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Plans (4) BUP2015 - 00337 SYMBOLS AND MATERIALS REVISIONS 99W � •--• --• DETAIL NUMBER(TYP.) Y„ Q� f 2 DETAIL REFERENCE OR ENLARGED No. !s,`0tlor "' Date SHEET DETAIL IS PLAN REFERENCE SHOWN ON(TYP.) NOV 17 �O1 s DIRECTION OF CUT(TYP.) E3Ua µ;► � � PROJECT DETAIL NUMBER(TYP.) 1 1111[ C1 k � SITE A DETAIL CUT ALL DETAILS ARE SHEET DETAIL IS ARCH.PROJECT NO. SW DARTMOUTH ST NUMBERED SHOWN ON (TYP.) 1502 NEW SUSHI KIOSK DMD.C. DETAIL TITLE DETAIL TITLE W/SCALE CHECKED 217 � C.P. 00 A T S T O�:E N O 2 3 I"=1'-O" SUBMITTAL DATES � � ALL BUILDING SECTIONS BREAK LINE AS NECESSARY 11/12/2015ARE LETTERED AT EACH F. BUBBLE CUT FOR CLARITYOTBbATE TIGARD 0_D, ■ �GON 11/1.2/2015 � DIRECTION OF CUT(TYP.) VICINITY MAP PARTIAL BUILDING SECTION a NORTH CUTS WILL HAVE ONLY ONE AS A5 BUILDING SECTION CUT BUBBLE Bo CONTACTS ��` A5 PARTIAL BUILDING SECTION CUT z o 1 0 o W No OWNER: ARCHITECT: s° Wu� � WINCO FOODS,LLC BRUCE W.PETERSEN,NCARB0° ° a ALL BUILDING SECTIONS BUILDING SECTION BUILDING SECTION TITLE W/SCALE w H °Q 0 650 N.ARMSTRONG PLACE 5200 W. STATE STREET =x o o ° ,---. ARE DOUBLE LETTERED ON a 3/32"=1'-0" q °a A BOISE ID 83704 BOISE ID 83703 1 2 3 4 5 6 7 8 9 9.9 10 10.81 12 THE TITLE(ONLY)TO W A, a ° PHONE:208-377-0110 PHONE:208-345-1462 REFERENCE THE ENTIRE '°� I I i?i W F '�-1' Ll a» a FAX: 208-672-21.46 FAX: 208-345-1532 CUT PARTIAL BUILDING SECTION PARTIAL BUILDING Z CONTACT:ANDREW BEALL CONTACT:CHAD POLLOCK B SECTION TITLE W/ W EMAIL: Chad_p@psarch.com PARTIAL BUILDING SECTION 3/32"=1'-0" SCALE O N / CUTS WILL HAVE ONLY ONE n LETTER IN THE&TITLE TO DIRECTION W Q M ELECTRICAL ENGINEER: MECHANICAL ENGINEER: REFERENCE THE PARTIAL OF CUT(TYP.) BREAK LINE AS w DC ENGINEERING DC ENGINEERING ✓ NECESSARY FOR I I I I I I I I I CUT 440 E. CORPORATE DR. 440 E. CORPORATE DR. --"--- e� �-• J.9 CLARITY W W i o (n V MERIDIAN, ID 83642 MERIDIAN, ID 83642 - - - T J _- _ _ --- - WALL SECTION CUT ajZ PHONE: 208-288-2181PHONE:208-288-2181 FAX;208-288-2182 FAX:208-288-2182 a oc M CONTACT:BILL CRABB CONTACT:ROGER DEAN — @ zUj H o V] N EMAIL:bcrabb@dcengineering.net EMAIL:rdean@dcengineermg.netm / ALL WALL SECTIONS W a 3 n ARE LETTERED WALL SECTION WALL SECTION TITLE W/SCALE V O FIRE PROTECTION ENGINEER: REFRIGERATION: I I -h ®fir J �—_ PROTECTION CONSULTANTS INC. DC ENGINEERING ;: 1199 S.MAIN STREET SUITE 101 123 W. SPRUCE ST. CT -- � _ - � ---� . .-- �- i_ � FLOOR PLAN CENTERVILLE,UTAH 84014 MISSOULA MONTANA 59802 PHONE: 801-295-6070 PHONE: 406-829-8828 � I -- - --= I I I VERIFY EXTENT OF I -J I 3/32"=1'-0" SHEET TITLES W/SCALE FAX: 801-677-0000 FAX: 402-829-8829 — <TRENCHING,RE:P1 \ CONTACT: GREG JONESCONTACT: �'a� MARK CHUMRAU BRUCE W P "%IM EMAIL: greg@pciut.com EMAIL:mchumaru@dcengineermg.net E�-V lil\C1L NQTES�� SCHEDULE TITLE __-- ��I � � � I, I I- - I 2 1 F — — Ut � T �r �� - — F OPEN SINGLE ARROW INDICATES DIRECTION OF (f�, B01 AHO �► _ 1 A9 3 1 A9 A9 2 A9 SINGLE INTERIOR ELEVATION.FOR MULTIPLE `' � F SHADED -A DENOTE 1 �� ELEVATIONS,ADD PORTIONS OF OPEN ARROWS INTERIOR WALL ELEVATION " f _.I, - I APPROXI ATE AREA OF I 4 2 AS NEEDED TO DEPICT THE REQUIRED CALL-OUTS ON PLANS OF ABBREVIATIONS L��� �PARTIAL�LANS. ELEVATIONS &ADD THE DETAIL NUMBER FOR ELEVATIONS SHOWN AFF ABOVE FINISHED FLOOR CONT. CONTINUOUS (E'�� — J I' ---- -- - — --_ =_- __ - --- - -- __ L r — — — E ALL INTERIOR ELEVATION A.C. ASPHALTIC CONCRETE DIA. DIAMETER ARE NUMBERED LEFT ELEVATION PAVEMENT (E) EXISTING �I ] _I I INTERIOR ELEVATION TITLE W/SCALE ON INTERIOR ELEVATION y 3/32"=1'-0" M A.F.G. ABOVE FINISH GRADE MAX MAXIlVIUN - ! ���_ _ -_ �� =-r`= _ate- ��] TITLE,PLACE ONLY A N NEW - - - . B.O. BOTTOM OF L SINGLE, OPEN ARROW AS O — z — — D SHOWN H.D. HEAVY DUTY — - - — -- a - _ — _ T.O.ToTOP of , & AND RE: REFER TO a - — — - NORTH NORTH ARROW - C.8 J rl nnnn r �! @ AT TYP. TYPICAL ! '_-- - -_ - - BLKG. BLOCKING 6.55 MIN. MINIMUM , CALL- SL SLOPE W/ WITH - - - — CFIRPMET .5 2 OUTTOPOF OHC.,FOLUSH,AC,ETC BELOW LINE S7 SHELVING Z . CENTERLINE I _. I 1 I_J �l -- -- DOOR NUMBER CALL-OUT ON PLANS. _ B.1 121 DOOR NUMBER REFERENCED IN SCHEDULE Q INTERIOR/EXTERIOR INFORMATIONAL SIGNAGE _J I - -- - ' " --�� l -- -- WINDOW LETTER CALL-OUT ON PLANS. WINDOW 0 0 __ _ o d I _ II 14'- - B B LETTER REFERENCED IN WINDOW TYPES © BASE CALL-OUT O ne CODES - -. Eli - - O FINISH AND/OR COLOR CALL-OUT gg KEYED NOTE O -_ - - U 2014 OREGON COMERCIAL SPECIALTY CODE A -- -- MATERIAL CALL-OUT ROOM 2014 OREGON STRUCTURAL SPECIALTY CODE 000 ROOM NAME&NUMBER H 2011 OREGON ELECTRICAL SPECIALTY CODE - -- --- - - -- - ---- — _ __ __._ _ _- 1100'-0" DATUM ELEVATION TARGET ABOVE LINE, TOP OF MISCELLANEOUS FIXTURES &ACCESSORIES 90 XXX BEAM, FINISH FLOOR,ETC.BELOW LINE 1 2 3 4 5 6 6.5 7 8 99.9 10 12GRID BUBBLE AND LINE OCCUPANCY GROUP 0�:f- - - - - - MERCANTILE GROUP M PLAN SECTIONS CITY OF'TIGARD CMU WALL CMU WALL REVIEWED,FOR CO E COMPLIANCE 177777 COOLER/ COOLER/ Approved. REAR FREEZER BOX FREEZER BOX OTC: [ ] PARTITION WALL PARTITION WALL Pelt SHEET INDEX KEYED PLAN RIGHT LEFT ON FLOOR PLAN__________ SUSPENDED Address: GENERAL NOTES NORTH SUSPENDED WALL PARTITION WALL Suite#: C 1 COVER SHEET 1"=30'-0" -,5� , p•� ON REFLECTED piAN - CONCRETE By: Date: 1. METHODS AND SEQUENCE OF WORK AS RELATED TO STORE OPERATIONS ARE FRO T SP'ECIAt- 1�' SPEGTION �"E0UI � r Al PARTIAL FLANS SUBJECT TO APPROVAL BY OWNER State of Oregon Structural Specialty Code CONCRETE A2 INTERIOR ELEVATIONS AND DETAILS 2. PROTECT ALL EXISTING CONSTRUCTION SHOWN TO REMAIN FROM DAMAGE iiia EARTH OR A3 SECTIONS AND DETAILS DURING CONSTRUCTION,FOR THE EXTENT OF THE MODIFICATION. PROVIDE A ❑Zonete and Reinforcing Steel EARTH OR COMPACTED FILL APPC11RO D PLANS TEMPORARY DUST PARTITION TO PREVENT DUST AND DEBRIS FROM SETTLING COMPACTED FILL = _>ZS F UN-ATTACHED: A3.1 DETAILS nstaNetl in Concrete ) DRAINAGE FILL PECIFiCATION BOOK ON ADJACENT AREAS NOT UNDER CONSTRUCTION AND AS DIRECTED, STRUCTURAL.CALCS P1 PARTIAL PLUMBING PLAN REVIEWED AND APPROVED BY THE OWNER. ❑ Special Moment-Resisting Concrete Frame — DRAINAGE FILL JJ METAL GEOTECH REPORT P2 PARTIAL PLUMBING PLAN 3. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,USING THE „_.MISC DOCUMENTS P3 PLUMBING SCHEDULES AND DETAILS CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE ❑ Reinforcing Steel&Prestressing Steel Tendons �-� METAL J�1� BATT INSULATION RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS ® Structural Welding BATT INSULATION E1 PARTIAL ELECTRICAL PLANS GYPSUM BOARD OFFICE COP SHEET TITLE ( � RI REFRIGERATION PLAN,DETAILS& SCHEDULES METHODS TECHNIUES SEQUENCES,Q (UNLESS A SEQUENCE IS SPECIFIED BY Cl High-Strenght Bolting THE OWNER OR CONTRACT DOCUMENTS)AND PROCEDURES AND FOR GYPSUM BOARD PLYWOOD Fl FIRE SPRINKLER PLAN COORDINATING ALL PORTIONS OF THE WORK. ❑ Structural Masonry 4. CONTRACTOR SHALL PROCURE ALL PERMITS AND PAY ALL APPROPRIATE FEES ❑ Reinforced Gypsum Concrete PLYWOOD1111111177 RIGID INSULATION (�/ COVER SHEET FOR THE SCOPE OF WORK OF THE PROJECT. ALL WORK SHALL CONFORM TO CITY,COUNTY AND STATE AUTHORITIES HAVING JURISDICTION. E3 Insulating Concrete Fitt i�1-fTi�i-f"r'1'F RIGID INSULATION PARTICLE/ 5. PRIOR TO BIDDING, CONTRACTOR SHALL BECOME FAMILIAR WITH ALL ❑ Spray Applied Fire-Resistive Materials (`_ PARTICLE/ FIBER BOARD CONDITIONS THAT AFFECT ALL PORTIONS OF THE WORK. SHEET ❑ Pilings,Drilled Piers and Caissons FIBER BOARD ® ® WOOD/ ❑ Shotcrete CONTINUOUS 1 -❑ Special Grading,Excavation and Filling BLOCKING 1 T� ❑ Smoke-Contra!Systems FINISHED WOOD ❑ Other Inspection.; EQUIPMENT/FIXTURE SCHEDULE REVISIONS 9 14'-0" 9 LOCATION/ FURNISHED BY INSTALLED BY No. Description Date EQUIPMENT DESCRIPTION R N OWNER CONTRACTOR OWNER CONTRACTOR FACE OF 14'-0" FACE OF 5'-3" T-6" 5'-3" SUSHI KIOSK FRAMING FRAMING 4'-11 3/4" 3'-9" 4'-11 3/4" (N)CASE CORNER 3 A2 1 6 5 (N)CASE CORNER NDSINK IQ,I j 11S, : 0 3 COMP. SINK WITH ECOLAB SYSTEM SUSHI KlOqK BOLLARD,RE:A3-1 BOLLARD,RE:A3-1 COMP. SINK SUSLU KIOSK • • 1 3/4" ! 13/4" i a° 8 ————— 2 8 2 S • • 6 ' 6 I SHI COLDAS • • - - -- --- _- , --— - - 1 ------ • • t 112X4SUSHITABLE SUSHI KIOSK 1 • 1 1 • 7 -- 7 o i ; 9 ARCH.PROJECT NO. (N)3 COMP. 1502 02 v 1 t o SINK DRAWN D.M./D.C. to TYP. 7 — 1 ----- (� 2 1 ; ( )2X4 SU HI 1 O ` 5 CHECKED OF 8 1 ° _ JAB _ GENERAL NOTES C.P. T SUBMITTAL DATES A3 w (N)SPLASH O" co q 1 O GUARD 11/12/2015 2 o o � t o t o I. THIS PLAN SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED ° �' SUSHI KIO K A2 1 1 z° 1 1 3 A2 AND DOES NOT RELIEVE THE CONTRACTOR FROM OTHER OTB DATE - ! 6 j " j I DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING 11/12/2015 5 = MODIFICATIONS SHOWN ON THE REMAINING CONTRACT 3 4 rn (N)SOAP DISPENSER —— DOCUMENTS. THE CONTRACTOR SHALL COORDINATE THE ENTIRE ---- SUSHI KIOSK 4 6 DEMOLITION SCOPE WITH THE ARCHITECT OF RECORD AND WINCO W m 4 ° (N)HAND SINK (N)1 COMP. CONSTRUCTION MANAGER. w --=— . °•.. SINK 2 D TO STORE z �' (N)PAPER - METHODS AND SEQUENCE OF DEMOLITION AS RELATE ° TOWEL —— OPERATIONS ARE SUBJECT TO APPROVAL BY WINCO ,a o °'°•• - T N SUSHI SAMPLE (N)SPLASH (; o °° -- a ° : 1 GER. j5p AND CUTTING o o TABLE GUARD 3. EQUIPMENT ITEMS TONSTRUCTION BEREMOVED ON THIS PLAN OR THE W W a o ____ REMAINING CONTRACT DOCUMENTS SHALL REMAIN THE o q o 10 1 PROPERTY OF WINCO. THE CONTRACTOR SHALL PLACE THE in I I c� I (N)SUSHI DISPLAY a, wo p x 9 CASE EQUIPMENT IN STORAGE OR DISPOSE OF AS DIRECTED BY WINCO.FACE OF N °n ° 2 - - --- --- - I _��_ ,__..� ._�.�� _ _� _ I SUSPENDED WALL ( x ,� ) i2 FACE OF i I FACE F i WASTE MATERIALS SHALL BE DISPOSED OF IN AN APPROVED a o a o A , FRAMING !- FRAMING 4 FRAMING MANNER.) N a 0 13'- i 1 4. PROTECT ALL EXISTING CONSTRUCTION SHOWN TO REMAIN FROM ° a 8 1/2" 1 1 3/4" 9 A2 DAMAGE DURING CONSTRUCTION,FOR THE EXTENT OF THE Z DEMOLITION AND MODIFICATION. PROVIDE A TEMPORARY DUST W T-0" 11'-o" PARTITION TO PREVENT DUST AND DEBRIS FROM SETTLING ON 14'-0" ADJACENT AREAS NOT UNDER CONSTRUCTION AND AS DIRECTED, REVIEWED AND APPROVED BY THE WINCO CONSTRUCTION � CO) A MANAGER. W (� C7 -- 5. PRIOR TO BIDDING, CONTRACTOR SHALL BECOME FAMILIAR WITH w c ALL CONDITIONS THAT AFFECT ALL PORTIONS OF THE WORK. W H ° N o 6. CONTRACTOR SHALL VERIFY AND COORDINATE EXTENT OF y 1~ I REQUIRED TRENCHING WITH PLUMBING AND REFRIGERATION. a � Z N tz Zw r~ 4a w IL H M f], DYED NOTES z WnN W M oz 1. COORDINATE WITH CONSTRUCTION MANAGER RELOCATION OR REMOVAL V (�' a PARTIAL SLAB PLAN PARTIAL FIXTURE/FLOOR PLAN OF EXISTING PALLET DROPS AND BINS R AREA OF CONSTRUCTION 2. SAWCUT AND REMOVE EXISTING CONCRETE FLOOR SLAB AS INDICATED TO 1/4"= 1'-0" NORTH 1/4"- 1'-0" NORTH ACCOMMODATE NEW FLOOR SINKS,PLUMBING LINES AND RELATED ITEMS, RE:Al,P1 AND Rl FOR EXTENTS OF REQUIRED TRENCHING m 3. 5"GRAY POLISHED CONCRETE WITH WELDED WIRE FABRIC,WHERET EXISTING SLAB IS SAWCUT AND REMOVED.VERIFY QUANTITY AND CONDITION OF EXISTING GRANULAR BASE AFTER CONCRETE REMOVAL AND IMPORT NEW GRANULAR FILL TO MATCH EXISTING,IF REQUIRED. A`� r CONDITION GRANULAR BASE AND COMPACT TO 95%STANDARD PROCTOR. V RULE W. PET EN PATCH BACK SAW CUT AREAS WITH CONCRETE AS SPECIFIED AND FINISH AS NOTED.DOWEL AND EPDXY 1/2"0 x 14"SMOOTH DOWELS AT 12"O.C.INTO EXISTING SLAB TO TIE THE NEW SLAB TO EXISTING,RE:A3.1-7. o o 4. REFERENCE PLUMBING PLANS FOR CONTINUATION OF TRENCHING, BOISE, HO RE:CI-KEYED PLAN&P1. 5. TEMPORARY RELOCATE BULK FOODS BINS,RACKS,ETC.TO ACCOMMODATE PLUMBING TRENCHING.VERIFY TEMPORARY LOCATION WITH O O� CONSTRUCTION MANAGER. 9 9 6. CORE DRILL NEW FOOTINGS FOR HSS COLUMNS,RE:A3-7,(RE:A3.1-6 @ 3- 1 3/4" 7[. 2'-5 3/8" I" 2'-53/8" I" (� 7. CORE DRILLNEWFOOTINGS FOR BOLLARDS,RE:A3-1 A 1 I A 2'-5 318" +� 2'-5 3/8" 1 to L. 8• 4"STEEL PIPE BOLLARD,RE:A3-1 O O O I i i i. O M 9. LINE OF SUSPENDED WALL ABOVE SUSHI KIOSK M •- --------------- 10. NEW VTR,RE:A3.1-9 AND P1 --------- - 1 11. TRANSITION FROM RESINOUS FLOORING TO FINISHED CONCRETE OR DRAIN, RE:A2-5 - - � F I R \ 12. NEW URETHANE RESINOUS LOOKING WITH COLO QUARTS BROADCAST - M - - - - Y RE:SPECIFICATION TI I - AGGREGATE COLOR GRA . SECTION 096726 0 E E 1 2 DIA.STAINLESS STEEL SNEEZE GUARD POSTS AND S.S.CLAMPS PROVIDED - - 3 iv .- 7 BY OWNER,INSTALLED BY CONTRACTOR. CONTRALTO SHALL T SNEEZE 1�-1 O O R AP Z POSTS TO RECEIVE SCREWS FOR CLAMPS.TEMPERS LAS L GUARD O S RE S D GLASS SHALL - • B B U - - E PROVIDED AND INSTALLED BY CONTRACTOR RE: SPECIFICATION B RO DS C 13 13 - SECTION 088000 TYPICAL. zt O M B HI 4 14. SUSPENDED VINYL FACED GYP. D.TILE CEILING WHITE,2 X 48 PANELS SUS ND T -2 RE A2-8 A 9 1' - - N 15. G G O SPRINKLER RE:F1 rh� - - - 16 FIRES RINKLE � P -------- - ' -1 2 V � L FROM O T 10'-6",RE:A3.1 & 1 SUSPENDED WAL RO 9 O E� 7 Q - 11 0 I w 0 - - LEGEND _ o -- V1 _-___-_-_ Con HI KI K SU OS � _ S U i LI HTING - - /MISC. G C�- MECHANICAL r•••l 1 1 3 I 3 O - - A 2X4 LAY-IN FLUORESCENT [� H FI SPRINKLER UO - - � RE RINKL 04 O 17 12 Cl - B - ^B - 13 lJ 15 - - - - I - o - - - -- ----- 2 :. . _ • N ------------ (P _-_-____. .41 v F = I El - - - - - �* - -f"fl-I 14+ -j L L Ll F r — - _ i I I i i i t 1'-101/2" 1'-101/2.. I --------- --- I I I _ 15 I I I ref • _ A 11 11 A = - _ - - — SHEET TITLE - - - - - -- ..__.- .---- ------------------------ I IJ PARTIAL PLANS BASE 17 A. 4" "GRAY" FLEXCO#132-036" OR SHEET FLOOR FINISH PLAN EQUAL RUBBER BASE,RE:A2.6. SNEEZE GUARD PLAN NORTH PARTIAL REFLECTED CEILING PLAN NORTH A 1 NORTH B. RESINOUS COVE BASE,RE:A2-7 1/211 = I 1-0" 1/211= 1'-011 1/411= 1'-0" REVISIONS WALL FINISH SCHEDULE WALL FINISH/MATERIAL No. Description Dift REAR SCHEDULE FRONT INTERIOR PAINT COLORS O FRONT FRONT FRONT RIGHT RIGHT RIGHT REAR REAR REAR LEFT LEFT LEFT PI SHERWIN WILLIAMS,#1900"LUMINOUS WHITE" ROOM NAME MAIL FINISH I HEIGHT I MAIL I FINISH I HEIGHT MATL I FINISH I HEIGHT MATL FINISH I HEIGHT NOTES WALL PANELING O ARCH.PROJECT NO. SUSHI KIOSK JPWD JWPI * JPWD JWPI 3'-7" JPWD JWPI 3'-7" JPWD JWPI 13'-7"/* *WPI TO BOTTOM OF CEILING AT CHASE 1502 DRAWN WPI CRANE COMPOSITES"GLASBORD FRP",#85 "WHITE",SMOOTH FINISH D.M./D.C. CHECKED C.P. MATERafALS SUBMITTAL DATES 11/12!2015 GB 1 PI 1 1 GB P1 1 GB 5!8"GYPSUM BOARD OTB DATE WRGB 5/8"WATER RESISTANT GYPSUM BOARD 11/12/2015 PWB 1/2"BC EXTERIOR GRADE PLYWOOD GENERAL NOTES �� 1. GYP.BD. SHALL EXTEND 6"MIN.ABOVE FINISHED CEILINGS. P1 MOM ''o I SUSHI KIOSK 8 PWD ���� 8 SUSH KIOSK GB 126 DYED NOTES 2 GB GB GB 1. SIGNAGE PROVIDED AND INSTALLED BY OTHERS. Z 2 2. 2"DIA.STAINLESS STEEL SNEEZE GUARD POSTS AND S.S.CLAMPS,PROVIDED W BY OWNER INSTALLED BY CONTRACTOR. CONTRACTOR SHALL TAP SNEEZE W N GUARD POSTS TO RECEIVE SCREWS FOR CLAMPS. TEMPERED GLASS SHALL BE PROVIDED&INSTALLED BY CONTRACTOR,RE: SPEC. SECTION 088000 TYP. W A A 3. S.S.WALL END GUARD OR CAP,RE-A2-9. F UQ w o ~ N Wf� � � ° o 3 z BASE ? y 3 �„ 1 U � U cc 5 � y A. 4" "GRAY"FLEXCO#132-036"OR � z FW- H c EQUAL RUBBER BASE,RE:A2-6. 00 W GO N B. RESINOUS COVE BASE,RE:A2-7 W a 3 " dL 8xo m 1 LEFT ELEVATION REAR ELEVATION D 1/2" = 1'-0" 1/2"= 1'-0" '�G I GB 1 PI 1 RUCE W. PET EN 1 GB 1 PI BOIS IDAHO RESINOUS FLOORING,CLEAN AND PREPARE SUBSTRATE PER MANUFACTURER RECOMMENDATIONS P1 N PwD SUSHI KIOSK SUSHI KIOSK 3" p 2 7EE 2 GB 100'-0" p � f � � Ap BUSH HAMMER, SAWCUT OR p DRAIN AS 'TROWEL RECESS IN CONCRETE p p 3 OCCURS FOR SMOOTH TRANSITION OF w ce RESINOUS FLOORING COO) Q GB EDGE OF RESINOUS FLOORING , 5 12"= y 1'011 ' l BRAKE AND EASE GB CORNERS RIGHT ELEVATION FRONT ELEVATION 1/21'= 1'-0" 4 1/2"= 1'-0" a aA �--- SQUARE TUBING OR PIPE STRUT a WHERE REQUIRED W/12 GA.WIRE 20 GA. STAINLESS STEEL.ATTACH THREADED THROUGH. FASTEN TO TO WALL WITH SILICONE THE MAIN RUNNER AND EXTEND TO ADHESIVE AND#10 FLAT HEAD TEK 3/4" NOTE:LATERAL BRACING SHALL AND FASTEN TO STRUCTURAL �� SCREWS AT 2"-0"O.C.DIMPLE "~ VERIFY CONFORM TO 13.5.6.2 OF ASCE 7-05 FOR MEMBERS ABOVE. STRUT SHALL BE U SEISMIC DESIGN CATEGORY'D'IN ADEQUATE TO RESIST THE <C � FLUSH ALL FASTENERS. INSTALL FINISHED WALL, v ACCORDANCE WITH CISCA GUIDELINES VERTICAL COMPONENT INDUCED BY �' DOWN TO THE FLOOR AND ABUT EQUIPMENT OR CASEWORK, w WALL FINISH,RE:A2 FOR ZONE 4,ASTM C635&ASTM C636. THE BRACING WIRES RUBBER BASE INTO WALL GUARD RE:A 1CONTRACTOR SHALL PROVIDE SHOP OR INSTALL DOWN TO TOP OF eko EXTEND S.S.CORNER S.S. J TRIM&SEALANT DRAWINGS TO SHOW COMPLIANCE TO CBC CIO COVED BASE AS OCCURS. RE:A3.1-7 RUBBER BASE,RE:A 1 TO FLOOR AND ABUT - BRAKE (4)12 GA.SPLAY WIRES IN PLANE OF 7t SHAPE 20 GA. STAINLESS STEEL BRAKE SHAPE W/ EA.RSR VERTICAL ANGLE 45 RUBBER BASE TO S.S. Cn HEMMED EDGE. INSTALL W/VERTICAL DEGREES MAX.SECURE ALL WIRES A a CORNER WELDED CORNERS&JOINTS. SET APPROXIMATELY 2"FROM U 100'-0" 1/2,"PLYWOOD BEHIND MARINE GRADE STAINLESS STEEL BEHIND FRP. SET IN BED o INTERSECTIONS �, NOTE: WALL CAP SIMILAR-EXTEND OF SEALANT •� CAP OVER TOP OF WALL END GUARD SHEET TITLE RESINOUS BASE, tlo 2"RADIUS RESINOUS SPOON COVE,RE:Al NOTE:INSTALL BRACING 12'-0"O.C.EA. MAIN RUNNER ° INTERIOR END INDEPENDENT CADDY CHAMFER TOP ,-0„ -0,�WAY&WITHIN 4 OF PERIMETER RUBBER BASE @STAINLESS STEEL 1� ; WALLS o ELEVATIONS CONCRETE SLAB,RE:Al CORNER GUARDS-SIM. a,WALL, AND DETAILS GUARD CONCRETE SLAB,RE:Al o SUPPORT CLIP AT EA. o LIGHT CONNECTION 2" SHEET TYPE 'A' RUBBER BASE TYPE 'B' RESINOUS COVE BASE SUSPENDED CEILING CROSS TEE WALL END GUARD A2 6 1 1/2"= 1'-0" 7 1 1/2"= 1'-0" 8 1 1/2"= 1'-0" 9 12"= 1'-0" 2"DIA. S. S. SNEEZE GUARD POSTS REVISIONS AND BRACKETS,PROVIDED BY S. S. WALL CAP, RE:A2-9 71/4 9 OWNER AND INSTALLED BY No. Description Date CONTRACTOR. TEMPERED GLASS 6"CORE DRILL SHALL BE PROVIDED AND EASED EDGE BOX BEAM AT INSTALLED BY CONTRACTOR FURTHEST PROJECTION SECTION SUSPENDED CEILING 1/2" WHITE HDPE BACKSPLASH, POINT @ CORNER OF CLOUD,RE:A3.1-1 &2 1 SUSHI KIOSK WALL SET BACKSPLASH WITH CLEAR 4"0 SCHEDULE 40 SEALANT TO FRP WALL FINISH PIPE FELLED W/CONC. SIGNAGE PROVIDED AND 1/2" WHITE HDPE BACKSPLASH LEVEL&FLUSH W/ INSTALLED BY OTHERS pl— TOP OF PIPE ARCH.PROJECT NO. I I -off EASED EDGE 1502 109, DRAWN PLAN VIEW 518"GYP.BD. BOTTOM OF \,�3 D.M./D_C� CHECKED SUSPENDED WALLrrAL DATES C.P, PI PI I" WHITE HDPE LEDGER BELOW, 't X 61'WHITE HDPE LEDGER SLTBMr FINISH SCREWED TO WALL SHOWN DASHED STAGGERED AT 24"O.C. 11/12/2015 OM DATE SNEEZE GUARD,RE:A3-8&A I 11/12MIS 102'-10" SUSPENDED CEILING TILE A.F.F. "F STOP FRP RIM AT BOTTOM AND GRID,RE:Al OF LEDGER TO ALLOW BACKSPLASH PARTIAL REFLECTED CEILING PLAN TO SET TIGHT AGAINST FRP z FURTHEST PROJECTION POINT @ CORNER SUSHI PLAN VIEW KIOSK WALL ZO OZ UNDER COUNTER REFRIGERATOR, OWNER SUPPLIED AND 9 m H H9 LINE OF REFRIGERATED CASE PiH- BELOW COUNTER CONTRACTOR INSTALLED 4"DIA SCHEDULE 40 PIPE SNEEZE GUARD,RE:A3-8 A3 Nig 86 8 !RE FILLED W/CONC.LEVEL& &Al SNEEZE GUARD 92 FLUSH W/TOP OF PIPE PLAN IT b. 4 o d EXISTING CONCRETE UNDER COUNTER SUSHI COUNTER PLAN SUSHI COUNTER SECTION 4 1/4" - I: . SLAB TO REMAIN REFRIGERATOR,OWNER 3 1/2"= 1'-0" I it 1'-0" 4 FURNISHED, i4 CONTRACTOR INSTALLED W cr) L U) @ ,A g w362SI62-54 WELDED TO FRP OVER 5/8" GYP.BD. 362S162-43 ATTACHED TO FRP OVER 5/8"GYP.BD. COLUMN OVER METAL FRAMING HSS COLUMN 4 10 SELF- OVER METAL FRAMING U Q C> AT 24"O.C. DRILLING SCREWS, (2)@ AT 2411 O.C. uj ii y Im k g CL 4, @ THE MIDDLE z I_ an z UJ 'J4 RE:A3-8 WALL SECTION 4 A 1-:14 S.S. END CAP, w RE:A2-9 1001-011 • 2"X 3"X 1/4"OR 3"X 3"X 1/4" ui A o. g o 6" FRP OVER 1/2"BC JL '.4 J4 g ll� v -HSS COLUMN AS OCCUR, IV RE:A3-7 FRP OVER 1/2"BC CORE DRILL F.F. EXTERIOR GRADE PLYWOOD OVER METAL EXTERIOR GRADE 2"X 3"X 1/411 OR 311 X 3"X SECTION VIEW FRAMING AT 2411 O.C. PLYWOOD OVER METAL 1/8"HSS COLUMN AS OCCUR, FRAMING AT 2401 O.C. U:A3-7 CASE CORNER BOLLARD SUSHI KIOSK SECTION HSS COLUMN WALL FRAMING HSS COLUMN WALL FRAMING CE W. P N 1 1 1/2"= 1'-0" 2 3/41# 11-011 5 1 1/2tl= 1'-0" 6 1 1/2" it-Ofl 00 FF 11-1'?­�5 110'-6" 103'-6 3/8 T.O.BOX BEAM OIL A.F.F. 2"0 S. S. SNEEZE GUARD POSTS AND SUSPENDED BOX BRACKETS,PROVIDED BY OWNER AND BEAM,RE:All-1 &2 INSTALLED BY CONTRACTOR. TEMPERED m GLASS SHALL BE PROVIDED AND INSTALLED 105'-3" 1091-8#1 OIL BY CONTRACTOR,RE: SPECIFICATION 1-6 0 SECTION 088000 IV T.O.CHASE 3"X 3"X 1/4"HSS FRAMING OR 3"X 2 1/4" KIOSK MAIN SALES 5/8"GYP.BD,OVER 109'-2" HSS,PAINT 3625162 FRAMING, SUSPENDEE ' PRIMER GRAY. PAINT PI Cn 1 1 CEILING CENTER HSS CONTINUOUS 326T200-54 TOP TRACK C) IN FOOTING. vA O S.S. WALL CAP OVER 1/2"PLYWOOD,RE:A2-9 103'-7" 3625162 METAL Cn EXISTING 1031-711 FRAMING @ 24"O.C. IT CONCRETE T.O.FRP WAINSCOT SLAB TO REMAIN FRP OVER 5/8" GYP.BD. SCREW STUD TO LOWER FRP OBER 1/2"BC &UPPER FRAMED WALLS EXTERIOR PLYWOOD MAIN SALES KIOSK WITH# 10 SCREWS 1001-Ott 362SI62 METAL FRAMING AT 24" O.C. Ilk 5/8"GYP. BD.OVER 11-F FF362S162 FRAMING AT 24" FRP WAINSCOT . . O.C. r 8 FRP OVER 1/2"BC FRP OVER 1/2"CD EXTERIOR A3 EXTERIOR PLYWOOD, —1 FRAMING BEYOND GRADE PLYWOOD EXTEND TO TOP OF WITH(2)#10 SCREWS FRAMING rV g, ,� ; ,° < AT EACH MEMBER 1/4"HSS 311 X 311 X 12"DIA . FOOTING, CORE DRILL1^0 CONTINUOUS FOR FOOTING. A3362TI62-54 TRACK 362SI62-43 STUD-ATTACH TOHSS W/#l0SELF DRILLING SCREWS. (2)AT CONTINUOUS 326TI62-54 TRACK 'Ll TOP,(2)AT BOTTOM AND(2) AT CENTER SHEET TITLE 1w-Ott 1001 off OL SECTIONS FINISH FLOOR" AND DETAILS 7 HSS FOOTING 8 KIOSK WALL SECTION 9 MECHANICAL CHASE PLAN 10 MECHANICAL CHASE SECTION SHEET 1 1/211= 1'-0" 1 1/2"= 11-011 1112,}= F-0" 1112"= 1'-0" A3 RE:ARCH. 10, RE:ARCH, REVISIONS No. Description Date EQ. EQ. EQ. 3/16"0 AIRCRAFT CABLE BRACING,EXTEND TO ROOF I 3 STRUCTURE,RE:A3.14 2'-0" I 6005162-54 BOX BEAM UNISTRUT SPF400,TYP. TYR ! AROUND PERIMETER,TYP. CABLE BRACE TO STRUCTURE AT I _ 1 6005162-54 6005162-54 BOX BEAM Al - - 6005162-54 BOX BEAM _- -` - _ _ -- T '.} _--- - - -- - T- OPP.CORNER,30°MIN. ,600 MAX., i i BOX BEAM AROUND PERIMETER �,�� ---- --- _. __- _-- -____- _-- _ _ _._ ---------__ ® . . _ _ __ _ __ _ -- . . - RE:A3.14 I I 1/4 1 UNISTRUT SPF400,TYP. ARCH PROJECT NO. tsoz r I ® I PL. 1/4"x5"x$" DRAWN I i " " I ® ® D.M./D.C. PL. l i4 x5 x$"W/ I UNISTRUT P2682 CHECKED I I I I I I I (8)#10 SCREWS, U I I 3 -0 C.P. I I (4)EA.BOX BEAM, t _ __- 1 3. — -•' '--' -- — (4)#10 SCREWS, TYP. suBMrrrAi DATES I 600S 162-54 MTL.BRACE, i 16 ga. 5 1/2x 5 1/2"x 5 1/2" 1 1 i i TYP.(4)CORNERS _Q x 11/12/2015 NOTCH LEGS&BEND CLIP ANGLE(6)EA. SIDE ; ; (2)#10 SCREWS 16 ga. 5 1/2x 5 1/2"x 5 1/2" WEB FLAT AGAINST OF BOX BEAMS W/(4) I L @ 24"O.C. CLIP ANGLE(6)EA. SIDE ° OTB DATE # `' z�nzrzois I I BOX BEAM W!(3)#10 SCREWS I I #10 SCREWS EA.LEG,TYP. I I I OF BOX BEAMS W/(4) 16 GA.BENT PL.W/ AT EA.CONNECTION,TYP. i (4)#10 SCREWS EA. rr #10 SCREWS EA.LEG,TYP. SIDE 5 1/2 362S162-43MTL. STUDS I I I I @ 24" O.C. �o I I I I I I I I \.. 600S 162-54 BOX BEAM AROUND PERIMETER,TYP. PLAN caao { I I I I I I I N SECTION AT SUSHI BAR FRAMING I I I I I I I I 3/16"0 AIRCRAFT CABLE 2 1"= 1'-0" BRACING EXTEND TO ROOF ° 8 1/2"0 THREADED ROD TO � x P 1000 BETWEEN OWSJ JOISTS STRUCTURE,RE:A3.1-4 a STRUCTURE,RE:A3.1-4 � � -�— — 600S 162-54 BOX BEAM JOIST OWSJ JOIST, UNISTRUT SPF400 TYP. RE:PLAN 00- P2398 CLAMP W/ 0 3 —UNISTRUT P2682 W I I I I I I I I RETAINER STRAP SIDE 1/4 1 ° UNISTRUT SPF 400 +r ° PL. 1/4"x5"x$" 7P1354A 1/2 0 BOLT A NOTE: SEE STRUCTURAL CALCS i TOP&BOT. p 1 E� ippIpf U4 FOR ADDITIONAL INFORMATION i i P 1000 STRUT " a O 3/16"0 AIRCRAFT CABLE 600SI62-54 W z BRACE • p� w Z ' BOX BEAM Z uj OWSJ JOIST t ; RE:PLAN � iSECTION z on N ui PL 1/4"X5"X8"WITH(8) W a 3 mp #10 SCREWS,TYPICAL i Q O AT 2 LOCATIONS, ; ; ` 3 = � a ALIGN WITH GIRDER SUSHI BAR. BOX BEAM ASSEMBLY TRUSSABOVE _ _�. UNISTRUT P1001 3 MN1 1 /x 1 3 i i ! , i • 1 1/2"= 1'-0" YM I I I I I I I I 11 i I I I I I I I I I i I _ UNISTRUT SPF 400 �� ' I TOP&BOT. ( ----- TT___ — — - -- - ----- -- - caw. M Win ' B , ff)AAI10 CABLE BRACE TO STRUCTURE AT '747'747,5rOPP.CORNER,30°MIN.,60°MAX., 1/2"0 ALL 1/2"O BOLT H E THREAD ALL ROD 3/16"0 AIRCRAFT CABLE RE:A3.1-4 THREAD ROD BRACE Ar SUSHI BAR FRAMING PLAN 3/4"= 1'-0" PATTACHMENTS SUP ORT 4 V= F-0" M N 105'-1" WELD 1/4"PLATE • OL ON TOP OF HSS, O F.F. I ! I GRIND EDGES (N)CONC. 1/2"TYP. (E)CONC. Z SMOOTH,PAINT r i � PRIMER GRAY. ;, . r 3"X 2"X 1/4"HSS, d— ,_a d PAINT t ;d•,<d• I PRIMER GRAY. e <=d CENTER HSS ° 4 ° p O Ilk - j IN FOOTING. FIELD SEAM w EXISTING 1/2"DIA.X 14" SMOOTH DOWEL OCCCC/CONDUIT ASURS @ 12"O.C.W/HILTI HY150 OC ' ! ' CONCRETE EPDXY INTO(E)SLAB LN)TO(E) SLABSLAB TO JOINT COVER ' i I REMAIN PLAN VIEW INTERSECOTION �. E..., I , I ' I 1001 TRENCH INFILL I 7 I I ° = 1 I/2"= 1'-0" PROVIDE A GOOSENECK 5/8"GYP.BD.OVER F F FOR THE CAMERA 362S 162-43 FRAMING r i I . CABLING LOCATIONS. CAP @ 24"O.C. a ' ' ' END W/REMOVABLE CAP 1 k I °d ' 112"BC EXTERIOR--- •'' ' •i i i _ ..:< FLOOR SINK, SEALANT GRADE PLYWOOD OVER 6005162 FRAMING '_ a< I i I : RE:P1 &R1 PRE-MOLDED PIPE BOOT r l , _ N m I k ;-,<. °- > tt 11 5"GRAY POLISHED 11-011 11.011 STAINLESS STEEL SEAM PLATE W/FASTENERS 3"X 2"X 114"HSS I , CONCRETE,RE:Al --"" t' CLAMPING RING 4 PER PENETRATION COLUMN,RE:A3.1-6 `cv j <:, ! 12 DIA . AF d I ! I,' FOOTING, _ i ' WELD 362S162-43 STUD CORE DRILL I r,-, • HOT AIR I ATTACHED TO HSS W/# a I i , FOR FOOTING. _ ' bd' 4 ; "_ ° JOINT COVER REQUIRED AT FIELD SE SEE PLAN VIEW 10 SELF DRILLING ' °'I � I .- :� -,� -•`° • �,, '- - . `° ; � SCREWS,(2)@ TOP,(2) °' , SET FLOOR SINK IN A @ BOTTOM AND(2)@ I i I " " THE MIDDLE 1 ' d 2'-0"x2'-0"x6"CONC. ' jPREP SLAB ONE DAY .` PRIOR TO POLISHED CONC.POUR NOTE: PATCH BACK ROOFING INSULATION,RE: SPECS. AND INSULATION MATERIALS TO C) a, FLOOR SU4Kp MATCH EXISTING PER (E)ROOF DECK SHEET TITLE lo� 9m « a MANUFACTURERS W w RECOMMENDATIONS HSS COLUMN 3-COMP. SINK HSS FOOTING @ 3 COMP. SINK PLUMBING FIXTURE PREP SLAB ROOF PENETRATION DETAILS 5 1 1/2"= 1'-0" 6 11/2"= 1'-0" 8 314"= 1'-0" 9 1 112"= 1'-0" SHEET A3 . 1 GENERAL NOTES REVISIONS No. Description Date 1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND 7 8 9 GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3 THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND EQUIPMENT NECESSARY,OR REASONABLY INFERABLE AS BEING,FOR FURNISHING,INSTALLTION AND TESTING,COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTMS DESCRIBED HEREIN. ARCH.PRDIECr No. 4 COORDINATE LOCATION OF VENTS THROUGH ROOF TO MAINTAIN 10'-0"CLEARANCE 1502 _ (E)FCOO (E)FCO O FROM OUTSIDE AIR INTAKES. EACH VENT EXTENSION THROUGH A ROOF SHALL BE AT DRAWN LEAST 3"IN DIAMETER&TERMINATE NOT LESS THAN 12"ABOVE THE ROOF OR AS CHECKED I REQUIRED BY THE ADMINISTRATIVE AUTHORITY. RWD i I i I I I I s CONTRATHAT THECORS SHALL IDENTIFY ALL EII.,IN SG UB ONTRAC OR MAY CEABLEWHERE TO INSTOUT ALL A COILS,ETC.)SO SUBMITTAL DATES labPANELS SHOULD A LIFT-UP TYPE CEILING NOT BE INSTALLED. THIS CONTRACTOR I SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS SPECIFICALLY NOTED ON THE oTB DATE —O (E)FCO I DRAWINGS. I I 6 ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMODATE WORK OF THIS SECTION,MUST BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A I I I i U.L.RECOGNIZED SEALING METHOD. O I I I 7 SLOPE ALL SEWERS BELOW GRADE AS SHOWN ON THIS SET OF PLANS. ALL OTHER .�� o (7 O PIPING INSIDE BUILDING OR ABOVE GRADE SHALL BE SLOPED PER THE REQUIREMENTS z — — — — — — — — — — — — — — — — — — — — — v0 v�i0 w - -- - — - — - � - — - — - -- - - �r — - — — -I - — - - — — - — - -----� li J OF THE PLUMBING CODE AND AMENDMENTS ADOPTED BY THE LOCAL AHJ. I I I I COORDINATE PIPING BELOW GRADE OUTSIDE BUILDING WITH MASTER U'T'ILITY PLAN LE AND SITE DRAWINGS. 0 8 FLOOR SINKS BELOW REFRIGERATED CASE TO BE HALF-EXPOSED. COORDINATE a o oda a z N U LOCATION WITH REFRIGERATION CONTRACTOR.RE:R l. a a �° �+ F 9 INDIVIDUAL VERTICAL VENT SIZES ARE NOT SHOWN ON PLAN FOR FIXTURES SPECIFIED o a o a o z IN SCHEDULE. REFER TO PLUMBING FIXTURE SCHEDULE FOR SIZES. o o W a I I 10 ALL INDIRECT WASTE PIPING FROM ALL DEPARTMENT SINKS SHALL BE SCHEDULE 40 a �'� 'o.a t 3 O O PVC. w�cOu 0 .ro I I I I I 11 PLUMBING CONTRACTOR SHALL HIRE A SURVEYOR TO PLOT POINTS FOR ALL NEW e ��R���Fz0o ooa a FLOOR SINKS,NEW FLOOR DRAINS AND NEW TRENCH DRAINS TO ACCURATELY Z I 1 I 1 I 1 LOCATE DRAINS AND SINKS AND TO CONFIRM FINISH HEIGHTS OF THE TOP OF ALL I I SURFACES. W 12 SEAL BETWEEN WALLS&PLUMBING FIXTURES PER REQUIREMENTS OF THE HEALTH DISTRICT AND PLUMBING O M oc y � i I i I i 13 REFER TO THE PLUMBING FIXTURE SCHEDULE FOR CW&HW SIZES TO INDIVIDUALW A v I I FIXTURES. � C'3 � o POSSIBLE. W o 14 ROUTE PIPING OVER MAIN SALES AND OTHER AREAS WITHIN TRUSS SPACE WHENEVER o U V �I is REMOVE ALL EXPOSED WASTE AND VENT PIPING. a � _ • W �' i �7 ��] i i 16 CONTRACTOR SHALL SAWCUT EXISTING CONCRETE SLAB FLOOR AS REQUIRED FOR W a In 31-611 INSTALLATION OF NEW WASTE AND VENT PIPING. a co w -. 17 THE POINT OF DISCONNECTION R:I'sMAINING IN A PIPING SYSTEM AFTER PIPING HAS n. d � a, I j 21- 1111 BEEN REMOVED SHALL BE PERMANENTLY CAPPED AIR AND WATER TIGHT. z IW„ < o ►\ 18 COORDINATE PIPING WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO AVOIDW W `" N I w I i I i CONFLICTS. �' 3 0 1 19 CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING FIXTURES,EQUIPMENT, (yL a I I I I FLOOR SINKS,FLOOR DRAINS,TRENCH DRAINS,AND ALL ASSOCIATED PIPING NOT SPECIFICALLY SHOWN TO BE REMOVED OR RELOCATED ON THIS SET OF PLANS. 20 CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING TRAP PRINTERS AND ALL m I / (1)3-COMPARTMENT r��J� PROFF 1 , SINK BY OWNER r� 1 �D NOS I I 1 RETAIN AND PROTECT. 81374 PE I I I 2 INSTALL ZURN ZN-1400-HD OR EQUAL HEAVY DUTY CLEANOUT. - 3 FLOOR CLEANOUT INVERT ELEVATION SHALL BE 18"BELOW FINISHED FLOOR. OREGON i I I I I i o FS 4 INDIRECT SINK TO FLOOR SINK WITH AIR GAP. q�' I I q 13 I 1 _� 2 I 5 ROUTE VENTS BELOW FLOOR INDEPENDENTLY FROM EACH FLOOR SINK TO FALSE F I I I � � 1 D H. M��. O COLUMN. ROUTE TO ABOVE FINISHED FLOOR AND TIE TO HAND SINK VENT. ROUTE 2" 4 (N)1-COMPARTMENT VENT UP TO VENT THROUGH ROOF. (I)2" VBF _ - SINK BY OWNER EXPIRATION DAT 09/11/15 (N)HAND SINKiI t i I I I I BY OWNER ��- _------- - --� -l ' 00 I -----(�4GW-E_(SLOPE 1/8"/FT.-------------------- ------------ E-(SLOPE 1/8"/FT.---(N)4" GW---------- - - - � 2 3 N 0 I cn ----------------I------ ----- I I — _ . N �,----(E)4" CWV--I-il ---(E�}" CWV- �� �� _ i I I (N)3 VTR (N)2 VBF-7 1 i (E)FCO O i I -- ( _ I Z 1 i I I I 1 2 1 FS P3 ' P3 1 , � Q O i (E)FCO � C4 � (M p HEP-12 i DSXHEI-12 ' DSX ` V — - — - — - — - — - — - — - — - -I- - — - — - — - — - — - — - -i— - — - - — - — - — - — - - — - — - — - — - — - — - — ( � - — - — - — - — - — - — — - — - - -- 010 OIO I I I I i VTR I �- 7 8 9 REAR r 1 PARTIAL WASTE AND VENT PLAN LE RIGHT 1/4 = 1-0 NORTH FRONT REFERENCE ONLY SHEET TITLE NOT APPROVED WITH THIS PERMIT PARTIAL PLUMBING PLANS SHEET P I 0 GENERAL NOTES REVISIONS 1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED No. Description Date 8 9 FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. �-- -T — - - -- -(E)1 1/2"HW—� I 2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND i i I i GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3 THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND LNMATERIALS,AND EQUIPMENT NECESSARY,OR REASONABLY INFERABLE AS BEING,FOR - I 10 FURNISHING,INSTALLTION AND TESTING,COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTMS DESCRIBED HEREIN. ARCH.PxoJEcr No. i 1 l i 4 COORDINATE LOCATION OF VENTS THROUGH ROOF TO MAINTAIN 10'-0"CLEARANCE tsoa FROM OUTSIDE AIR INTAKES. EACH VENT EXTENSION THROUGH A ROOF SHALL BE AT DRAwiv T LEAST 3"IN DIAMETER&TERMINATE NOT LESS THAN 12"ABOVE THE ROOF OR AS imc T I i O REQUIRED BY THE ADMINISTRATIVE AUTHORITY. R��D — I L_J - — - — - — - — - — _ - — - — - — - — - — - — - _ _ _ — _ - — - — - - — - 5 CONTRACTORS SHALL IDENTIFY ALL SERVICEABLE ITEMS,(CLEANOUT COILS,ETC.)SO SUMMALDATES - - - - — --- - — — i i THAT THE CEILING SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A LIFT-UP TYPE CEILING NOT BE INSTALLED. THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. OTB DATE 2 I I 6 ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMODATE WORK OF THIS SECTION,MUST BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L.RECOGNIZED SEALING METHOD. O 7 SLOPE ALL SEWERS BELOW GRADE AS SHOWN ON THIS SET OF PLANS. ALL OTHER a o PIPING INSIDE BUILDING OR ABOVE GRADE SHALL BE SLOPED PER THE REQUIREMENTS z OF THE PLUMBING CODE AND AMENDMENTS ADOPTED BY THE LOCAL AHJ. z a z° H s COORDINATE PIPING BELOW GRADE OUTSIDE BUILDING WITH MASTER UTILITY PLAN o a g a AND SITE DRAWINGS. u a URM 8 FLOOR SINKS BELOW REFRIGERATED CASE TO BE HALF-EXPOSED. COORDINATE A Z s e s LOCATION WITH REFRIGERATION CONTRACTOR.RE.Rl. I✓aQ $ M s UU 1 9 INDIVIDUAL VERTICAL VENT SIZES ARE NOT SHOWN ON PLAN FOR FIXTURES SPECIFIED 00 0 5 IN SCHEDULE. REFER TO PLUMBING FIXTURE SCHEDULE FOR SIZES. a 0 o ° z i I i 10 ALL INDIRECT WASTE PIPING FROM ALL DEPARTMENT SINKS SHALL BE SCHEDULE 40 PVC. W� WMPH I, ( 11 PLUMBING CONTRACTOR SHALL HIRE A SURVEYOR TO PLOT POINTS FOR ALL NEW z o a FLOOR SINKS,NEW FLOOR DRAINS AND NEW TRENCH DRAINS TO ACCURATELY LOCATE DRAINS AND SINKS AND TO CONFIRM FINISH HEIGHTS OF THE TOP OF ALL Z SURFACES. W 12 SEAL BETWEEN WALLS&PLUMBING FIXTURES PER REQUIREMENTS OF THE HEALTH p 5--- - - �►- - - - — - - — - -(E)1" HW- — - - - - - - — - - - - —�- - — - - DISTRICT AND PLUMBING CODE. 1'21 13 REFER TO THE PLUMBING FIXTURE SCHEDULE FOR CW&HW SIZES TO INDIVIDUAL W a A FIXTURES. crj i 1 I I i 14 ROUTE PIPING OVER MAIN SALES AND OTHER AREAS WITHIN TRUSS SPACE WHENEVER ~ u " Q 0 N 41-0" POSSIBLE. W �- 1 > o I d v 15 REMOVE ALL EXPOSED UNUSED WASTE AND VENT PIPING. Qom, _ to w w � 1 16 CONTRACTOR SHALL SAWCUT EXISTING CONCRETE SLAB FLOOR AS REQUIRED FOR Z c • z W Ea a 17 THE POINT OF DISCONNECTION REMAINING IN A PIPING SYSTEM AFTER PIPING HAS 7 w EW- ri a I ( 5 (1)3-COMPARTMENT BEEN REMOVED SHALL BE PERMANENTLY CAPPED AIR AND WATER TIGHT. Z W Q 00 SINK BY OWNER 18 COORDINATE PIPING WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO AVOIDW W �? W ' 3 CONFLICTS. + �. 3 z U 19 CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING FIXTURES,EQUIPMENT, V o z FLOOR SINKS,FLOOR DRAINS,TRENCH DRAINS,AND ALL ASSOCIATED PIPING NOT = a' SPECIFICALLY SHOWN TO BE REMOVED OR RELOCATED ON THIS SET OF PLANS. ° 1 20 CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING TRAP PRIMERS AND ALL � —(N)STUB-UP ASSOCIATED PIPING ABOVE AND BELOW FLOOR. Ila (N( - ; ; 5 (N)1-COMPARTMENT �Ep PIP3 )4 PVC S u " SLEEVE SINK BY OWNER KEYED N � �5�� G i N Fi BELOW FLOOR °� (N)HAND SINK I I 1 RETAIN AND PROTECT. 81374 PE BY OWNER O ( I J i 2 CONNECT TO EXISTING CW PIPING,THIS AREA,AND ROUTE NEW PIPING IN - - - _ - -_ - - - (1- - '--- - =_7 --- - - TRUSS SPACE. OREGON ' 6 1 } 3 NEW 1" CW AND 1" HW DOWN IN RASE COLUMN TO SHUT-OFF VALVES IN q '0o l COMMON ACCESS PANEL IN SERVICABLE LOCATION. BOTTOM OF ACCESS v,9RFY r 3 2� � PANEL TO BE 12"ABOVE FINISHED FLOOR. CONNECT TO HAND SINK PER H. M\\- FLOOR FLOOR IN 4" PVC SLEEVE TO STUB-UP AT COMPARTMENT SINKS. EXPIRATION DATE:12/31/16 09/11/15 4 CONNECT TO SINK WITH ANGLE STOPS AND INSTALL SYMMONS 7-210-CK 3 THERMOSTATIC MIXING VALVE BELOW SINK. SET TO 105°F. OUTLET TEMPERATURE. COQ TO 5 1/2" CW&HW W/CHECK VALVES AND SYMMONS 7-210-CK THERMOSTATIC TRAP PRIMER I NE XI.NG VALVE TO SINK. SET TO 110°F.OUTLET TEMPERATURE. M 6 1/2" CW TO TRAP PRIMER TO FLOOR SINK.BOTTOM OF WHITE ACCESS N i PANEL TO BE 12" A.F.F. O z F - — - — - — - - — - — - — - - — - - - — - — - — - — - — - — - — - — - — - - - — - — - — - — - — - — - — F o � o Q Q 8 9 � opo o � UQ REAR PARTIAL DOMESTIC WATER PLAN 1 1/4"= 1'-0" LEFT NORTH RIGHT FRONT SHEET TITLE REFERENCE ONLY PARTIAL NOT APPROVED WITH THIS PERMIT PLUMBING PLANS SHEET P2 REVISIONS PLUMBING LEGEND No. Description Date ABBREV. DESCRIPTION ABBREV. DESCRIPTION POINT OF NEW CONNECTION R, HOSE BIBB D PIPE DOWN —I I-- SHUT-OFF VALVE PIPE UP �------- PLUMBING DEMOLITION REFRIGERATION DISPLAY CASE REFRIGERATION DISPLAY CASE cl- NEW VENT ABOVE GRADE ARCH.PROJECT NO. CASE CONDENSATE DRAIN c�-- - —j NEW COLD WATER Istn LINE BY REFRIGERATION �------- NEW WASTE BELOW GRADE DRAWN or CONTRACTOR EXISTING VENT ABOVE GRADE NEW HOT WATER CHECKED CheckerKICK PLATE WATER SUPPLY PIPING �------- EXISTING WASTE BELOW GRADE NEW CIRCULATING SUBMITTAL DATES FLOOR SINK HALF EXPOSED TO FREQUENTLY USED ------- HOT WATER IN FRONT OF KICK PLATE O KEYNOTE CALLOUT �— - —� FINISH FLOOR DETAIL CALLOUT EXISTING COLD WATER OTB DATE MIN. 1" HIGH STAINLESS STEEL AROUND BACK HALF SS FLOOR EXISTING HOT WATER SINK UNDER CASE.SECURE X UNIT NAME EXISTING CIRCULATING TO RIM OF FLOOR SINK W/ TP-1,TRAP SEAL PRIMER � �- 0SILICONE CAULKING -1/2 UNIT AMBER -----� HOT WATER E��iN �� NoTO SEWER CAP — GAS SHUT-OFF VALE PR JoQ'EXISTING FLOOR SINK REQUIRED FOR COPPER Rv -1 W 9 2" PVC PIPE SLEEVE u u ' - NEW FLOOR SINK wwu. � e z PIPE. O SLEEVE REQUIRED --- NEW FLOOR DRAIN " 6 Q ------ EXISTING FLOOR DRAIN --� w�o �°E� U 0 NOTE: FOR POLYBUTYLENE PIPE) ° ° z IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR 91 -------C NEW FLOOR CLEANOUTi ° W TO COORDINATE DRAIN LOCATIONS WITH THE REFRIGERATION ————— W Q,a EXISTING FLOOR CLEANOUT CONTRACTOR AND REFRIGERATION PLANS TO ENSURE THE FLOOR SINKS ARE HALF EXPOSED WHEN THE CASES ARE INSTALLED. - _ w FLOOR DRAIN — J �'�}-—— EXISTING WALL CLEANOUT —�'�j �'�———NEW WALL CLEANOUT ��� ��z I a IF CONFLICTS EXIST,CONTACT THE ARCHITECT FOR A RESOLUTION Z BEFORE PROCEEDING. EXISTING VTR �'W V♦ p fV en ABBREV. DESCRIPTION N A n W c� BP BACKFLOW PROTECTED COLD WATER U w 4 CASE FLOOR SINK DETAIL P-TRAP PRIMER DETAIL CWV CW DOMESTIC COLD WATER (Iv) NEW W � ' a ° o 0 1 NTS 2 NTS (E EXISTING WASTE AND VENT OD OVERFLOW DRAIN LINE CO w (R) RELOCATED z FCO FLOOR CLEAN OUT Z w FD FLOOR DRAIN RD ROOF DRAIN LINEva FS FLOOR SINK SPEC SPECIFICATION OR SPECIFIED a W ¢ en a, FW FILTERED WATER SS SANITARY SEWER Z w GC GENERAL CONTRACTOR TYP TYPICAL W a 3 z GW GREASE WASTE UNO UNLESS NOTED OTHERWISE _ �' x HW HOT WATER V VENT VBF VENT BELOW FLOOR x HWC HOT WATER RECIRCULATON VTR VENT THROUGH ROOF m MPG MEDIUM PRESSURE NATURAL GAS WCO WALL CLEAN OUT ��REO PRP OFF G 1 N EFS iq,_ � 81374P_ E, v� OREGON v,9 '9y 13 H. M\\- EXPIRATION DATE:12/31/16 STRUCTURE CONNECTORS STRUCTURE CONNECTORS 09/11/15 (VERIFY WITH STRUCTURAL CONDITIONS) (VERIFY WITH STRUCTURAL CONDITIONS) STRUT PIPE CLAMP (TYPICAL) 1/2" THREADED ROD N 1/2" THREADED ROD 0 (TYPICAL) � O O � O 15/8„ UNISTRUT � QOO TRAPEZE CLEVIS O � �i HANGER HANGER Cn Cn O Q TYP. PIPE HANGER DETAIL PLUMBING FIXTURE SCHEDULE o PIPING CONNECTIONS FIXTURE MANUFACTUREROWNER CONT. OWNER CONT. NO. DESCRIPTION &CAT.NO. SIZE WASTE VENT CW HW FURN. FURN INSTALL INSTALL NOTES TRAP FS-1 FLOOR SINK(HALF GRAPE) ZURN 21900-P-2 12DE2EP 6 3� 2 - - -- X -- X O O FS-2 FLOOR SINK SIOUX CHIEF _ P 3” 2" - - -- X -- X O O MODEL 861-3P26 TP-1 TRAP PRIMER PPP P1-500 - - - - 1/2" - -- X -- X (Do GENERAL NOTES A. ALL PLUMBING FIXTURES OR EQUIPMENT UTILIZING AN INDIRECT WASTE CONNECTION TO DRAIN INTO SANITARY SEWER SYSTEM SHALL HAVE AN AIR GAP AS REQUIRED BY THE PLUMBING CODE. , PLUMBING FIXTURE NOTES r Ol CAST IRON FLOOR SINK WITH WHITE ACID RESISTANT PORCELAIN ENAMEL INTERIOR AND TRAP PRIMER CONNECTION,ALUMINUM DOME STRAINER AND 1/2 GRATE. SCHEDULE 40 WHITE PVC FLOOR SINK WITH 12"x12"SQUARE TOP,6"DEEP,HUB CONNECTION,SCHEDULE 40 WHITE PVC HALF GRATE,WHITE PVC FLAT SECONDARY STRAINER,TAPPED TRAP PRIMER PORT AND 3"TRAP. J FLOOR SINK TO BE INSTALLED FLUSH WITH FINISHED SURFACE. OBRASS TRAP PRIMER VALVE,ADJUSTABLE TO STATIC LINE PRESSURE WITH AUTOMATIC ACTIVATION.USE PRECISION PLUMBING PRODUCTS DU-U DISTRIBUTION UNIT WITH FOUR OPENINGS TO SUPPLY UP TO FOUR DRAINS. FURNISH AND INSTALL PRRvIED"ELMDOR"MODEL VB 12"xl2"x6"VALVE BOX IN WALL AT TRAP PRIMER LOCATION.INSTALL FLUSH WITH WALL.PAINT TO MATCH WALL COLOR. SHEET TITLE PLUMBING REFERENCE ONLY SCHEDULES NOT APPROVED WITH THIS PERMIT AND DETAILS SHEET P3 GENERAL NOTES REVISIONS No. Description Date 1. PROVIDE COPPER EQUIPMENT GROUNDING CONDUCTOR,SIZED PER N.E.C. 250,IN ALL CONDUITS WITH CIRCUIT CONDUCTORS. 2. ALL VISIBLE CONDUITS ARE TO BE PAINTED TO MATCH KEYED NOTES 1. ROUTE CIRCUITS UP FALSE COLUMN SUPPLIED BY GENERAL ARCH.PROJECT NO. CONTRACTOR. 1502 WN 2. PROVIDE 3/4"C WITH CALIBRATED PULL TAPE TO VOID ABOVE J CEILING OR TO BOTTOM OF ROOF STRUCTURE FOR CONTROL CHECICED WIRING.FOLLOW POWER CONDUIT ROUTING FROM CASE TO ROOF `'"BC STRUCTURE. SU13MrlrrAL DATES 9 09/11/15 OTB DATE 09/11/15 I FOR ATTACHMENT TO STRUCTURE. SEE �a H"M° ARCHITECTURAL CEILINGooaa " s (E) PANEL'LF"SEC. 1 DETAILS. a a a E PANEL'LF"SEC.2 U U�N W � ( ) ° ' (2)#12 GA. GALVANIZED WIRES w a Z s e ° (SLACK)AT DIAGONAL CORNERS U" s o o (4)TURNS MINIMUM[ OF LIGHTING FUTURES. 0o a I��0 o � a 0 O Z LAY-IN LIGHT FUTURE SEE LIGHT FIXTURE w R W F I°i tGF2 .. .. .. SCHEDULE FOR LAMPo O UAIVTI7'Y. Z 0 0 Q LF SEC. 2 W 3/4"C-2#1 "AFF c o N cc 12 M — -- W (� M LAY-IN CEILING = Q ~ o SECURE TO T-BAR WITH HOLD W - E W �1 � � 0 � o TILE DOWN CLIPS. CLIPS SHALL BE a ABLE TO TRANSFER A LATERAL b Z N 9 LOAD OF 100%OF THE FIXTURE - z W WEIGHT. u a wcis LAN LAY-IN LIGHT FIXTURE MOUNTING z W cncl 00 PARTIAL CEILING P Hs�ON 2 G W a o z 1/8 = 1-0 NTS V N x I� OC O m oo o ��ED PRPOFF oD _ ELECTRICAL LIGHTING FIXTURE SCHEDULE �G I N D �Fi - - - OWNER FURNISHED/CONTRACTOR INSTALLED 58689PE l I I VOLT-AMP LAMP MOUNTING MFR. & OREG D o7 SYMBOL DESCRIPTION REQUIREMENTS REQUIREMENTS REQUIREMENTS CATALOG NUMBER NOTES O9 5 GF2 2'x4'FLUORESCENT GRID 53 2-F28T8 GRID LITHONIA NO. tiN W. GIL. 09/10/15 FIXTURE w/ACRYLIC LENS 2SP8-G-2-32-A12125-MVOLT-GEBIOIS EXPIRATION DATE:12/31/15 I, I PANELBOARD SCHEDULE PANEL: 'LF SEC 2'(EXISTING) In o s Tigard,OR ^/ M VOLTAGE:208Y/120 PHASE:3 WIRE:4 AMPERE RATING: 250A SC RATING:22K MAIN:MLO �•L( v ENTRY: MOUNTING:SURFACE 8_28 I CONNECTED LOADS: s VA LOAD TYPES: 1=LIGHTING REMARKS: SIEMENS O 30 PHASE A: 14 1736 2-RECEPTACLES AGGFI I ° PHASE C: 25 3054 4=MOTOR (N)INDICATES NEW BREAKER IN EXISTING PANEL Z O 32 ° TOTAL: 21 7452 5-KITCHEN AGGFI o LOAD LOAD AMPS/ CKT CKT AMPS/ LOAD LOAD 34� (VA) LOAD SERVED TYPE POLES NO PHASE NO POLES TYPE LOAD SERVED (VA) ° AC/GFT u52D31 PRODUCE I20 1 1 A 2 20 1 1 EXISTING 364 ( LTS 2D31 PRODUCE 120 1 3 B 4 20 1 1 D32 FANS AGGFT ° NUT BUffER MACHINE20 1 5 C 6 20 1 D-32us C-4) &.4 Z Zj 1 I 236 S"IM MOING 1 20 1 7 A 8 20 1 Cul FMS �C vr�1 O 2 BUU(STORAGE RECEPT. 15 1 9 B 10 20 1 1 GO FANS j, v/�♦ ( j MISTINGSVSTBA 15 1 11 C 12 20 1 FANS 2031 PFOXCE II�11 �/ LF SEC. 2-28,30 --- 3/4"C-4#10,#lOG _----- C57 M MSYSTEM 20 1 t 1 13 1 A 14 20 t RECEPr.CKEESEISAAND RECC"EESEGMD 20 1 15 B 16 15 2 RTIlz O LF SEC. 2-32,34,36 3/4"C With ' PRMDE-04OW 20 1 17 C 16 0 3/4"C-6#10,#10G 2#12-LF SEC.2-39 FANS COOLER 20 z 1s A 20 20 2 GDOLER 0 -- I -- 1 21 B 22 -- I -- 2#12-LFSEC.2-41 LIGHTS COOLER 20 1 2 1 23 C 24 1 20 1 2 1 1 FRONT MOVIE RWCIaE 0 `/ _ 1#12 GND _- - I - 25 A 26 1 -- - - O PEANUMMIDER 20 1 2 1 27 B 28 1 20 1 1 1 4 1 IN SUSHI UNDERCOUNT ER FRIDGE 946 - - 1 29 C 30 1 20 1 1 1 2 1 INREc-susHI 15M - - - - - - - - - � PFNAITGRNDER 20 2 31 A 32 1 20 1 1 1 2 (M REc-SUSHI 1500 33 B 34 1 20 1 1 1 2 1 INREC.SUSTB 1500 WATER 20 2 35 C 36 1 20 1 1 1 2 1(MREc-susw 15M 37 A 38 1 60 1 3 1 1 REFER TRUG KW 216 (N)sysC57 FANS 4 1 20 1 39 B 40 - I Sa (N)SVS C57 uGNTS 1 1 20 1 41 C 42 -- LOADING BY TYPE CONNECTED DEMAND I LIGHTING 290 VA 290 VA RECEPTACLES 6000 VA 6000 VA MISC. OVA OVA MOTOR LARGEST MOTOR: 1162 VA #N/A 9 KITCHEN #OF KITCHEN UNITS: 0 VA OVA TOTAL 21 A #N/A REAR , r CHEESE ISLAND POWER PLAN LEFT' E RIGHT 1/8" = l'-0" H.LXON FRONT SHEET TITLE PARTIAL REFERENCE ONLY ELECTRICAL NOT APPROVED WITH THIS PERMIT PLANS SHEET E I S y ' - REFRIGERATION LEGEND REVISIONS REFRIGERATION PIPING TO BE RUN TIGHT TO BOTTOM OF ELECTRICAL LEGEND STRUCTURE AND SLOPED TO COMPRESSOR RACK LOCATION. No. Description Date SYMBOL DESCRIPTION SYMBOL DESCRIPTION TRAPEZE CAN BE NO LOWER THAN 12" BELOW THE BOTTOM ® TEMPERATURE PROBE CHORD OF THE SUPPORTING STRUCTURE. Ll L2 SINGLE PHASE °E ELECTRICAL CASE CONNECTION POWER DOUBLE NUTS AND MR REFRIGERATION CASE CONNECTION Ll L2 L3 TSE PHASE POWER ROOF JOISTS -SEE WASHER TYPICAL ALL STRUCTURAL DWGS LOCATIONS MR REFRIGERATION STUB-UP o o CIRCUIT BREAKER ARCH.PROJECT NO. 0 2 POLE DRAWN LOCATE TRADED ROD m m UNISTRUT HANGERS ® EPR WITH SUCTION STOP SOLENOID wH AS CLOSE AS POSSIBLE (ALL PIPING) cf-tEct�D TO PANEL POINT OF o 0 o CIRCUIT BREAKER '`� o ROOF JOIST REFRIGERATION LINES PERPENDICULAR TO JOISTS 0 3 POLE susI�JTAL DATES ° CONTACTOR OTB DATE ° c� 2 POLE TOP CHORD OF ROOF JOISTS UNISTRUT HANGERS GENERAL NOTES BOTTOM CHORD OF ROOF JOISTS 1. PIPING SHALL BE LOCATED SO THAT ACCESS TO THE SYSTEM CONTACTOR A o Z 1 �,m DOUBLE NUTS AND WASHER COMPONENTS IS NOT HINDERED AND THAT ALL COMPONENTS THAT 3 POLE ° z TYPICAL ALL LOCATIONS COULD POSSIBLY REQUIRE FUTURE MAINTENANCE ARE EASILY a o ® a PIPE CRADLE ACCESSIBLE. ` 0`m � 2. THE REFRIGERATION CONTRACTOR SHALL REVIEW AND STRATEGICALLY SINGLE POLE U Pu � "E w n LOCATE ALL CONTROL VALVES PRIOR TO THE INSTALLATION OF ANY DOUBLE THROW REFRIGERATION LINES PARALLEL TO JOISTS PIPING. b RELAY(SPIT) a o ' U0 Hu - 3. THE REFRIGERATION CASE MANUFACTURER SHALL FURNISH AND ° a Iz °6° Z - INSTALL ONE ISOLATION LIQUID LINE HAND VALVE IN EACH REMOTELY DOUBLE POLE A o a W X57 - - THREADED ROD REFRIGERATED CASE FOR CLEANING AND MAINTENANCE PURPOSES. b b b b DOUBLE THROW W °' 4. DRAWING IS SHOWN PARTIALLY DIAGRAMMATICALLY FOR CLARITY RELAY(DPDT) 3 PURPOSES ONLY.EACH REFRIGERATION LINE DISPLAYED ACTUALLY Z REPRESENTS A LIQUID AND SUCTION LINE PAIR PER CIRCUIT. 5. THE REFRIGERATION CONTRACTOR SHALL COORDINATE ALL PIPING OUTPUT W 2 TYPICAL REFRIGERATION - - PATHS TO AVOID CONFLICTS WITH ELECTRICAL PANELS,HALLWAYS. POINTS O t•,i SUCTION/LIQUID LINE ABSOLUTELY NO PIPING SHALL PASS ABOVE ELECTRICAL PANELS AND CONTROL BOARD X 31-97/811 OUTPUT RELAY W CU9 0 " OR APPROVED TRANSFORMERS OR THROUGH HALLWAYS. O O U E� -- g ARMAFLEX 6. THE REFRIGERATION CONTRACTOR SHALL COORDINATE ALL PIPING z U z �... E c PIPE INSULATION PIPE CRADLE PATHS TO AVOID CONFLICTS WITH ALL OTHER TRADES. (I.E. HVAC W � a O N E UNISTRUT HANGERS EQUIPMENT,HVAC DIFFUSERS,DUCT WORK,FLUES,LIGHTING FIXTURES, IMPUT 0. PLUMBING _ w 0 a, PLUMBING LINES,DECOR,PALLET RACKING,ETC.) b U) N 7. THE REFRIGERATION CONTRACTOR SHALL INVESTIGATE AND ENSURE POINTS CONTROL BOARD � Z TYPICAL HORIZONTAL INSTALLATION DETAIL REFRIGERANT PIPING PROTECTOR COMPLIANCE WITH ALL FEDERAL,STATE,AND LOCAL CODES PRIOR TO o o _ INPUT POINTS Q to @� INSTALLATION. THE ENTIRE INSTALLATION SHAL +L BE IN ACCORDANCE ( ) ( ) a- w d en o, WITH ALL APPLICABLE CODES. - I- �. o F - - 8. MOUNT REFRIGERATION LINES EITHER INSIDE OR WITHIN 3" OF BOTTOM SINGLE POLE W a 3 z - - - - - - - OF BAR JOIST.ALWAYS MAINTAIN PROPER SLOPE BACK TO THE o ° SINGLE THROW (� o O 0 EFRIGERATION LINE SUPPORT COMPRESSORS,IF NECESSARY,INSTALL INTERMEDIATE RISER TO SWITCH(SPST) _ � a � Oil MAINTAIN ABOVE ELEVATION.TS 9. SUCTION P-TRAPS TO BE SAME SIZE AS HORIZONTAL RUNS,REDUCE WITH BUSHINGS AT THE TOP SIDE OF P-TRAP.INTERMEDIATE P-TRAP SIZE SINGLE POLE m PARTIAL DELI CASE PLAN SHOULD BE THE SAME SIZE AS REDUCED RISER. ® DOUBLE THROW NORTH 10. TO FACILITATE MOVEMENT OF THE PIPING AS A RESULT OF SWITCH(SPDT) PROFFi 1/4" = 1'-0" CONTRACTION AND EXPANSION DURING REFRIGERATION OPERATION THE REFRIGERATION CONTRACTOR SHALL INSTALL EXPANSION LOOPS C� F THROUGHOUT THE STORE'S REFRIGERATION PIPING IN FULL COMPLIANCE Mp TEMPERATURE 81374 P WITH THE ASHRAE STANDARDS AND LOCAL CODES AND REGULATIONS. PROBE PIPE HANGERS SUPPLIED AND INSTALLED BY THE REFRIGERATION OREGON CONTRACTOR MUST PERMIT FREE MOVEMENT OF THE REFRIGERANT 11. INDIVIDUAL REFRIGERATION BRANCH SIZES ARE SHOWN ON THEKLIXON ° THERMOSTAT/ v99FD H. 48.25 - 4'CASE 32,24 97225 61 6.38 8'CASE REFRIGERATION SCHEDULE. EXPIRATION DATE:12/31/16 144,5 - 12'CASE 12. CAASSE TEMP�TURE PROBES SUPPLIED AND INSTALLED BY CASE o TERMINAL BLOCK 14.32 70' 1,50 -►I (REAR OF CASE) f•-1.50 13. REFRIGERATION CONTRACTOR TO WIRE AND TERMINATE ALL LOW DT DEFROST 25.99 13=====__-_________________________________________� VOLTAGE DEVICES.BELDEN 8762 OR EQUIVALENT.TRIS WIRIl�TG SHOULD ° TERMINATION \ ? �B. _______________________�-__=____________________' BE CAREFULLY ROUTED AWAY FROM POWER LINFS OR OTHER HIGH 40.55 ELECTRICAL NOISE ENVIRONMENTS. ° 7.76 , 3zoo o TERMINAL BLOCK M 14. AFTER LINES ARE INSTALLED REFRIGERATION CONTRACTOR TO FILL � N 39.11 16 SHELF DUAL TEMP ��' 59.05 5122 DRAIN OUTLET OPENINGS IN CASES WITH EXPANDING FOAM INSULATION. O DTS SOLENOID i 15. UPON COMPLETION OF INSTALLATION,REFRIGERATION CONTRACTOR �` Q 31,16 i )7.00 �° 23,27 12.00 _ _______________ ____• ____________________==t 12.00 TO ENSURE ALTERED PROTOCOL UNITS ARE PROPERLY CHARGED WITH ]6.64 REFRIGERANT. ° 3_______________________..__=__________________ TERMINAL BLOCK s,so 7.22 16. COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS S REGARDING REFRIGERANT RECLAIMING,SYSTEM EVACUATION, o DUAL TEMP SWITCH 86 289 37.00 722 ELECT.STUB-UP 24,00 24.00 REFRIG.STUB-UP EQI MENT,OIL AND REFREGERANT DISPOSAL. E-4 x 420 359. 420 FLOOR LOCATION ° TERMINAL BLOCK C 0 FLOM 17. COMPLETE THE APPROPRIATE WINCO FOODS REFRIGERANT TRACKING V) 59.05 FORMS AND PROVIDE DOCUMENTATION THAT ALL OTHER REGULATIONS HAVE BEEN COMPLIED WITH. DS DOOR SWITCH Q QU SIDE VIEW TOP VIEW 0 MEFTERMINAL BLOCK � O EVAPORATORFANS ►C111") � Q KYSOR W KEYED PZ2VAP1 SUSHI CASE o Q 2 NTS NOTES O � U o � 1. RUN NEW REFRIGERANT LINE UP FALSE COLUMN AND CONNECT TO PH PAN HEATER RACK C. ° 2. NEW FLOOR SINK. RE: Pl. 3. CONNECT TEMPERATURE PROBES TO EXISTING MONITORING SYSTEM. o TERMINAL BLOCK SS REFRIGERATION ° REFRIGERATION SCHEDULE SOLENOID(S) BELDENLL w REFRIGERATION CONTROLS CASE/COIL ELECTRICAL REQUIREMENTS o TERMINAL BLOCK #6762 ¢ REFRIGERATION LINE DATA(See Note#2) CASE AND COOLER SIZE W �F ¢ FIELD VALVES cc W (See Note i2) FANS(120V) TP TEMPERATURE �- LL x REFERENCE EQUIP.SPEC. ANTFSWEAT(120 V) CASE 8 CANOPY LIGHTS CASE DEFROST DEFROST AND FAN CONTROL w yG (See Note 113) (See Note p3) (120 V) (206 V-10 OR 30) aL W H �Fir H m z m m BELOW FOR MANUFACTURER AND MODEL NO. m m m m W m m x ° PROBE o� aa w See Note C7 Z W W ¢ ¢ O W _ N x W $, W rS m z O M S 4 m w FIXTURE DESCRIPTION w MANUFACTURER AND MODEL ¢ z w �+- M m a > t- z w R`t co wr- m w m a ¢ a O UU m NO.REFERENCE(See Note#3) 0 ¢ g m ¢ ¢ > `u3 NWa �/, > > > O Z °O {Z.N -' cc LL $",' o O Z ¢ Z N ¢S¢ w W W Z > Q > _d > Z W wq Q ¢ ¢ m W 2 W w Q ¢ O 8i .N- ¢ ¢ W2W W a /- Lu ¢ W Y. Z CK W ¢ F W �O ~ W W W J J a W W x U U a a U U a W W W a O Y ¢q C �¢ w t a CK ¢ 3 o TERMINAL BLOCK 'u5 U m `u3 ¢ 'o m w F- r- ¢ a w ¢ ¢ ¢ ¢ ¢r� 02 ¢¢ _ w m < oLL ° ¢ w ca cc W U Z > f[ > > ¢ w W a w ¢ w ¢ w a ¢� '° S' w W ¢ cJ a: z c i-n0 oat ¢ o w U W° to d O m z z z x ii �o W o z s ¢ ¢ a ¢ ¢ ¢ a ¢ ¢ ¢ a a a a pp m �yn� �¢ O Jz o¢ 1.. ¢ F- U p w .W.i O m 1- ¢ ¢ m x W m W ..r W F F W W w- N N N a a a �Z ¢ u¢S �3 W w a Q �, ° m m ° m a �¢ a iz �.. LL �� LL �3 �Q WARMFLUID ¢ W ° J W o Z y w m ° z J Y W W � W w o- w W w w w a a �¢ ° a w O �w U P� s¢ W �� m a W� W x o DEFROST SOLENOID a o ¢ O o o m O ULL �LL W a a a a a a t o a a Jt Jt w tq O > y W ow m ¢ ¢w ¢ ¢ ¢ 4'' o ¢ O m v x w q F F x r- m ¢ m m m m m m O m m >U > $`�` o{L O a wm ¢ xa a7d' a as as a i2 a ; y U x U v U Uav 5 w )n a a a a a a 5.7 L' a a la r� zul _°� _o fiug �z _g s �a� sa sa b3 w > w O O O OD w m w w a$ ¢ S ¢ ¢ U LL 00 I- m Z z z z �z Q o o!'- aa o Q aN 4 N wN } < < O- < < Og O- amp m amp m amp m O� 3 ¢¢ O ¢ w¢ O w y qa 00 00 Oa Oa O� w w < K s:U F m J m J m a a a F-U a a F-U a a F-U F-U a LLm UU LL �a mm z 3Z o N F- UZ US UU UU Um ¢ ¢ \/T^\/ (E) (E) X18 MD MEAT (E) 4 48 NDD4 H 15 672 (E) (E) (E) (E) (E) (E) (E) (E) (E) X16 (E) (E) (E) C16 (R)) (E) (E) X17 MD MEAT (E) 2 24 NDD4 H 15 33.6 X77 X17 -✓-!\ INDICATOR (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) LIGHT-RED (E) (E) X18 SD MEAT ISLAND (E) 2 16 NFW H 20 8.8 (E) (E) (E) (E) (E) (E) (E) (E) (E) C18 (E) (E) (E) CIS (E) (E) CIS SD MEAT ISLAND (E) 2 16 NFW H 20 8.8 (E) (E) (E) (E) (E) (E) (E) (E) (E) C19 (E) (E) (E) C19 G INDICATOR (E) (E) C20 MD DELI (E) 2 6 88 NDSHZ H 20 123.2 (E) (E) (E) (E) (E) (E) (E) (E) (E) C20 (E) (E) (E) C20 G LIGHT-GREEN (E) (E) C21 MD DELI (E) 1 1 20 D6XULEP H 28 32.8 (E) (E) (E) (E) (E) (E) (E) (E) (E) C21 (E) (E) (E) C21 (E) (E) C22 MD DELI (E) 1 12 D5XEP H 28 16.0 (E) (E) (E) (E) (E) (E) (E) (E) (E) C22 (E) (E) (E) C22 EVAPORATOR (E) (E) C23 ROLL-IN DAIRY (E) 3 2 48 JVMRS H 15 63.4 (E) (E) (E) (E) (E) (E) (E) (E) (E) C23 (E) (E) (E) C23 FANS SHEET TITLE (E) (E) C49 SD MEAT ISLAND (E) 2 16 NFW H 20 8.8 (E) (E) (E) (E) (E) (E) (E) (E) (E) C49 (E) (E) (E) C49 PLANS (E) (E) X50 8'BEVERAGE (E) 1 8 N05LZ H 20 192 (E) (E) (E) (E) (E) (E) (E) (E) (E) C50 (E) (E) (E) C50 12 06EZ475370(E) 183.9 174.00 213.6 R22 (E) (E) 56 MD PRODUCE (E) 7 84 P4X-EP H 28 1102 (E) (E) (E) (E) (E) (E) (E) (E) (E) 56 (E) (E) (E) 56 12 06EZ475-370(E) 183.9 174.00 213.6 R22 OHO SINGLE PHASE CASE OEM A PIPE DISPLAY CASE AND REFRIGERATED STORAGE HEATER LOAD DETAILS & BY CASE TOGETHER AND PROVIDE WITH MECHANICAL CONTROLS. 0 1 X57 SUSHI BAR (ry) i 6 PZ2VAPi KW 15 21 3.3 (N) 12(N) 12(N) 12(N) 12 12 12 MANUFACTURER MANUFACTURER C57 1.0 1.0 0.45 0.5 TO C57 12 06EM175-300(E) 183.9 174.00 213.6 R22 SCHEDULES THREE PHASE RACK 12 495.3 RACK 522.0 640.0 HEATER LOAD SHEET Noes. SOL SOLENOID COIL R 1 1) Manufacturers: (H)Hussmann,(KW) Kysor Warren. °�o 2) (N)=New,(E)=Existing 3) Display fixture electrical bads showing no amps in the anti-sweat location on schedule have the"no pulse"anti-sweat loads included in the fan amp load. A Am GENERAL NOTES REVISIONS 1. SCOPE OF FIRE SPRINKLER WORK: FURNISH ALL MATERIALS,EQUIPMENT AND SUPPLIES AND PERFORM No. Description Date ALL WORK AND OPERATIONS TO EXTEND FIRE SPRINKLERS TO PROTECT BELOW NEW CEILING INSTALLED ABOVE SUSHI KIOSK. THE SYSTEM MODIFICATIONS SHALL MEET THE REQUIREMENTS OF NFPA 13 2010 EDITION AND BE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 2. THE FIRE SPRINKLER SYSTEM MODIFICATIONS INDICATED ON THIS DRAWING ARE CONCEPTUAL IN NATURE. THE LOCATIONS SHOWN ON THIS DRAWING FOR SPRINKLERS,PIPING AND OTHER FIRE PROTECTION EQUIPMENT ARE APPROXIMATE AND MUST BE ADJUSTED WHERE 8 9 9.9 10 REQUIRED TO MATCH ACTUAL BUILDING CONDITIONS. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO SURVEY ARCH.PROJECT NO. EXISTING FIRE SPRINKLER SYSTEM TO DETERMINE POINT OF 1502 CONNECTION,PREPARE SHOP DRAWINGS,EQUIPMENT DATA SHEETS DRAWN AND OBTAIN APPROVAL FROM AUTHORITY LAVING JURISDICTION. D.M. CHECKED `•. 3. THE FIRE SPRINKLER SYSTEM SHALL BE DESIGNED, INSTALLED AND C.P. `" ' ' "' """'` '... ....." " '' "' "' '--------= I TESTED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SUBMITTAL DATES -------------------------------------------------- ----------------- ----------- ..-..-.------. - ----------------------- ...... -------- ... THE FOLLOWING CODES AND STANDARDS: A. INTERNATIONAL BUILDING CODE(IBC)-2012 EDITION B. INTERNATIONAL FIRE CODE(IFC) -2012 EDITION OTB DATE — — — — — — — — — — — — — — — — — — — — — — C. NFPA 13 -2010 EDITION ...............• --•-•-•-•-----....... ..- i 4. . ... .... ��--•-----------• HYDRAULIC DESIGN: ---------- EXISTING FIRE SPRINKLER SYSTEM IS HYDRAULICALLY DESIGNED a • . � MUM =: -: = - }--------------------------------------------------------------------- ----- .:-------•- --------- - ------- -- - --;-->-- -:=::::=�=---:,' TO PROVIDE A MINI DISCHARGE DENSITY OF 0.20 GPM/S FT OVER �,o•O a a u a 5 ,. THE E M TE QFTINTH I I I THE EXISTINGFIRE SPRINKLERS STEM PIPING AND BRANCH LINES ...........................................................•-•-•. is ................................ ................................... I WILL BE HYDRAULICALLY SUFFICIENT WITHOUT MODIFICATION. $ z o N a 10, .. :. I I I Q4iM 5"`5. REFERENCE SPECIFICATION SECTION 211313 -FIRE SPRINKLER nzza ...... ....... ........•• SYSTEM FOR GENERAL CONDITIONS AND INSTALLATION � aG°° REQUIREMENTS C0�7 � g ------ ---............... I 6. REFERENCE THE ARCHITECTURAL PLANS FOR CHANGES TO THE a a F z N BUILDING FEATURES THAT AFFECT THE EXISTING FIRE SPRINKLER SYSTEM INSTALLATION. THE FIRE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN JOB CHECK AND ANY I I I NECESSARY ADJUSTMENTS TO THE EXISTING FIRE SPRINKLER Z SYSTEM PRIOR TO FABRICATION. MAKE FINAL COORDINATION WITH W _ _____ _ ____________ _ _______ I OFF-SET PIPING AND HEADS AS NECESSARY. OTHER TRADES AND MAJOR CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE M GENERAL CONTRACTOR FOR RESOLUTION BY THE ARCHITECT. a co ..................... A I I I 7. NEW SPRINKLERS SHALL BE 1/2tt ORIFICE, QUICK RESPONSE, ORDINARY W C7 TEMPERATURE,FACTORY WHITE WITH WHITE, RECESSED TYPE C7 N o ESCUTCHEONS. H r a 0 o WNF- E 0 8. PIPING: STEEL PIPE CONFORMING TO ANSI/ASTM A53,ASTM A135 a H w &A795. wx Z NEW PIPNG SHALL BE SCHEDULE 40 W a9 FITTINGS: THREADED CAST IRON FITTINGS INGS OR1PIPING USE W w� 0, MECHANICAL TEES FOR NEW CONNECTIONS TO EXISTING BRANCH (E) MAIN _ LINES. W y a 3 w SALES I V g $ ----........ 10 PIPING. MAXMIMUM '� HANGERS: x I INSTALL NEW HANGERS PER NFPA 13 ON NEW P _ `V SPACING BETWEEN HANGERS SHALL BE IT-O". . 2 _ -------------------------- -----------.._...._..------------ ;�. ------------ -------------- I m yr ... ., KEYED NOTES ,.;;. ; I I f•- t i 1. INSTALL NEW I"BRANCH LINE TO SUPPLY FIRE SPRINKLERS I 3 ( ----------------------- PROTECTING-. PROTECTING BELOW SUSHI KIOSK CEILING. INSTALL PIPING -=-=----= i € ` - -- ------{--- i s _... . . = N TOP OF BOX BEAM JOISTS • .i � ON ABOVE CEILING O (APPROXIMATELY 10'-2" AFF). 2• ATTACH PIPING TO BOX BEAM JOISTS WITH U-HOOKS TO SECURE z } PIPING. COORDINATE BEAM LOCATIONS WITH STRUCTURAL PLANS. ° 1 SUPPLY UP TO TRUSS SPACE. LOCATE NEAR CENTER OF KIOSK TO MINIMIZE VISIBILITY. +I _ CONNECT 1" PIPING TO NEAREST EXISTING BRANCH LINE 1-1/4" OR •'�--- GREATER IN NOMINAL DIAMETER)AT ROOF DECK. CONTRALTO TO SURVEY EXISTING FIRE SPRINKLER SYSTEM TO DETERMINE __�Y POINT OF CONNECTION TO EXISTING SYSTEM. - — — M -------------------- ................. ... ----•-•--.....----------.......--.....- I I I >- ------------- _ O -� -�.� -� _w 1 D O til �`. i ♦.:• •, �• ''+ . •. : ! .' !. . / \ W/ ................................•--............---..._. _::_ __= ::s== ► _ ar ................ ..................... ------......._...... ,,; ._ ......--------- ........................ ...... .........---------......... Q tx I I W O U I I I -------------------- I I I I ------------- .---------------._. I i I REFERENCE ONLY I NOT APPROVED WITH THIS PERMIT I I I I LEGEND PARTIAL FIRE PROTECTION PLAN – SYMBOL DESCRIPTION SUSHI KIOSK 0 PENDENT SPRINKLER WITH RECESSED ESCUTCHEON SHEET TITLE NO TH FIRE SPRINKLER 1/4" 1'-0" NEW FIRE SPRINKLER PIPING PLAN -- 0 PIPE SUPPORT SHEET —0-- VERTICAL RISE FROM PIPING T