />BUMPER <br />3 <br />tAO <br />CURB <br />0'-0" <br />3"=1'-0" <br />18GA GALV STEEL <br />COVE BASE <br />� I <br />:2r)L <br />%2" <br />18/8" <br />COVE BASE <br />DETAILBUMPER GUARD AND COVE BASE <br />STUD BEHIND TRIM <br />5/8" GYP W/ TAPED <br />FINISHED JOINTS <br />CONTINUOUS SEALANT <br />(A)FLOOR <br />T I L TEFL _ � _. I. _ <br />i <br />INTERIOR BOLL <br />0 <br />91 <br />PL 1/2 <br />IPE 6 STD BOLLARD <br />,ND SLEEVE <br />VELD BOLLARD <br />O BASE PLATE <br />VELD (4) 1/4" <br />IETAL BRACE <br />;) 1/2" BOLT W/ WASHER <br />MBED 4" W/ HILTI HY-150 <br />,DHESIVE <br />1/2"=1'-0" <br />METAL INSULATED PANEL (SIO) <br />GC NOTE: <br />CONT SEALANT, BY GC <br />3/4" CHAMFER <br />3/2 <br />POLYMER BASE INTEGRAL <br />WITH FLOORING - EXTEND <br />OVER TOP OF CURS <br />°. n CONTINUOUS #4 <br />d #4 AT 36" OC MAXIMUM AND <br />4 WITHIN 12" OF CORNER DRILL <br />4" INTO SLAB AND SET BARS <br />IN EPDXY <br />3/8" RADIUS MIN, TYP <br />s 0'=0" <br />FIN FLR <br />DRILL 4" INTO SLAB AND SET <br />BARS IN EPDXY <br />CONCRETEPOLYMER CURB AT MIP <br />3"=1'-0" <br />NEW SLAB i EXIST. SLAB <br />6°® CONCRETE SLAB WITH �-r-� g <br />#4 REINFORCING BARS <br />AT 18" OC EACH WAY #5 9" REINFORCING BAR <br />WELS @ 18" OC <br />POLISH AND SEAL TO DRILL FOR FRICTION FIT <br />MATCH EXISTING FINISH OF BAR 4" INTO EXISTING <br />SLAB <br />0 <br />MATCH <br />EXISTING a <br />rlll_ I —I i—III-11I—�—II1=111�" <br />COMPACTED "' I�Ji�Il l llll�lllll�i( ITI <br />MAX CRUSHED I —III 1TI=11T--III ,III�III TI <br />AGGREGATE 1=TIT=TII=III—ill TLI�II— <br />COMPACTED SUBGRADE <br />SLAB REPLACEMENTT <br />6"=1'-0" <br />3/4"= V-0" <br />ALUMINUM (ACM) <br />SIGN (SOIC) <br />FREEZER <br />WALL (SIO) <br />FREEZER <br />DOOR (SIO) <br />EXISTING <br />CONCRETE <br />SLAB <br />3/8" ALL -THREAD, <br />SEE STRUCT <br />STAINLESS STEEL PANELS <br />ON WALL - BEYOND <br />SST TO COVER <br />FURRED WALL AN <br />RETURN TO MIP A <br />END OF CONCEAL <br />COLUMN. <br />BACKS OF REFRIGERATED CASES, <br />VIEWED FROM ROTISSERIE <br />BACKS OF DISPLAY CASE, VIEWED <br />FROM ROTISSERIE <br />FIRE RESISTIVE DUCT <br />(WHERE OCCURS) - <br />SEE SPECIFICATIONS <br />DUCT ADAPTER - <br />SEE MECH <br />SUPPORT ROD - <br />SEE SEE STRUCT <br />TRUC <br />O0 <br />a, <br />LJ` <br />�E _ <br />� GC <br />(SOIC) <br />ROTISSERIE <br />111 <br />PIT DIMENSOICN <br />SEALANT AND BACKER ROD <br />BETWEEN PLATES <br />PNA N2E ARMOR EDGE <br />JOINT ASSEMBLY <br />NEW CONCRETE SLAB <br />PER PLAN <br />FIN FLR 0-04 FREEZER SIDE <br />PRESSURE -TREATED <br />i i Ibi7 2X12 AT PANELS BEYOND <br />I I ° I , ' 1-1/2" RIGID INSULATION <br />(2) 4" LAYERS FREEZER SLAB <br />I, _ INSULATION WITH STAGGERED <br />JOINTS BOTH DIRECTIONS -- <br />I <br />VAPOR RETARDER, TURN UP TO FINISH FLOOR AT PIT EDGE <br />12" SAND BASE COMPACTED — <br />1-1 /2"=V-0" <br />FACE OF METAL <br />INSULATED PANEL <br />GALVANIZED L2X2 CONT <br />PROVIDED WITH METAL <br />INSULATED PANELS <br />GALVANIZED L3x3x4 <br />CONTINUOUS PROVIDED �2„ <br />WITH METAL INSULATED <br />PANELS <br />OMIT ANGLE AT <br />REFRIGERATED CASES <br />1-1/2"=1' 0" <br />GC NOTE: <br />COORDINATE HVAC DUCTS, KEEP <br />DUCTS TIGHT TO TOP OF JOIST - TYP <br />BLOCKING BETWEEN <br />JOISTS AT 24" OC MAX <br />HOOD DIMENSION® <br />VENT HOOD <br />3" STANDOFF <br />BY HOOD SUPPLIER <br />SEALANT <br />0 <br />c� <br />w <br />STAINLESS STEEL 9 <br />� <br />PANELS - FULL HEIGHT A501 <br />w <br />uj <br />CEMENT BOARD - <br />FULL HEIGHT <br />° <br />Eo <br />3 5/8" METAL STUDS <br />16" OC, <br />5616 <br />EG <br />ITEGT <br />PIT DIMENSION —j <br />FREEZER I 3 I ' mlr,�`r' F. G LEARY <br />WALL (SIO) A501 CURB STi `r F'/�6HIIGTI1'v <br />SAW CUT PERIMETER OF NEW FREEZER ©2018 I ALL RIGHTS RESERVE <br />(2) #4 FINISH AS INDICATED <br />NEW CONCRETE ON FINISH SCHEDULE <br />SLAB PER PLAN I 4 44 <br />0-0" FIN FLR I R . I EXISTING CONCRETE <br />SLAB TO REMAIN <br />2 ROWS 60d I 2 ROWS POWDER DRAWN BY I HICKS <br />GALVANIZED I I ACTUATED FASTENERS CHECKED BY I BRENNAN <br />NAILS @ 16" a a @ 16"OC & 4"GA. REVISIONS <br />OC & 4" GA -. 02.08.2019 <br />SALES_ PIT <br />DETAILS <br />1-1 /2"= V-0" A50 <br />LACOSTC0\0114 Everett, WA\BIMCAD\Arch\114_A501.dwg <br />