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CONCRETE CROWN 1" MIN <br />POLYETHYLENE BOLLARD POST <br />HILTI X-S13 0.145"0 POWDER' ADJOINING WALL SURFACE SLEEVE SAFETY YELLOW (EAGLE 1732, <br />ACTUATED FASTNER OR POST GUARD CL1385D) <br />16GA. x 1-1/2" STRAP @ 8'-0" O/C 4" COOLER CEILING PANELS TYP. R-25 6" DIA. STD. PIPE CONC. FILLED PAINT NEW W1 ox22 BEAM 81 SW SHINGT®N ST, SUITE 800 <br />MINIMUM INSULATIVE VALUE --`" W/TRAFFICYELLOW2-COATS PORTLA D OREGON 97205 <br />PHONE 503/226.0022 <br />18" CORE DRILL FAX 503/220°0026 <br />2" 1'e®" 6°' 1' O" 2° 4' COOLER PANEL NEW 7-1/2" x 5-3/4" x 3/8" TOP V1� W.MCA-ARCHITEC T S.CO <br />PLATE WITH (2) 11/16" HOI ES <br />-- - _ EXISTING CONCRETE SLAM FOR 5/3" BOLTS VVASHERS <br />W10x22 BEAM REPAIR QUARRY TILE WITHIN 3 16 <br />1/�{{ QUARRY TILE FLOOR AREAS �i 1(2" I 4 1 1( 1 1/2 <br />.° <br />�- CD <br />2936 REGISTERED <br />(2) #12 TEK SCREWS a aa� PLACE BENTONITE i NEW HSS 4x4x1/4 POST ARCHITECT <br />EACH END CAMLOCK CONNECTION BETWEEN WATERSTOP TAPE AT SLAB <br />WALLS AND CEILING PANELS �� EDGE <br />%�e° NEW INSULATED COOLER PANEL <br />JACK Ca M LER <br />= ® STATE OF WASHINGTON <br />4" COOLER WALL PANELS TYP. R-25 a CONCRETE LASE "' <br />MINIMUM INSULATIVE VALUE 18 GA, S.S. CLOSURE SET IN SEALANT ° e NEW HSS 4x4x3/16 POST <br />�{ ADJUST LENGTH OF LEG TO ADJUST I a <br />1/2" FOR INCREASED OPENING BETWEEN <br />WALL AND FREEZER TO ALLOW FOR 4" � KJEW 7=1 /2" x 5=3/4" x 3/8" TOP - <br />LAP ONTO FREEZER FACE a 9 PLATE WITH (2) 11/16" HOLES <br />FOR 5/8" BOLTS & WASHERS <br />INSULATED CEILING PANEL *SEE BUILDING PLAN ATTACH @ 18" O.C. W/ STAINLESS a <br />FOR WALL ASSEMBLY STEEL SCREWS 6„ 1 IT <br />TYPES. <br />OOLER CEILING SUPPORT COOLER CEILING SUPPORT K'-3� TYPICAL CLOSURE <br />@ WALL B 0 L LA R D COLUMN CAP <br />A�01 1-1/2 ® Ai�i 1-1/2' { e 1'-011 A�01 {{ 0 1 �m0{{ i01 1 J�" 1 "�0° Ai01 1-1/2 _ ®" <br />NEW INSULATED COOLER PANEL <br />A701 <br />2x4 HSS S.S. JAMB PROVIDED BY <br />3'-0" S-0" DOOR MANUFACTURE WITH <br />(E) COOLER WALL PANEL MOUNTING TABS AT FLOGR FOOD GRADE SEALANT <br />'/ <br />,—� I I r,s--- NEW HSS 4x4x3/16 POST <br />I I <br />4'-4" <br />V®CAM AND SELF -TAPPING MACHINE — — A.F.F. NEW 10"x5"x3/8" BASE PLATE <br />CHASE DURIS TRAFFIC DOOR TO BE SCREW FASTENERS 11/2° 2°' `1 1/2" WITH (4) 11/16" HOLES FOR <br />ADA RATED DURULITE INDUSTRIAL SEALANT <br />C.S. #10X1 1/4" S.S. OVAL HD SCREWS @ 8" 5/8"x6" HILTI KWIK BOLT TZ <br />WITH 20 1l2" X 221/2" DOUBLE PANE <br />O.C. (12" O.C. IN FIELD) 3 6 (MINIMUM 3" EMBEDMENT) <br />VISION PANELS 2X4 HSS S.S. JAMB PROVIDED BY O 4" INSULATED METAL WALL PANEL TYP. <br />DOOR MANUFACTURE <br />� � _...--------- 10 GAGE S.S. WAINSCOT (#4 FINISH) SET IN <br />2"" TUNE STAINLESS STEEL JAMB AS — MASTIC (E) CONCRETE SLAB <br />PROVIDED BY CHASE DURIS DOOR <br />MANUFACTURING <br />WITH (4) 11/16" HOLES FOR <br />POLYCARBONATE VIEW AREA 5/3"x6" HILTI KWIK BOLT TZ <br />BUMPER (MINIMUM 3" EMBEDMENT) <br />B GASKET ON IMPACT DOOR FOR SEAL <br />A701, <br />\\ / NEW HSS 4x4x3/16 POST <br />_-- BI-SWINGING IMPACT DOOR SET BASE IN BEDDING OF <br />SEALANT -El <br />\\ ' SEALANT CONCRETE SLAB _ <br />(2) 5/8" 0 HILTI TZ STAINLESS (E) INSULATED WALL PANEL TO <br />STEEL ANCHORS WITH 2" a <br />E , MINIMUM EMBEDMENT _ REMAIN (R-25) <br />(N) COOLER WALL PANEL <br />u- > <br />u <br />TRAFFIC IMPACT DOOR TRAFFIC DOOR HEAD TRAFFIC DOOR JAMB K--9� F <br />A701 1/2" = 11-01 Ai01 ®1 0g{ A�01 {{ a 11-0{{ A�01 {{ o ao0�{ A�01 1 �1 /� 11-011 ® � <br />F� 00 > <br />mmj <br />Tg <br />3� <br />DOME SHAPED POST TOP RA{L BOULRtARD SEE DETAIL 7/A-701 FOR WALL TYPE <br />CAP. FASTEN WH2 - 1/8" THIK. x 1" STEEL STRETCHER BAR ASSEMBLY <br />S.S. SETSCREV'VS 180° <br />APART TOP RAIL FASTENER STRAP, SECURED WITH <br />3/8" DIA. x 1 1/2" CARRIAGE BOLT <br />WELDED GATE FRAME (iYP) 5/8" TYPE X GYP. BOARD EA. SIDE. <br />PAINT FINISH. <br />1/2" 0 - ALL THREAD RODS <br />1 3/16" THICK RAIL END CLAMP _ <br />UNISTRUT P1000 X 10'-0'° LINE OF FINISH CEILING WHERE OCCURS <br />COOLER CEILING PANELS W/ A-701 UNISTRUT P1000 OR EQUAL FASTENED WITH 3/8" DIA. X 3" BOLT <br />UNISTRUT P1000 OVER (3) 10�0" LONG 2 PLACES <br />PANELS MINIMUM ry p <br />CHAIN <br />to"THECKxt°STEEL SPOT WELD ALL BOLTED <br />STRETCHER BARFASTENERSCONNECTIONS <br />++ /� /� �+ <br />— — — u — — — — — — — — — — — — — — — STRETCHER CEECURED'J �'P. !e ®N NEGTIONS <br />------------------------------- ------ IIIIIIJHHRi8° {i <br />--------- �'CARWAGE <br />BOLT <br />11 METAL FRAME PREFINISHED <br />GATE FORK LATCH ATTACHED TO <br />GATE FRAME WITH 3/8" DIA. x 1 1/2" <br />CARRIAGE BOLT SEE SCHEDULE FOR DOOR TYPES � <br />EVAPORATOR WEIGHT = 137 LBS. REFRIGERATION EVAPORATOR USE THIS TEXT Lu <br />UNIT <br />COOLER WALL <br />Q <br />LATCHKf�l EVAPORATOR SUPPORT K�1-2� EVAPORATOR SUPPORT 1 �3 POST CAP DETAIL A SLIDING GATE <br />A�01 Ill = 1 1-0 11 <br />ill <br />11-011 A701 1-1/2" e 1'-0{' A701 1-1/2" 1'-0 A701 311 11=011 <br />5EATHING (NOT FOR TAB MUST BE ATTACHED TO THE <br />/8" CD1 SH <br />1'=B" 11�1 STORAGE) 0 * OUTSIDE OF THE WEB <br />71/4" 18GA STEEL JOIST (3) #10-16 SCREWS THROUGH TAB TO <br />EACH JOIST AND TO CHANNEL <br />CENTER LINE OF POST <br />6" LONG JOIST SPLICE PLATE WITH (4) <br />AND BASE PLATE 300T150-43 (1€ GA) RIM TRACK `"` <br />WELD POST TO #10-16 SCREWS TO EACH RIM PIECE <br />1/4" BASE PLATE 800S162-43 8" 18GA STEEL JOIST PER <br />PLAN <br />80OT150-43 (18 GA) RIM TRACK <br />2'=7 7/8' <br />VERIFY IN FIELD WITH TRUCK <br />BEFORE SETTING STOP PRECAST WHEEL STOP V IN LENGTH BASE <br />OMETRICE O <br />\ ANCHOR RIM JOIST TO WALL <br />5/3" GYPSUM WALL BOARD <br />PORTABLE HYDRAULIC DOCK LIFT <br />CONTINUOUS TOP TRACK (E) WALL AT INSTANCES WHERE THIS <br />� CENTER LINE OF POST 3 5/8" 20 GA. METAL STUDS 16" O.C, OCCURS <br />(N) 8004150-43 (18 GA) RIM JOIST <br />BASE PLATE AND BASE PLATE <br />0 WITH (4) 9/16" DIA. <br />ATTACH TO (E) WALL FRAMING WITH <br />w #12SCREWS <br />HOLES TO RECEIVE <br />® EXPANSION ANCHOR 4"DIA. FENCE 5/8" GYP BD. EACH SIDE <br />CORNER, LINE OR GATE <br />® e BOLT AT EA, CORNER <br />� POST WHERE OCCURS. <br />WELD POST TO PLATE 0 <br />co6" VINYL COVED BASE (3/8" MINIMUM <br />`` -- Ce) ® GALV. STEEL BASE PLATE COVE) Q 8" 18GA STEEL JOIST PER PLAN <br />1/2" 0 x 24" LONG STEEL ROD WITH #10-16 SCREW TO TOP AND BOTTOM <br />WASHER WELDED AT TOP TO PIN m < FLANGE AT EACH JOIST PROJECT NO: 21-127 <br />T ATTACH BOTTOM TRACK TO <br />WHEEL STOP IN PLACE DRU�JN BY: JW CHK'D MAY: JIVi <br />DRILLED EXPANSION CONCRETE SLAB USING 3/8" WEDGE_ <br />0 USE THIS TEXT' 12" LONG JOIST SPLICE PLATE WITH (3) DATE: 02-04-22 <br />µ& 1/2" DIA. GRADE 5 ANCHOR ANCHORS STAGGERED @ 32 O/C #10 16 SCREWS TO EACH RIM PIECE, <br />V-11 1/4" BOLT. (SIM. TO CARBON <br />BASE PLATE WITH NOT LESSSTEEL HEXD'RATHA� L' BOLT) TOP AND BOTTOM <br />O CONCRETE SLAB TO REMAIN 8 MAX <br />E <br />SECTION 21/2" MIN. EMBEDMENT A701 <br />rlK'1- <br />� &JANITORS <br />- - OC COPYRIGHT <br />A�01 1 11 ®1 1®011 A�01 1 {{ e 1,a0e, K!9 <br />1-1 /2" ®1'.0° A101 ill e 11e0o{ A�01 0/8{{ _� 1 1e0{{ <br />