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Plans (13) C2011 - 00177 STATE OF OREGON Iq 27-9/16 19-7/16 B 9-5/8 37-3/8 Minimum Design Load Uniformly Distributed 1 ATTENTION ou LICENSE NUMBER 456PFC W-3 W-4 Tops (PSF):10 Walls (PSF): 5 *Floors (PSF): N/A ALL UNITS ARE DESIGNED =71 FOR INDOOR APPLICATIONS BEAM POCKET BEAM POCKET *Not For Pallet Jack or Forklift UNLESS NOTED OTHERWISE CA A STATE LABEL ON EA. UNIT &THE DTA-1 DTA-2 DTA-5 DTA-3 DTA-1 DTA-1 1111111100 26-3/8 96 96 Seismic Design Data LICENSE NUMBER NOTED ON THE 96 48 48-5/8 CIJ 3:�! E 36" HIGH ADT ADT INSTALLATION NOTE: Seismic Design Category D DRAWING(S) IS REQUIRED. ONLY THE AZ. ADT WINSCOATING AND 9 ru 3: PLANT IS APPROVED TO BUILD UNITS. WAINSCOATING CORNER GUARDS SHALL BE Spectral response coefficient ; SDS = 0.710 1 A-FTENTION CL 45-10 INSTALLED AFTER CURBS Spectral response coefficient ; SDI = 0.390 I Site class D -011 11. ARE POURED 16-10 1/8" 10 18'-117/8"ill 6 PENETRATIONS ARE THE co DESCRIPTION 411 1�1 Ai RESPONSIBILITY OF OTHERS. COOLER AS SHOWNw , NSF AND UL LABELED C-4 3 13-3/16 w-1 W-1 W-1 47 W-2 W-4 W-1 W-1 W-1 FOR FLAME SPREAD AND SMOKE DEVELOPED x 5-3/8 47 47 47 GG �S) 33-3/8 47 47 47 47 THERMA-STRUCTURE (WOOD FRAME) I n I C-3 18-15/16 SIESMIC TIE DOWNS: IF REQUIRED AND NOT SHOWN AS 411,1 TRD-I x 5-3/8 8 120 x 47 Cb SUPPLIED BY KPS - THEY ARE TO BE SUPPLIED BY TF TRD-2 OTHERS 9 %.0 113/4" 113/4" 120 x 47 0) Tra rr TRD-3 7l 1 283/411 1 28 3/4It INSULATION 120 x 43-7/16 TT 5" POURED IN PLACE URETHANE FOAM IT 113/411 54 15/16" GENERAL NOTES 3234 75 15/16" C) SCREED: 1-1/2" x 1-1/2" 18GA. ANGLE 1_C01 44 ----1 8 NAMEPLATE: NONE T- -3 M COVED BASE: WHERE REQUIRED AND NOT SHOWN IS I PRODUCE COOLER 1 %0 W-2 V 113/4 102 1/8" IA BY OTHERS. 1 r1i hr 11 (L) N r*4 I NO FLOOR 32 3/4" 123 1/811 x ROOF: NA V" 4 jvA z21' - 11" O.A. r_4 Ln INSTALL: BY OTHERS L.O.F = 257-13/16" 000 FINISH z EM a% ( i a 0 INTERIOR WALL: WHITE EMBOSSED GALVANZIEDC 14 fn INTERIOR TOP: WHITE EMBOSSED GALVANZIED3 ( I ai ` La INTERIOR FLOOR: N/A 110 01% 3/4" x 6" PLYWOOD,1� U r 1 4FLAT TO INT. & EXT. o i0 Cr EXTERIOR WALL: WHITE EMBOSSED GALVANZIED BEAMS BE UNDER METAL PAINTED WHITE EXTERIOR TOP: NATURAL EMBOSSED GALVANZIED EXTERIOR FLOOR: N/A L I I DOORS/OPENING 3:v (D(1) OPENING (10'-0" x 10'-0") FOR (1) 10'x10HCR AIR DOOR I I 1_ 00 3fn8 8 B ELEVATION NO SCALE C-1 z 18-15/161 I x 5-3/8 0 w-I w-I w-I W-6 w-I W-1 IN-I W-S W-1 W-1 W-1 C-2 47 47 47 47 47 47 47 47 47 47 47 25-3/8 0. x 5-3/8 CONDUIT TO PROTRUDE 711 w 6 ABOVE THE WALL PANEL U /CONDUIT V) 1.0 15'-2 1/2'1 17111 15-311— 15-41/2" FOR FIELD ATTACHMENT OF dELECTRICAL ABOVE THE TO PROTRUDE 7 DOOR/OPENING HARDWARE PRE-FAB ROOM ABOVE THE WALL N/A PANEL FOR FIELD WALL LAYOUT ATTACHMENT OF F,n 3ELECTRICAL ABOVE 5-3/8 11-5/8 29-5/8 17-3/8 THE PRE-FAB ROOM JAMB GUARDS � L��CONDUIT H 18GA. S.S. N$TALLEDJAMB COS CO SPEC GUARDS, (FACTORY W-6 W-5 I I I ) BEAM POCKET BEAM POCKET 25 J__12" ELECTRICAL LLU_ COLOR CODE Z 0 LL < SWITCH:(l) SHIPPED LOOSE; THERMO SIMPLE THERM 45 0-10" U to ��to W/ 25' LEAD:(1) SHIPPED LOOSE; 12" DIAL THERM:(1) LOz ko BLACK SHIPPED LOOSE; TS-2 TRANSFORMER:(1) SHIPPED 15'-2' 15'-2 151-411 :!!�m F=182 LOF=182" LOF=184" LOOSE; 4' x 10' WEG SHEETS:(4) SHIPPED LOOSE; FACTORY DRILL 2"0 HOLE @ 1-1/2" DEEP LEGEND 23-3/4 23T 23-3/4 CONDUIT IGHOUT TOP OF CWALK-IN 34" CONDUIT - UL LISTED TP -3/4 WITH PTLOAL �p 2-001 0 (& ELECTRICAL BOX - UL LISTED CAT. 5 CABLE & THERM. LEAD ELECTRICAL SYMBOLS 10' x 10' HCR AIR DOOR I T-2 T-5 T-88 1/2" CONDUIT - UL LISTED TO RUN THRU CONDUIT OUT 3-WAY SWITCH 47 47 47 OF EXT. OF TOP PLATE JUNCTION BOX CONDUIT CONNECTOR - UL LISTED SWITCH TO CONVERT EXISTING PRODUCE =THERMOMETER (D SWITCH AND COVER PLATE - UL LISTED COOLER TO DAIRY COOLER SHIPPED LOOSE ©=TS-2 THERMOMETER §:HEATED (#1832) T-2 T-5 T-8 HEATER=JUNCTION 47 47 47 L =LIGHT ON NON-HEATED VENT &ALARM DIGITAL THERMOMETER _FA N CUT-OFF SWITCH T-2 T-5 T-8 =HEATED VENT(#1845) 47 47 47 =HEATED VENT(#1825) 9=20x2-3/4"ELECT.BOX W/3/4"CONDUIT NOTE tip I T-2 T-5 T-8 REFERENCE LAYOUT(S) FOR 47 47 47 V-4 LOCATIONS AND FOR SPECIFICATIONS REFER TO GENERAL NOTES. T-2 T-5 T-8 47 47 47 Ln OSTCO #111 TIGARD 13 7850 SW DARMOUTH T-2 T-5 T-8 STREET 47 47 47 IGARD, OR 97223 P.O. #Ti-110126-480P -511 4711 RAWING iff-SD-1 of 2 r_4 T-2 T-5 T-8 r.4 47 47 47 gD PRO ,-4 FW86464 IK/ GI NF 01 QUOTE # 1 Q11P07 T-11879 KPS-300 23-3/4 -1 23-3/4 1 23-3/4 7/32" l' SCALE = r%E ON PLANT LOC.1 AZ 3 3RAWNDYI DATE: CHECK BY: DATE: ZV 13/28/20111 1 TOP LAYOUT DBAYER 14/7/2011 1 D 6 1 4J7/2011 EXPIRE& 06/30/201 ':), PLAN VIEW SECTION NO SCALE INCLUDED PROTECTIVE PVC FILM SHEET UNIT # 00 Saved on 4/15/20119: 10:48 AM by DBAYER. CUSTOMER JOB/BOX# CUSTOMER JOB/BOX# I ATTENTION COSTCO FW864641001 COSTCD FW86464/001 DIMENSIONS INT J EXT DIMENSION INT/ EXT aj 33-3/8"x 4-718"x 257-13/16"" WEG WEG 47"x 4-7/8"x 257-13/16" WEG/WEG ALL UNITS ARE DESIGNED .0 PANEL# TYPE OF CONDUIT PANEL# TYPE OF CONDUIT W-2 FOR INDOOR APPLICATIONS 3-WAYE] I-BOXO 3-WAYO 3-80X01 z W-3 UNLESS NOTED OTHERWISE SWrrCHE1 THERMOM SWrTCHE1 THERMOS] r, 112 mmmo Qx' 4811 A.F.F. (Ij #8 x 1HX HD. TEK E 3/8" LAG BOLTS 0 33-3/8" 47" REMAINING SCREWS @1112'"0.C. MAX. r_ t!�u @ 24" O.C. MAX. 0 JAMBGUARE ,��3: T 3/4" x 6" PLYWD BLOCKING, FLAT TO TO BE STD EXTERIOR 3/4"PLYWOOD 3/4"PLYWOOD INTERIORIII x 6-1/2" FIELD < 11 D BLOCKING BLOCKING FACTORY oo INSTALLED TOP TRIM --, 8 @ INT.&EXT.� INT.&EXT. �NSTALLED 3/4"CONDUIT ONLY18 GA. S.S. BUTYL ALL JOINTS IN 26 GA. 1-1/2" x 1-1/2" TO START @ 67"A.F.F.— STANDARD DG BFREEZERS NOTE: BUTYL CONT. ANGLE W/ JAMBGUARDS BDC BETWEEN JOINTS AS PANELS/ #14 x 1-1/2" HEX HD. fnFROM48" A.F.F. ARE ASSEMBLED & NOT SCREWS @ 12" O.C. L Ln Ln rq INSUL. 01\ AFTER. BUTYL MUST MAX. WALL #10 X 1-1/4" TRUSS HD NOT BE EXPOSED. SCREWS @ 12" O.C. FACTORY DRILL 2"0 HOLE @ 1-1/2"DEE LC 00 z _G_ IAMB GUARDS@AIR DOORDETAIL- LAG DOWN TOPS WFWITH TRIM .COSTCO ---G-- - I M *D T L — 4---�� 4- Scale:caINTS Scale: NTS EXTERIOR VIEW EXTERIOR VIEW Ln Mm 0 E 00 (2)-3/8" x 2" 0 a //LAG BOLTS U C 2" x 4" x 5-1/2" 0 C m Cr (A 12 GA. GALV. j CORNER GUARD /ANGLE DTA (FIELD INSTALLED) W/ #10 x 1-1/4" TRUSS (3) @36" HEAD SCREWS (2)-3/8" x 3" LONG @ 12" O.C. _�,WEDGE BOLTS INSIDE OF OR (2)-3/8" x 2" LAG DOOR OPENING BOLTS, AS REQ'D. Z 0 INSTALL (1) STABILIZER ON EACH SIDE OF OPENING AT INTERIOR OF BOX uj DETAIL-CORNER GUARD 2 DETAIL- DOOR STABILIZER FOR WFPRODUCTS 0 1 1 1 1 1 60 Scale: NTS Scale: NTS >_ CD 1" AIRSPACE 3/8 x 2" LAG BOLTS 25 11 (4 PER PANEL JOINT) COLOR CODE /TOP PANELS 1-1/2" x 1-1/2" 18 GA. INSULATED CONTINUOUS ANGLE WALL PANEL BLACK #14 x 1-1/2" HEX HD. TEK SCREWS @ 1211 O.C. BUTYL SEALANT 3/811 x 3" WEDGE #8 x 1" HEX HD. TEK BUTYL BOLTS @ 12" O.C. SCREWS @ 1211 O.C. A WEG HAT TRIM W/ HEMMED EDGES 1" � 6 1/2"-d PROrt 7 DETAIL- ISEAM TOPS Scale: NTS3 DETAIL- COOLER WALL TO FLOOR STRIP SCREED 187 Scale: NTS "ORS ON 3/8" M.B. ANGLE SUPPORT 17 FLANGE rn PIKAS SNDV- TO ANGLE 1/2"x 13/4" BOLTS—, '__�_j EXPIRFS: 06/30/201'Z- �\�BEAM PER PLAN 3/8" LAG BOLTS ALL STEEL TO BE PAINTED WHITE 1" AIR SPACE OSTCO #111 TIGARD EMMMMMN===MW 12 GA. L6x3x6 LAG BOLTS 7850 SW DARMOUTH #14 x 1-1/2" HEX HD. (PAINTED WHITE) 7/16"HOLES 3 x 38" 18 GA. GALV. (TYP. @ EA. END) STRAP @ EA. JOIN INSUL.WALL (2) 3TEK SCREWS STREET /8"x 2" OR 97223 PANEL LAG BOLTS 6-480P (4) 2"x 6" 3/8"x 13/4" BOLTS BEAM PER PLAN G A SD-2 of 2 BLOCKING FOR , SUPPORT FW86464 00 NOTCH TOP PLATE # 12 GA. L6x3x6 1 3/8"x 5-1/2" QUOTE (PAINTED WHITE) KPS-400 (TYP. @ EA. END) 13/4" 1 1/8' 11/8-- SCALE 1 7/32"=11 4=3 (2) 3/8"x 2" -"---12 GA. L6x3x6 #14 x 1-1/2" HEX HD. 'TOP PANELS PLANT LOC.1 AZ LAG BOLTS (TYP. @ EA. END) TEK SCREWS INTO DRAWNSYJ DATE: CH�ECKBY-j I DATE: WEDGE BOLTS WOOD @ GROOVE zV 13/28/20111 1 (2 REQ'D PER PLATE) SIDE OF JOINT MAYER 14/7/2011 1 D 8 14/ (4) 2"x 6"BLOCKING DETAILS D' A.' 41 @ PRODUCE COOLER A (2) 3/8"x 2" 4 ScalDETAIL-STEEL SUPPORT STRAP SHEET 6"--1 e: NTS NIT # 001 Saved on 4/15/20119: 10:48 AM by DBAYER. W O LU (/) ry LU 15 COSTCO ILE TIGARD, OR LOCATION 111 7850 SW DARTMOUTH TIGARD, OR 97223 ,V4F##40LESALE COSTCO TIGARD , OREGON NORTHWEST REGION DISTRICT 1 WHOLESALE CORPORATION 999 LAKE DRIVE PRODUCE COOLER ALTERATION ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com AREA OF WORK PROJECT DIRECTORY DRAWING INDEX PROJECT GENERAL NOTES GENERAL NOTES TS1.01 TITLE SHEET 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. ,INVAER1 N1 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30X42-INCHES. JURISDICTION PERMIT CENTER BUILDING ARCHITECTURAL 3. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES,ABBREVIATIONS AND 13125 SW HALL BLVD. 61.01 EXISTING FLOOR PLAN SYMBOLS. TIGARD, OR 97223 A1.01 FLOOR PLAN 4. CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE t-.503.718.2439 A2.01 INTERIOR DETAILS, ROOM FINISH SCHEDULE & NOTES RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THE 1110 112TH AVE. NE I SUITE 500 AREA OF TENANT CONTRACTOR IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK. BELLEVUE, WA 1 98004 IMPROVEMENT THIS ♦ OWNER COSTCO WHOLESALE a. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND PERMIT. 999 LAKE DRIVE STRUCTURAL UTILITIES. t 425,463.2000 1 f 425.463.2002 ISSAQUAH,WA 98027 S1 NEW OPENING, DOOR INFILL,AND GENERAL NOTE b. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK PRIOR TO STARTING ANY WORK, t: 425.313,8100 c. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. d. IF NECESSARY TO COMPLETE THE WORK,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY MulvannyG2.com L E ARCHITECT MULVANNY G2 ARCHITECTURE MECHANICAL & ELECTRICAL ADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOWN. 1110 112TH AVE. NE 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND SUITE 500 ME-1 PARTIAL FLOOR PLAN, LEGEND AND NOTES SHALL BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR-CAUSED DAMAGE TO THE UTILITIES, SUCH REPAIRS SHALL BELLEVUE, WA 98004 BE DONE AT THE CONTRACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE LEAST-DISRUPTIVE AS POSSIBLE TO THE CONCRETE t:425A63.1408 NCR f: 425.463.2002 OWNER'S OPERATIONS. PERMIT SET 17'7 -1 PROJECT MANAGER: KEN WONG REFRIGERATION (FOR REFERENCE ONLY, SEE DEFERRED SUBMITTAL) 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD R-1 REFRIGERATION PARTIAL FIXTURE PLAN MEASUREMENTS, R-2 REFRIGERATION ELECTRICAL PLAN 7, DIMENSIONS ARE TO/FROM THE: a. CENTERLINE OF INTERIOR COLUMNS. ENGINEERS NORTHWEST R-3 REFRIGERATION WALL S TH STRUCTURAL SCHEDULE b, GRID LINES ADJACENT TO THE EXTERIOR WALL(FACE OF THE COLUMN CLOSEST TO THE EXTERIOR R I I- 6869 WOODLAWN AVE. NE R-4 REFRIGERATION PLUMBING PLAN GRID LINE) ENGINEER R-5 REFRIGERATION DX LIQUID LINE PLAN SEATTLE,WA 98115 c. O t 206.525.7560 R-6 REFRIGERATION DX SUCTION LINE PLAN d. FACEEDGE OF R CENTERLINE OF OPENINGS AS INDICATED.STUDS. E f.- 20&522,6698 e, FACE OF CONCRETE OR MASONRY(NOMINAL) :N f, ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB(ALSO NOTED AS FINISHED FLOOR OR INDICATED BY Uj Uj F_ THE"DATUM"SYMBOL)UNLESS NOTED OTHERWISE. (EXIST.ONE STORY BUILDING) Z . R. 110 Uj g� ALL DIMENSIONS NOTED'CLEAR"SHALL BE MAINTAINED AND SHALL ALLOW FOR THE THICKNESS OF ALL FINISHES 0 -1 PLUMBING/ T.E., INC. W830 NRIVERSIDE DRIVE INCLUDING CARPETING,TILE,WAINSCOT AND TRIM. MTT I I I MECHANICAL/ N. SUITE 200 U) h� ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE LOCATED SO THE EDGE OF THE DOOR ELECTRICAL RENTON, WA 98055 ACCESSIBILITY OTE OPENING IS 6-INCHES AWAY FROM THE FACE OF ANY ADJOINING INTERSECTING WALL. NS ENGINEER t-425.9703753 8. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE 7-1 425. . RESPONSIBLE FOR THE ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS 9703756 SHOWN, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. z ALTERATION SHALL COMPLY WITH THE FOLLOWING OREGON STRUCTURAL SPECIALITY CODE SECTION 1109 AS APPLICABLE TO 9. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT FURNISHED AND/OR INSTALLED BY THE CONTRACTOR, THIS PROJECT: SUBCONTRACTORS,OWNER OR OTHERS. 10. THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS,WALLS,CEILINGS TELGIAN 1.ACCESSIBLE ROUTE: EI.ST A AND ROOFS FOR DUCTS,PIPES,CONDUIT,CABINETS,EQUIPMENT,ETC.AND SHALL VERIFY THE SIZES AND LOCATIONS FIRE N-NCE 1101 ANDOVER PARK WEST, STE. 100 A. MINIMUM CLEARANCE WIDTH SHALL BE T-0"CLEAR(EXCEPT AS ALLOWED AT DOORS). IF ANY ACCESSIBLE ROUTE IS .......... A PROTECTION WITH SUBCONTRACTORS. _ ° SEATTLE, WA 98188 LESS THAN 5'4'WIDE,PASSING SPACES ARE REQUIRED AT MAXIMUM 200'INTERVALS, PASSING SPACE MAY BE ENGINEER t 206.439.7080 EITHER A 5'x5'SPACE,OR A T-INTERSECTION OF TWO WALKS OR CORRIDORS. 11. PLACE NO OBSTRUCTIONS,INCLUDING MAINS,PIPING,CONDUIT,ETC.OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. RUN PIPING,CONDUITS, ETC. IN JOIST DEPTH. DO NOT RUN BELOW SKYLIGHTS. ID7 .......... f: 206.439.7089 B. MINIMUM HEAD ROOM CLEARANCE SHALL BE 6'-8"CLEAR. 12, ALL CONDUITS,PIPING,ETC.SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS,DO NOT RUN AT AN ANGLE TO THE C.CHANGES IN LEVEL GREATER THAN 1/2"SHALL BE REQUIRED EDGE BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. D.OBJECTS PROTRUDING FROM WALLS AND OTHER VERTICAL SURFACES WITH THEIR LEADING EDGES BETWEEN 2'-3" WALLS. 13, IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL AND/OR CEILINGD NOT RUN EXPOSED CONDUITS, AND 6-8"ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4"INTO WALKWAYS OR CORRIDORS. PIPING,ETC,ON WALLS OR CEILINGS. V 14. ALL WORK IS TO BE PLUMB, LEVEL,TRUE TO LINE,AND STRAIGHT. REFRIGERATION KEY MECHANICAL COMPANY 2.MERCHANSIDER DISPLAY POINT OF SALE 15. ALL JOINTS ARE TO BE TIGHT,STRAIGHT,EVEN,AND SMOOTH, 19430 68TH AVENUE S A CLEAR FLOOR SPACE AT LEAST 2'-6"X4'-0"THAT ALLOWS EITHER A FORWARD OF PARALLEL APPROACH BY A PERSON A ENGINEER 16. A! L MATERIAL IS NEW UNLESS NOTED OTHERWISE. KENT, WA 98032 USING A WHEELCHAIR SHALL BE PROVIDED. 17. PROVIDE ALL FASTENERS AND CONNECTIONS(WHETHER INDICATED OR NOT)NECESSARY TO ASSEMBLE THE WORK. r C C t: 253.872.7392 18. PROVIDE SOLID BLOCKING/BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING,BUT NOT LIMITED C C TO,SINKS,WALL BRACKETS AND WALL-HUNG ITEMS, C 19. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND FINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. 20. REPAIR,PATCH,OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED,LIFTED,DISCOLORED,OR SHOWING OTHER IMPERFECTIONS. VICINITY MAP SCOPE O E WORK 21. PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE JURISDICTION. C= 22. CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNER'S OPERATIONS. LOUD ACTIVITIES(JACK-HAMMERING, SAW-CUTTING,ETC.)AND ANY WORK REQUIRING INTERRUPTIONS OF UTILITIES(WATER,ELECTRICITY,GAS,FIRE EXISTING BUILDING: SPRINKLERS/ALARM, SEWER, ETC.)SHALL BE PERFORMED DURING NON-BUSINESS HOURS AS APPROVED BY THE CJ OWNER. ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION. ole�� 23. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY AND SHALL PROVIDE ALL NECESSARY BARRICADES, DART ROAD PROJECT CONSISTS OF CONSTRUCTION OF A NEW SHOP-IN PRODUCE COOLER AND OCCUPY EXISTING SHOP-IN PRODUCE ca SICNIS, REFLECTORS, LIGHTS, ETC.TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING SAFF7 V OF E COPY COOLER AS A SHOP-IN DAIRY COOLER.THE WORK INCLUDES, BUT NOT LIMITED TO DEMOLITION,PLUMBING,ELECTRICAL,AND LIGHTING SYSTEMS. WORK IS LIMITED TO THE SPECIFIED MAIN SALES AREA ONLY, ALERTS DURING CONSTRUCTION. 217 GOVERNING AUTHORITY REQUIREMENTS: A.0 5 24.CITY OF TIGARD ADOPTED CODE:OREGON STRUCTURAL SPECIALTY CODE, 2010 EDITION Skp uj 25.OCCUPANCY CLASSIFICATION:GROUP"M"(MERCANTILE) 26.EXISTING BUILDING CLASSIFICATION-V-B FULLY SPRINKLERED M Z NTRACTOR SHALL SUBM 27.C'OIT FIRE SPRINKLER PLANS TO CITY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FIRE SPRINKLER WORKS SHALL BE DESIGNED AND BUILT BY CONTRACTOR. FIRE SPRINKLER WORKS SHALL MEET 3: U) CURRENT CODES: OUTHST a.AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE EXTENDED INTO NEW FREEZER OR COOLER AREAS WITH APPROPRIATE SPRINKLER HEADS INSTALLED. b.SPRINKLER SYSTEM SHALL BE INSTALLED AS PER NFPA STANDARD. 99 PROJECT 21.SPECIAL INSPECTION REQUIRED FOR THE FOLLOWING CONCRETE CONSTRUCTION PER CODES: a.LOCATION OF REINFORCEMENT,CONNECTORS,PRE-STRESSING TENDONS AND ANCHORAGES. ( SITE PROJECT D E S C R I P T I O Nb.EPDXY BOND STRENGTH APPLICATION. 29.SPECIAL INSPECTION REQUIRED FOR THE FOLLOWING STEEL CONSTRUCTION PER CODES: a. HIGH-STRENGTH BOLTING SITE PLAN NOTE: b.WELDING MITCHELL C. SMITH,ARCHITECT ALL EXISTING PROPERTY LINES,PARKING,EASEMENTS AND BUILDINGS TIGARD THE PROJECT IS A TENANT IMPROVEMENT TO EXISTING GROCERY SALES. c STORAGE STEEL RACK 8 FEET OR GREATER IN HEIGHT EXISTING SITE PLAN 30.CONTRACTOR SHALL SUBMIT PLANS TO ENVIRONMENTAL HEALTH DIVISION FOR REVIEW AND APPROVAL PRIOR TO ARE SHOWN ON THIS SITE PLAN INSTALLATION.CONTACT BUILDING DEPARTMENT FOR PERMIT APPLICATION REQUIREMENT. SCALE: NOT TO SCALE 5 31.CONTRACTOR SHALL SUBMIT SEPARATE STEEL RACK FABRICATION DRAWINGS AND STRUCTURAL CALCULATION TO BUILDING&SAFETY DIVISION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. A 32.OWNER AND CONTRACTOR RESPONSIBLE FOR THE FOLLOWING SUPPLEMENTAL PERMITS AS APPLICABLE: L -.,f SEE OTHER DESIGN lvk� DISCIPLINE FOR ADDITIONAL ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS ` � ABBREVIATIONS DEFERRED SUBMITTALS y� ACOUS. ACOUSTICAL EXH. EXHAUST M.H. MANHOLE Sim. SIMILAR ADJ ADJUSTABLE, ADJACENT EXIST. EXISTING MIN. MINIMUM A.F.F. ABOVE FINISHED FLOOR EXP. EXPANSION misc. MISCELLANEOUS Submittal Documents for Deferred Submittal items shall be submitted to the ©MulvannyG2 Architecture: (SLAB) EXT. EXTERIOR M.O. MASONRY OPENING S.I.O. SUPPLIED& INSTALLED BY OWNER SYMBOLS MATERIALS REFLECTED CEILING Building Official by General Contractor with a notation indicating that the All rights reserved No part of this document may be S.I.V. SUPPLIED & INSTALLED BY VENDOR reproduced in any form or by any means without ALUM ALUMINUM F.D. FLOOR DRAIN M.R. MOISTURE RESISTANT permission in writing from MuivannyG2 Architecture ANDD. ANODIZED FDN. FOUNDATION MULL. MULLION S.O.I.C. SUPPLIED BY OWNER DETAIL NORTH ARROW GYPSUM BOARD SUSPENDED CEILING Deferred Submittal Documents have been reviewed and that they have DATE DESCRIPTION APPROX. APPROXIMATE FF FACTORY FINISH MTD. MOUNTED INSTALLED BY CONTRACTOR DETAIL IDENTIFICATION PROJECT NORTH been found to be in general conformance with the design of the building. BD. BOARD FHS FLAT HEAD SCREW MTG. MOUNTING SPEC'D. SPECIFIED CUT LINE-DEFINES THE ARROW REVISION CLOUD NEW CONSTRUCTION- SHOWN SOLID CONCRETE GRID SYSTEM W/LAY IN BLDG. BUILDING FL, FLOOR N.I.C. NOT IN CONTRACT SQ. SQUARE TAILED ELEMENT AND DELTA PANELS-4'X 2'U.N.O. 4-11-11 RELEASED FOR PERMIT SLK. BLOCK F.I.O. FURNISHED &INSTALLED NOM. NOMINAL S.S. SERVICE SINK, SANITARY SEWER 3 1� TRUE NORTH 2 EARTH SHADED AREA The Deferred Submittal Items shall not be installed until the Building Official BLK'G. BLOCKING BY OWNER N.T.S. NOT TO SCALE SST STAINLESS STEEL SHEET WHERE INDICATOR DENOTES METAL BM. BEAM FIN. FINISH O.A. OVERALL STD. STANDARD GRAVEL has approved the submittal documents. BOT. BOTTOM F.R,P.P. FIBER REINFORCED PLASTIC O.C. ON CENTER STIL. STEEL DRAWN DOOR MARK 50'-0"A,F.F. WORK, CONTROL ._"T SECURITY DECK ABOVE BTWN. BETWEEN PANEL(S) O.H. OVERHEAD STRUCT. STRUCTURE, STRUCTURAL DOOR CODE- OR DATUM POINT CMU OR BRICK CB CATCH BASIN FRT, FIRE RETARDANT TREATED OP'G. OPENING SUSP. SUSPENDED WALL SECTION REFER TO EXISTING CONSTRUCTION TO REMAIN The following are Deferred Submittals: C.G. CORNER GUARD FTG. FOOTING OPP. OPPOSITE SYS. SYSTEM /-DETAIL IDENTIFICATION (Eg-SCHEDULE SLOPE DIRECTION -SHOWN LIGHT BACKGROUND PLYWOOD FIRE RATED CEILING TILE YES NO C.I. CAST IRON GA. GAUGE PTN. PARTITION T TREAD, OPCUT LINE- DEFINES THE SLOPE DOWN &_WITH DATUM MARK T.O.J. OP OF JOIST pyy GALV. GALVANIZED RIGID INSULATION LJ Fire Srinkler Sstem bGeneral Contractor C.I.P. CAST IN PLACE PERP. PERPENDICULAR DETAILED ELEMENT WINDOW, RELITE OR 1/8"PER FOOT C.L. CENTER LINE, G.C. GENERAL CONTRACTOR PL, PLATE, PROPERTY LINE T.O.M. TOP OF MASONRY 2 V LOUVER MARK CL. CLEAR GWS GYPSUM WALLBOARD, PLAS.LAM. PLASTIC LAMINATE T.O.P TOP OF PARAPET SHEET WHERE DRAWN WINDOW BATT INSULATION • SPRINKLER DROP 21 L1 Fire Alarm System by Owner as applicable CLC. CEILING GYPSUM BOARD PLYWD. PLYWOOD T.O.S. TOP OF STEEL NUMBER- REFER SPRINKLER MAIN WOOD MEMBER Lj Smoke Alarm System by Owner as applicable CMU CONCRETE MASONRY UNIT H.B. HOSE BIBB PLBG. PLUMBING T.O.W. TOP OF WALL 14 NUMBER SCHEDULE DROP CORD(SEE ELECT.) COL. COLUMN H.C. HANDICAPPED PNL� PANEL, PANELING T&B TOP&BOTTOM EXISTING CONSTRUCTION TO BE WOOD BLOCKING Freezer/Cooler Fabrication Drawings by General Contractor CONC. CONCRETE H.M. HOLLOW METAL PREP. PREPARATION TEL. TELEPHONE BUILDING SECTION REMOVED- SHOWN DASHED- ❑ Refrigeration Systems by General Contractor CONT. HORIZ. HORIZONTAL TEMP. TEMPERED DETAIL IDENTIFICATION EQUIPMENT MARK PROPERTY LINE F - - - - - - - - AIR HOSE CONTINUOUS HT. HEIGHT PROJ. PROJECT 11_� EQUIPMENT FINISHED WOOD CONSTR. CONSTRUCTION HTR. HEATER PRV PRESSURE REDUCING T&G TONGUE &GROOVE 6 NUMBER- REFER CONTR. CONTRACTOR VALVE T.G. TEMPERED GLASS 9M ACOUSTICAL TILE C.T. CERAMIC TILE INSUL. INSULATION PT. POINT TYP. TYPICAL ��S_HEET WHERE DRAWN TO SCHEDULE FENCE @ WATER DROP #95-1840-17 DBL DOUBLE INT. INTERIOR Q.T. QUARRY TILE UTIL. UTILITY x-xXx STEEL PM: KEN WONG _ DIM. DIMENSION JT./JTS, JOINT,JOINTS QTR. QUARTER U.B.C. UNIFORM BUILDING CODE ROOM MARK EXHAUST VENT OR DRAWN: DTL. DETAIL L. LONG, LENGTH R RADIUS U.N.O. UNLESS NOTED OTHERWISE EXTERIOR ELEVATION ROOM--ROOM NAME ALUMINUM F1 RETURN AIR GRILLE D.F. DRINKING FOUNTAIN LAM. LAMINATE, LAMINATED R.C.P. REFLECTED CEILING V.C.T. VINYL COMPOSITION TILE DETAIL IDENTIFICATION =-ROOM NUMBER A BREAKLINE NEW FREEZER COOLER E.I.F.S. L.F. LINEAR FOOT, LINEAL FOOT VERT. VERTICAL 8 D.S. DOWNSPOUT PLAN WALL BY REFRIGERATION DWG. DRAWING LIQ. LIQUID R.D. ROOF DRAIN V.I.F. VERIFY IN FIELD SHEET WHERE DRAWN f7l HVAC DIFFUSER TITLE SHEET EA. EACH LT.V\[T. LIGHT WEIGHT R.L. RAIN LEADER W/ WITH 2 SOUND INSULATION V\j E.D.P. ELECTRONIC DATA MAS. MASONRY REC'D. RECEIVED W/o WITHOUT INTERIOR ELEVATION COLUMN GRIDS FLUORESCENT PROCESSING MAX. MAXIMUM REFRIG. REFRIGERATION WD. WOOD DETAIL IDENTIFICATION LIGHTING FIXTURE E.F.S. EXTERIOR FINISH SYSTEM M.B.S. METAL BUILDING SUPPLIER REINF. REINFORCING WDW. WINDOW ELEV. ELEVATION, ELEVATOR MECH. MECHANICALREQ'D. REQUIRED W.P. WATERPROOF 5.03 6 FLUORESCENT LIGHTING ELEC. ELECTRICAL MEZZ. MEZZANINE R.O. ROUGH OPENING WR. WATER RESISTANT FIXTURE ENCL. ENCLOSURE MTL. METAL SCHEID. SCHEDULE WT. WEIGHT SHEET WHERE DRAWN EQ. EQUAL MFG. MANUFACTURING S.C. SOLID CORE W.W.F. WELDED WIRE FABRIC 0 INCANDESCENT OR 111D. T;� 1 . 01 MFR. MANUFACTURER SHT. SHEET Y.D. YARD DRAIN LIGHTING FIXTURES C) C) co 00 C) 0 F- U-1 12 11 9 7 5 4 3 2mrim 1 -- T K ; K TIGARD OR LOCATION 111 .............. .... a 7 850 SW DARTMOUTH J J D 722 , . R , OR 9 3 TIGA COSTCO WHOLESALE N _ H .... CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 W",Costco.com G G AVE 1110 112 H NE SUI 500 7 SU F F - - BELLEVUE, WA 198004 t 425.463.2000f 425.463.2002 I MulvannyG2.com E E PERMIT SET D D : Q w EXIT PASSAGEWAY :,... .,.., ............................. ...., . . .:.......:... _..... ... . . .... ....._ .... .. . ... .. ' ... .... . ti .... : C ;' C f ...... ....... ............................................... B B NN _ ABO .. ..... ... . ... . . ... . .... ......... ........... ...... ... . .. .. Hk Li EXIT PASSAGE WAY r l r _ _ C Z Z Z .... �-_ 12 3r 2 MAIN ENTRANCE AND EXIT NOTE; POST SIGNS INSIDE MAIN SALES ABOVE DOORS WITH ;` '; .• '' 1"HIGH LETTERING STATING THIS DOOR TO REMAIN IT N T BUSINESS .......... PEN POSITION DURING STORE USI ESS IN FULL 0 HOURS 10.4 10 :.: F4 6 ' S :. 4 3 2 1 OPERATION / DEMOLITION PLAN SCALE: NOT TO SCALE DEMOLITION KEY NOTES OPERATION KEY NOTES EXIST. EGRESS SUMMARY EXIST. BUILDING STATISTICS CONTRACTOR NOTES (EXCLUDE TIRE INSTALLATION) FLOOR AREA: DEMOLITION&REMODEL CONSTRUCTION GENERAL NOTES REMOVE HIGH-PILED STORAGE STEEL RACK. SEE OPERATION NOTE FOR MAIN SALES: CD1� MITCHELL C. SMITH,ARCHITECT OPERA-HON NOTES#3 AND#4. THE BUILDING WILL BE OCCUPIED AND IN FULL USE BY THE OWNER DURING CONSTRUCTION. 1. EXISTING TOTAL EXIT DOORS SHALL BE MAINTAINED DURING TOTAL OCCUPANTS - MAIN BUILDING: 3,972 WAREHOUSE = 131,418 S.F. 1. CONSTRUCTION THAT MAY AFFECT THE PUBLIC SHALL BE DONE DURING OFF-HOURS CONSTRUCTION. _ 2. AREAS OF DEMOLITION SHALL INCLUDE, BUT ARE NOT LIMITED TO,ANY STRUCTURAL,PLUMBING,ELECTRICAL, MECHANICAL, FIRE SPRINKLER, ETC. ITEMS NECESSARY TO COMPLETE THE DEMOLITION WORK.THE REMOVE PARTIAL CMU WALL AND EXTERIOR CURB FOR TIRE CENTER - 5,184 S.F. CONTRACTOR IS TO REMOVE ALL WALLS,BOLLARDS,MISC.STEEL,PLUMBING,ELECTRICAL,RAISED CONCRETE SLAB,CURBS,REBARS,ETC.ASSOCIATED WITH DEMOLITION OF AREAS SHOWN. 2 EGRESS DOOR CONSTRUCTION. SEE OPERATION NOTES#3, 2. CONTRACTOR TO PROVIDE CONSTRUCTION BARRIER AND SHALL EGRESS WIDTH PER PERSON SERVED: 0.2 TOTAL SQ. FT. = 136,602 S.F. 3. ALL REMOVED ITEMS NOT DESIGNATED FOR REUSE SHALL BE OFFERED IN GOOD CONDITION TO THE OWNER. DURING THE BIDDING PERIOD,COORDINATE AND VERIFY WITH THE OWNER AS TO WHICH ITEMS ARE TO BE REMAIN UNTIL PROJECT SUBSTANTIAL COMPLETION. SALVAGED. 1 #4, #5 AND #7. 4. DO NOT INTERRUPT ANY SERVICES(WATER, PLUMBING,FIRE SPRINKLER, ETC.)WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER. �'` 3. EXIT PASSAGEWAY SHALL REMAIN CLEAR OF OBSTRUCTION AT ALL REQUIRED EGRESS WIDTH (IN INCHES): 794 5. MAINTAIN FIRE SPRINKLER AND FIRE ALARM SYSTEM IN OPERATING CONDITION AT ALL TIMES. NOTIFY THE OWNER AND COORDINATE AT LEAST 48-HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING THE FIRE '• ✓�, �, ' °� NUMBER OF STORIES: ONE SALVAGE STEEL DOORS AND HARDWARE DEMOLISH STEEL TIMES. SPRINKLER OR FIRE ALARM SYSTEMS. PROVIDE FIRE-WATCH AS REQUIRED BY THE JURISDICTION. F3 6. PROVIDE AND MAINTAIN EGRESS PATHS THROUGHOUT CONSTRUCTION INCLUDING,BUT NOT LIMITED TO,EXIT SIGNS,LIGHTING,FIRE SPRINKLERS,ETC. OBTAIN FIRE MARSHAL APPROVAL PRIOR TO CLOSING ANY EGRESS , 4. DEMOLITION WORKS SHALL PROCEED DURING STORE AFTER HOURS DOOR FRAME. SEE OPERATION NOTES#1, #3, #4, #5, #6 AND ACTUAL EGRESS WIDTH (IN INCHES): OPENINGS AND/OR EGRESS PATHS DURING DEMOLITION/CONSTRUCTION.` AND SHALL BE APPROVED PRIOR BY STORE MANAGER. „ „ BUILDING HEIGHT (ABOVE FLOOR): APROX. 30 FEET 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES WITHIN PROXIMITY OF THE WORK AREA PRIOR TO EXCAVATION. AVOID CUTTING EXISTING CONDUIT OR PIPE EMBEDDED WITHIN FLOOR SLAB OR 2' #7. (14) 48 DOORS AT 45 NET = 630 5. ALL EGRESS DOORS SHALL REMAIN OPERATIONAL AND CONNECTED „ „ YES NO DIRECTLY BENEATH FLOOR SLAB, LASER SCAN OR SIMILAR METHOD SHALL BE CONDUCTED BY CONTRACTOR PRIOR TO CUTTING CONCRETE FLOOR. (4) 36 DOORS AT 33 NET = 132 8. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK TO EXISTING PRIOR 4 REMOVE/RELOCATE HIGH BAY LIGHT FIXTURE PER SHEET TO STORE SECURITY SYSTEM AT ALL TIMES. TOTAL = 762 AUTOMATIC FIRE SPRINKLER SYSTEM: [ X ] [ ] TO STARTING ANY WORK. ME-1. SEE OPERATION NOTES#2 #3, AND#4. 6. MAIN SALES MUST REMAIN SECURELY LOCKED DURING STORE 9. PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED TO PREVENT DUST AND DEBRIS FROM SETTLING ON ADJACENT AREAS NOT UNDER CONSTRUCTION. REVIEW WITH AND OBTAIN OWNER'S APPROVAL FOR LOCATIONS. O MulvannyG2 Architecture NON-BUSINESS HOURS. CONTRACTOR SHALL REVIEW EGRESS DOOR 10. CAP ALL UTILITIES AND DRAIN LINES BELOW THE FLOOR AS REQUIRED, CONTRACTOR IS RESPONSIBLE FOR FLOOR re rights reserved,in any r part y this document may be FIRE ALARM SYSTEM: [ X ] [ ] reproduced in any form or by any means without REMOVAURELOCATE WORK WITH STORE MANAGER PRIOR TO PATCHING. permission in writing from MulvannyG2 Architecture. REMOVE CONCRETE PAVEMENT FOR NEW LANDING 11. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND ❑ CONSTRUCTION IF OUTSIDE GRADE AT SPECIFIED CONSTRUCTION. CONSTRUCTION. d DATE DESCRIPTION 5 NOTES: CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS 12. WHEN CUTTING AND PATCHING,THE CONTRACTOR SHALL USE METHODS LEAST LIKELY TO DAMAGE ELEMENTS 4-11-11 RELEASED FOR PERMIT LOCATION IS NOT LEVEL WITH BUILDING FLOOR AND IS RETAINED OR ADJOINING SURFACES. CUT HOLES AND SLOTS AS SMALL AS PRACTICAUPOSSIBLE,NEATLY TO SIZE EXCEEDED 2% SLOPE (V.I.F.). SEE OPERATION NOTES #1 REQUIRED AND WITH MINIMUM DISTURBANCES OF ADJACENT MATERIALS. AND#2. 13. WHERE EXISTING CONSTRUCTION IS REMOVED,CUT OR OTHERWISE DISTURBED, PATCH TO MATCH THE EXISTING ADJACENT SURFACES. SEAMS TO BE AS INVISIBLE AS PRACTICAL. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH AS CORNERS,CEILING LINES,TOP OF BASE,ETC. ❑6 DEMOLISH PARTIAL GWB WALL TO MAKE ROOM FOR STEEL OPERATION NOTE FOR BAKERY PREP.: 14. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, PERFORM A SMOOTH AND EVEN TRANSITION, P;;TCHED WORK COLUMN CONSTRUCTION. SEE OPERATION NOTES #1, #3, TO MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. #4 AND #5. 15. REMOVE AND REPLACE AREAS,SURFACES OR ITEMS THAT CANNOT BE SATISFACTORILY PATCHED. 7. BAKERY DEPARTMENT SHALL REMAIN OPERATIONAL AT ALL TIMES, 16. ASA MINIMUM,THE LEVEL OF WORKMANSHIP SHOULD MATCH THE GENERAL LEVEL OF EXISTING WORKMANSHIP, CONTRACTOR SHALL REVIEW HOURS OF OPERATION, DUST CONTROL 17, WHERE REQUIRED,TRIM EXISTING WOOD DOORS AS NECESSARY TO CLEAR FLOORING. SEAL CUT EDGES. 18. UNLESS SHOWN ON THE DRAWINGS OTHERWISE,DO NOT SUPPORT OR SUSPEND ITEMS,EQUIPMENT, HANGERS,ETC, BARRIER AND TEMPORARY BAKERY SALES LOCATION WITH OWNER FROM EXISTING STRUCTURAL MEMBERS(BEAMS,TRUSSES,JOIST,ETC.)WITHOUT WRITTEN APPROVAL OF A LICENSED PRIOR TO CONSTRUCTION. STRUCTURAL ENGINEER. 19. DO NOT CUT OR DRILL ANY STRUCTURAL MEMBER(PARTICULARLY ROOF JOIST)WITHOUT WRITTEN APPROVAL OF A LICENSED STRUCTURAL ENGINEER. 20. SHORING OF STRUCTURAL FOUNDATIONS,STRUCTURES,AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE DOCUMENTS IS CONSIDERED A MEANS,METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY LEGEND OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER TO SUPERVISE,APPROVE,AND/OR PROVIDE DRAWINGS FOR STRUCTURAL FOUNDATIONS,STRUCTURES,AND/OR TRENCHING, IT IS THE RESPONSIBILITY OF #95-1840-17 THE CONTRACTOR TO CONTRACT WITH THE ENGINEER DIRECTLY AND THE COST SHALL BE INCLUDED IN THE BASE BID. PM: KEN WONG 21. ALL SYSTEMS AND SERVICES ARE TO BE LEFT OPERATIONAL PRIOR TO THE END OF EACH WORKDAY. DRAWN: KW/MR 22. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOBSITE DAILY AND LEAVE THE BUILDING AND DOOR SIZE-*� GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK. _............................... ..................._..'' ............. --__ OPERATIONAL PHASING NOTES EXISTING/DEM O LOCATION ___..:...,. 1. THE PHASING INDICATED ON THE DRAWING IS THE OWNER'S PREFERRED OPERATIONAL SEQUENCES.THE CONTRACTOR SHALL CONFIRM THE OPERATIONAL PHASING WITH THE OWNER PRIOR TO STARTING FLOOR PLAN COSTM AREA - -OCCUPANT LOAD CONSTRUCTION 2. THE PHASING SHOWN IS NOT INTENDED TO REPRESENT OR DICTATE CONSTRUCTION PHASING,MEANS, METHODS OR TECHNIQUES. OCCUPANT LOAD FACTOR 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION PHASING SO AS NOT TO IMPACT THE OWNER'S OPERATIONS. (SQ.FT.PER OCCUPANT) 4. REMOVE WALLS,BOLLARDS, PLUMBING,ELECTRICAL, ETC.AND CAP UTILITIES BELOW THE FLOOR AS REQUIRED TO ACHIEVE THE OPERATIONAL PHASING. 5. PROVIDE TEMPORARY UTILITIES AS REQUIRED DURING PHASING. G � ■ 6. WHEN THE WORK INCLUDES DEMOLITION OF OR TEMPORARILY COVERING OF THE EXISTING EXTERIOR SIGNAGE,THE CONTRACTOR SHALL PROVIDE A TEMPORARY"COSTCO WHOLESALE"SIGNAGE(OF SIZE COMPARABLE TO EXISTING SIGN)UNTIL PERMANENT SIGN IS INSTALLED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. PROVIDE ILLUMINATION FOR THE TEMPORARY SIGN. CONFIRM LOCATIONS WITH THE OWNER. CD O O N O O -- _ _ _ _ _ _ _ _ _1r ` W C/) r LU 12 11 9 7 5 4 3 2 FACE OF 1 EXIST.OPN'G. 1 6-4 ! OPN'G ! TIGARD, OR LOCATION 111 r 1 7850 SW DARTMOUTH } TIGARD, OR 97223 COSTCO WHOLESALE AREA OF WORK THIS PERMIT f CORPORATION DOORS ALTERATIONEGRESSISSAQ�H;wA' $27 999 T: 425.313.8100 WWW.costco.com H H : <, 1110112AVE, ' THA E NE � SUITE 500 ' EiELLEVUE, WA 98004 _ t 425.463.2000 f 425.463.2002 MulvannyG2.com PERMIT SET F F E E EXIST.MECHANICAL MEZZANINE ABOVE TR , 0 EHADED.SEE STRUCTURAL CALCULATION AND SHEET R-1 t _ ; i r : 15' I 1 _ 1 v r • i 1 1 ♦♦ ! ♦ t!! .: I .. 1 ' I . ! ; .... 1 ! 0 4' 8' 16' 32 1 1 : MITCHELL C SMITH ARCHITECT g oo 1 2A,2B 1 A-2.01 1 1 �� .. ... _._.. _ ........ _ DBL.CURBS: 40 r 16 !�` 28 s (LIA.O.) 1Z Lr i 3 , : L�L J E, Vv'A_3 U FREEZER/COOLER INSTALLATION NOTE: I ! 15 j� A 2.01 05'-0" f'. 1. FABRICATION DWG. UNDER SEPARATE SUBMITTAL. TURN CURB W! I 1 I 1 = d SEE DETAIL #3 ON SHEET A201 FOR TYP. CURBING AT "'! i FLOORING FINISH NEW 1 I �1 R-1 SHOP IN 00 ! COOLER STEEL COLUMNS. } ! I 7A AIR DOOR PRODUCE 2A I "1 '—•� I ABOVE 107 IOc - All rights reserved.No part of this document may be I I CORNER I I SINGLE 3 I 1 A 2.q1 1 perm riling from MulvannyG2 Architecture. reproduced in a form or means - fission in writing CURB .--� ! t CLOSURE ! ! GUARD .—r . y Q DATE DESCRIPTION O : 4-11-11 RELEASED FOR PERMIT A ! ! FACE OF BAKERY 45-10" '=4. 47'-8" 12 HEAD WALL ABOVE _ ! _....._ COOLER. � OPf�'G. {12) '.5'TALL STEEL 9'-8"X8'0"LEVEL CMU INFILL 0 MATCH EXIST. RACE;BY OWN Ef2 LANDING W12%SLOPE ! WALL SHADED(PAINT) INSIQ COOLER;(S.O.I.C.) ! MAX.SLOPE EDGES TO EGRESS G — PROPOSED ! MEET EXIST GRADE ! (EXCLUDE TIRE INSTALLATION) 1 SIM. TOTAL OCCUPANTS - MAIN BUILDING: 3,97210.4 10 6 i 5 4 3 2 1 7 1 ' ! 1 EGRESS WIDTH PER PERSON SERVED: 0.2 #95 I 1 } 17 PROPOSED FLOOR PLAN PM: KENNWONG REQUIRED EGRESS WIDTH (IN INCHES): 794 / DRAWN: K ♦ r SCALE: 1/16" = 1'-0" DR ACTUAL EGRESS WIDTH {IN INCHES}: �� - T (14) 48" DOORS AT 45" NET = 630 �� AREA OF WORK THIS PERMIT PROJECT DATA FLOOR PLAN (5) 36" DOORS AT 33" NET = 165 COSTM `- - - PRODUCE COOLER ALTERATION BUILDING DATA: TOTAL = 795 BUILDING AREA 140,640 S.F. (REMAIN UNCHANGED) TIRE CENTER 5,184 S.F. (REMAIN UNCHANGED) EGRESS DOORS ALTERATION TOTAL BUILDING 145,824 S.F. Al ■ r. C) a oNo BACK WHERE WALL OR DISPLAY CASE ROOM FINISH SCHEDULE AND ABBREVIATION KEY � WHERE OCCUR A PLAN AT CORNER CONCRETE CURB VOTE: SEALANT ALIGN JOINTS IN CURB WITH FLOOR JOINTS. LOC. NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS Of `a CURBS TO NAVE;TEEL TROWEL FINISH. Q SEAL CURBS. MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HT. SEE NOTES BELOW 3/4"CHAMFER 6" BOLLARD AND SLEEVE MAIN 107 PRODUCE COOLER CONC. CONC. MIP. MIP. 21'-1" CONTINUOUS#4 0 '' SALES caswo BACK OF WALL OR DISPLAY CASE I INSULATED WALL PANEL BY REFRIG, DOWEL MIN.6"INTO EXIST.CONC. CONTR.SEE SHEET TS 1.01 AC-2 4x2 USP. GRID W/MOISTURE M MEDIUM TEXTURE P PAINT SEAL SEALER WHERE OCCUR — CURB WHERE OCCUR : TIGARD OR SEALANT >'• :o DEFERRED SUBVMITTAL RESISTANT WASHABLE MB MEDIUM BROOM PB POLYMER BASE- COVED SG SEMI-GLOSS ENAMEL NEW POLYMER FL.TO MATCH LAY-IN ACOUSTIC BOARD MIP METAL INSULATED PANELS PF-1 POLYMER FLOORING, HRI MEDIUM TEXTURE SS STAINLESS STEEL LOCATION 111 EXISTING WHERE OCCUR I CONC CONCRETE MPLY MARINE GRADE PLYWOOD PF-2 POLYMER FLOORING, HRI STANDARD TEXTURE TB TILE BACKERBOARD CONC.CURB WHERE OCCUR 31/2" ` 'R MRGWB MOISTURE RESISTANT GYPSUM PF-6 POLYMER FLOORING, GS/HT4 -TEXTURE 2 7850 SW DARTMOUTH 314"CHAMFER >- o • FRPP FIBER REINFORCED PLASTIC C? — — . "' cC7NTINuous#4 ' ' PANEL(S) FULL HEIGHT WALL BOARD PLY PLYWOOD TIGARD, • • o OR 97223 DOWEL MIN.6"INTO EXIST.CONC, #4 AT 36"O.C. MAXIMUM ,. * ' ', TUBE STEEL COL. ¢ GWB GYPSUM WALL BOARD PAINT------ CURB WHERE OCCL P r .a, AND WITHIN 12"OF CORNER o, AND BASE PLATE BY REFRIG. 1/4"PRE MOLDED ' CONTR.SEE SHIT.TS-11.01 PROJECT & PRODUCTS SPECIFICATION JOINT FILLER i CONTINUOUS#4 . V DEFERRED SUBMITTALE3 `O O STC #4 AT 36"O.C. MAX10tiUM , a DOWEL MIN.6' INTO EXIST.CONC. LU ° ..j •� . AND WITHIN 12"OF(:ORNER CURB WHERE OCCUR • DIVISION 1 GENERAL REQUIREMENTS baa ,�0, o a ,,,o, o a o' SECTION 01100 SUMMARY OF WORK- SEE COSTCO WHOLESALE CORPORATION PURCHASE ORDER UNDER SEPARATE COVER. WH O L E SAL E 14 •I »iT.o5i ' �' -- -- - - - - F. F.l I, FREEZER OR COOLER MAIN sALEs DIVISION 2 SITEWORK CORPORATION t SECTION 02751 CEMENT CONCRETE PAVEMENT 999 LAKE DRIVE l ° I CONCRETE MIXES A. Portland Cement: Use only ready-mix concrete furnished by an established supplier, conforming to ASTM C 941 C 94M"Specification for Ready-Mixed Concrete.. Concrete at general slab pours where curing time can be 28 days: Use ISSAQUAH, WA 98027 e„ 2A 2B Type I Portland Cement, or as indicated on Structural Notes. T: 425.313.8100 II• I A2.01 A2.01 STEEL REINFORCEMENT A. Use ASTM A 6151A 615M, Grade 60,#4 deformed reinforcement bars spaced at 18 inches(450 mm)on center each way, unless other reinforcement size type and spacing is indicated on the Drawings. ( I DRILL AND EPDXY AT CURB DRILL AND EPDXY AT CURB i�dWw.COStCo.COrrt L`� (TYP.) (TYP.) B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcement bars, welded wire fabric, and dowels in place. Manufacture bar supports according to CRSI s'Manual of Standard Practice"from steel wire, plastic, or precast concrete or fiber-reinforced concrete of greater compressive strength than concrete. AT SLAB EXTERIOR SLAB JOINT MATERIAL A. Expansion Joint Filler Strip: Asphalt-saturated cellulosic fiber in preformed strips used with a joint cover. 10" � INSIDE CURB ALL OUTSIDE CURB OCCUR p �—_ — — 1. Product: "Fibre Expansion Joint with Snap-Cap'' by W. R. MEADOWS, Inc. M� Ate''SIDES ",B WHERE NO DISPLAY CASE B. Horizontal Joint Sealants: 1. For concrete to asphalt surface contact use one of the following: CURB AT p g TYPICAL INTERIOR BOLLARD TY P. CURBS AT COOLER / FREEZER INSULATED PANEL SUPPORT a. One-component, cold-applied, self-leveling,3405"byW. R.polymer modified, asphalt emulsion, 118 to 1 inch(3 to 25 mm)wide joints. 1 Acceptable Product: "SOF-SEAL 3405"b W. R. Meadows, Inc. - r� b. One-component, cold-applied, self-leveling, 1/4 to 1-inch(6 to 25 mm)wide joints. \I SCALE: 1/2" = V-0" 05505018-0805 2 SCALE: 3" = V-0" 03330008-0805 SCALE: 1" = V-0" (PLAN VIEW) 1)Acceptable Product: "890-SL Self-Leveling Silicone Joint Sealant"by Dow Corning Corporation. 2. For concrete to concrete surface contact, use two-component flexible joint filler, polyurethane sealant. WALL WHERE OCCURS---- PRODUCE a.Acceptable Products: 1)"SL-2" by Sonneborn. COOLER =1 MAIN 1110 112TH AVE. NEI SUITE 500 SEALANT AND 1/2" i 107 SALES 2)°Sikaflex 2C SL"by Sika Corporation, Inc, 1/8"X 1 1/4"SAW PREMOLDED JOINT i COOLER WALL PER BELLEVUE, WA 1 98004 CUT JOINT FILLER FULL DEPTH i PLANS �a DIVISION 3 CONCRETE t 425.463.2000 f 425.463.2002 777771, i CONCRETE CONCRETE SECTION 03300 STRUCTURAL CONCRETE - SEE SHEET 51.0 SLAB OR SLAB OR ° a e CURB a CURB EXTERIOR INTERIOR DIVISION 4 MASONRY MulvannyG2.com SECTION 04100 MORTAR AND GROUT CMU WALL PER PLAN MORTAR O CONTROL JOINT EXPANSION JOINT �/ SEALANT BOTH SIDES A General Requirements PERMIT SET 1. Comply with ASTM C 270, C 780 or C 1142 for reinforced masonry. HOLLOW MTL. DOOR 2. Use color as part of mortar appearance, add at a rate recommended by manufacturer of colorant, to get color selected by Architect. (See Exterior Finish Schedule on drawings) CONTINUOUS SEALANT, FRAME(PAINT) B. Components TYPICAL 1. Cement: Portland Cement conforming to ASTM C150(Type 1). One brand of uniform color. RAIN DRIP PAINT ° „°. 5' 0" 5'0" 5' 0" 5'-0" TO MATCHFRAME) a ° d. ° 2. Lime:ASTM C207, minimum of 92 percent hydrated. MAXIMUM MAXIMUM MAXIMUM MAXIMUM 4 3.Aggregates: a. Mortar. ASTM C144. WALL LINE 8"-0"'HIGH GWB ON ° ° > b. Grout:ASTM C404. Provide"fine"grout when so specified on Structural Drawings. (WHERE7] B METAL STUD FRAMING ° c a 4. Water: Clean and free of deleterious substances(potable). OCCURS) a ° a - d 5. Proportions and Mixing: Follow ASTM C 270 Proportion Specifications. SD201 CONTROL w HEAD a. Pre-blended, Dry Mortar Mix: Pre-blended dry mortar mixes, complying with ASTM C270"Type S"may be used on approval by Architect. JOINT. Z F.R.P.P. FULL HEIGHT b. Masonry cement will not be permitted. MEDIUM BROOM WITH EDGE MOLD _� coo GROUT FINISH A B = and bond beams ASTM C 47 observing"Grouting imitations described in the applicable building A. Grout for hollow mason unit cells, lintels 6, a n n L' a f n code. SD2.01 SD2.01 GROUT SOLID � masonry 3-5/8"METAL STUDS B. Other locations:ASTM C 476,fine grout. AT 16"O.C., MAX. H.M. DOOR PER o ADMIXTURES a. Do not use calcium chloride in mortar or grout. EXTERIOR WALL SCHED.(PAINTED) b. Colored Mortar Pigments- Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes. Use only pigments with a record of satisfactory performance in masonry mortars. Use one of the following: JOINT THROUGH /�2� AND FULL HEIGHT EXPANSION EXPANSION 5 3/4" 1. True Tone Mortar Colors; Davis Colors, 3700 E. Olympic Boulevard, Los Angeles, CA 90023-3123, ph: (800)356-4848 or(323)269-7311, fax: (323)269-1053, www.daviscolors.com. OF CURB JOINT JOINT A2.01 2. Centurion Pigments; Lafarge Corporation, 12950 Worldgate Drive, Herndon, VA 20170, ph: (703)480-3600, fax. (703)796-0062, www.lafargenorthamerica.com. 20'-0" CURB BELOW c. Water-Repellent Mortar Admixture: Liquid water-repellent mortar admixture intended for use with CMU. If masonry units are made with integral water repellent, then use mortar admixture products by the same manufacturer. Otherwise, us in MAXIMUM one of the following: PLAN MASONRY ANCHORS, 1. "Dry-Block Mortar Admixture" Integral Liquid Polymeric Mortar Water-repellent admixture manufactured by Grace Construction Products, 62 Whittemore Avenue, Cambridge, MA 02140-1623, ph: (866)333-3726 or(617)876-140 \\ MIN.3 PER JAMB GROUT fax: (617)498-2677, Contact: Zach Swanson(425)301-2506, www.graceconstruction.com. SOLID CMU CELL WHERE OCCUR d. Cold-Weather Mortar Admixture: Non-chloride, noncorrosive, accelerating admixture complying with ASTM C 494/C 494M, Type C, and recommended by the manufacturer for use in masonry mortar of composition indicated. Use one of the ON—SITE WALKS CLOSURE DETAIL — PLAN VIEW following: 1. "Morset"Accelerating Mortar Admixture manufactured by Grace Construction Products, Cambridge, MA 02140; ph: {(866)333-3726 or(617)876-1400, fax: (617)498-2677; www.graceconstruction.com. 4 SCALE: NOT TO SCALE 0710 5 SCALE: 3" - V-0" 0805 2. Add cold-weather admixture(if used) at the same rate for all mortar, regardless of weather conditions, to ensure that mortar color is consistent. SEALANT BOTH SIDES ° SECTION 04200 UNIT MASONRY NN Concrete Masonry Unit Colors and Surface Finishes: d. RE°t„FEDCLEARANCE a N 1. Use natural (grey)masonry units and integrally colored masonry units, selected to be exact match of existing, adjacent construction. (See Exterior Finish Schedule on drawings.) .ROVE C°°LER \-1/4”LONG MTL"HUGGERS" g ° $, 2. Furnish smooth(normal)face masonry units and units with ribs, flutes, striations, offsets and scores, with smooth and split faces, selected to be exact match of existing, adjacent construction. ----- ----- �@ JAMB Z WALL REINFORCEMENT See Sheet S1 Structural Notes. --------------------- --------------- ----- --------� AT 10 DEGREES w a o PREFORMED EXPANSION JOINT AND CONTROL JOINTS LO A. Provide pre-molded filler, formed from rubber or PVC 80 Shore A hardness, minimum. (, 2" GROUT SOLID 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include the fallowing: MOIJNtSIGNrSG'C„:NREF-,G a. "Rapid Joint Wide Flange” by Dur-O-Wal, Inc., 625 Crane Street, Aurora, IL 60504, ph: (800)323-0090 or(630)898-1101, fax: (630)898-833*ww.dur-o-wal,com. DEL MAL A NEAIKERY TDR b. "PVC"VS Series control joints by Hohmann&Barnard, Inc., 30 Rasons Ct., P.O. Box 5270, Hauppauge, NY 11788-0270, ph: (800)645-0616 or(631)234-0600, fax: (631)234-06&5yvw.h-b.com. DELL MEATH"D BAhERV AT CORNER "'NAGE B. Select in suitable size to fit the nominal face-to-face thickness of CMU units. DELI.MEATAND BAKERY SIONAGEAT FRONT FRESH PRODUCE � 1/4"LONG MTL DIVISION 5 METALS "HUGGERS"AT WEATHERSTRIPPING SECTION 05500 METAL FABRICATIONS 7A WALLCOVER 71!01 BEYOND 10 DEGREES THRESHOLD SET IN X ANCHOR AND FASTENER - SEE DEFERRED SUBMITTAL FREEZER/COOLER FABRICATION DRAWINGS ' - FULL BED OF SEALANT 2 i COOLER NO PAINT N CV OPEN °LLARD ONCRE E i A BAKERY PIPE BOLLARDS WITH 3'-9" EMBEDDED BELOW GRADE: 2.01 TVP _.Ot`'URB ` 2.Qt SIDE SLOPE 114°PER FT. A. Use Schedule 60 primer coated steel pipe for interior installations. ! f 5 1/2" 1. Include a full height bollard sleeve for each bollard. @ SILL 2. COLORS: Use OSHA Yellow. @AT WING WALL B. Bollard Sleeve Manufacturer.- IDEAL SHIELD, 2525 Clark Street, Detroit, MI 48209-1355, Ph. (866) 825-8659 or(313) 842-7290, Fx: (313) 849-1646, Email: info@idealshield.com, www.idealshield.com, Contact: Chris Parenti. PRODUCE COOLER FRONT WALL 7 CORNER GUARD PROFILE EXTERIOR DOOR DIVISION 6 WOOD & PLASTICS - SEE DEFERRED SUBMITTAL FREEZER/COOLER FABRICATION DRAWINGS 6 SCALE: 1/8" = V-0" 0910 l SCALE: 6" = V-0" 0908 � SCALE- 3" = 1'-0" 08110008-0104 DIVISION 7 THERMAL & MOISTURE PROTECTION SECTION 07190 WATER REPELLENT: A. CLEAR WATER REPELLENT TREATMENT-Approved Manufacturers: Use a product appropriate for the substrate indicated, meeting local VOC regulations, manufactured by one of the following manufacturers: 1. Protectosil Chem-Trete or Aqua-Trete, a Brand Product of Degussa Evonik Industries, 379 Interpace Parkway, Parsippany, NJ 07054, contact: Bob Sallee, ph: (800)370-7821 or(253)841-2849, email: bob@salleeco.com. 2. ProSoCo, Inc., 3741 Greenway Circle, Lawrence KS 66046, www.prosoco.com, contact Gene Bollinger at(206)384-8057, emadene.bollinger@prosoco.com. MITCHELL C. SMITH,ARCHITECT 3. Hydrozo Enviroseal, a Brand Product of BASF Building Systems, 889 Valley Park Drive, Shakopee, MN 55379-1854, ph: (800)327-1570 or(952)496-6000,fax: (952)496-6062, contact: Bruce Jackson(503)887-4402,www.chemrex.com B. For concrete mason substrates between 40 and 90 de F 4 and 32 de C), use one of the following: DOOR SCHEDULE masonry g ( g ) - 1. "Protectosil Aqua-Trete Concentrate"by Evonik Degussa Industries. 2. "Weather Seal Siloxane WB Concentrate" by Prosoco. 3. H drozo"Enviroseal PBT", a Brand Product b BASF BuildingSystems. DOOR FRAME w 15 SECOND DELAY C. PREFORMED JOINT SEALANTS-Preformed Foam Sealant: Manufacturer's standard mildew-resistant, nonmigratory, nonstaining, preformed, precompressed, open-cell foam sealant that is manufactured from high-density urethane foam NO. rt_ VIS A. LOCATION Q Z) impregnated with a nondrying,water-repellent agent. - - _ 0 1. Acceptable Products: f. 'c WIDTH HEIGHT TYPE LABEL MATERIAL MATERIAL DET.# SHIT.# o REMARKS r� � � J a. Backerseal by Emseal Joint Systems, Ltd., 25 Bridle Lane, Suite 3, Westboro, MA 01581-2603, ph: (800)526-8365 or(508)836-0280, fax. (508)836-0281, www.emseal.com. 1 (2)4-4' T-0" A STEEL STEEL 8,9A A2.01 RELOCATED DOOR PANELS AND HARDWARE b. Polytite B or Polytite Standard by Polytite Manufacturing Corporation, 324 Rindge Avenue, Cambridge, MA 02140, ph: (800)776-0930 or(617)864-0930, fax: (617)864-9006, www.polytite.com. EXTERIOR EGRESS 2. Density: 10 Ib/cu. ft. (160 kg/cu. m) 2 (2)T-0" 7'-0" B STEEL STEEL 8,913 A2.01 HARDWARE GROUP TO MATCH EXIST, 3. Provide preformed foam full depth of the wall, minus recesses on both faces for primary joint sealant materials(caulk). •`4D MulvannyG2 Architecture: All rights reserved.No part of this document may be DIVISION 9 FINISHES reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. sA 8A SECTION 09900 PAINTING- Concrete Masonry Units—Elastomeric Coating: Q DATE DESCRIPTION A2.01 A2.01 1. Sherwin-Williams: a. First Coat: Loxon Block SurfacerA24-200(16 mils wet, 8 mils dry). 4-11-11 RELEASED FOR PERMIT n 4r-Orr 4r-Orr rr rr 3r-Orr 3r-Orr rr b. Second and Third Coats: Conflex XL Elastomeric(20-23 mils wet, 12-14mils dry). Provide a waterproof coated surface with 10 or less pinholes per square foot SECTION 09700 POLYMER FLOORING: �- THE OWNER HAS A NATIONAL ACCOUNT WITH HTI POLYMER, INC. TO SUPPLY POLYMER FLOORING FINISHING. CONTACT MANUFACTURER'S REPRESENTATIVE SCOTT RELOCATED NEW DOOR KAISER AT (503) 319-5209. FINISHES TEXTURE SHALL APPLY TO THE FOLLOWING BUILDING AREAS: DOOR PANELS PANELS(PAINT) 1. FP-1 Finish -TPM#115-U1, medium texture for use at Bakery and Food Service Areas. Color to be determined or to match existing. (PAINT) NN SECTION 09770 FIBERGLASS REINFORCED PLASTIC PANELS (FRPP.)- A. GENERAL USE: SANITARY WALL SURFACING IN FOOD PREPARATION AREAS AND IN OTHER AREAS FOR WALL PROTECTION. IN 8B 8B 1. CRANE COMPOSITES, INC., PO BOX 2429, JOILET, IL 60434; WEBSITE: WWW.GLASBORD.COM, CONTACT: GARY KENNEDY; PH: (541)504-9850, FAX(815)467-8666; EMAIL: GKENNEDY@CRANECOMPOSITES.COM. A2.01 A2.01 B. USE KEMLITE FIRE-X GLASBORD FIBERGLASS PANELS WITH "SURFASEAL" SURFACE PROTECTION: - ' 1. COLOR#85 WHITE. 2. RATING: UL(ULC) CLASSIFIED, CLASS I (A) INTERIOR FINISH MATERIAL. 3. SIZE: 4 FEET x 8 FEET(1.2 M x 2.4 M) OR 4 FEET x 10 FEET(1.2 M x 3.0 M). #95-1840-17 NEW DOOR NEW DOOR DIVISION 10 SPECIALTIES - NOT APPLICABLE TO THIS PROJECT PM: KEN WONG DRAWN: KW NNSN IN FRAME(PAINT) FRAME(PAINT) IN,IN DIVISION 11 EQUIPMENT SECTION 11410 REFRIGERATION INSTALLATION WORK: REFRIGERANT PIPING MATERIALS -All refrigeration piping shall by type"L" hard drawn copper tubing.All tubing shall be factory cleaned and sealed AC&R tubing. DETAILS, ROOM FINISH DIVISION 13 SPECIAL CONSTRUCTION SCHEDULES & NOTES SECTION 13910 FIRE SPRINKLER - SEE PERFORMANCE & CONFORMANCE SUBMITTAL SPECIFICATION UNDER SEPARATE COVER Q E G R E S S DOORS DIVISION 15 MECHANICAL & DIVISION 16 ELECTRICAL SCALE: 1/2" = V-0" SEE SHEET ME-1 A2 . 01 I W ¢ d- p o 2 1 60'-0" cn J o NEW SAW-CUT EXIST. F- zz OPENING OPENING > M MLLJ U D O V) H p z Fn Uj � p Z W z 0_ m O 1-8b7_1 B-1 0 O O O a 0 0 � Uj V) m m 0 V) V) 0 0 z ENLARGE EXIST OPNG. Li PER ARCH p N Z O W EGRESS DOOR ALTERATION- z 1" = 1'-0" a 4 — 0 (: Z 10 Lci 8 6 720-Ott _ 360-0t$ <u a O 0 ' LLJ O � L.Li X w I Z Z ZZ Z Z Z Z ------- -------- B-1 B-1 J W U Z PER ARCH INFILL PER SECT A-1 PER ARCH _ NEW OPENING PER ARCH be- tD �i W 4-1 to U in N Lo N O t N Z aj Li O U C', N -q N N p O N PARTIAL FOUNDATION PLAN W00 C.0 Iso = 4 WALL LLJ 3- "'s SIMPSON TITEN HD SCREWS I— ® 8 GA. EA. SIDE OF OPENING 0 ADD 2 ANCHORS EQUALLY SPACED z ABOVE OPENING. EMBED 4" w/ SPECIAL J • EXIST. � INSP. (8 ANCHORS TOTAL PER OPNG.) GENERAL NOTE � SHEATHING (n l Iel EXIST. GIRT Lv VARIES EXIST. WALL 80 __ THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - Lz M ASTM'S NOTED ARE TO BE LATEST EDITION 0 EXIST. BOND 1 . DESCRIPTION N #4 x 2'-0" H. DWLS. ® TOP & BOT. OF BEAM Building Name & Site Location - Costco Wholesale - Tigard, OR z h 2'-0"oc EPDXY DOWEL OPNG. #5 x 2'-0" <C PER NOTE (EMBED 4-L") DWLS. ® 2'-0"oc 2. DESIGN CODE AND STANDARDS - EPDXY DOWEL PER App 1 i cab 1 e Code (Edition/Name) 2007 Oregon Structural Specialty Code J co NOTE (EMBED 5") " _ Q O CENTER DWLS. C� EXIST. 8 3. DESIGN LOADS Li +> OF EXIST. WALL C.M.U. Z > NOTE: a. Snow Load Basic ground snow load - 25 psf 1.) INSTALL #4 DWLS. 5 V ® Basic roof snow load - 25 psf Q � # Importance factor - 1 .0, snow exposure factor - 1 .0 0 £ IN HOLES 2'-0"oc ALIGN w/ Drifting snow is not required in the design. 'S d #5 bWLS. IN '43"0 DWLS. b. Seismic Ss = 0.949 S1 = 0.34 00 C) Q HOLES FILLED w/HILTI Q Seismic Design Category = "D" . (f) HIT HY-150 MAX. 6" C.M.U. FINISH WALL Exposure B. z O f-- o ADHESIVE PER TO MATCH EXIST. c. Wind Load Basic wind speed 95 mph . I.C.C.-ESR REPORT Importance factor 1 .0. 0 i #ESR-1967 DATED JAN 1, 2009. z 0 2.) PROVIDE SPECIAL !!42- #4 CSA 2'-0"oc HOLLOW MASONRY RETE MASONRY UNITS SHALL BE MEDIUM WEIGHT (50/50) GRADE "N" IN n- INSPECTIONS PER HOLD _ I� HORIZ. PLACE 1 ACCORDANCE WITH ASTM C-90. MASONRY STRESSES USED IN DESIGN (f m 1500 PSI ) � rn I.C.C.-ESR-1967 EA. SIDE OF WERE FOR INSPECTED CONSTRUCTION. MASONRY UNIT COMPRESSIVE STRENGTH TO BE 1900 1 T MAX. VERTICALS PSI . MINIMUM ON NET AREA AND 1000 PSI MINIMUM ON GROSS AREA. ALL MASONRY TO w 1 BE ERECTED IN ACCORDANCE WITH CODE INDICATED ABOVE. MORTAR SHALL BE TYPE "S" , z C) WITH MORTAR PROPORTIONS PER ASTM C270 TABLE 1 (TESTING LAB IS TO VERIFY IN 00 0 WRITING THAT THIS TABLE FOR TYPE "S" MORTAR WAS COMPLIED WITH. ) MASONRY CEMENT M AND MORTAR CEMENT ARE NOT TO BE USED ON THIS PROJECT. VOLUME PROPORTIONS FOR MORTAR AND GROUT MIX DESIGNS ARE NOT TO BE SUBMITTED IN THE FORM OF "SHOVEL- MASONRY INFILL OF FULLS" . GROUT SOLID ANY CAVITY CONTAINING REINFORCING STEEL IN LIFTS NOT TO EXIST. WALL OPNG. EXCEED 4'-0" UNLESS HIGHLIFT CODE PROCEDURES ARE FOLLOWED AND MONITORED AND t PER PLAN REPORTED BY THE TESTING LAB. GROUT STRENGTH SHALL BE 2000 PSI MIN. AT 28 DAYS. w ----. REINFORCING STEEL SHALL BE DEFORMED BARS ASTM A615, GRADE 60 (FY=60,000 PSI ) . w z SPLICES SHALL BE 60 BAR DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN. ALL = O vi CONNECTIONS AND BOLTS SHOWN EMBEDDED IN MASONRY ARE TO BE INSTALLED BY THE N MASONS DURING THE CONSTRUCTION OF THE WALL OR PIER. PROVIDE CORNER BARS TO MATCH LD TYPICAL INFILL DETAIL MASONRYLBOLTTS HORIZONTAL& WHSONETHIS RPROJECTATO BESONRY TO GROUTED BIN PLACEWITH TH ATLEAST1 "AOF GROUT BETWEEN THE BOLT AND THE MASONRY (NO EXCEPTIONS) . MAXIMUM ALLOWABLE JOB N0: 93085015 i CONSTRUCTION WALL ALIGNMENT TOLERANCES (BASED ON ACTUAL DIMENSIONS) ARE AS SECTION A SECTION B FOLLOWS: VERTICAL + 1/4" IN 10 FT, 3/8" IN 20 FT. & 1/2" MAXIMUM IN WALL HEIGHT. HORIZONTAL + 1/4 IN 10 FT. , 3/8 IN 20 FT & + 1/2 MAXIMUM. WALLS ENGINEER: H.PANGELINAN C) LOCATE OPNG. PER ARCH. EXCEEDING THESE TOLERANCES MUST BE REMOVED AND REPLACED (NO EXCEPTIONS) . n ( ) 4 = 1 0 4 = 1 O TESTING LABORATORY TO CHECK CONSTRUCTION DAILY TO THESE TOLERANCES. DRAWN: D. TALOA co 0 M DATE: 04-11 -11 i u� o SHEET NO: r� m i LA M S1 J ELECTRICAL LEGEND CQ O FIXTURE TYPE / 1�v� a c�Q M O j O EXISTING H.I.D. LIGHT FIXTURE w =* m REMOVE & RELOCATE EXISTING H.I.D. LIGHT FIXTURE mw \ � ��S o OR REMOVE EXISTING H.I.D. LIGHT FIXTURE w - ry n U 12 11 9 r `2 1 $ SINGLE POLE SWITCH, +48" �N� C� CONDUIT IN CEILING OR WALL, 1/2" MIN. z �� N �d h W q3 CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. o �vv TCQ HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES w e� x 4 INDICATE NUMBER OF CONDUCTORS '� ° •• �-� INDICATES WIRES AND CONDUIT OTHER THAN #12,1/2"C C - METALLIC CONDUIT, PVC - PLASTIC CONDUIT o �b — - BRANCH PANEL x J — — T T TRANSFORMER cJ ® 277-120V SQ-D 9070 T75 D4 CONTROL TRANSFORMER xx W/ ENCLOSURE & PRIMARY & SECONDARY PROTECTION. 0 0 0 o O O O O O E.C. ELECTRICAL CONTRACTOR x o 0 0 01 4 Q a WP WEATHER PROOF X JUNCTION BOX, SIZE AND TYPE PER CODE a FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER 41 x x a COMBINATION STARTER/DISCONNECT SWITCH 01 D NON-FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER --- COMBINATION EXIT/EGRESS FIXTURE WITH BATTERY PACK x Q{ EGRESS EMERGENCY FIXTURE W/ BATTERY PACK HF71 I IH ® FOUR-PLEX RECEPTACLE, +18" MIN. OR AS NOTED t -------- x (1) ISOLATED GROUND DUPLEX RECEPTACLE, +18" MIN. OR AS NOTED X�X Co ® ISOLATED GROUND FOUR-FLEX RECEPTACLE, +18" MIN. OR AS NOTED [ m SINGLE PLUG-IN RECEPTACLE, +18" MIN. OR AS NOTED �i _j 0;;o ;;o o -- - GD G ELECTRICAL DEMOLITION & REMODEL GENERAL NOTES ° EXISTING Ill'A 14 E H6 EXISTING JEL Hl _-It= EELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DEMOLITION AND PHASING PLANS FOR THE SCOPE OF Ll CORRESPONDING ELECTRICAL DEMOLITION WORK. -1uJ EXISTING I C - I__ FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID. EXISTING MSB x ° REMOVAL OF EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND WIRING EXISTING PANELS & MSB BACK TO THE NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS REQUIRED. a TRANSFORMER ON MEZZ. EXISTING MDP REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. REMOVE WIRES. MDPuj p PANEL P1 REMOVE ALL UNUSED SURFACE RACEWAYS. F EXISTING ° — — — — � � T, EXISTING TRANS T1 -�� - T RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUITS AND WIRING TO NEW EXISTING PANEL H4 LOCATION, PROVIDE NEW CONNECTION AS REQUIRED. H 5 PROVIDE CUTTING, PATCHING FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. PINFORMATION ON THE EXISTING INSTALLATION HAS BEEN OBTAINED FROM THE BEST SOURCE AVAILABLE BUT CANNOT o1 ° o BE GUARANTEED ACCURATE IN ALL RESPECTS. PRIOR TO BID, IT IS THE CONTRACTORS'S RESPONSIBILITY TO VISIT 0 6 THE SITE. VERIFY ALL SUCH INFORMATION AND THOROUGHLY FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. J OD ALL WORKS SHALL BE PERFORMED TO CHANGE THE EXISTING ELECTRICAL INSTALLATION AS SHOWN. INCLUDE AS PART a OF THE CONTRACT ALL RELATED WORKS REQUIRED TO OBTAIN THE INDICATED RESULTS. w ALL EXISTING WIRING, CONDUITS, JUNCTION BOXES AND ALL OTHER ELECTRICAL EQUIPMENT AND DEVICES IN THE o AREAS AFFECTED BY THE REMODEL SHALL BE REMOVED AND RELOCATED AS REQUIRED. EXTEND ALL CONDUITS AND w WIRING. U ALL WORKS ARE TO BE DONE SO AS NOT TO INTERFERE WITH THE WAREHOUSE'S NORMAL OPERATION. ALL WORKS Loo ARE TO BE COORDINATED AND SCHEDULED AS APPROVED BY THE WAREHOUSE MANAGER FOR ELECTRICAL SHUTDOWN, i`- __lh CONTINUITY OF SERVICE, ETC. q Lo I Lo COORDINATE AND SCHEDULE WITH OWNER FOR ANY EXISTING ELECTRICAL SERVICE SHUTDOWN, PROVIDE TEMPORARY W O O cy) POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR WAREHOUSE'S NORMAL OPERATION AS REQUIRED. TEMPORARY Q rn rn p POWER SOURCES INCLUDE GENERATOR SET, POWER COMPANY'S TEMPORARY SERVICE HOOKUP, ETC. a I ° -�-� O � � m„1 PROVIDE METAL SHEET PAN UNDER ALL FREE STANDING ELECTRICAL PANEL. � SD-2 EXIS NG 9U T NSFOR O7 P 1 ON PLAT ORM E.C. TO PROVIDE NEW TYPED INDEX FOR EXISTING PANELS AFFECTED BY THIS REMODEL. TURN 'OFF' ALL SPARE ., C) W -- - J P1 - BREAKERS AND PROVIDE 'SPARE' LABEL Zo W Z Zo ®_ CYJ � Wx 7FF-I _ - E—� ao � p� af� ° ° ° - EXISTING PANEL P 0 8c D I __ _ TRANSFORMER T6 �N — � 00_ EXISTING PAN�LS & H3 MEAT PLATFORM M -22. 6 7 9 o o • ELECTRICAL PLAN NOTES : 0O0Ln EXIST. CONDENSATE DRAIN. 4 1 REMOVE ELECTRICAL DEVICES, CONDUITS, WIRES IN DEMO AREA SEE ARCHITECTURAL PLAN TO N DISCHARGE 3/4” CONDENSATE 4 ®O O SOURCE. PROVIDE "SPARE" LABEL AND TURN BREAKERS TO "OFF" POSITION. EXTEND EXISTING FEEDERS o o� WITH 1" AIR GAP APPROX. HERE. O w FIELD VERIFY SIZE AND LOCATION FOR CONTINUITY AS REQUIRED. z O O O O O To Q2 E.C. TO REMOVE EXISTING HID LIGHT FIXTURES AS SHOWN. PROVIDE NEW FLEXIBLE WIRING AS w---------- w. .... ONREQUIRED TO MAINTAIN CIRCUITS CONTINUITY. DO NOT CUT FLEXIBLE WIRING. w \ O-1 OO E.C. TO REMOVE & RELOCATE EXISTING STEP DOWN TRANSFORMER, FIRE ALARM AND DOOR ALARM I- E 3" VTR DEVICES FROM EXISTING DOOR TO NEW DOOR AS SHOWN. EXTEND EXISTING FEEDERS TO NEW w O LOCATION. REPULL WIRES AS REQUIRED. FIELD VERIFY. E-1 Cnor U CQ 3/4" CONDENSATE FROM ; ' ® E.C. TO REMOVE AND RELOCATE EXISTING EXIT/EMERGENCY LIGHT TO NEW LOCATION AS SHOWN. Q O C\2 REFRIGERATION EQUIPMENT. �UN ° I EXTEND EXISTING FEEDER TO NEW LOCATION. REPULL WIRES AS REQUIRED. FIELD VERIFY. O �...� � 3/4" CONDENSATE ABOVE �-�9 w �, CEILING. FOR CONTINUATION SEE O C O O O Q E.C. TO REUSE EXISTING CIRCUITS FOR NEW DAIRY COOLER. PROVIDE A 20A/1 P BREAKER OR USE O w REFRIGERATION DRAWING -4. i EXISTING SPARE BREAKER IN EXISTING PANEL P5 FOR NEW THERMO SIMPLE TRANSFORMER. FIELD O O (E)FCO , , VERIFY.C-0F_ Q ° 2% (E)4" < it © E.C. TO PROVIDE (2)-15A/3P BREAKERS IN EXISTING PANEL P3 OR P10 FOR DAIRY COOLER AND O OI PRODUCE COOLER AIR CURTAINS. FIELD VERIFY. J -/ O O O O Q o L_ R ORI 07 E.C. TO PROVIDE (9)-20A/1 P BREAKERS OR USE EXISTING SPARES BREAKERS IN EXISTING PANEL P3 3: z (Y, Lo o OR P5 OR P10 FOR NEW PRODUCE COOLER POWER. FIELD VERIFY. z w LCA _ O Co ~U i ® E.C. TO REMOVE AND RELOCATE EXISTING BAKERY LIGHTING SWITCHES AND EXHAUST FAN SWITCHES TO LL B ° —O E — B NEW LOCATION AS SHOWN. EXTEND EXISTING FEEDERS TO NEW LOCATION. PROVIDE NEW SWITCHES � 0 AS REQUIRED. FIELD VERIFY. z a w o CO O9 E.C. TO PROVIDE A 3OA/3P BREAKER IN EXISTING PANEL H3 FOR NEW SINGLE STACK S3A UNIT. W o n I I I i FIELD VERIFY. [� 0 oN z 02 ` �` E 0` O O f W ° \ mw 7 1 I Q Qw � (E)4 I TYP (E)4„ ° / :2 o (E)FCO E 3" I 1A2 2 2 O ® I O R" GENERAL NOTES: � z o �— O` O O O` / w _ D ° �� 1. MOUNT ALL OVERHEAD CONDUITS AT 25' MINIMUM IN MAIN BUILDING. � y I 21L � CONDUITS SHALL BE GROUPED TOGETHER & NOT MORE THAN 2' WIDE. Q p ~ -_ --- ?- - --_- -- _ _ DO NOT BLOCK LIGHTING, HVAC & SKYLIGHTS. � m _ - _ MECHANICAL GENERAL NOTES A — 3 4 --- - - A � THE FOLLOWING NOTES APPLY TO 0 E 3" R r / 2. MINIMUM WIRE & CONDUIT SIZE ARE #12 CU & 1/2"C. TYP. ENTIRE PLAN AS APPLICABLE. I- ° ( — — — — — 1. APPLICABLE CODES: 2010 OMSC & 2011 OPSC - ( / 3. NO ALUMINUM WIRE ALLOWED. 2. ALL CONDENSATE PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. a - - - ��/ 4. ALL BREAKER AIC RATINGS TO MATCH PANEL AIC RATINGS. a m -- - I / 3. INSULATE ALL CONDENSATE PIPING. ., m z o �' 1 8 5. ALL EQUIPMENT SHALL BE U.L. LISTED AND SHALL BE INSTALLED AS z o cn PER THEIR LISTING OR LABELING. o U 6. EXIT/EMERGENCY LIGHTING SHALL BE UNSWITCHED FOR EL LIGHT FIXTURES. SEE LIGHTING FIXTURE SCHEDULE. PARTIAL FLOOR PLAN 7. ALL ELECTRICAL FEEDERS IN THE BUILDING (MAIN FEEDERS, BRANCH O N � SCALE: 1/16" = 1'-0" CIRCUIT FEEDERS ETC.) SHALL BE OVERHEAD, NO UNDERGROUND 0 FEEDERS ALLOWED. 0 8. APPLICABLE CODE: IBC 2009, OREGON ENERGY EFFICIENCY SPECIALTY rn / CODE 2010 & NEC 2010. 0 O 0 I---I z w ME 0 7)-e!:� O O N Y c� _z 0 N Q 9 9 w z � Z - - : o C GENERAL NOTES � _7�- - � o : I K — M 1 -- — — Lo 1 �Z m N REFRIGERATION CONTRACTOR TO FURNISH STEEL i - i _ --j- o. o BUMPERS. BUMPERS TO BE INSTALLED I N FRONT 40 7" I ❑ AC 185 i AG46 185 AG46-185 AG46-185 AG46-185 AG46-155 z J z z AND/OR NEXT TO ALL CASES EXCEPT FOR BAKERY CASES. EF 0 off U d O0 SEE DRAWING DETAILS. \ ° POS FRZ. #2 (DUAL TEMP) 2. SEE ARCHITECTURAL DRAWINGS FOR CURBS I N AND/OR — ------ — --- ------ — 341 SQ. FT. 10'-6"H.W/27 DRS AROUND REFRIGERATED BOXES. CONVERT _� 10°F TO+34°F BOX TEMP 3. COLUMNS TO BE WRAPPED WITH STAINLESS STEEL FROM SHOP-IN PRODUCE COOLER 3 J N I 1 FLOOR TO CEILING. FURNISHED BY PANEL TO 5HOP-IN DAIRY COOLER 00 MANUFACTURER, INSTALLED BY REFRIGERATION +340f BO TEMP o"' � � CONTRACTOR. SEE PANEL DRAWINGS FOR ADDITIONAL EFA-340 EFA-34o — ' 0 ° 0 ° 0 ° ° Lo co DETAILS/REQUIREMENTS. Z Z Z O 0 0 4. ALL WALK-IN COOLER AND FREEZER EVAPORATIVE COILS o - LOCATED AS SHOWN O N PLANS. Q Q J _____.� __—_—__ _ __ _ __....__ -__._.__� � � x m w w PAM4-1100 5. ALL 2'-0" CLEARANCE ABOVE NOTED INTERIOR COOLER cry 75o cry 750 HEIGHT FOR STRUCTURAL STEEL. EFA-340 EFA-340 I G. CLOSURES/FILLERS FOR ANTHONY WINDOWS TO BE > AUTO BRIGHT. PROVIDED AND INSTALLED BY z Lu w w REFRIGERATION CONTRACTOR. Ll o 0 0 1 / z z z 7. SALES FREEZER # I TO HAVE POWEREDAIRE AIR DOOR, i1 M/D DELI I a MODEL: ETD 2-84 FURNISHED BY PANEL MANUFACTURE I6'3" D5L AND INSTALLED BY REFRIGERATION CONTRACTOR. ° Al 6i 8. SHOP-IN PRODUCE TO HAVE HCR AIR CURTAIN, MODEL: z M/D DELI ISLAND N HCR AC-CS. FURNISHED BY PANEL MANUFACTURER AND N3HMGHP I w INSTALLED BY REFRIGERATION CONTRACTOR. ❑❑ 1111111I1um1u��1 9. SHOP-IN DAIRY TO HAVE HCR AIR CURTAIN, MODEL: HCR m AC-CS. FURNISHED BY PANEL MANUFACTURER AND , INSTALLED BY REFRIGERATION CONTRACTOR. 1 N GL36 135A W N o = 10. SEE COSTCO SPECIFICATION FOR REQUIRED MATERIALS ! z ' OUTLINE OF DELI REP m AND METHODOLOGY FOR SANITATION COMPLIANCE IN MEZZANINE '`s' E H. C\j ; 1 ? 0 PREP AREA. \ +50°F TEMP DIAMOND PLATE / STAINLESS STEEL LEGEND m / t MEAT COOLER --- I •— �o ---%� GL36-135A I,545 SQ. FT. 18'H. M/D DELI ISLAND _c +30°F BOX TEMP N3HMGHP _ _ _. — _ _ __ ALL DIAMOND PLATE FOR POINT OF SALES AND PREP AREAS ARE '��` SUPPLIED BY PANEL MANUFACTURER. INSTALLED BYL/ 1 REF IG 1 ; P05 CLR R ERATION CONTRACTOR. P05 FRZ. #I ' j N f 1,990 SQ. IT. 21'-G"H. ? 1,820 SQ.IT. 2 I'-G"H. y- I j W/57 DRS W/57 DRS 0 i I O°F BOX TEMP +34°F BOX TEMP (U 10 DIAMOND PLATE 3' x LENGTH OF BOX END WALL I SEE PA I co co ! ON NEL DRAWINGS FOR EXACT LOCATION. Q 1 - 00 II 3' TALL DIAMOND PLATE CORNER GUARD SUPPLIED 3 � I ; Fcu - BY PANEL MANUFACTURER AND FIELD INSTALLED BY 5/D MEAT ISLAND �� w o J PANEL REFRIGERATION CONTRACTOR. I NHMGHP )K M III DIAMOND PLATE 4' H. x LENGTH OF WALL SEE PANEL DRAWINGS FOR EXACT LOCATION. � i i' LIM �j w x �JH D -- - ------- - J -+-i— - ---- ---- _ ..-_-_ -_ _ CTVj750 CTV-750 PAM4-1100 j IV STAINLESS STEEL BEHIND SKEWERS (SEE MEAT I m GL36-135A i N MANAGER). FIELD VERIFY SIZES. -_ I VO STAINLESS STEEL PANEL SKIN ON EXPOSED PANELS Y �, 00 ° V �� 0 0 ` \ 0 r_ 00 ON ROTISSERIE/MEAT PREP BY PANEL MEAT PREP 5/D MEAT ISLAND i w GL36-135A MANUFACTURER. — ),GOO SQ. IT. I O'H. NHMGHP i 41 +50°F BOX TEMP Q 0 ; N 0 _-- ----------- ___ i __ ____. VI 4' TALL DIAMOND PLATE CORNER GUARD SUPPLIED a z I z BY PANEL MANUFACTURER AND FIELD INSTALLED `r' N S ALLED BY GL36-135A o a- REFRIGERATION CONTRACTOR. I P05 COOLED EREEZER5 I SCALE: 1/8" = 1 '-0' ANTHONY PREP WINDOWS 1 __ i BAKERY CLR. MK24 21 oKGE MK24 210KGE J REFRIGERATION INSTALLATION CONTRACTOR TO COORDINATE �! 2ooSQ.Fr. Io'H. I THE PREP AREA HEADER SUPPORT +34°F Box TEMP ; R POST INSTALLATION WITH THE J G.C. SEE SHEET R7B FOR DETAIL. j Q I < BAKERY FRZ. cw 350 SQ. IT. I O'H. i -5°F BOX TEMP 1 72" x 45 %2° / 9G" x 45 %2�� HEATED PREP WINDOWS - ---- - ----- --- - - ---- ------ -- ___ _ - I -- --__ _ _ C , (REFER TO PANEL MANUFACTURER DRAWINGS FOR , EXACT LOCATION). I I _ 2: HEADER OPENING HEIGHT FOR CASES AND I i WINDOWS IS G' - 1 1 3 11 , wo mo ! 'a 72" x 35 %2" / 9G" x 35Y2" HEATED PREP WINDOWS � z � (REFER TO PANEL MANUFACTURER DRAWINGS FOR I ` ' I 0 - 3 L LU EXACT LOCATION). { I oo I ° 1 a- w N 1 z � oa, CL 0 0 '- `t - - - - - - AREA OF WORK • - - - - � co0_ � o '=' ~ Lu i co EXIST. I I 10.4 BAKERY I G'-8" - B REMOTE TRIP — AREA OF WORK — —1 UNIT'S251 i 45'-10" _ E o I REMOTE TRIP I NEW SINGLE STACK 10'x 10'OPENING W/ UNIT 52A 1 I v ANTI-SWEAT PANELS UNIT'53A' 11 11 - - - - - - - HCR AIRCUP.TIN - - - 42"x 32"x 42"H j -Gill 0 � I I - - D , EFA 340 EFA,340 I I I I J I/2"PLYWOOD COVERED ON 3 CLOSEOFF PANEL TO BE FIELD SIDES WITH SHEET METAL TO NOTCHED FOR STORE COLUMN I I I I I MATCH CASE. PROVIDED BY AS REQUIRED. I I I NEW I I E I f r THERMA-BYOB TANKS ❑ I I I I MFGR. i I Lu LuI SHOP-IN PRODUCE COOLER I D 1,444 SQ. IT.21'-6"H' i.D 8'-0" +40'f BOX TEMP I f • `° � � I I � I I I I I I SIZES VARY " I I I I GAS H2O HEATERS I .............. .F 2'o" PLAN VIEW I I EFA 340 EFA 40 I I E • I Q I I m I 0 I I I I IY I IY I I\21)(1/2"L-BRACKET I ( I I ¢ a AI R COMPRESSOR z PROVIDED BY INSTALLER. I 11 v I I I I MT KVM TERMINAL I I L::-— J L — J II ......................------------..................------------------................................- - - ........................_............I.....................................--..............J I IEl ❑ I I❑I 0 L — — — — — — — — — — — — — — — — — — — — — — — �— J MT INPUT AND A J REMOTE SAT � PROTOCOL UNIT Cl' ALARM PANEL � SIDE VIEW f �❑ _ D UNIT'S IB' � p a oLLj \ w ; � J m IV CV p 11 uj J I� W u 10,4 (DO g , 0 o Q� � ov) FRESH LINE FLOOD PLAN REFRIGERATION MEZZ. o z R1SCALE SCALE: 1/8" = 1 '-0" SCALE: 1/8" = 1 '-0" g ISLAND CLOSE-OFF PANEL I NONE CL NOTES: z 0 1 ALL JUNCTION BOXES FOR REACH-IN DOOR LIGHTS TO BE Q W Z N LOCATED ON MULLIONS. SEE DETAIL THIS SHEET. z 2. OVERHEAD ELECTRICAL CONDUIT TO BE RUN INSIDE OF - - - -- - o 0 00 TRUSS WORK AS HIGH AS POSSIBLE AVOIDING SKY J _ I -- -- ——- -- — J to LIGHTS AND STORE LIGHTING. � -I -- - �_ -- --- --- ---- -� -_- --------- � _ o� m N _ U- w 3. ALL FLUORESCENT SWITCH LIGHTING PROVIDED AND Z , 1 _J Q [ Q Q Q Q J z m INSTALLED BY REFRIGERATION ELECTRICAL CONTRACTOR. AREA OF WORK I oit u o 4. SURFACE MOUNT ALL CONDUIT FOR MEAT/DELI/PRODUCE '� ❑ ❑{ y REFRIGERATED WALK-IN BOXES ON THE EXTERIOR ROOF F - - -- - ---- - ° - --- POS FRZ. #2 (DUAL TEMP) I 341 SQ.IT. 10'-G"H.W/27 DRS OF THE WALK-IN BOXES. MOISTURE PROOF SEALANT AT .- .............. - --...-..h..... -------------------..... .-..............-.. - ..-,.�.....-......... ---..-..........._. I ' ' 10°F TO+34°F BOX TEMP PENETRATION AND INSIDE CONDUIT. ---- j 5. SEE SHEET R-3A FOR ELECTRICAL LEGEND, G. ALL SLIDER DOORS TO HAVE DOOR CLOSE ' MONITOR/ALARMBY MT CONTROL SYSTEM. I ' I a a O O O ° O O ° .° o 0 to0 7. ALL SWITCH LIGHTING FOR WALK-INS PROVIDED AND Z Z Z _ N N N INSTALLED BY REFRIGERATION ELECTRICAL CONTRACTOR. J _ _ - _ _ _. LIGHT SWITCH LEGEND WALL F7 I ,i $3 3-WAY SWITCH ; MOUNTED LIGHT $P PILOT LIGHT SWITCH I M23 43P 3-WAY PILOT LIGHT SWITCH 26 I .i Uj � w I I 24 � qk � 25 ;LI /^ N M ELECTRICAL LEGEND Z Z Z _ .... _ _ ..; __._... _ _._.._ N I 0 0 0 ELECTRICAL CALL-OUT - o X# SEE REFRIGERATION SCHEDULE, _ — � MISCELLANEOUS ELECTRICAL FOR DESCRIPTION. L 11I1u11u II I i REFRIGERATION SYSTEM NUMBER - X# SEE REFRIGERATION SCHEDULE FOR -- - --- -- - ------- --- --- __ _—____-- _:- - R REFERENCE. O ELECTRICAL CONNECTION POINT ' -- - ' I 0 JUNCTION BOX -N O SOLENOID - - co DEFROST TERMINATION SENSOR - 2 CONDUCTOR BELDEN #87G I TO ASSIGNED MT j �_ P05 FRZ. #I POS CLR INPUT SEE R-3 FOR DETAILS I 1,990 SQ.FT. 2 P-G"H. 1,820 SQ. FT. 2 P-G"H. T. 4— W1 57 DRS ✓ W/57 DRS -10°F BOX TEMP +34°F BOX TEMP (U P MT TEMPERATURE SENSOR i -� o o00 � co CURRENT SENSING PROOF 2 CONDUCTOR BELDEN 3 � #87G I TO ASSIGNED MT INPUT II . . . . . 1. DIFFERENTIAL PRESSURE SWITCH 3 �� w co Y ® 2 CONDUCTOR BELDEN #87G I TO ASSIGNED MT - I f ' � INPUT 1 / pa w x LIM MAGNETIC SWITCH O Ms 2 CONDUCTOR BELDEN #876 I CABLE TO ASSIGNED MT INPUT I _ m I I O N WEATHER PROOF SWITCH, I t o y o o ° 00 ❑JWP DISCONNECT MEANS --- _-_- w M 1 > � Q (U NON-FUSED 4 POLE FAN DISCONNECT. 4P , --- — — = w D-' 4TH POLE USED TO BREAK SOLENOID POWER FOR ! ~ � 1 i I I � � o THAT SYSTEM. I o z 1 P05 COOLER FREEZER5 `� 8' x 8' WATER TIGHT FLUORESCENT FIXTURE. ° PROVIDED AND INSTALLED BY REFRIGERATION SCALE: 1/8" = I '-0" ELECTRICAL CONTRACTOR (LITHONIA DH2 9GT8 HO 12 CW 0 OR EQUAL). ; EMERGENCY LIGHTING. EM BATTERY BACK-UP PROVIDED AND INSTALLED BY /! ' ' REFRIGERATION ELECTRICAL CONTRACTOR. j MODEL: #B50 COLD-PAK SERIES, WATTAGE RANGE 3 17W-215W. j EM SLP 2'x2' LED SURFACE LOW PROFILE FIXTURE ® WITH T8 LED LAMPS MODEL: SLP 8OG22 EM - EMERGENCY PACK OPTION CONVENIENCE OUTLET �GFI WITH GROUND FAULT INTERRUPTER I ISLAND CONVENIENCE OUTLETS - I uj PROVIDED BY CASE MANUFACTURER AND o o INSTALLED BY REFRIGERATION ELECTRICAL f 0M CONTRACTOR. I ° 1 Z o THERMO-SIMPLE DISPLAY UNIT - ; cz o o O TSo CONNECT TO THERMO-SIMPLE TRANSFORMER. r I Q - - - - - - AREA OF WORK - - - - - � � THERMO-SIMPLE TRANSFORMER - ? LL' 00 1 TST FIELD INSTALL ON TOP OF PRODUCE COOLER, POS EXIST. ol 10.4 BOXES, BAKERY COOLER, AND FOOD SERVICE. I I BAKERY I WALL MOUNTED LIGHT TSP TH ERMO-SIMPLE PROBE - REMOTE TRIP — AREA OF WORK------- _- -- - -- -- - - --- - MOUNT ADJACENT TO MT PROBES. 1 I M2 M24 I E AH30 M2 23 MI C31 REMOTE TRIP ANTI-SWEAT PANELS UNIT'S2A' I NEW SINGLE STACK vs 1-xx VALVE STATION TYPE I - OFF CYCLE DEFROST. UNIT'53A' - - - - - - - - - - - — 42"x32"x42"H I 800LBS I— ❑ — ❑ vs2-xx VALVE STATION TYPE 2 - WARM FLUID DEFROST. - - _ - r ......... ' r-T L J P I P J I � -------------- J-BOX ABOVE THERMA-STOR TANKS P.0.5.ROOF PANEL DOOR FRA E FLEX TO I I I JUNCTION BOX I I I I I I I I I I I I I i ° j/ ` I P ! P I I I GAS H2O HEATERS I I I I SURFACE M UNf/ j f NOTE: I _..__...- I .-...-.-... I I I RIGID COND f� j� IIARNE55fACTOKY WRIN 1.)J-BOXES TO BE MOUNTED ABOVE I :01 P.O.S. ROOF PANEL THROUGH OUT. I J P © J / I I I I I I 0 m O I I I � I I I I IY I IY I i I MT KVM TERMINAL I I I I AIR COMPRESSOR z _ - •. I I .__...... - i / I j I I 1- ............. ...................... -................ .............-TM--------.-...-.-..._....... ....................... .... ...... I I ❑ z j CUI j I 1- - - - - - - - - - - - - - - - - - ' - - - - - - - - J � I MT INPUT AND O ALARM PANEL j/ j/ 1 REMOTE SAT PROTOCOL UNIT'C' z 1 81 CD m IV CV 2 W D uj -7 r0,4 10 8 U) o W o � � zo � W FRE5N LINE FLOOR PLAN REf=RIGERATION MEZZ. o R 2 z SCALE SCALE: 1/8" = I '-O° SCALE: 1/8" — I '-0" g P.0.5. J-DOX MOUNTING DETAIL 1 n NONE c� z_ � N < Q 0) W N r z I N Z r- 0 = N 4.28.09 TEMPERATURE/ SUCTION LINE SIZING Q N I REFRIGERATORS REQUIRED CAPACITY REFPIGEPATOP/WALK-IN COIL CIRCUITS REFRIGERATOR/WALK-IN COIL DEFROST BRANCH KITS (EIGHTHS OF AN INCH) -0 `n �Z m N UNIT REF DISCH FANS/CONSTANT LIGHTS (PER UNIT) DRAIN ELECTRIC DEFROST CONTROL/MONITOR OFF TIME KOOLGA5 REMARKS �O p LETTER SYS DESCRIPTION MODEL EXPANSION LENGTH QUANTITY TOTAL AIR B.T.U.H. EVAP MODEL CAPACITY ELECTRICAL HEATERS (PER UNIT) PAN ELECTRICAL DEFROST DEFROST MAIN 3ph INDIVIDUAL CONTROL EPR LIQ SOL RUN LIQ SUCT R15ER J zzx Ln m NUM VALVES LENGTH TEMP EACH TOTAL TEMP NUMBER VOLTAGE FAN/HTR FAN/HTR LIGHTS LIGHTS HEATERS NUMBER VOLTAGE 3ph AMPS MCA MOCP DEFROST TEMP NUMBER VALVE FIELD INST TIME TEMP LENGTH o� v a TIGARD, OR#I I I SYSTEM CAPACITY 8'/2DR/3DR 12'/4DR/5 DR 8'/2DR/3DR 12'/4DR/5DR (PER UNIT) TOTAL LOAD QTY BRKR PROBE (5)ORIT @ EVAP TERM TERM (BRANCH) I SPARE (E) 1 I 51A SATELLITE COMPP. (PIPED TO MAIN SUCTION) (E) (ONE SUCTION GROUP S 1 A EXISTING 2 5/D DELI (E) NHMGHP 8 12 1 1 20 28 6.100 25 2 1 15V 68/ .40 1.02 I.62 12 SORIT 2 3 5/D MEAT (E) NHMGHP 8 12 2 3 52 28 15,860 25 3 1 15V 68 1.40 1.02 I.62 15 50PIT 3 4 27 X 75 X 21-6 1/4 POS FREEZER#I (E) TV-750 OVE-15 Z I (E) -15 65,625 -25 (COLDZONE) 4 460V/3ph 3.5 2.7 C7 SUCT STOP 200 7 17 13 4 5 27 X 75 X 21-6 1/4 POS FREEZER#I (E) TV-750 OVE-15 Z I (E) -15 65,625 -25 (COLDZONE) 5 460V/3ph 3.5 2.7 C7 SUCT STOP 200 7 17 13 5 w w w 6 4 X 88 X 10-6 112 POS FREEZER#2 (E) AG46-1858 5BFVE-C Z 3 (E) -15 48,600 -25 (DUAL TEMP WALL FREEZER) 6 115V 4.0 HG 13-13 SPORT ME-34 5.5. 7 17 13 6 0 0 0 52A 7 SPARE (E) TRIP 4C 176 I PL 2NU 7 7 AL LOW-SIDE SUCTION GROUP (E) 201.810 -28 (4)COMPRESSORS 230.856 87% AL EXISTING <_L-n 0) U) 8 17 X 44 X 18 1/2 MEAT COOLER (E) MK26-254 KGE EBFVEAC 2 (E) 30 41.600 22 8 115V 6.4 7.0 20 SORIT 8 9 21 X 44 X 10 112 MEAT COOLER (E) HC4P-2 I OAB HC4P-168AB EGVE-I C EGVE-3/4C I (E) 2 (E) 30 41,600 22 9 115V 6.4 7.0 15 SORIT 9 10 JOY 20X 10 BAKERY COOLER (E) GL56-225A EBFVEAC I(E) 34 22,500 24 10 115V 3.6 2.7 12 SORIT 10 11 27 X 75 X 21-6 1/2 POS COOLER (E) PAM4-1 100 OVE-12 1(E) 34 92.500 24 11 460V/3ph 5.6 13-13 SPORT 200 7. 13 13 11 12 1600 SQ FT MEAT PREP (E) GL46-150A EGVE-I-1/2 C 3(E) 50 70,000 35 12 115V 6.4 12 5ORIT 12 13 SU13COOLEP (E) 30,785 35 (N) HIRP 4C 1480PL 13 12 OBIT 13 _ 0 0 0 N M 30 32 X 46 X 21'6" 1/2 SHOP-IN PRODUCE CLP. (N) EFA-340(N) 5BFVE-B C(N) 3(N) 40 86,500 32 30 115V 9.6 9-13 SPORT 120 7 13 13 30 (N)SHOP-IN PRODUCE COOLER. � � z z z AH PARALLEL COMPRESSOR PACK (E) 385,485 20 CS 17-VSM 423.006 91% AH EXISTING o N En 14 18 X 20 X 10 BAKERY FREEZER (E) MK24-2 I OKGE EGVE-I-1/2 Z 2 (E) -5 25.000 -13 14 115V 6.4 7.0 20 SUCT STOP 14 Gi 15 27 X 75 X 21-6 1/4 POS FREEZER#I (E) TV-750 OVE-15 Z I (E) -15 65,625 -25 (COLDZONE) 15 460V/3ph 3.5 2.7 C7 SUCT STOP 7 17 13 15 0 16 27 X 75 X 21-6 1/4 POS FREEZER#I (E) TV-750 OVE-15 Z I (E) -15 65,625 -25 (COLDZONE) 16 460V/3 h N P 3.5 2.7 C7 SUCT STOP 7 17 13 16 17 4 X 88 X 10-6 112 P05 FREEZER#2 (E) AG46-185B 5BFVE-C Z 3 (E) -15 48,600 -25 (DUAL TEMP WALL FREEZER) 17 115V 4.0 HG 13 13 SPORT ME-34 5.5. 7 17 13 17 � 525 18 SPARE (E) TRIP 483139PL-2NU 18 18 BL LOW-51DE SUCTION GROUP (E) 204.850 -28 (3) COMPRESSORS 215,509 95% BL EXISTING 19 M/D DELI (E) DMZ/D5L I G'/ I G' 8 12 4 32 32 48,000 21 19 115V 1.2 1.8 9-I I SPORT 19 20 32 X 40 X 2 I'6" 112 DAIRY SHOP-IN COOLER (EM) EFA-340(E) SBFVE-B C (E) 3(E) 34 89.863 22 20 1 1 5V 9.6 9-I I SPORT 60 5(E) I I(E) 1 1(E) 20 (EM) PROD. TO DAIRY SHOP-IN CLR. c- 21 32 X 40 X 2 I'6" 1/2 DAIRY SHOP-IN COOLER (EM) EFA-340(E) SBFVE-B C(E) 3(E) 34 89.863 22 21 115V 9.6 3-11 SPORT 60 5(E) I I(E) I I(E) 21 (EM) PROD. TO DAIRY SHOP-IN CLP. Q 22 27 X 75 X 21-6 1/2 POS COOLER (E) PAM4-1 100(N) OVE-12 1(E) 34 88,125 24 22 460V/3ph 5.6 13-13 SPORT 200 7 13 13 22 �--d o 23 SUBCOOLER (E) 36.940 35 CHANGE COMPRESSOR S I B 23 12 OBIT 23 C_ Bh PARALLEL COMPRESSOR RACK (E) 352.792 19 C51745M 369.381 96% BH EXISTING 0 � 24 ROLL-IN BAKERY (E) RID-03 12 1 12 28 32,400 12 115V 3.6 2.7 BALL VLV 24 sic SATELITTE COMPRESSOR (E) 10 ZF 18K4E 39,200 83% sic 4- 0 25 600 SQ FT DELI PREP (E) GL36-135 A EGVE-1-1/2 C 2(E) 50 32,000 35 25 115V 4.8 PI-2 25 o 26 MEAT ISLAND (E) NHMGHP 8 12 6 48 28 14.640 25 26 115V 1.08 1.56 PI-2 SORIT 26 00 27 MEAT ISLAND (E) NHMGHP 8 12 6 48 27 14,640 25 27 115V 1.08 1.56 PI-3 SORIT 27 00 28 ISLAND DELI (E) N3HMGHP 8 12 6 48 28 48,000 25 28 1 15V 1.42 2.14 2.35 3.5 9-9 SPORT 100 4 9 9 28 ¢ M 3 � 29 ISLAND DELI (E) N3HMGHP 8 12 6 48 28 48,000 25 29 115V 1.42 2.14 2.35 3.5 9-9 SPORT 100 4 9 9 29 1 I 31 32 X 46 X 21'6" 1/2 SHOP-IN PRODUCE CLP. (N) EFA-340(N) SBFVE-B C(N) 3(N) 40 861500 32 31 115V 9.6 9-13 SPORT 120 7 13 13 31 (N)SHOP-IN PRODUCE COOLER. �� Z � W 00 C REMOTE PARALLEL COMPRESSOR (E) 243.780 23 255,490 95% C �[ _ )K M MISCELLANEOUS ELECTRICAL UNIT MODIFICATIONS AND ACCESSORIES REMOTE DEFROST PANELS 0i pq RACK A55EMBLY 47VG 47VG 460vDEFPOSTPANEL W X DESCRIPTION MODEL VOLTAGE AMPS WATTS REMARKS MOUNTED SATELLITE MAIN BREAKER I- Q L` Ml WALK-IN LIGHTS (E) 120V/I 10.0 DISCh CHECK VALVE 50WF DEFROST SUB-BREAKER/CONTACTORS N M2 FREEZER DOOR HEATER (E) 120V/1 10.0 REMOTE SATELLITE 94WD FAN BREAKER/CONTACTOR5 0i M3 HEAT TAPE (E) 120V/I 16.0 PROVIDED AND INSTALLED BY REFRIGERATION ELECTRICAL SUB CONTRACTOR SAT OIL MODIFIER 99EK = M M4 FLORESCENT LIGHTS (E) 120V/1 10.0 VAPOR PROOF FLORESCENT LIGHT FIXTURES PROVIDED AND INSTALLED BY PEFPIGEPATION ELECTRICAL SUB-CONTPACTOR ELECTRICAL ASSEMBLY 35VU 35VU � 1 j M5 CONDENSER POWER (E) HLCV-V84 I OM 460V/3 30/40 MCA/MOCP LIQUID DRIER ASSEMBLY 91 WG 91 WG O r TUPBA-SHED 55VF 55VF REV DATE BY DESCRIPTION 00 MG CONDENSER POWER (E) HLCV-V83 I OM 460V/3 24/30 MCA/MOCP MISC PACK PARTS 09VV 09VV A 3.3.2008 RJO NEW POS FREEZER AND COOLER, NEW DUAL TEMP WALL FREEZER, NEW DELI ISLANDS, NEW M/D PRODUCE CASES W CO � M COMP TIME DELAY RELAY 48WK 48WK B G.24.2008 RJO REVISED WITH LONGER ISLANDS/WIDER BOXES Q N M7 MULLION LIGHTS POS FREEZER#I (E) ANTHONY CUSTOM 32" 120V/I 24.6 33 FIXTURES AT 0.65 AMPS EACH -SEE NOTE 12 MAIN LIQ LINE SOLENOID 50WM 50WM C 9.17.2008 MJF ANTI-SWEAT PANEL ADDED FOR P05 BOXESLd = v M8 DOOR HEATERS POS FREEZER#I (E) ANTHONY CUSTOM 32" 120V/1 45.0 25 DOORS DEFROST TIMER INCL INCL D 1 1.10.2008 PJO NEW DELI ISLAND 00 Z M9 MULLION LIGHTS POS FREEZER#2 (E) ANTHONY CUSTOM 32" 120V/1 39.0 0 FIXTURES AT 0.65 AMPS EACH SEE NOTE 12 HEAT RECLAIM VALVE 78VX E I.20.201 1 WPK ADDED NEW SHOP-IN PRODUCE COOLER, CONVERTED EXISTING PRODUCE TO SHOP-IN DAIRY COOLER. 00 0- MIO DOOR HEATERS POS FREEZER#2 (E) ANTHONY CUSTOM 32" 120V/1 72.0 48 DOORS HEAT RECLAIM MONITOR 25VY MIJ MULLION LIGHTS ICBM FREEZER (E) ANTHONY CUSTOM 32" 120V/1 7.2 1 1 FIXTURES AT 0.65 AMPS EACH -SEE NOTE 12 WINTER CONTROL M12 DOOR HEATERS ICBM FREEZER (E) ANTHONY CUSTOM 32" 120V/1 19.7 7 DOOP5 BASIC ALARM 62VJ 62VJ .� PEFRIG-LOSS ALARM 70VJ 70VJ M13 MULLION LIGHTS POS COOLER (E) ANTHONY CUSTOM 32" 120V/1 4 I.6 64 FIXTURES AT 0.65 AMPS EACH -SEE NOTE 12 ALARM BELL 25EC 25EC M14 DOOR HEATERS P05 COOLER (E) ANTHONY CUSTOM 32" 120V/1 14.2 48 DOORS HIGH PRESSURE CONTROL 6)42VV 42VV 6)42VV M15 NOT USED LOW PRESSURE CONTROL 2)24WM 58EE 2)24WM MIG CONVENIENCE OUTLET (E) ISLAND END CAPS 120V/I 16 OIL FAILURE CONTROL 6)3OWM 30WM 6)30WM GENERAL NOTES M17 CONDENSER POWER (E) HLCV-F4408M 4GOV/3 5.5/ 15 MCA/MOCP HEAT RECLAIM LOCKOUT 91 WE (N 1) EVAPORATOR FANS AND DRAIN PAN HEATERS ARE NON-CONCURRENT LOADS. COMPRESSOR CONTROLLER EPC2000GfT EPC2000GFT (N2) NEW CONTROL VALVES PROVIDED/INSTALLED BY PEFPIGEPATION INSTALL CONTRACTOR. M15 ROLL-UP NIGHT CURTAIN (E) PYTEC MD-600 120V/1 7.2 SUPPLIED BY COOLER MANUFACTURER- INSTALLED BY REFRIGERATION CONTRACTOR SUCTION MANIF INSULATION 57VF 57VF (N3) NEW STUB/NEW OVERHEAD LINE SET M19 COLD ZONE AIR CURTAIN (E) PowereciAire ETD-2-84 460V/3ph 2.7/ 10 (MCA/MOCP) PROVIDED BY REFRIGERATION EQUIPMENT PROVIDER, INSTALLED BY REFRIGERATION CONTRACTOR. SINGLE PHASE PROTECTION 02EB 02EB (N4) REFRIGERATION INSTALL CONTRACTOR TO PULL NEW PROBE WIRES AND ASSIGN POINTS IN EXISTING CPC FOR TEMP MONITORING AND ALARM. M20 ANTI-SWEAT CONTROL PANEL (E) ASP 120V/I 16.0 REFRIGERATION ELECTRICIAN TO PROVIDE POWER TO ANTI-SWEAT PANELS (1-24 CH t I-16 CH)$WIRE ALL GLASS DOOR A/S CIRCUITS THROUGH CONTACTS. SUBCOOLING ASSEMBLY 47UF/34YE 47UF/34YE (N5) ADD MONITOR/ALARM/DEFROST CONTROL STRATEGY TO EX5TG.COMP. CTRL./SEE DUAL TEMP DETAIL SHEET/ADD DT SWITCHES TO RACK M21 HOT CASE (E) 208V SUBCOOLER TXV 18YL/ 14YE 18YL/ 14YE (NG) TYLER TO SUPPLY TIPP UNIT. REFRIGERATION INSTALL CONTRACTOR TO INSTALL AS REMOTE PARALLEL TO EXISTING SYSTEM M22 MT INPUT t ALARM PNL(BELL STROBE OUTPUT) MICRO-THERMO INPUT W/ALARM 120V/I 16.0 REFRIGERATION ELECTRICIAN TO PROVIDE POWER TO MT INPUT/ALARM PANEL, INCLUDING KVM TERMINAL CONVENIENCE OUTLET. SUBCOOLER WIRING 79VC 79VC (N7) REFRIGERATION INSTALL CONTRACTOR TO VERIFY OIL SEPARATOR, ACCUMULATOR, HIGH SIDE COMPONETS AND UP512E AS NEEDED M23 SHOP-IN AIR DOOR(PRODUCE, DAIRY) (N) HCR AC-05 208V/3 9.6/ 15 (MCA/MOCP) PROVIDED BY PANEL MFG INSTALLED BY REFRIGERATION CONTRACTOR. 5UBCOOLER PIPING 71 UE 71 UE (N8) REFRIGERATION CONTRACTOR WILL UPGRADE CONDENSER FANS AND MOTORS TO 1160 RPM - 1-1/2 HP AND UPSIZE FEED TO CONDENSER. M24 THERMO SIMPLE DISPLAY UNIT INNOVATIONS 5V-DC5V-DC (E) POWERED VIA CAT-5 CABLE RUN 0 TPAN5FOPMER(WIRED IN SERIES) SUBCOOLER T-STAT 35YL/66VQ 3 5Y/66VQ M25 THERMO SIMPLE PROBE INNOVATIONS 120V/1 2.0 TO REMOUNTED 8FT AFF SPLIT SUCTION HEADER 54WH 54WIl M26 THERMO SIMPLE TRANSFORMER INNOVATIONS 120V/1 2.0 TO BE MOUNTED ON TOP OF POS COOLER$FREEZERS AND PRODUCE COOLER SPLIT SUCT OIL MODIFIER 43WJ 43WJ REFPUG ELECTRICAL CONTRACTOR TO PROVIDE POWER TO ALL EQUIPMENT AS CALLED OUT BYTHIS NOTE AS NECESSARY. SEE LEGEND AND/OR EPC SPLIT SUCT CONTROL 67VD 67VD M27 EQUIPMENT POWER EQUIPMENT POWER SEE NOTE SEE NOTE EQUIPMENT FOR VOLTAGE$AMPERE. SPLIT CONDENSER PIPING MISCELLANEOUS CONTROLS EPC COND FAN CONTROL THERMASTOR TANK 47WK W Cl REFRIGERATION THERMOSTAT 120V/I RUN TO CONDENSING UNIT CONTROL PANEL THERMASTOR T-STAT 4GWK Lu C2 T-STAT t SOLENOID 120V/I RUN (4)WIRES TO COMPRESSOR PACK CONTROL PANEL, (2) FOR THE SOLENOID AND(2) FOR THE COMRE55OR CONTACTOR. ISOLATE LIQUID DRIER 41 VJ 41 VJ ELECTRICAL NOTES O O c � = M C3 DEFROST 50LENOID 120V/I RUN TO SYSTEM CONTROL PANEL. SKID PLATE 29EF 29EF ELECTRICAL CONTRACTOR SHALL: 0- LU j ti 1 C4 DEFROST TERMINATION THERMOSTAT 24V/I BELDON #876 I OR EQUAL-WIRE IN SERIES AND RUN TO SYSTEM CONTROL PANEL. EPC AMBIENT PROBE I. USE MATERIALS AND METHODS THAT CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. r- z � O rn w Elf C5 DOOR SWITCH/SOLENOID 120V/I WIRE IN SERIES WITH FAN POWER CIRCUIT. COND BALL VALVES 98WE/97WE 98WE/97WE 2. USE NO ALUMINUM WIRE TO CONNECT ANY HU55MANN EQUIPMENT. �- O 1 1 CG EMERGENCY REFRIGERANT STOP 120V/I WIRE TO CPC PMCC 8P0 HEAT RECLAIM BALL VALVES 2)98WE 3. VERIFY LOCATIONS OF ELECTRICAL STUB-UPS FOR REFRIGERATED CASES WITH REFRIGERATION CONTRACTOR PRIOR TO INSTALLATION. U) OU <c Cl C7 FAN STOP/LIQUID LINE 50LENOID 120V/1 WIRE THROUGH AUXILIARY CONTACTS IN FAN DISCONNECT DI5CHARGE MODIFIER 91 VC 91 VC 4. SURFACE MOUNT ALL CONDUIT FOR MEAT/DELI/PRODUCE REFRIGERATED WALK-IN BOXES ON THE EXTERIOR ROOF OF THE WALK-IN BOXES. ¢ SEAL ALL PERFORATIONS WITH PERMAGUM OR EQUAL. w � C=) F- 5. CONNECT ALL POINT OF SALES (POS) BLOWER COIL FAN MOTORS TO ACCESSIBLE DISCONNECT. DISCONNECT MUST DE-ENERGIZE U p 0 TEMPERATURE SENSORS REFRIGERANT SOLENOID VALVE TO STOP FLOW. ALL NECESSARY RELAYS FURNISHED BY ELECTRICAL CONTRACTOR. O Q EPC UNLOADEP LOGIC 35VY 3GVY G. FURNISH AND INSTALL CONDUIT, WIRE, OUTLETS, ETC., FOR REFRIGERATION FIXTURES AND CONNECT COMPLETE AND READY TO OPERATE, U S# REFRIGERATOR TEMPERATURE SENSOR WIRE TO CPC ANALOG INPUT BOARD. CABLE TO BE SHIELDED. DISCHARGE SERVICE VALVE 24WZ 24WZ AS DIRECTED BY THE PEFRIGEPATION CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ALSO FURNISH AND INSTALL ANY NECESSARY SUCTION SERVICE VALVE 2)92WG 2)92WG DISCONNECTS, CONTACTORS, CONTROL RELAYS, ETC., WHICH ARE NOT SPECIFICALLY SUPPLIED BY HUSSMANN, DELETE LIQ HEADER$STUBS 25VG/9)07VN 25VG/ 1 1)07VN 7. REVIEW THE ELECTRICAL PLANS AND DIAGRAMS PRIOR TO CONSTRUCTION, AND CONTACT HUSSMANN IF CLARIFICATION IS NEEDED. UPON HEADER/ACCUMULATOR 09YC 09YC COMPLETION OF WIRING, THIS CONTRACTOR SHALL PERFORM A SATISFACTORY OPERATIONAL CONTROL SEQUENCE CHECK WITH THE COMPRESSOR SUMMARY AND ACCESSORIES COPPER PILOT LINES 10)47VP 9)47VP REFRIGERATION CONTRACTOR BY WRINGING OUT ALL CIRCUITS AND CORRECTING WIRING ERRORS. 8, MOUNT AND/OR CONNECT ALL THERM05TAT5. SOLENOIDS, AND OTHER ELECTRICAL CONTROLS FURNISHED BY REFRIGERATION UNIT LETTER 51A AL AL AL 52A AH AH AH 53A(N) BL BL BL 52B BH BH BH 51 B(EM) SIC C CONTRACTOR. CONNECT ALL MOTORS, CONTROLS, AND OTHER COMPONENTS FURNISHED BY THIS CONTRACTOR. COMPRESSOR QUANTITY/POSITION REMOTE 1 2 3 REMOTE 4 5 6 REMOTE 1 2 3 REMOTE 4 5 6 REMOTE ZF 18-K4E ZF 18-K4E 9. FURNISH AND INSTALL CONDUIT, WIRE, OUTLETS, ETC., FOR ALL LIGHTS. HEATERS, WALK-IN BOXES, AND/OR REACH-IN DOOR ASSEMBLIES COMPRESSOR MODEL 2DL-0400 4DP-1500 4DT-2200 4DT-2200 4C 176 I PL 3DB-1000 3D5-1500 3D5-1500 4C 1480PL(N) 4DP-1500 4DL-1500 4DL-1500 4B3139PL 3DE-0750 3DF-1200 3DF-1200 4C 1480PL(N) 1 5 AND ALL OTHER FIXTURES AS REQUIRED. THESE FIXTURES ARE PROVIDED BY OTHERS AND INSTALLED BY THE ELECTRICAL CONTRACTOR. COMPRE550P ASSEMBLY BITZER BITZER BITZER (CHANGE 10. INSTALL ALARM BELL FURNI5hED BY HU55MANN. FURNISH AND INSTALL ALARM STROBE LIGHT. SEE WIRING DETAIL. COMPRESSOR COOLING TIRP HIRP TIRP COMPP.) 1 1. FURNISH AND INSTALL ALL FUSED DISCONNECTS AND/OR MOTOR STARTERS NOT SPECIFICALLY SUPPLIED BY HU55MANN. COMPRESSOR FAN 12. CONNECT ALL COOLER AND FREEZER DOOR LIGHTS TO ENERGY MANAGEMENT SYSTEM PROVIDED BY OWNER. OIL LEVEL REGULATOR 13. RUN CONDUIT INSIDE THE OVERHEAD TRUSSWORK. , DISCHARGE MUFFLER 14. PROVIDE AS-BUILT PANEL SCHEDULES FOR ALL ELECTRICAL LOADS SHOWN ON hU55MANN SCHEDULES. COMPRESSOR CONTACTOR HOP5EPOWER PEP UMC (EACH) 4.02 14.14 16.89 16.89 7.60 12.73 17.17 17.17 1 1.48 14.14 14.14 14.14 12.89 10.68 15.26 15.26 1 1.37 REMOTE CONDENSERS REFRIGERANT R-22 R-22 R-22 R-22 R-22 R-22 R-22 R-22 R-22 R-22 R-22 R-22 R-22 R-22 R-22 R-22 R-22 R-22 R-22 UNIT LETTER A B C SUCTION TEMPERATURE -28 -28 -28 -28 -28 20 20 20 20 -28 -28 -28 -28 19 19 19 19 10 23 MODEL HLCV-V84 I OM HLCV-V83 I OM HLCV-F4408M CONDENSING TEMPERATURE 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 CONTROL PANEL FACTORY FACTORY FACTORY DE51GN CONDITIONS for O LL_ CAPACITYMBH (EACH) 16,300 44,749 54,946 54,946 24,700 93,602 123,952 123,952 81,500 44.749 44,749 44,749 42,400 76,623 106,579 106,579 79,600 39,200 51.098 FINS PER INCH 10 10 8 C05TCO WHOLESALE z REJECTION MBH (EACH) 28,900 80,272 97,359 97.359 43,784 125,567 167,071 167,071 110,314 80,272 80,272 80,272 74,800 103,432 144,893 144,893 108,141 56.400 69,670 TEMPERATURE DIFFERENCE 15.16 16.30 16.04 a REJECTION MBH (TOTAL) 807,383 816.975 REJECTION 807,383 816.975 404.751 TIGARD, OR#I I I KILOWATTS MBH (EACH) 2.96 10.40 12.42 12.42 5.59 9.36 12.63 12.63 8.44 10.40 10.40 10.40 9.48 7.86 1 1.23 1 1.23 8.36 5.10 5.44 NUMBER OF FANS 2 X 5 2 X 5 4 SUBCOOLING CREDIT 1.18 1.18 1.18 1.18 1.18 1.22 1.22 1.22 1.22 LENGTH 274" 274" 220" COMPRESSOR PLA (EACH) 13.3 26.3 33.9 33.9 20.3 20 29 29 13.6 26.3 26.3 26.3 37 20 23.6 23.6 13.6 8.4 8.4 WIDTH 96" 96" 48" INSIDE DESIGN TEMP 75°F DRY BULB 55%RELATIVE HUMIDITY z UNIT PLA 192 183 55.9 HEIGHT 58" 58" 55" OUTSIDE DESIGN TEMP DRY BULB: 95 F WET BULB: 69 F UNIT MCA 16.6 FEED 200 17.0 FEED 189 17.0 58.0 WEIGHT 4,540 LBS 4,540 LBS 1,560 LBS CONDENSER TYPE AIR-COOLED L z of UNIT MOPD 25 FROM 225 30 FROM 200 30 60 DISCHARGE LINE (2) 2-1/8" (2) 2-1/8" 1-1/8" VOLTAGE VOLTS: 460 HERTZ: 60 PHASE: 3 m 'N N o 120V CONTROL CIRCUIT MCA/MOPD RACK 24/30 RACK 24/30 LIQUID LINE (2) 1-5/8" (2) 1-5/8" 7/8" SYSTEM TYPE PARALLEL COMPRESSOR SYSTEM �w w� (n S. <--- � oc� v) 0 z R3 g II � II z N 9 7 9 7 Q w N � z I CONDENSATE LINE z � C PLUMBING VENT, 1 I t ��/ oIN 1 / 1101 SEE PLUMBING K -- -- - -- - --- -- - a J DRAWINGS j l T o J N z d w `` J Z Z of Lo J o m APPROVED + o s Q = o FREEZER WALL t '1 a AIR GAP FITTING � � o - \, ••1 �, -- - -- --- -- v PERFORATED CAP ! t STAND PIPE CONCRETE CURB :...............................................--...x.................I ...................:......................................................x...................................................... I • I .I• •; t , I i 1 I. . I i• I I •1 I { t I I I I 1 2" VENT PIPE UP �lu I. I I I L { THROUGH CURB t n o 0 0 0 0 0 0 0 0 0 0 • 11 'I• t I II -O { a a a o 0 0 01-011 x ct Ckf ._......_ I TRANSITION TO 4" 1 / � VENT PIPE BELOW 1 SLAB SCALE 04 FREEZERS VENT DRAIN ELEVATION NTS 5 I { { Z Z Z 0 (n U) ,. -- t I L J BOLLARD, I t zo TYPICAL I 1 w i FREEZER DOOR 114" PRE-MOLDED i IIII IIi l lllllllllll � { •"a• JOINT FILLER-TYP. � _____—___ _ – { _ FREEZER 4F_ ––– i NOTE: �;' �% / < I BEND REBAR t AROUND PIPE VENT LINE ' •rt a I (� PERFORATED CAP O PLUMBING VENT j '� .� STEEL ANGLES '-O" 1 O AT FLOOR - --- --- ------ -- _ ----- - - STAND PIPE c) JOINT FILLER .` E AIR GAP FITTING t CONCRETE CURB - ONDENSATE DRAT CONCRETE CURB 1 4 1 o 3" / % \ o IN. 00 00 1 I 3 � P4 SCALE i cu I ' \ O VENT DRAI N AT POS FREEZER NTS LJ q Z I A t (U 31 1 LEE { / L,J X CLEANOUT COVER REQUIRED TO BE HEAVY DUTY CAST IRON WITH NICKEL VENEER TOP v� . \T cu V FINISHED FLOOR I { , _ � F-- 1 CLI A v a v d t t o `y� o o \Y/ `y �, o � a d I I Q+f I cu CIAST IRON EXTENSION I8" MINIMUM ( ______ ______ __�__ ___ _____..._______ } ___ W t � SAME SIZE AS SEWER { I CID z � UP TO 3" DIAMETER CD POS COOLER F EEZ (� o C � � R ERS SCALE: 1/8" = 1 '-0" BUILDING DRAINS 1 SIZE PER PLANS { - 3 TRAP TRAP t- ARM 0 0 PLUMBING SCHEDULE PLIMBING LEGEND COIL WASTE STUB-UP. PLUMBING CALL-OUT O "NT5 SEE ARCHITECTURAL DRAWINGS ANDFUTURE FLOOR DRAIN DETAIL 3MECHANICAL SHEET FOR DETAILS. PLUMBING STUB-UP I C - ------------ ---- - ------- ----- - ------ •�--•-- --- 12 x 12 FLOOR SINK. .- COIL/CASE CONNECTION P2 SEE ARCHITECTURAL DRAWINGS AND 0/8" COPPER CONDENSATE LINE i MECHANICAL SHEET FOR DETAILS. FINISH DRAIN LEGEND SINK REF. DRAIN SIZE FUTU RE FLOOK DRAT N. A D-7 0'-2" { P3 SEE ARCHITECTURAL DRAWINGS AND B D-7 0'-3" MECHANICAL SHEET FOR DETAILS. NOTES: FINISH FLooR J VENT * DRAIN AT POS FREEZER I . ADD P-TRAP AS DRAIN LINE LEAVES w P4 SEE ARCHITECTURAL DRAWINGS AND FREEZER/COOLER, INSULATE P-TRAP. w RIM SET FLUSH I I MECHANICAL SHEET FOR DETAILS. 2. SEE ARCHITECTURAL DRAWINGS AND PLUMBING o o DISPLAY CASE PROVIDE OFFSET AS REQUIRED TO -- t W � N LOCATE SHEET FOR EXACT LOCATION. � � N OUTLET COORDINATE WITH REFRIGERATION Z IY O m 51ZEQA CONTRACTOR FOR FINAL LOCATION I PVC PIPE WRAP. 3. ALL PLU MBI NG AND DRAIN LINES, FIXTURES, VALVE o 1 { ALL PREP AREAS WITH CONDENSATE AND MISCELLANEOUS EQUIPMENT ARE PROVIDED � oo Q o ? DRAIN LINES TO RECEIVE PROTECTIVE AND INSTALLED BY GENERAL CONTRACTOR. " o FLOOR SINK I i Zm � � HALF EXPOSED { WRAP OR OTHER COSTCO APPROVED 4. ALL ABOVE GRADE CONDENSATE LINES BY � Q o TRAP * ARM - — — — — — — AREA OF WORK WRAP. MOUNTED WITH STAINLESS STEEL REFRIGERATION CONTRACTORS. � o ti . .►_ — — — — o � � SIZE© HANGER5/UNI5TRUT5/CLAMP5. o Q EXIST. I BAKERY I R # REMOTE TRIP • AREA OF WORK — V - - - -- - - - -- - ------ - ----- ----- -- - -_--- _---•---_ __.__. ---- ------- - -----___-- - -- - --- (� ----- -- --_ -------- ..I.--- ____._. UNIT'5213' TIE INTO EXISTINGIN P2 FLOORS 1 N K DETAIL SCALE 2 BAKERY DRAIN ' O NTS t REMOTE TRIP UNIT'S2A' I NEW SINGLE STACK I { ! ANTI-SWEAT PANELS UNIT'53A' =1 - - - - - - - - - � ( 42"x32"x42"H I I - 80OLB5 ........ ..----- -------- .... . ......... ❑ _.., . ....... .............. ....._. I - - - I I A THERMA-STOR TANKS ; I SET SPLASH RIM 3/4° t I � I ABOVE FINISH FLOOR o l I I { I I I GAS 1120 HEATERS0 I I I I II I I , e �, i I I III IQ I Im I O ,. 0 MT KVM TERMINAL L J L J AIR COMPRESSOR 2 OUTLET TRAP ARM I 3 TRAP — — — — - - - - - - - MT INPUT AND . A REMOTE SAT PROTOCOL UNIT'C' ALARM PANEL UNIT'S 1 B' z w o \ mw I----I- �----� - I D m N O CD J W W (n 10.4 10 PAW O Q O ~ P I FLESH LINE FLOOR PLAN FLOOR DRAIN DETAIL SCALE 10.4 REFRIGERATION MEZZ. O I zP4 NT5 SCALE: 1/8" — 1 '-0" SCALE: 1/8" = 1 '-0" Z g NOTES z D N I . PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS, TO BE INSTALLED 9 �7 Q V, �/ / �J BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. ZZ o N 2. TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. COSTCO - - - - VERIFICATION FORM SIGNOFF IS REQUIRED. - - - 3. LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY REFRIGERATION ' j T o z m N ! g o CONTRACTOR. I A6 A6 A6 B 17 B 17 B 17 z a J z z 4. KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING - } i— o= Q o 0 SKYLIGHTS AND STORE LIGHTING. SEE CEILING PLAN PRIOR TO INSTALL.. t.,-H U 0.. 7) 5. KEEP REFRIGERATION PIPING RUNS CLEAR OF ROOF HATCH ACCESS. F o o G. REFRIGERATION CONTRACTOR TO COORDINATE PIPING REQUIREMENTS WHERE G/C MAY BLOCK ACCESS WITH CURBS.. I 7. ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OFA ........................................_ _ _.._____. _...... ._.._._...........a....................... X=131 BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL I BE THOROUGHLY CLEANED AND DRY NITROGEN SHALL BE FLOWING AT 3 CUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING j w W w B2IB2I I o 0 0 0 0 0 0 0 0 0 0 BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL BE B 19 RAZING ALLOY CONTAINING A MINIMUM OF 45% SILVER. o 0 0 MADE WITH'A B LnN-- J 1 � 8. ALL LIQUID LINE TO BE INSULTED WITH 3/4" INSULATION, o N _._.-.._ _______ GLUED AND TAPED (VERIFY THICKNESS PER CODE) m 1 ; 9. ALL REFRIGERATION LINE INSIDE OF WALK-INS TO BE INSULTED FROM THE -- EVAPORATOR COIL CONNECTION B20 A4 B 15Ix 10. ALL REFRIGERATION LINE JOINTS SHALL BE INSULTED WITH MITERED JOINTS r (SEE DETAIL 3) i I I . PIPING RACKS/OVERHEAD HANGERS TO BE NO WIDER THAN 4FT. SPLIT 1 Lu Lu Li f PIPING RUNS IF NECESSARY. AVOID SKYLIGHTS. _ W ___.____,� ____...__.__.._ __., ._-___..._-_.._ C29 29 Z Z Z o 0 0 LEGEND i C29 ' ' i � � REFRIGERATION SYSTEM - ----- -- o CD C29 C29 �; B19 O 0 z B19 0 OVERHEAD LIQUID LINEI `� t LLJ hull ilul 11 III I I � / I —O PENETRACTION INTO WALK-IN I LLDIT A2 E 0 UNIT CONNECTION A8 A9 ` f C25Fl, ® LINE SIZE CALLOUT L C28 3 O LINE SIZE CALLOUT 1 A2 C28 __._ __ C28 1 +, �j HAND VALVEcn A9 C25 � O LIQUID SOLENOID /F LINE SIZE LEGEND �►— I j A8 O oj ® 1/8" x 4 = 1/2" 1 - — — - j I C27 C27 0D �5 I/8" x 5 = 5/8" ! C27 _ C27 }} < m i A9 O i 3 cy) 7❑ 1/8" x 7 = 7/8" 19C27 C27 F i I I F2 ou A3 �, Z 1/8" x 9 = 1 -1/8" i _ f Y 00 X (y) Lr) 11 1/8" x I 1 = 1 -3/8" PCI v / 13 I l8" x 13 = I -5/8" A3 ?LZ ' w x I _ _ D ---FF _ . ------_- - -. -------- (ED I I A5 B 2 2 17 1/8 x 17 = 2-1/8" i I cu m F2 ]1 1/6" x 21 = 2-5/8° I (U C26 C26 1 0 � ' ° ° ° \\� A3 ' co w „ N 1 00o .040 R�77 p m METALLUM. BK. WHTPVCJACKETED POS COOLER I=1\E�ZE METAL LINE COVER � (�7 o \ d' AI2 A3 m SCALE: 1/8" = 1 '-0" w O O EVAC LINES, SEE"P" DWGS 0 Oo i o CONDUITS 10" REFRIGERATION PIPES A3 ' i A10 — FALSE COLUMN PIPE CHASE SCALE I NONE i TYPICAL IRREFRIGERATION 1 SUCTION/LIQUID LINE C24 1 ARMAFLEX OR APPROVED THREAD ROD uj PIPE INSULATION ? w 0 Cl F- O ' � W z N CV z G:f C) CA T O O (�— O - - - - - - AREA OF WORK - - - - ry' c'cn (D 1 WoL � m f C-) e Zz � e EXIST. I I 10.4 Q BAKERY I CONNECT TO NEW I I 0 INSUGUARD PROTECTOR LINESET AS NECESSAPY REMOTE TRIP r — AREA OF WORK - 1 B --- ----------___ ----- --------- � - - - ------- -------- - ----- ----- ------- ----._I--------------__---- ------------------- - _______-._---------____�_�__._____-_-------__. -___----------_.------______-_—__----------____ I � _ UNIT S2B 1 REFERENCE SHEET 50.2 UN15TPUT HANGERS 1 REFRIGERATION 5UPPOP.T5CHEDULE (ALL PIPING�RREFRIGERATION REMOTE TRIP I UNIT'52A! NEW-91 NGLE STACK I AND DETAIL FOR HANGING 5PEC5. ELECTRICAL IS TO FOLLOW PLUMBING 1 1 ANTI-SWEAT PANELS UNIT'S3A' I I HEATING LINES WHEN POSSIBLE). r — — — — — — 42"x 32"x 42"H — — — — — — —— — — — I 80OLB5 PIPE CRADLE LAYOUT SCALE 2 -------------------------- - - E NONE 1 C31 I I E j I Tl1ERMA-STORTAN KS I I I ' o GAS 1120 HEATERS ............. i -.._._. I; I .........--- I O P TRAP INVERTED P-TRAP I I ( I I I Q I I m H3 C I I I I E I I 0 I ¢ I I Q I AIR COMPRESSOR o I I I I MT KVM TERMINAL I I I I z L_ - �J I I I --------- I I ......._..... I - - ❑ sI ................. -................... ........ ---......_..__.... ... ._......... ............................. 1 I I MT INPUT AND z TEE 9O'S ,,,, -; - - - - -„ .s REMOTE SAT PROTOCOL UNIT'C' ALARM PANEL AI 1 —UNIT'S I B' — �-ii � - - - - - - - - - - - - - - - - = D N o I m o o ALL INSULATION AROUND PIPE FITTINGS TOO BE MITERED Ii J El w cn g Ej> (le.. 905, Tee's, P-traps, etc..) 77 CONSULT MANUFACTURE DATA FOR PROPER MITERING SPECS FRE5I1 LINE FLOOR PLAN REf'RIGEIZATION MEZZ. o SCALE _ z INSULATION MITERING 3 SCALE: 1/8” 1 ,-0„ SCALE: 1/8” = 1 '-0" z R5 NONE c.� NOTES _z � N 0) I PLACEMENT OF LARGE THERMOMETER INSIDE COOLERS, TO BE INSTALLED 9 7 9 7 ui w Z N BY REFRIGERATION CONTRACTOR, SUPPLIED BY PANEL MFG. Z w ,, 2. TEST OUTSIDE REFRIGERATION ALARM MONITORING SYSTEM. C05TC0 ! -- _ o o VERIFICATION FORM SIGNOFF IS REQUIRED. j K — -- 1 N 3. LIQUID LINE BALL VALVES PROVIDED AND INSTALLED BY REFRIGERATION — ---- ------ - — ---- - - o g m o CONTRACTOR. AG ' A6 A6 (BID] B 17 B 17 z 0 J z Z 4. KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING o a: T: o SKYLIGHTS AND STORE LIGHTING, SEE CEILING PLAN PRIOR TO INSTALL.. o \, 5. KEEP REFRIGERATION PIPING RUNS CLEAR OF ROOF HATCH ACCESS. F — o - 6. REFRIGERATION CONTRACTOR TO COORDINATE PIPING REQUIREMENTS WHERE G/C MAY BLOCK ACCESS WITH CURBS.. 1 7. ALL REFRIGERATION PIPING JOINTS SHALL BE MADE WITH USE OF A BRAZING ALLOY CONTAINING A MINIMUM OF 15% SILVER. JOINTS SHALL -` BE THOROUGHLY CLEANED AND DRY NITROGEN SHALL BE FLOWING AT 3 I w W w CUBIC FEET PER HOUR THROUGH TUBING WHILE JOINTS ARE BEING ' o 0 0 j B21 B21 0 0 0 0 0 0 0 0 BRAZED TO AVOID INTERNAL SCALE. BRASS TO COPPER JOINTS SHALL BE g I gLo to 0 0 0 MADE WITH A BRAZING ALLOY CONTAINING A MINIMUM OF 45% SILVER. �, �, (n 8. ALL LIQUID LINE TO BE INSULTED WITH Y4" INSULATION, c\, GLUED AND TAPED (VERIF(THICKNESS PER CODE) C° C° } All 9. ALL REFRIGERATION LINE IN51DE OF WALK-INS TO BE INSULTED FROM THE EVAPORATOR COIL CONNECTION A4 O B 15 10. ALL REFRIGERATION LINE JOINTS SHALL BE INSULTED WITH MITERED JOINTS B20 B20 (SEE DETAIL 3) 11 . PIPING RACK5/OVERHEAD HANGERS TO BE NO WIDER THAN 4FT. SPLITcli r) _ _ PIPING RUN5 IF NECESSARY. AVOID SKYLIGHTS. j C29 t Z Z Z I 0 0 Of LEGEND _.._ - - ----- --- - --, I j f REFRIGERATION SYSTEM _ i ,. � o I C29 C29 � � ,, z CD o B 19 B 19 — OVE H A > R E D LIQUID LINE , �/ w 111111 IIIIIIII VIII , � PENETRACTION INTO WALK-IN A2 !-- UNIT CONNECTION ' A8 A9 l ® LINE 51ZE CALLOUT C28 C28 1 - p LINE SIZE CALLOUT t -- A2 I C28 C28 � N i� HAND VALVE 3 C25 P O LIQUID SOLENOID I 0 LINE 51ZE LEGEND `'— A8 ' 0 CLI ® i/8" x 4 = 112 I o 0000 - 1/8" x 5 = 5/8 C27 C27 a" - 0 cIN A9 C27 C27 I 3 r- 7 1/8 x 7 = 7/8 } 0 0 F — ' z N A3 ✓ �� W 00 00 ❑g 1/8" x 9 = 1 - 1/8" 1 j Y ,-. i I �/ ! F� � m0i w x 13 1/8" x 13 = 1 -5/8" D _ --- I - ------___-_ A3_. _ _ _. _ B 116 A5ZD 17 1/811 x 17 = 2-1/8" C26 C26cu ' (y)m ------ __ A 12 F2-]1 1/8" x 21 = 2-5/8" 0 � CU I C26 C26 o7v, � o o \ o r 1 w A3 ; � r - > cu-) ., Ld 0013 Z .040 ALUM. BK.WHT PVC JACKETED o CL METALLINE COVER POS COOLER FREEZERS �- I o Al2 A3 � m ! 3 SCALE: 1/8" = 1 '-01' 1 • O EVAC LINES, SEE"P"DWGS I i � 1 O 00 CONDUITS O ° 1011 REFRIGERATION PIPES A3 I ; • I v A10 � FALSE COLUMN PIPE CHASE SCALE NONE TYPICAL REFRIGERATION SUCTION/LIQUID LINE I I ARMAFTHREAD ROD LEX OR APPROVED U � PIPE INSULATION j Lu 00U:) O I 0_ W E- N z O OO � O U O 0ry - - - - - - AREA OF WORK CD CD ' a_M Lu zzco EXIST. 10.4 I CONNECT TO NEW BAKERY e LI N ES ET AS NECESSARY REMOTE TRIP — AREA OF WORK — INS000ARD PROTECTORB j I --- 3 I r— — --- ---- ---- ----- ----- - ----------_-- _-- - -- -- -- _ - _--- _ _- --- - -- wr - - - - -- --- E — UNIT'S2B REFERENCE SHEET 50.2 UNISTRUT HANGERS REMOTE TRIP REFRIGERATION SUPPORT SCHEDULE (ALL PIPING$ RREFRIGERATION UNIT'52A' NEW SINGLE STACK ANTI-SWEAT PANELS UNIT'53A' AND DETAIL FOR HANGING SPECS. ELECTRICAL IS TO FOLLOW PLUMBING I I I I 42"x 32"x 42"H I J t HEATING LINES WHEN POSSIBLE). 8001-55 PIPE CRADLE LAYOUT SCALE 2 ..------------------ NONE ...... ..............................., :_.................................................... H3 C31 �— - - - - J l I I THERMA-STOR TANKS I I I I 1 I 1 ° GAS H2O HEATERS . ' I ......._.... :01 _. P-TRAP INVERTED P-TRAP 1 I I I I I < I Im � I 0 I I . 1 H3 CSI I I I I 0 IY I II MT KVM TERMINAL I I I I AIR COMPRESSOR g L — J L — J rZ I I t I I _-- ......-...------............. -- L - •- — — — — — — J I C ALARM PANED ..................................... MT INPUT TEE 90'5 — — — — —I'll — I REMOTE SAT PROTOCOL UNIT'C' UNIT'S I B' Z a� p O M—� — o \ � FTP ALL INSULATION AROUND PIPE FITTINGS TOO BE MITERED Q ( ui `` a Iw— N Elo (le.. 905, Tee's, P-traps, etc..) CONSULT MANUFACTURE DATA FOR PROPER MITERING 5PECS FREJH LINE FLOOD PLAN REFRIGERATION MEZZ. C SCALE �� — �_ �� — �_ �� z R6 INSULATION MITERING 3 SCALE: i/8 - I O SCALE: I/8 — I 0 NONE