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PANEL DOOR <br />PLAN VIEW - CONCRETE <br />CURB AT MIP DOOR <br />BACK OF REFRIGERATED <br />BACK OF REFRIGERATED <br />CASE BEYOND <br />CASE <br />BACK OF EQUIP #413 <br />DISPLAY CASE <br />_ <br />GC NOTE: <br />CONT SEALANT, BY GC <br />GC NOTE: <br />CONT SEALANT, B_Y GC <br />VERIFY <br />3f <br />ol <br />d <br />J <br />q <br />4° d <br />3 <br />a q <br />3 <br />1 <br />®. <br />A501 <br />1 <br />q ° <br />A501 <br />41 <br />d <br />a a <br />I <br />°Q <br />CURB SIM, <br />I :° <br />°' <br />CURB <br />° <br />ADD REBAR <br />° <br />FIN FLR <br />� <br />E <br />1 <br />1 <br />(A) AT DISPLAY CASE <br />(B) AT REFRIGERATED CASE <br />/r2 <br />CONCRETE CURB AT ROTISSERIE <br />CASES <br />METAL INSULATED PANEL (SIO) <br />r <br />3/4" CHAMFER <br />3 <br />f„ POLYMER BASE INTEGRAL <br />k' <br />WITH FLOORING - EXTEND <br />All, l <br />OVER TOP OF CURB <br />CONTINUOUS #4 <br />` 'k` <br />° Iq #4 AT 36" OC MAXIMUM AND <br />{ <br />q WITHIN 12" OF CORNER DRILL <br />4 INTO SLAB AND SET BARS <br />IN EPDXY <br />io <br />3/8" RADIUS MIN, TYP <br />' <br />x <br />' i <br />d <br />0'-0„ <br />FIN FLR <br />DRILL 4" INTO SLAB AND SET <br />BARS 1N EPDXY <br />1 <br />POLYMER CONCRETE CURB AT MIP <br />ED CASES, <br />:RIE <br />E, VIEWED <br />�01 <br />�01 <br />3"=1 "-0°' �01 <br />3' =1'-0" �01 <br />�01 <br />5" <br />I <br />WALL BUMPER SECTION <br />AULKING 3/8" BEAD MIN <br />3/4"=1'-0" <br />MINIMUM 9GA WIRE <br />ATTACHED TO VERTICAL <br />SUPPORTS OF HEADWALL <br />AND SUSPENDED FROM <br />STRUCTURE ABOVE <br />ALUMINUM (ACM) <br />SIGN (SOIC) - SCREW <br />TO VERT TEES <br />METAL'U EDGE TOP AND <br />BOTTOM, TYPICAL <br />BRACE HEADWALL TO <br />RUNNERS @ 4'-0" O.C. <br />0 <br />iy <br />LIGHT FIXTURE <br />MATCH ------- <br />jdk <br />EXISTING ®®® 6 <br />SUSPENDED TEE GRID HOLD <br />WITH 24" x 48" LAY -IN <br />WASHABLE BOARD AC-2 FIELD VERIFY MATCH EXISTING <br />:::7GC NOTE: SECURE SIGN NOTE: SCREW ALL METAL'L' EDGE <br />WITH COLOR MATCHED HEADWALL COMPONENTS <br />FASTENERS TOGETHER COOLER OR FREEZER (SIO) <br />f 9 HEAD WALL (SHOWN AT SIGN) <br />3/4"=V-0" <br />TOP OF DRAIN AT <br />BELOW FINISHED <br />FLOOR <br />NEW CONCRETE S <br />SAW CUT PERIME1 <br />ZEXISTING CONCRETE <br />FLOOR <br />TRENCH DRAIN DEPRESSION <br />2„ 18GA GALV STEEL <br />COVE BASE <br />io <br />r <br />9j <br />° f2" 1 f$„ <br />18GA GALV STEEL 15is° <br />BUMPER GUARD <br />BUMPER COVE BASE <br />BUMPER GUARD AND COVE BASE DETAIL <br />11 1 3"=1'-0" <br />STUD BEHIND TRIM <br />5/8" GYP W/ TAPED FASTENERS @ 12" OC, MAX, TYP <br />FINISHED JOINTS <br />1/ <br />CONTINUOUS SEALANT MIN STAINLESS STEEL WALL PANEL7�� <br />COOLER WALL OR <br />CEILING WHERE OCCURS <br />©EDGE TRIM gPANEL JOINT (A INSIDE CORNER <br />NOTE: <br />TYPICAL AT ALL PANEL JOINTS - <br />INSTALL FULL BED OF SEALANT IN <br />TRIM PIECE, AND THEN PUSH PANEL <br />INTO PLACE FOR FULL EMBEDMENT <br />SCREW IN ANCHOR IF <br />STUD NOT AVAILABLE <br />CONTINUOUS SEALANT <br />FLOOR <br />STAINLESS STEEL PANEL JOINTS <br />gOUTSIDE CORNER <br />15 INTERIOR BOLLARD <br />3/4"=1'-0" <br />0 0 0 <br />, <br />0 o r <br />PL 1/2 <br />PE 6 STD BOLLARD <br />'VD SLEEVE <br />tELD BOLLARD <br />D BASE PLATE <br />tELD (4) 1 /4" <br />ETAL BRACE <br />1/2" BOLT W/ WASHER <br />JIBED 4" W/ HILTI HY-150 <br />DHESIVE <br />MATCH <br />HANGER ROD TO <br />STRUCTURE ABOVE <br />BY REFRIGERATION <br />CONTRACTOR <br />HANGER TABS IN <br />JOINTS @ 47" OC <br />FURNISHED WITH <br />CEILING PANELS <br />FINISH EDGE TRIM <br />BY REFRIGERATION <br />CONTRACTOR <br />EXISTING <br />SUSPENDED GRID <br />CEILING <br />MIPBY <br />REFRIGERATION <br />CONTRACTOR <br />STAINLESS STEEL <br />PANELS ON WALL - <br />BEYOND <br />SST TO COVER <br />FURRED WALL AN <br />RETURN TO MIP A <br />END OF CONCEAL <br />COLUMN. <br />FIRE RESISTIVE DUCT <br />(WHERE OCCURS) - <br />SEE SPECIFICATIONS <br />DUCT ADAPTER - _ <br />SEE MECH <br />rSSEE SUPPORT ROD - <br />E EN <br />TRUC SEE STRUCT <br />® i! 1 <br />2E ./ <br />Y GC <br />(SOIC) <br />ROTISSERIE <br />111 <br />WALL BUMPER 1 <br />3/4"=1'-0" <br />CONCRETE CURB NOTES: <br />1. ALIGN JOINTS IN CURB WITH FLOOR JOINTS. <br />2. ADD JOINTS MID -POINT BETWEEN JOINTS <br />ALIGNING WITH FLOOR JOINTS. <br />3. CURBS TO HAVE STEEL TROWEL FINISH. <br />4. SEAL CURBS. <br />FACE OF METAL <br />INSULATED PANEL <br />SEALANT <br />3 f 3/4" CHAMFER <br />o <br />CONTINUOUS #4 <br />GALVANIZED L3x3x4 <br />CONTINUOUS PROVIDED„ <br />WITH METAL INSULATED <br />ol <br />e <br />PANELS - OMIT AT <br />REFRIGERATED CASES <br />'6 <br />#4 AT 36" OC MAXIMUM <br />AND WITHIN 12" OF <br />CORNER DRILL 4" INTO <br />SLAB AND SET BARS IN <br />(A) INSIDE EPDXY <br />(B) OUTSIDE <br />TYPICAL ANGLE AND CURB AT COOLER <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 />cn <br />U <br />w <br />STAINLESS STEEL 10 <br />Lu <br />PANELS - FULL HEIGHT A501 <br />w <br />to <br />CEMENT BOARD - <br />NFULL <br />HEIGHT <br />`` -=---. <br />3 5/8" METAL STUDS <br />16" OC, <br />7 <br />COVE BASE <br />A501 <br />POLYMER FLOORING <br />CONCRETE CURB NOTES: <br />1. <br />ALIGN JOINTS IN CURB WITH DOCK DOOR SLAB <br />JOINTS. <br />2. <br />ADD JOINTS MID -POINT BETWEEN JOINTS <br />ALIGNING WITH DOCK DOOR SLAB JOINTS. <br />4a : <br />3. <br />CURBS TO HAVE STEEL TROWEL FINISH. <br />=E <br />4. <br />SEAL CURBS. <br />_ —METAL INSULATED <br />PANEL WALL <br />SEALANT <br />CONCRETE SLAB <br />a-;§ <br />2'-0" <br />PER STRUCTURAL <br />1'-10„ <br />1/2" RADIUS <br />CONCRETE CURB <br />_ PER STRUCTURAL <br />4 <br />q ° <br />dq d <br />a Q o <br />LOADING DOCK <br />d <br />i SUPPORT ROD - <br />j SEE STRUCT <br />�[ EXISTING COLUMN <br />BEYOND <br />,_ <br />10 10. <br />jEXISTING <br />BAKERY <br />/ COOLER <br />3/4"=1'-0„ <br />CUSHIN <br />TER ELL <br />ARCHITECTS ENGINEERS <br />www.ctagroup.com <br />800.757.9522 <br />• <br />�1 <br />.s <br />a► <br />J <br />�1 <br />• <br />• <br />• <br />• <br />• <br />• <br />O 2018 ALL RIGHTS RESERVED <br />12.14.2018 <br />DRAWN BY HICKS <br />CHECKED BY BRENNAN <br />REVISIONS <br />DETAILS <br />A 5 u" 1 <br />L•\C0STCO\0114 Everett, WA\BIMCAD\Arch\114_A501.dwg <br />1/2"=1'-0" <br />3/4"=1'-0" <br />