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Home My WebLink About7705 204th St Ne_BLD280_2026 PROJECT TEAM GENERAL NOTES ABBREVIATIONS DRAWING INDEX OWNER ARCHITECT MECHANICAL ARCHITECTURAL STRUCTURAL 1.IN GENERAL.PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR ABV ABOVE JT JOINT A-0.0 COVER SHEET.GENERAL NOTES SAO STRUCTURAL DETAILS VARRIES KEY TRUST CO NATL ASSOC CARLETTI ARCHITECTS.P.S. RICE GROUP FACE OF CONCRETE.UNLESS OTHERWISE NOTED.DO NOT SCALE AFF ABOVE FINISH FLOOR A-1.0 SITE PLAN 1'•20' _ - WHEELER J TRUST 116 FIR STREET,SUITE A 20201 CEDAR VALLEY RD.STE 120 THESE DRAWINGS.USE CALCULATED DIMENSIONS ONLY.VERIFY ALL AC TILE ACOUSTICAL TILE A-2.0 DEMO PLAN 1/8'•1' CIVIL 700 5TH AVE#4700 MOUNT VERNON.WA 08273 LYNNWOOD.WA 08056 DIMENSIONS DATUM.AND LEVELS PRIOR TO CONSTRUCTION.NOTIFY ACP ACOUSTICAL CEILING PANEL LVL LEVEL A-2.1 EXIT PLAN 1/8.1 SEATTLE.WA 08101 PHONE: 1560)424-0304 PHONE: 1425)774-3820 ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. ACT ACTUAL L LONG/LINE A-2.2 PROPOSED FLOOR PLAN 1/8,•1, 1 OF 3 PROPOSED IMPROVEMENT PLANS 1'•20'2 OF 3 CITY DETAILS VARIES _ PHONE:13601 527-4466 FAX: (3601 424-5726 FAX: 14251 672-2048 2.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO AL ALUMINUM LAV LAVATORY A-2.3 REFLECTED CEILING PLAN 1/8'•1' 3 OF 3 SPECIFICATIONS VARIES FAX:13601 527-4446 EMAIL.emmanuelOcarlettiorchitecte.com EMAIL:rhinlonOriceggroup.com INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. ARCH ARCHITECTURAL LIN LINOLEUM A-2.4 ROOF PLAN 1/8'•1' EMAIL Robert_H_Moreno0keybank.com CONTACT.EMMANUEL DIAZ CONTACT:RANDY HINTON 3.ALL WORK SHALL COMPLY WITH THE 2012 IBC.IFC.UPC,IMC AS A TILE ASPHALT TILE LT LIGHT A-2.5 SCHEDULE 1/8'•1' CONTACT:Robert Moreno AMENDED BY WASH.STATE.PROJECT SHALL ALSO COMPLY WITH AVG AVERAGE A•6.0 DETAILS VARIES FOOD SERVICE SUPPLY/ ELECTRICAL/ THE 2012 NREC AND THE VIACQ CODES.PROJECT SHALL ALSO MAR MARBLE PLUMBING DRAWINGS CARLETTI ARCHITECTS P.S. CIVIL CONTRACTOR ELECTRICAL COMPLY W/ JURISDICTIONAL CODE AMENDMENTS BY THE LOCAL AGENCY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY BFF BOTTOM FINISH FLOOR MO MASONRY OPENING K-1 FOOD SERVICE EQUIPMENT PLAN 1/4'•l' architecture,planning,interior design SOUND DEVELOPMENT GROUP TBD AWA ELECTRICAL CONSULTANTS PERMITS d INSPECTIONS TO COMPLETE THE WORK. CONTRACTOR TO BILKS BLOCKING MFR MANUFACTURE MECHANICAL K-2 EQUIPMENT SCHEDULE 1111 CLEVELAND AVE.SUITE 202 PHONE:(I - 10015 36TH AVE.WEST,SUITE E HAVE CURRENT VALID CITY OR COUNTY BUSINESS LICENSE PRIOR TO SR BRICK MATL MATERIAL M1.0 COVER SHEET/EQUIP.SCHEDULE - K-3 ELECTRICAL ROUGH IN PLAN 1/4'•1' 116 EAST FIR STREET MOUNT VERNON.WA 08273 FAX:II - LYNNWOOD.WA 08036 ISSUANCE OF PERMIT.WHEN REQUIRED BY LAW. BOS BOTTOM OF STRUCTURE MAX MAXIMUM M2.0 HVAC PLAN 1/8'•1' K-4 PLUMBING ROUGH IN PLAN 1/4'•1' MECH MECHANICAL SUITE A PHONE:0)4 42013 0 EMAIL: PHONE:14251 755-1780 4.ERRORS,OMISSIONS,AND DISCREPANCIES,IF ANY,SHALL BE K-5 NOT USED REFERRED TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF MTL METAL K-6 HOODS 3/4'•1'-0• MOUNT VERNON. WA. 88273 FAX(360)404.2013 CONTACT: FAX:(425)774-2870 ELECTRICAL HOW TO PROCEED. CPT/C CARPET MIN MINIMUM K-8.1 HOODS 3/4'•1'-0' EMAIL: Ta Pedg-I EVER EMAIL: T:BRAD ADCOCmK CLG CEILING MUL MULLION E-1.1 ELECTRICAL PLAN 1/8'•1' CONTACT:PAT SEVERIN CONTACT:BRAD ADCOCK 5.VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN K-6,2 HOODS 3/4'4-0' Phone: (3601 424-0384 THE CONTRACT BY OTHERS PROVIDE ALL BLOCK-OUTS.BLOCKING, CEM CEMENT K•6.3 HOODS 3/4'4-0' Fax: 1360) 424-5726 STRUCTURAL FOOD SERVICE EQUIPMENT BACKING AND JACKS REQUIRED FOR DUCTS.PIPES.CONDUITS, CL CENTER LINE K-6.4 HOODS 3/4'4-0' EQUIPMENT.FIXTURES.AND CABINETS. VERIFY SIZE AND CABINETS. C TO C CENTER TO CENTER NAT NATURAL K-6.5 HOODS 3/4'•1'-O `^� ' GOEDEKE ENGINEERING BARGREEN ELLISON VERIFY SIZE AND LOCATION.CONDUITS,EQUIPMENT.FIXTURES,AND CT CERAMIC TILE NOM NOMINAL K•6.6 HOODS 3/4'•1'-0' 17110 SE 47TH COURT 6626 TACOMA MALL BLVD. CABINETS. VERIFY SIZE AND LOCATION. CLO CLOSET NA NOT APPLICABLE `•�YM O L`•�S CW COLD WATER NIC NOT IN THIS CONTRACT BELLEVUE.WA 08006 TACOMA.WA 08400 A 6.LOCATION.DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK , ` 25.00'INEWI SPOT ELEVATION PHONE:(4251 417-5163 PHONE:12531 475-0201 SHOWN.EXCEPT UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. COL COLUMN NTS NOT TO SCALE CONC. CONCRETE Na/ NUMBER NORTH ARROW Ec FAX I) - FAX 1253)871-8484 7.VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT " 23.72'(EXIST.) EMAIL:etrucleq.com EMAIL:jopughObargreen.com LIMITED TO:SEWER.SEPTIC.WATER.GAS.POWER.AND TELEPHONE. CMU CONCRETE MASONRY UNIT _ CONTACT:GREGG GOEDEKE CONTACT:JOSH PUGH CAP.MARK AND PROTECT. CONST. CONSTRUCTION 8.DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN, CONT. CONTINUOUS OC ON CENTER O OD OUTSIDE DIMENSION GRID LINE ROOM NAME/NUMBER �' f MINOR MODIFICATION MAY BE REQUIRED TO SUIT THE FIELD COORD COORDINATE PROPERTY INFORMATION DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE CDR CORRIDOR 0/ OVER (D DOOR MARK INCLUDED AS PART OF THE WORK OF THE CONTRACT. CFM CUBIC FEET PER MINUTE OVHD OVERHEAD PROPERTY ADDRESS 7705 204TH STREET PLAZA 0.PROVIDE CLOSURE.MEETING THE REQUIREMENTS OF ALL GOVERNING i BUILDING SECTION O WINDOW MARK BUILDING CODE 2012 IBC/2012 IFC AUTHORITIES.AT RATED PARTITIONS.FLOORS.CEILINGS,AND ROOF DTL DETAIL PNT/P PAINT LOCATIONS. ALL REQUIRED FIRE-RATED PARTITIONS SHALL BE PTO PAINTED a DIM DIAMETER CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. PL PLASTER/PLATE �' ENERGY CODE 2012 WASHING STATE NREC DIM DIMENSION M FLOOR MATERIAL 10.THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES. DO DITTO P-LAM PLASTIC LAMINATE WALL SECTION z ADJACENCY A REMODEL FOR: FIRE SPRINKLERS YES ITENANT IMPROVEMENT AREA ONLY( INCLUDING DESIGN-BUILD DOCUMENTS REQUIRED BY CONTRACT DR DOOR PLYWD PLYWOOD '+'0 $ KEY PRIVATE BANK DOCUMENTS.TO VERIFY SIZE.WEIGHT.POWER.LOCATION AND OTHER ON DOWN PT POST-TENSIONED CONCRETE ALIGN ALIGNMENT OF ITEM 204TH STREET PLAZA FIRE ALARM YES ITENANT IMPROVEMENT AREA ONLY) REQUIREMENTS AND LOCATION OF THOSE ITEMS TO BE INSTALLED DETAIL PRESSURE-TREATED WOOD (_.:� D.S. DOWNSPOUT J 7705 204TH ST. NE PRIOR TO COMMENCEMENT OF WORK. DWG DRAWING e'0 11.NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR Ci� ARLINGTON WA USED FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF DRINKING FOUNTAIN REVISION MARK PARCEL QQ#Q LEGAL FADESCRIPTION K 0 0 D00LOT 4 EEA EACH LEC ELECTRICAL QT QUARRY TILE PROPERTY CORNER JENSEN OF OCCUPANCY.NO EXCEPTIONS. ROOM-NAME INTERSECTION 12.SEPERATE PERMITS ARE REQUIRED FOR PLUMBING.MECH..ELEC. tot SECTION 11/TOWNSHIP 31/RANGE 5 ELEV.EL ELEVATION FIRE SPRINKLER,FIRE ALARM SYSTEMS d ALLSIGNAGP. EQ EQUAL RL RAIN LEADER TOP OF SUBFLOOR 1 INTERIOR ELEVATION 13.ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED. (E)EXIST EXISTING REF REFRIGERATOR/REFERENCE ELEVATION MARK PRIMED AND PAINTED. EXT EXTERIOR REINP REINFORCING BAR EL.10'-10 1/2' 2 -70 9 MARKS CONTACT: ROBERT MORENO 14.ALL WOOD IN CONTACT W/CONCRETE SHALL BE PRESSURE REV REVISION KEYBANK OCCUPANCY CLASSIFICATIONS TREATED.ALL FASTNERS 1N CONTACT W/PRESSURE TREATED WD R RISER/RADIUS RESTAURANT(PROPOSED) A-2 OCCUPANCY TO BE HDG.PRESSURE TREATED WOOD SHALL BE USED FOR WOOD FO FACE OF/FINISH OPENING RM/RMS ROOM/ROOMS 360-527-4466 MERCANTILE(EXISTING) B OCCUPANCY MEMBERS WHICH FORM THE STRUCTURAL SUPPORT OF BALCONIES, FRP FIBERGLASS REINFORCED RO ROUGH OPENING DECKS.OR PORCHES ETC.WHEN SUCH MEMBERS ARE EXPOSED TO POLYESTER THE WEATHER TYPICAL R E S T R 0 0 M I W,117 N. 69/D) BUILDING CODE DATA FIN FINISH ( 15.SLOPE ALL DECKS,PATIOS.AND WALKWAYS AWAY FROM BUILDING FAAP FIRE ALARM ANNUNCIATOR SCHED SCHEDULE CONSTRUCTION TYPE A-2/B OCCUPANCIES EXISTING MIXED MINIMUM OF 1/8'/FT FOR POSITIVE DRAINAGE. PANEL SEC SECTION GWB.PAINT USE. 16.PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED FD FIRE DAMPER SHT SHEET RESTAURANT A-2''qqnn 4756 SQ.FT. TO PREVENT CRACKING.SAW CUT ALL SLABS AS REO'D. FE FIRE EXTINGUISHER/FINISHED SV SHEET VINYL 30 X 48 MIRROR 18'VERT. MERCANTILE `-6• pIl 3855 SO FT 17.PROVIDE FIREBLOCKING.DRAFTSTOPS.AND FIRESTOPS IN ATTICS. END SC SOLID CORE 30'-41' GRAB BAR TOTAL BUILDING AREA 8711 SQ.FT. FLOORS.AND WALL CAVITIES AS REQUIRED PER THE IBC. FF FACTORY FINISH/FINISHED SPECS SPECIFICATIONS GWB.PAINT 104/r 18.ROOF DRAINS,AND OVERFLOW DRAINS SHALL COMPLY W/THE UPC FLOOR SF SQUARE FEET A-2 OCCUPANCY VB CONSTRUCTION 6000 d IBC.AND WALL CAVITIES AS REQUIRED PER THE IBC. FRT FIRE RETARDANT TREATED S d V STAIN d VARNISH SOAP DISP. 11/2' S.F.ALLOWED.ALLOWABLE YARD INCREASE 10.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF FLASH FLASHING SRWY STAIRWAY GRAB BAR 75%.6000X1.75.10.500>8711 S.F.OKAY CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY STL STEEL 48'P LAM �j FLR FLOOR J INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. STOR STORAGE PARKING DATA F.M. FLUID-APPLIED - SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO STRUCT STRUCTURAL w FND FOUNDATION REVIEW BY THE ARCHITECT. FDIC FURNISHED BY OWNER SUSP SUSPENDED PER ARLINGTON MUNICIPAL CODE TABLE 20.72.1 20.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY INSTALLED BY CONTRACTOR 48'P-LAM TISSUE PAPER PRECAUTIONS AND THE MEANS.METHODS.TECHNIQUES.SEQUENCES c'i BASE 'n DISPENSER 12-524 FO[0 FURNISHED BY OWNER '� i PER 200 SQ FT GROSS FLOOR AREA. OR PROCEDURES REQUIRED TO PERFORM THE WORK. INSTALLED BY OWNER THRESH THRESHOLD BASE RESTAURANT SQ.FT.GROSS FLOOR AREA 58/200.24 STALLS 21 DOCUM NTCONTRACTOR ALL CHANGES SHALL ADURNG CONST UCTION.IN ONE SET OF THE LANS THETET SHALLO NOTE ND FCIC FURNISHED BY CONTRACTOR TO TREAD/TOP F THICKNESS/ ELEVATION ELEVATION REMAINING MERCANTILE SPACE: 5055/400.10 STALLS BE A PART OF THE CONTRACTOR'S CLOSE-OUT PACKAGE TO THE INSTALLED BY CONTRACTOR TEMPERED/ 34 STALLS REQ'D 41 STALLS PROVIDED OKAY OWNER. CLOSE-OUT PACKAGE SHALL INCLUDE.(1)SET OF SHOP TS TUBE STEEL REVISIONS: DRAWINGS,PRODUCT LITERATURE.EQUIPMENT WARRANTEE MANUALS. GA GAUGE TYP TYPICAL T-6' 22.CONTRACTOR SHALL PROVIDE SOLID BLOCKING,UNLESS NOTED GALV GALVANIZED # 1-27-14 PERMIT SET OCCUPANT LOAD/ EXIT REQUIREMENTS 19T OTHERWISE AS REQUIRED FOR NAILING OF ALL INTERIOR AND GL GLASS UNPIN UNFINISHED EXTERIOR TRIMS.FINISHES.AND FIXTURES.THE CONTRACTOR SHALL GWB GYPSUM WALLBOARD GWB.PAINT ROOM NAME AREA CC. OCC. EXITS PROVIDE FOR ALL THE NECESSARY FRAMING AND BRACING FOR THE UNO UNLESS NOTED OTHERWISE LINE OF FACTO LOAD REO'D INSTALLATION OF OWNER FURNISHED ITEMS SUCH AS SIGNAGE, UR URINAL O6;0 60'X 56'C EAR 30 X 48 MIRROR GWB.PAINT MENU BOARDS ETC. HC HANDICAP - _ FLOOR SPACEL; � 48'P-LAM TABLAS RESTAURANT 1 PAPER TOWEL 23.WHERE EXISTING WORK IS DAMAGED.CUT,OR DEFACED DUE TO HDWE HARDWARE - � DISP.d PERFORMANCE OF NEW WORK.THE CONTRACTOR SHALL PATCH AND HP HEAT PUMP VCT VINYL COMPOSITION TILE 1r SEAT COVER DISP. WASTE VERT VERTICAL z I REPAIR SAME TO MATCH ADJOINING SURFACES.REPAIRED FINISHES HT HEIGHT � 1 1/2'GRAB BAR RECEPTICAL FIRST FLOOR VIN VINYL SHALL BE EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH HIM HOLLOW METAL I 40 TWO EXIT REQ'D TWO VR VAPOR RETARDER ro ;t 48'P-LAM A5 CORNERS.CEILING LINES.TOP OF BASE OR SIMILAR. HOR HORIZONTAL DINING 2715.7 15 181 EXIT PROVIDED VTO VENT TO OUTSIDE24.THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE HB HOSE BIB �<40 ONE EXIT REQ'D ONE ARCHITECT AND MAY BE REPRODUCED ONLY WITH THE WRITTEN HW HOT WATER KITCHEN AREA 1545.5 200 7.7 EXIT PROVIDED PERMISSION OF THE ARCHITECT.AUTHORIZED REPRODUCTIONS MUST HWT HOT WATER TANK ee 140 ONE EXIT REQ'D ONE BEAR THE NAME OF THE ARCHITECT HMD HOLLOW METAL DOOR WC WATER CLOSET 1'8 2'6' WP WATERPROOFING LINE OF 0 FICE 60 100 .8 EXIT PROVIDED HMF HOLLOW METAL FRAME WS WHEEL STOP 98 MIN.. 1.30OOR4SPACE AR BASE BASE W WIDTH RESTROOMS 305.7 NA NA ID INSIDE DIMENSION WDO WINDOW n MIN. PLAq ELEVATION ELEVATION a40 ONE EXIT REQ'D ONE sue, i INSUL INSULATION W/ WITH MECH/ROOM 29.2 300 .00 EXIT PROVIDED INT INTERIOR WD WOOD >40 TWO EXIT REQ'D 4 ,4` WI WROUGHT IRON SHEET TITLE: , ':a gym+ WRGB WATER RESISTANT GYPSUM GENERIC NOTES FOR ONE W.C.TOILET ROOM TOTAL 4756 300 188.4 EXIT PROVIDED 1 p sa,c��esx BOARD PER ANZI A117.1 CHAPTER 6 1.UNLESS NOTED OTHERWISE ALL DIMENSION SHOWN ARE MINIMUM. COVER SHEET SEE SHEET A 2.1 FOR EXITING PLAN INCLUDING - ,� rr,:R: 2.OVER AND UNDER DIMENSIONS INDICATE ACCEPTABLE LIMITS H ZINC. ZINCALUME 3.DIMENSIONS SHOWN ARE ACCEPTABLE MINIMUM.AND MAY Be USED IN CONJUNCTION WITH OTHERS AS SHOWN -OVERALL EXIT ACCESSS TRAVEL DISTANCE a 200'-0' -TRAVEL DISTANCE E TO COMMON PATH OF TRAVEL z,f,� 4.EXPOSED DRAIN PIPES AND HOT WATER PIPES SHALL BE RECESSED,INSULATED OR GUARDED TO PREVENT BURN R �� 5n -EGRESS WIDTH PER OCCUPANT SERVED � '� ACCIDENTS -EXIT LIGHTS ENERGY CODE 5.GRAB BARS SHALL BE 1 1/4'TO 1 1/2'OUTSIDE DIA.AND SHALL Be ABLE TO SUPPORT A 300 LB LIVE LOAD WITHOUT z"' • PERMANENT DEFLECTION FIRE FLOW ' °� BUILDING ENVELOPE ".� 6.PLUMBING FIXTURES AND ACCESSORIES ARE FOR ILLUSTRATIVE PURPOSES ONLY.REFER TO ACTUAL PLANS,INTERIOR •^ tr" sa' PROJECT SITE ELEVATIONS SPECIFICATIONS ETC.FOR SPECIFIC FIXTURES AND ACCESSORIES FOR THIS PROJECT NO CHANGE n % ' 1.SLAB INSULATION.IF ANY SHALL CONFORM TO THE SPECIFICATIONS AND.IF EXPOSED.SHALL BE PROTECTED AGAINST DAMAGE FROM ALL SOURCES. 7.ALL HANDICAPPED TOILET ROOMS FI%TURFS AND ACCESSORIES SHALL COMPLY W/CHAPTER 11 OF THE IBC.ANSI A117.1 2.ALL INSULATION SHALL BE OF THE THICKNESS AND DENSITY AS PRESCRIBED ADA DITNAD WAC 51-50 DAD PLUMBING CALCULATIONS 3 IN THE PLANS.INSULATION SHALL BE INSTALLED ACCORDING TO THE S.ADDITIONAL FIXTURES SHALL N MOUNTED AS FOLLOWS.T.P.DISP.7-9'MAX IN FRONT OF W.CC AND BTM 15'40 d .F. A.F.F. - MANUFACTURERS'RECOMMENDATIONS. ALLOW MIN 1 DA BETWEEN G.B.AND DISP MNT.SOAP DISPENSERS MAX 40'A.F.F.BTM EDGE OF MIRROR MAX 40'A..F.F. I [e SIZE OCCUPANT RR RR ' c,e 0.PROVIDE ADA SIGNAGE PER IBC 2012 AND ANSI A117 [LA CZ,, * 3.DOORS AND GLAZING SHALL BE OF THE TYPE AND SIZE OF THOSE 10 SEE ACTUAL TOILET ROOM PLANS FOR ACTUAL DIMENSIONS AND LAYOUT OCCUPANCY SOFT LOAD REQ'D pROV. - PRESCRIBED IN THE PLAN.U-VALUES SHALL MEET OR Be LESS THAN THOSE 11.PROVIDE OPEN ENDED TOILET SEATS PER IPC 409.2.3 4756 100 *> SHOWN ON THE PLAN. �' 12.T.O.W.C.SEAT MIN 17'MAX 1D'A.F.F.SEAT SHALL NOT RETURN AUTOMATICALLY. 2 2 4.AIR LEAKAGE IS CONTROLLED BY SEALING OR CAULKING ALL JOINTS AND RESTAURANT A-2 B5 MEN , a 13.FLUSH CONTORLS HAND OPERATED OR AUTOMATIC GAPS IN FRAMING.SEALANTS SHALL BE OF THE NON-HARDENING TYPE. 05 WOMEN 2 2 a ro: �Syp s 5.WALL.CEILING AND SLAB INSULATION SHALL BE AS CALLED OUT ON THE 14.MAX DEAPTH OF LAV.BOWL TO BE 6-1/2'DEEP HAND OPERATED FAUCETS SELF CLOSING SHALL REMAIN ON FOR MIN 10 $ SECONDS. EMMANUEL DIAZ NOTE:CALCULATIONS PER TABLE 2002.1 2012 IBC ITOTAL 4 5 APPROVED PLANS AND SHALL CONFORM TO STANDARDS REGARDING 15.FRONT OF LAV.TO BE MAX 34'A.F.F.MEASURED TO RIM OF SINK. IWASHINGTON STATE AMENDMENTS) - DENSITIES AND R-VALUES.AN APPROPRIATE MOISTURE BARRIER SHALL BE PROJECT ARCHITECT: INSTALLED ON THE WARM SIDE OF THE EXPOSED WALLS.IT SHALL BE EMMANUEL DIAZ DEFERRED SUBMITTALS CONTINUOUS AND SEALED. 6.FRAMING ASSEMBLIES SHALL Be SHOWN ON THE APPROVED PLANS. GENERIC NOTES FOR W.C.COMPARTMENTS DRAWN BY: GE FIRESIGNAS SPRINKLER �OC1 /•�7/ ��V l� T '° '' PER ANSI A117.1 CHAPTER 6 FIRE ALARM ,iY1�) I " 'I p +'/I 4 _ $ CHECKED BY: U e°OY a,. _.> ... § 't CITY OF ARLINGTON Received 1.MIN.SIZE OF STALL 60'WIDE PERP.TO SIDEWALL 56'DEEP FOR WALL HUNG W.C.6 50,DEEP FOR FLR.MTD. ^ � 2.PROVIDE TOE CLEARANCES O FRONT PORTION AND MIN.(11 SIDE 0'A.F.F.HIGH EXTENDING MIN.6'BEYOND PARTITION.TOE SPECIAL INSPECTIONS REQUIRED sulLDlrlc DEPARTMENT JAN 2 7 2014�l f1 WIDE. E SHALL Be BENEATH WHEN RT.C.ISDREQ'D.XASN ART OF2A CLEAR FLOOR UNDER AN ESPACE TTTOECCLEARANCESSHALLEBEEAOMIN.OF 30' D1ATE/13 PER IBC CHAPTER 17 PROVIDE THE FOLLOWING SPECIAL INSPECTIONS: �n\�t-il ,2O v EARTHWORK AND COMPACTION � 3.IN MULTIPLE STALL RESTROOMS OF 161 SIX OR MORE PROVIDE MIN.(1)AMBULATORY STALL W/MIN.MIN.36'WIDE BY 60' 12-544 COVERSHEET.DWG STEEL CONSTRUCTION AND HIGH STRENGTH BOLTING DEEP COMPARTMENT. INSTALL SIDE-WALL GRAB BARS EA.SIDE OF COMPARTMENT. COMPUTER FILE NAME EPDXY AND DOWELED ANCHORS AND REBAR DATE;L12-1 9v-. �`. 4.STALL DOOR TO BE HINGED MAX.4'FROM THE ADJACENT WALL OR PARTITION FARTHEST FROM THE W.C. STEEL REINFORCEMENT VICINITY M A p rvo cNn°es aur!+c:•::.-o OFFICE C� Y 5.STALL DOOR SHALL BE SELF-CLOSING. DOOR PULL SHALL BE PLACED ON EA.SIDE OF STALL DOOR. MNT.PULL MIN.54' CONCRETE UNLESS raeoveu CTOR MAX.48'A.F.F. PULL SHALL NOT REQUIRE TIGHT GRASPING.PINCHING.OR TWISTING OF THE WRIST TO OPERATE. SEE STRUCTURAL DRAWING FOR ADDITIONAL NOTES. NTS BUILDING INSPECTOR 6.PROVIDE MIN.42'CLEAR IN FRONT OF STALL DOOR. 7.PROVIDE COAT HOOKS WITHIN TOILET COMPARTMENT MAX.48'A.F.F. CARLETTI ARCHITECTS P.S. architecture,planning,Interior design I 116 EAST FIR STREET SUITE A MOUNT VERNON. WA. 88273 3601 424-0384 Phone: Fax f 360 424-5726 LOT 7 13TE7'ECT TON WDACK 1 9 i' °ruI" eRt NEW CON =aIQFWAI- SEE C DI IL Dg .I \ 1 — -- -- FOR A REMODEL — { ' KEY PRIVATE BANK ._ _ 204TH STREET PLAZA UTlk,RAGE " ^.— — _e MIi 7705 204TH ST.9xtertrlr: AND IA1ttkY , ARLINGTON WA _ RAVWr, 24 r ., _ a I 6 6o s r� ._.. CONTACT RO BERT KEYBANK MORENOi a --- ----- 360 527 4466 i l `® AAA I iawe 4. I� 1 sfTE PLAn�N,os 1. NEW 5'CONC.SIDEWALK AROUND NEW COOLER/FRCCZER.SEE ) STIOCIV CIVIL DRAWINGS FOR DCTAILS.. 2.SEC CIVIL DRAWING FOR LOCATION OF GREASE TRAP AND FIRE AND OMOrI _ rqR� OF WORK l', LINE POR FIRE SPRINKLERS/DDCV i5.Y6 6rATION _ 12-544 PARKING CALCULATION 1 REVISIONS: RESTAURANT 4760/200.24 STALLS I "' xmr o�^ ' JJ MERCANTILE 2®'Q" 2p,0- 2m'-q�• C t t 1-27-14 3755/400A0 STALLS 1 ' '/ PERMIT SET 54 STALLS REQUIRED, PROVIDED OKAY 4I STALLS • '2M° V- . �o IS J LOT S � �'' a�,®• ws'-m" 3 1 I ' f 1 +p i1 1 s 6TALL6.ti�, woe - c srALLs i g®, wlc� 12., ti LOT A 24 l 1 AAA ;/ •� i G l I b _ is L r .P29 za` p ecs a= a. as,— tT60 TE = f SHEET TfTLE: � NEW�"YLCN aKat4 —_ — t I SITE PLAN _.-_._ '78.tej' "'�" ` •.< 7. E?c18r's I-Cla d'OLL, 2`0E'R"L'R I ...+.., -�g — / LLL... .. N 89':®20'E T*'"m�l....-,... 4�1''Ki"� �iLQAJAR — O 9 F \ arcs'wAuc-=::�:..�.._...,_._,._. A,C'F!AVPJG "ROP7T SLOG — __ ST. ME, I _ EMMANUEL DIAZ "^•�—^-- -. PROJECT ARCHITECT, EMMANUEN BY: L DIAZ DRAW L f1 f V PJC CHECKED By, REMOVE PORTION OF STOREFRONT WND FOR NEW STOREFRONT DOOR.VERIFY EXIST. DOORS TO REMAIN i... OPENING WITH MULLION LOCATION EXIST STOREFRONT / j I T-101/2' 4'-10• '•101/2' 20'-0' 12'-0' DEMOLITION NOTES 1.THE FLOOR PLANS SHOWN ON THIS SHEET ARE INTENDED TO EXIST.POST CARLETTI ARCHITECTS P.S. TYP. SHOW THE GENERAL BUILDING CONFIGURATION. architecture,planning,interior design 2.CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DIMENSIONS. HEIGHTS.FRAMING/CONSTRUCTION OF EXISTING BUILDING. 116 EAST FIR STREET 5.VERIFY ALL ROUGH OPENINGS FOR NEW DOOR UNITS WHERE SUITE A NOTED PRIOR TO CUTTING NEW OPENINGS INTO EXIST. MOUNT VERNON, WA. 98273 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS,MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS AND NOTIFY CARLETTI ARCHITECTS OF ANY Phone: (3601 424-0394 DISCREPANCIES FOR POSSIBLE REDESIGN FOX: 1360) 424-5726 5.SHORING AND BRACING SHALL BE INSTALLED BEFORE ANY STRUCTURAL MEMBERS ARE REMOVED OR BEFORE ANY NEW LOADS ARE ADDED UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED B.DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE _.�—. 7.CONTRACTOR SHALL CHECK FOR DRY ROT OR INFESTATION. u HE'srFRen ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL `� rtecr Be REPLACED OR REPAIRED AS DIRECTED BY CARLETTI ARCHITECTS. J x ' A REMODEL FOR: KEY PRIVATE BANK 204TH STREET PLAZA DEMOLITION LEGEND ARLI GTON204T A NE I-7 AREA OF CONC.TO Be REMOVED FOR NEW gRLINGTON WA �/� STEM WALL AND FOOTING SAW CUT/PATCH AND REPAIR AS REQ'D AREA OF LANDSCAPING TO BE REMOVED FOR CONTACT: ROBERT MORENO NEW STEM WALL 6 FOOTING. KEYBANK LINE OF WALLS TO BE REMOVED EXIST,TENANT(S)NO WORK 01-' 55'-0 1/2• 360-527-4466 i EXIST.POST TYP. 4y�, SECTION OF EXIST. j CMU WALL TO BE EW DOORVED OPEN NGNSW �I 112-524 CUT.PATCH&REPAIR W AS REQ'D. I f, REVISIONS: 1-27-14 PERMIT SET N A EXIST.ACCESS LADDER TO ROOF I EXIST, MECH./ELEC.ROOM ELEC.PANELS T EXIST RESTROOM TO REMAIN NO WO _ .�,',p � — — _ �\ EXISTING WALLS TO BE REMOVED _ EXIST.f,. ' II ST.RESTROOM � SECTION OF EXIST.CMU WALL TO BE REMOVED FOR NEW SHEET TITLE: k 105 EXIST.ELEC DOOR OPENING SAW CUT,PATCH 8 REPAIR AS REQ'D PANEL DEMO DEMO FLOOR PLAN �'..-..'r AS REQ'D 4'•4' -Y 4'-4' 1T•6' f,' m _. �I - - - /1r1IlG - i. './;�.- „ , j. �,r/ ' ..... RELOCATE D9 A5 REQ'D � NEW,DS SAW CUT ASPHALT A8 REQ'D LOCATION TIGHT EXIST.SEWER CLEAN OUT FOR NEW CONC.SLAB&FOOTING LINE AS,REQ'D i n EXIST.DUMPSTER NO CHANGES ...-,-- ......... .......... NO WORK. AREA OF T.I. - F AREA OF LANDSCAPING TO BE \� VERIFY(LOCATION OF j E MBD-SOR-NEW-CO NC-ST4M I EMMANUEL DIAZ EXIST.ELEC.TRANSFORMER WALL,FOOTING 6 SLAB. .. I PROJECT ARCHITECT: EMMANUEL DIAZ I DRAWN BY, 70 j Pic ..... AREA OF LANDSCAPING TO BE CHECKED BY, REMOVED FOR NEW CONC.SIDEWALK 11/13/13 DATE 12-544 KEY PRIVATE BANK.DWG O 2 COMPUTER FILE NAME " EXISTING/ DEMO FLOOR PLAN A _ 2 . 0 1/4'-1'-0• COPYRIGHT 2012 CARLETTI ARCHITECTS.P.S. i ...._ o3 r CARLETTIARCHITECTS P.S.B XI 1✓ ..... .......... .. ardti[ecWre,planning,interior design 116 EAST FIR STREET `�l / SUITE A MOUNT VERNON, WA. 88273 / o o o� Phone: E3601 424-0384 i ( oo� v ',. } F r' oo Fax: 360 424-5726 —. ._ HE SITHED IIECT t m i ., 1 Fo®t, o 441`�, X I N o EXIT PLAN NOTES: A REMODEL FOR: 1.TRAVEL DISTANCE TO COMMON PATH OF TRAVEL KEY BANK PRIVATE 000l01 ' - 75'-0'IOK) ✓ 204TH STREET PLAZA 2.OVERALL EXIT TRAVEL DISTANCE c 75'-0'(OK) �., � tP �: � � � � 7705 204TH ST. NE / 3.EGRESS WIDTH PER OCCUPANT SERVED 188.4 , �` ;� ""� -'� '� 4'`-_.-% i" off'-�- : ARLINGTON WA OCCUPANTS)PER COVER SHEET)1.2)INCHES PER "OCCUPA T)PERTABLE 1005.1 WITH A-2 OCCUPANCY) 180.4 X 31 ,E/ t k,,, :.;,:. ,............ .......:. •55.8 INCHES. WE PROVIDE 228 INCHES `. .:: WHICH IS P 50.8(OK) CONTACT: ROBERTMORENO 4.MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD - X o } Ai '�-' /"T"'i "'``"-��, - f^^ r.-:; KEYBANK _ OSECTION CCUPANT101LOADS 0.11 CBETWEEN 0IIAAND 5001 2CUPANT LD IS 189 N EXIT ARE °i J ;� '. I` - -"'� (� I � f t 3� 360-527-4466 REQUIRED. .... �,/ 5.INSTALL EXIT LIGHTS 8 FIRE EXTINGUISHERS SHOWN ON PLAN AND AS DIRECTED BY THE FIRE - w MARSHALL EXIST.TENANT(S)NO WORK i 46'-1 TO EXIT LEMENEEMEM - i LEGEND EXIT EXIT LIGHT W/BATTERY BACKUP 6 EMERGENCY LIGHT 12-524 EMERGENCY LIGHTING W/BATTERY BACKUP x '' q, w ,.....� ,......,,` F ' m L FE FIRE EXTINGUISHER 2AIOBC/SEMI-RECESSED x ; ( ��..... �. Fl REVISIONS: 1 1-27-14 PERMIT SET OCCUPANT LOAD/ EXIT REQUIREMENTS ROOM NAME AREA ACTO LOOAD EXITS REWD I o N 1� TABLAS RESTAURANT - - 1 o FIRST FLOOR >40 TWO EXIT REQ'D DINT 0 2715.7 15 181 TWO EXIT PROVIDED ,,,, ` �- _. 3 ` a c40 ONE EXIT REO'D : f��j � .. � KITCHEN AREA 1545.5 200 7.7 ONE EXIT PROVIDED - 09 ONE EXIT REQ'D 60 100 .5 ONE EXIT PROVIDED SHEET TITLE. RESTROOMS 305.7 NA NAEXIT PLAN c49 ONE EXIT REQ'D i - \a�3 _ -....._...- ' .T � MECH/ROOM 20.2 300 .00 ONE EXIT PROVIDED /� ' \ ' i �40 TWO EXIT REQ'D - _ . TOTAL 4758 BY.4 4 EXIT PROVIDED 4 C € I --- - .� �t`--� �' `----- 42'-T TO EXIT SEE SHEET A 2.1 FOR EXITING PLAN INCLUDING. -. -"� {.- — .TRAVEL DISTANCE<75'-0'TO COMMON PATH OF TRAVEL .OVERALL EXIT ACCESS TRAVEL DISTANCE c 20T-O' V� I { -EGRESS WIDTH PER OCCUPANT SERVED _— ------ ---� . _____. . .___... ..o �_ Q❑ I EX! '--- --- E�J FE41w+I :o i.f-I)^>a_ ( � ,^� III. �fI .EXIT LIGHTS f, f�.f�%3....._.. .✓f.�f..' �f.f'JI.:"'rjr'llA._ .. .... ..:... :`` i I l 1rrr1r11 //I1� .... , A EMMANUEL DIAZ PROJECT ARCHITECT: .,,.. ...._. ......_� 3 " .: EMMANUEL DIAZ l% DRAWN BY: ! _ i Pic CHECKED BY: ............ >. 11/i3/13 DATE 12-544 KEY PRIVATE BANK.DWG COMPUTER FILE NAME ' EXIT PLAN A _ 2 . 1 \/ 1/4'e1-O' COPYRIGHT 2012 CARLETTI ARCHITECTS.P.S. ILL ILL MULLION is 15 12 ( A-6.0 A-6.0 A-6.0 \ € O '. -.w,..... .--_ m r �� 4 �\ r� CARLETTI ARCHITECTS P.S. \ RECEPTION r,^' .( t. � .. , t architecture,planning,interior design ' FE 2 \, v 116 EAST FIR STREET t _ If ( I VERIFY EXIST.GWB GOES FULL w —- 3, SUITE A HEIGHT.INSTALL 5/8'•X'GWB MOUNT VERNON, WA. 98273 FULL HEIGHT 1F IT DOES NOT �- .,, r�' `ONG GRID LING 3 TYP., - �.✓ `�'�° �'�^°i 4 - ; hone: ((360 424-0394 Fax: (3601 424-5726 y i 1 ` .J _../ (.,_/ BAR 'i ��'+� DINING {{ s eTON' FLOOR PLAN NOTES: - ,'> U fl 1 'J f 1.PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS PER ANSI 117.1 4,_yel 2.POST SIGN AT MAIN ENTRANCE DOORS t1 WHICH READS'THESE DOORS TO "�ANQUET`""= REMAIN UNLOCKED DURING OCCUPIED HOURS.' _ - �`;.. .✓0 __ _ ,) 9.CONFIRM ALL ROUGH OPENINGS OR D' - .- -...., \ ( yl A R MODEL FOR: V HDCP ACCESSIBLE RESTROOM DIMENSIONS € +. P ` °+I �'`, `J .-<� AND CLEARANCES. i "" KEYEPRIVATE BANK r \ BAR BACK 4 ✓ i 204TH STREET PLAZA 5.CONFIRM ALL FINISHES W/OWNER AND ARCHITECT PRIOR TO ORDERING. // A ``. f € !�"'7 L FURNITURE F.T.LT. 6.SOUND INSULATE ALL WALLS TYP.THROUGH-OUT. A`\ �✓� r,A z 101-6 �(- ��.,, € ' ir., = 7705 204TH $T. NE 7.ALL RESTROOMS TO HAVE GREEN BOARD TYP. IN A 8.ALIGN STUDS.ELECTRICAL AND PLUMBING AS REQ'D TO ACCOMMODATE �� ARL GTON W RECESSED PAPERTOWEL/WASTE RECEPTACLE. APPROVE LAYOUT LOCATIONS R ... W/ARCHITECT PRIOR TO FRAMING. �.. 0.CONTRACTOR TO PATCH d REPAIR ROUGH INS FOR ELECTRICAL ON EXIST. WALLS FOR TENANT FINISHES. � � �`q�, r wr /\ �_ _ ' CONTACT: ROBERT MORENO 10.CONTRACTOR TO PROVIDE MECHANICAL CURBS FOR EQUIPMENT VENTILATION CONTRACTOR TO INSTALL. / �, 1 KEYBANK 11.EQUIPMENT/APPLIANCES PROVIDED BY TENANT CONTRACTOR TO PROVIDE EXIST.TENANTIS)NO WORK WRAP E%IST44 �, 360-527-4466 ,3. '� 1 .- COLUMN W/5/B POWER,WATER 8 SEWER CONNECTIONS AS NOTED ON SHEETS K-1-6,ELEC. .F \�`', `,.�. PLANS.MECH.PLANS CIVIL DRAWINGS.SEE K-6.1- 6.5 FOR HOOD - ////% t I GWB FULL HEIGHT " INFORMATION. ...../'\.�' -_- 12.FREEZER/COOLER TO BE PROVIDED BY BARGREEN/TENANT CONTRACTOR ( ` 6•-0 V4' s-0 1/1' 2.6' 4'-0' 6' 2'-10 t/4' 10'-7 3/4' TO INSTALL AND PROVIDE SLAB W/FOOTING.COORDINATE ROOF - STRUCTURE W/TENANT. rl' a Emm FLOOR PLAN LEGEND _.....,v- - 2 FE FIRE EXTINGUISHER 2A1OBC/SEMI-RECESSED EXIST.DEMISING i --,-,� � WALL = " (r ( "V LI 'OF GWB "'`•_� 1 1 F i, _ )S IT ABOVE.€ $ A WINDOW TAG SEE SHEET A-2.5 FOR SCHEDULE f�,. ' .�10=:- FF r !'•10' 21/4' 8'-tl 1/4' x O * i O DOOR NUMBER SEE SHEET A-2.5 FOR SCHEDULE M BANQUET PRL �? i i IT-0 1/T 14 W-4 3/4' 3 7-1 1/T 5 XXX ROOM FINISH TAG SEE SHEET A-25 FOR SCHEDULE 104 �� - ^ PICK-UP 12-524 ® COOLER/REFRIGERATOR WALLS SEE DETAILS PROVIDED BY 4 OFF1C� WOMEN'S ROOM ''4 ,,,,, 6'-0 c 3 P-LAM FLOOR "-"""" . BARGREEN/ELLINGSON KITCHEN SUPPLIER 105 I> O MOUNTED 112 3 i — CONTRACTOR TO PROVIDE WALLS FRAMED FULL HEIGHT.6'80 MIL ( y j 4 TYPPAR. 6 REVISIONS 16'O.C.MTL STUD 5/8''X'GWB EA SIDE.RUN GWB TIGHT TO ROOF ( i t - _ DECK,CUT 8 CAULK TO FIT SNUG. 71 5 5 O tl 12,2, 1-27-14 PERMIT SET •_r�i 6•-y — .. FD ..... V- 3/4' WALLS FRAMED FULL HEIGHT.CONSTRUCTION OF WALL AND FINISHES PER TENANT �. dti O WALLS OF VARYING HEIGHT.CONSTRUCTION OF WALL AND BANQUET PREP 2 WP +' '•0' ~ KITCHEN 9� FINISHES PER TENANT 106 OUNTER I 4 FE _4 110 150 /, o COMBINATION EXIT SIGN/EMERGENCY LIGHTING W/BATTERY -� 6 MEWS ROOM JAMB EXISTING EXTERIOR WALL 8'CMU W/9 5/8'STUDS W/R-13 BATT 7 INSULATION 6 6/8'GWB —� ITYP e r o r o IJ BACKUP HARDWARE j V.S. 4'•4 V-5 V2' 0 2 /4'� + 24ti11/4' .+ r-61/'V VERIFY P-LAM URINAL EMERGENCY LIGHTING W/BATTERY BACKUP '-'�� o SCREEN O O ....,._._, ..� _ .._ 0 _. _..... ...... ..... F < WALL TAG f I ! �,r 4.'1•" _ - _ ., 1/2 HIGH WALL.COORDINATE HEIGHT.FINISH.AND "-----�.J � 72 ••�� i, - . ,_.5... A.:.. �1 -...-� I €' RESTROOM 1, S E tt ,:_�i -. �'�+ SCULLERY PREP CONSTRUCTION W/TENANT.IN.LC.I 107 - "`� `"'" "` ' 108 .' 100 SHEET TITLE: _ ..... (€ COUNTER AMB a a q 9/4 HIGH WALL COORDINATE HEIGHT.FINISH AND �; v-4• 6'-3' 4••4• 2r r,.-- ^° '---- ' f , ❑2 CONSTRUCTION W/TENANT.(N.I.C.) { `"�. 0 ,. - PROPOSED FLOOR PLAN I 7 a i r A-6.0 3 WALL AT 48'AFF.VERIFY HEIGHT.FINISH AND CONSTRUCTION i M n W/TENANT.IN.I.C.) ,� — ...�....,.. 1k. 1 -,_...... �_ L7. I .__._'.. - 1 ❑ __ ///r�'` - t , F FULL HEIGHT WALL.COORDINATE HEIGHT.FINISH AND - ' A CONSTRUCTION W/TENANT.IN.I.C.I LOCATION OF DOUBLE O €�r`' OO 2• 1 CHECK DETECTOR LINE i 1 i INTO BUILDING.ALLOW 12' 0 FULL HEIGHT.WALL PROVIDED/INSTALLED BY CONTRACTOR \' _ OF CLEAR SPACE BETWEEN ILL ` PIPE AND DOOR JAMB FOR 10 COOLER FREEZER \ ADA CLEARANCE 113 i% 114 a c LAB 6 [- - EMMANUEL DIAZ PROJECT ARCHITECT: 15'-10, 6 0' s 0 .-._�-LL DRAWN BY. DIAZ Pic CHECKED BY: 11/13/13 DATE 3 2 NEW 5'CONC.WALK PAD 12-545 SCHEDULES.DWG COORDINATE W/LOCATION OF 'l, — -- -- - COMPUTER FILE NAME EXIST. ELEC.TRANSFORMER.SEE --- - -------- ----- CIVIL PLANS FOR DETAILS PROPOSED FLOOR PLAN A ' 2 . 2 V 1/4''1`-O* COPYRIGHT 2012 CARLETTI ARCHITECTS.P.5. I . �111IllIlllllll O O E O f Yam, CARLETTI ARCHITECTS P.S. archOcbure,Planning:i€fteRor design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 88273 ® Phone: (3601 424-0384 0 Fax: 360 424-5726 *=�T 0 LIGHTS FIXTURES PER TENANT. 0 ;O ' ' LIGHTS FIXTURES PER TENANT.ALL TON ALL ROUGH IN WIRING BY .. ROUGH IN WIRING BY CONTRACTOR i CONTRACTOR SEE LIGHT CUT SEE LIGHT CUT SHEETS AND SHEETS AND ELECTRICAL ELECTRICAL DIAGRAM FOR DETAILS. - DIAGRAM FOR DETAILS. `�•� O,. . ... .. CEILING PLAN NOTES: - A REMODEL FOR: 1.LOCATE ALL DIFFUSER 6 AIR RETURN GRILLS NOT TO O O ;;r KEY PRIVATE BANK INTERFERE W/LIGHTS .'GO OIL7N'G'�,.. "., 204TH STREET PLAZA 2.PROVIDE AND INSTALL GWB FIN WALL AT ALL CEILING HEIGHT TRANSITIONS.DIFFERENT ACP TRANSITIONS.ROOF O 7705 204TH ST. NE HATCHES.OR OTHER CEILING TRANSITIONS. AREA OF EXPOSED STRUCTURE @' O ® ® ARLINGTON WA 9.CEILING HIGHTS NOTES AS.X'-X'A.F.F. ABOVE.COORDINATE ALL ] FINISHES AND PAINTING W/ . TENANT.SEE MECH.FOR NEW ' AIR SUPPLY/RETURN LINES AND CALLOUTS CEILING PLAN NOTES: EXIST.TENANT(S)NO WORK <•.I'. 1 REDABOVE. 0 CONTACT: ROBERT MORENO AREA OF EXPOSED STRUCTURE 4.CONTRACTOR TO PROVIDE FRAMING/CEILING a RESTROOM COORDINATE ALL FINISHES AN 111/112.ALL OTHER CEILING FRAMING/FINISHES BY �� •Q PAINTING W/TENANT.SEE MECH. FOR KEYBANK TENANT. CALLOAIR UTS UPPLY/RETURN LINES AND f 360-527-4466 O' 0 f MIFF i ACP CEILING FEEL_ [ 10'-0'AFF x 11 A-8.0 .GWB'6@[LING ,^ E OWB c 12-524 1r1L1NS. '. 10=0.SWCEILINS AFF', REVISIONS: 1-27-14 I ' p ��AGWB PERMIT SET wp'cel OWB CEILING 17 •19-0'AFF R TURF 'Q FE Q XPOSED ST UC HEAD ABOVE - �-EXPOSED STRUCTURE •Q i \ABOVE '. f ` ;GWB'C�1L7NG`� A'-O'.AFF.... ., .. REXISTING CEILING f 2 8 TO REMAIN:. EXISTING CEILING A-8.0 - TO REMAIN ACP CEILING ACP o'-o AFF SHEET TITLE: p E EXIEl t REFLECTED CEILING PLAN ..� � _ r PRE MANUFACTURED COOLER/ A i `.FREEZER.CEILING PART OF SYSTEM EMMANUEL DIAZ _ PROJECT ARCHITECT. EMMANUEL DIAZ DRAWN BY: ' CHECKED BY: DATE13 DATE 12-544 KEY PRIVATE BANK.DWG COMPUTER FILE NAME \11, REFLECTED CEILING PLAN A 2 . 3 V 1/4'ml-O COPYRIGHT 2012 CARLETTI ARCHITECTS.P.S. I � II �� ROOF NOTES I I CARLETTI ARCHITECTS P.S. 1.CONTRACTOR TO PROVIDE ALL STRUCTURAL STEEL SUPPORT 6 I I architecture,planning,interior design CURBS FOR KITCHEN HOODS 8 MAKE UP AIR UNITS.VERIFY SIZE W/HOOD MANUF.PROVIDE CURB MIN 14'ABOVE TOP OF I I 116 EAST FIR STREET ROOF DECK FLASH W/ROOFING TO MATCH EXIST AS REO'D. SUITE A FAN AND FINAL CONNECTION TO BE PROVIDED BY TENANT. MOUNT VERNON. WA. 88273 2.CONTRACTOR TO PROVIDE ALL STRUCTURAL STEEL SUPPORT I I LINE OF DEMISING WALL BELOW 8 CURB FOR NEW RTU-3.CURB TO BE 14'ABOVE TOP OF ROOF DECK FLASH W/ROOFING TO MATCH EXIST.AS REQ'D. I Phone: 13601 424-0394 CONTRACTOR TO PROVIDE UNIT 8 CRANE TO INSTALL NEW I FOX: 1360) 424-5726 RTU-3. 3.CONTRACTOR TO PROVIDE ALL BOOTS 8 FLASHING FOR ANY POWER TO ROOF TOP CONNECTIONS/CONDUITS TO II EQUIPMENT.PANS.AND VENTS TYP. UNIT MOUNTING CURB SPECIFIED MTL.COUNTER FLASHING I I 4' R9 SEALING MATERIAL FASTENERS APPROX.8"O.C. WOOD NAILER 7 THERMAL INSULATION,COVERBOARDTON AND ROOFING PLIES APPLIED TO DECK AS SPECIFIED OR REQUIRED MA 24 ON HEAT WELDED FLASHING EMBED II HEIGHT I MI 14' GRANULES IN FLASHING AREA ITYPI II A REMODEL FOR: KEY II IVATE BANK 204THRSTREET PLAZA THERMAL INSULATION.COVERBOARD I I 7705 204TH ST. NE AND ROOFING PLIES APPLIED TO I I RTU-3 NEW UNIT ARLINGTON WA DECK AS SPECIFIED OR REQUIRED NOTE. ALTERNATE CURB BEARING 1. SEE MECHANICAL DWGS FOR LOCATION FOR HEAVY WEIGHT VIBRATION AND SOUND ISOLATION. LOADING CONDITIONS SEE STRUCT. T ROBERT MORENO WOOD NAILERS INSTALLED WITH I I 1 KEYBANK 2. INSTALL GWB SHEATHING PER BOND BREAKERS AND FASTENED AS II MECH DRAWINGS ON INTERIOR OF SPECIFIED OR REQUIRED BY CODE 360-527-4466 CURB AND DECK-FILL VOID WITH OR INDUSTRY STANDARDS TO II RIGID INSULATION MIN R-45 RESIST DESIGN LOADS AND CORROSION OF STEEL DECKING. FASTENERS AND METAL EDGING. I I RTU-1 EXIST.UNIT.NOT TO BE &INSULATEDRAISED REPLACED CONTRACTOR TO VERIFY p I I IN WORKING OPERATION ECH C U�\ SCALE: 3/4 VENT PER I I RTU-2 EXIST.UNITNOT TO BE 2 MECHANICAL REPLACED CONTRACTOR TO VERIFY IN WORKING OPERATION RESTROOM VENT 12-524 ROOF I I FROM VENT BELOW 1/4'-14 X 1 1/8'S.S. ROOF STITCH FASTENER AT 4'O.C. I VENT BASE AROUND PERIMETER OF BASE REVISIONS: II PLUMBING VENT 1-27-14 PERMIT SET CURB FOR HOOD VENT. 3/18'X 7/8'TAPE I I ' V COORDINATE W/ Q% MASTIC(800681 I CURB FOR HOOD VENT, KITCHEN SUPPLIER. EXISTING ROOF COORDINATE W/ 3 INSULATION HATCH FROM KITCHEN SUPPLIER. RETAINER IIR21 I I MECH./ELEC.ROOM CURB FOR MAKE UP AIR COORDINATE W/ J L _ _ CURB FOR MAKE UP AIR KITCHEN SUPPLIER. r 771 — _ COORDINATE W/ , I KITCHEN SUPPLIER. VENT HOOD FROM BELOW TYP. ROOF PENETRATION II II EXISTING FAN 2 VENT FROM BELOW SCALE: N.T.S. MIN.2'CLEARANCE SEALANT I I I I ROOF OF NEW COOLER/FREEZER.SEE SHEET TITLE: BETWEEN PAN AND RAW BAND DETAILS FROM BARGRBEN-ELLISON PIPE. WATERTIGHT SHEET MTL RAIN COLLAR KITCHEN PROVIDER ON SHEETS K1-5 ROOF PLAN OVERLAPPING PENATRATION POCKET O A S DS RELOCATED NON-SAG SHEET MTL.PAN SOLDERED/WELDED POURABLE ''.WATERTIGHT 4'MIN HEIGHT EXIST.TENANTS AREA OF TENANT SEALANT NO WORK IMPROVEMENT DEAPTH 2'MIN �"'�`_ SEALANT AT MTL JUNCTURE TO "\ ...MEMBRANE NON SHRINK \ POLYESTER rn GROUT 7, REINFORCEMENT WOOD MEMBRANE PLY BLOCKING IS OPTIONAL 4'MIN FLANGE SET EXCEPT WHEN IN MASTIC OVER POCKET 4 FIELD PLY.PRIME EXCEEDS 12, FLANGE BEFORE STRIPING EMMANUEL DIAZ V PIPE DIA. PROJECT ARCHITECT: ON POCKETS EXCEEDING 12'1N EMMANUEL DIAZ WIDTH FASTEN INTO DECK ON THERMAL INSULATION.COVERBOARD DRAWN BY. WOODUNINS BLOCKLATED SYSTEMS AND INTO AND ROOFING PLIES APPLIED TO DECK Pic WOOD BLOCKING 9'O.C. STAGGERED AND FLUSH AS SPECIFIED OR REQUIRED '.. CHECKED BY, 3 PENETRATION POCKET O O O 111/13/13 SCALE: 3/4 ATE 12-544 KEY PRIVATE BANK.DWG COMPUTER FILE NAME \11 ROOF PLAN A � 2 . 4- v 1/4'•1—� COPYRIGHT 2012 CARLETTI ARCHITECTS.P.S. CARLETTI ARCHITECTS P.S. architecture,planning,interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: 360 424-0394 Fax: 360 424-5726 9 N &TEREO CT S GTON A REMODEL FOR: KEY PRIVATE BANK WINDOW SCHEDULE204TH STREET PLAZA NO. QTY. SIZE TYPE FRAME U-VALUE NOTES WINDOW NOTES: 7705 204TH ST. NE 1:ALL GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS ARLINGTON WA MAT'L. FIN. WITHIN A 24'ARC OR EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE A 1 T-10'X T-O' STOREFRONT ALUMINUM CLEAR ANODIZED .35 VERIFY SIZE TO MATCH EXIST.OPENING IN STOREFRONT SYSTEM GLAZING IS LESS THAN 60'ABOVE THE WALING SURFACE SHALL BE TEMPERED.(GLAZING SUBCONTRACTOR TO VERIFY LOCATIONIS)OF ALL SAFETY GLAZING.( 2.GLAZING SHALL BE TEMPERED IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEM 1. 1' ABOVE.THAT MEETS ALL THE FOLLOWING CRITERIA —. AI EXPOSED AREA OF INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET CONTACT: ROBERT MORENO BI EXPOSED BOTTOM EDGE GREATER THAN 36'ABOVE THE FLOOR KEYBANK CI EXPOSED TOP EDGE GREATER THAN 36'ABOVE THE FLOOR 360-527-4466 DI ONE OR MORE WALKING SURFACES WITHIN 26'ABOVE THE FLOOR 3.REFER TO THE DOOR SCHEDULE FOR SIZE OF ALL DOORS WITH GLAZING. 4.ALL WINDOW SIZES ARE ROUGH OPENINGS AND SHALL BE FIELD MEASURED PRIOR TO FABRICATION r: 5.SHADING COEFFICIENT TO BE 1.0 OR BETTER.ALL GLASS TO BE LOW E.SEE SPECIFICATIONS FOR MORE SPECIFICS ON GLAZING 6.CONTRACTOR TO VERIFY ALL WINDOW QUANTITIES. 7.CONTRACTOR TO VERIFY ALL WINDOW SIZES. B.ALL STOREFRONT TO BE THERMALLY BROKEN. T:TEMPERED GLAZING DOOR PER DOOR A SCHEDULE DOOR SCHEDULE DOOR NOTES: NO. SIZE DOOR LEAF FRAME HARDWARE RATING NOTES 1.ALL WOOD DOORS TO BE t 3/4'THICK.ALL WOOD DOORS TO SOLID CORE. 2.VERIFY ALL R.O.AND JAMB DEPTHS PRIOR TO ORDERING TYPE MAT'L.. FIN. MAT'L. FIN. Cl PANIC GRP. 3.ALL DOORS TO HAVE BARRIER FREE LEVER HANDLE HARDWARE AS REQUIRED. 1 (2)3'-0'X T-O' EXIST EXIST - - - - - POST SIGN'THESE DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS'F.C.I.0 4.ALL EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY OR 12-524 2 3'-0'X T-O' B ALUM FF ALUM FF YES YES TUBULAR PULL W/MORTISED DEAD BOLT CONNECTED TO PANIC BAR,THRESHOLD.OVERHEAD CONCEALED CLOSER.F.C.I.C. 5 SPECIAL KNOWLEDGE OR EFFORT. FXUJt: ,ALL GLAZING WITHIN A 24 INCH ARC OF EITHER EDGE OF DOORS AND WITHBIN 18 3 3'-0'X 7'-0' EXIST EXIST - - EXIST INCHES OF FLOORS SHALL BE SAFETY GLAZING AS REQUIRED BY IBC SECTION 2406. 4 4'-0'X T-O' A HMD PNT HMF PNT YES LOCKSET.INSULATED,THRESHOLD. F.C.I.C. ALL SUCH GLAZING SHALL HAVE PERMANENT IDENTIFICATION SAFETY GLAZING 5 Y-O'X 7'-0' A HMD PNT HMF PNT YES YES DEADBOLT TIED TO PANIC HARDWARE W/MORTISE LOCKSET.INSULATED,THRESHOLD STAMP. 6. DOORS SHALL HAVE LEVER HARDWARE WHICH WILL PERMIT OPERATION BY WRIST OR REVISIONS: 6 3'-0'X T-O' A ALUM FF ALUM FF YES DOOR/ HARDWARE BY TENANT DOUBLE ACTING DOOR.F.T.I.T. ARM PRESSURE. 7 3'-0'X 7'-0' A ALUM FF ALUM FF YES - DOOR/ HARDWARE BY TENANT DOUBLE ACTING DOOR.F.T.I.T. 7.ALL DOORS W/DEADBOLTS MUSH HAVE SINGLE ACTION OPERATION BY HANDLE INSIDE 1-27-14 PERMIT SET 8 3'-0'X 7'-0' A WD LAQ HMF PINTAND KEY ON EXTERIOR.YES PUSH/PULL/SS KICK PLATE.F.C.I.C. 8. FINISH OF ALL STOREFRONT TO BE CLEAR ANODIZED MATCH EXIST FINISH.US B 3'-0'X T-O' A WD LAQ HMF PNT YES PUSH/PULL/SS KICK PLATE.F.C.I.C. ALUMINUM KAWNEER OR ARCADIA 10 3'-0'X T-O' A WD LAQ HMF PNT DOOR/ HARDWARE BY TENANT F.T.I.T. 9.U VALUE OF ALL EXTERIOR HMD TO BE.60 OR BETTER. 11 3'4'X T-O' A WD LAQ HMF PNT DOOR/HARDWARE BY TENANT F.T.I.T. 12 3'-0'X T-O' EXIST A B T:TEMPERED GLAZING SHEET TITLE. FINISH SCHEDULE ROOM FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING NOTES: WND Y DOOR SCHEDULE NO. NAME MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO MAT'L FIN. NO MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. HGT. FINISH SCHEDULE 100 RECEPTION CONC STAIN STEEL PAINT VARIES FINISHES BY TENANT 101 BAR CONC STAIN STEEL PAINT VARIES FINISHES BY TENANT 101-B BAR BACK CONC STAIN GWB PAINT 10'-0' FINISHES BY TENANT 102 DINING CONC STAIN STEEL PAINT VARIES FINISHES BY TENANT 103 BANQUET CONC STAIN STEEL PAINT VARIES FINISHES BY TENANT 104 BANQUET PREP CONC STAIN IGWB PAINT 10'-0' FINISHES BY TENANT 105 OFFICE CONC STAIN GWB PAINT 9'-0' FINISHES BY TENANT 106 BANQUET PREP 2 CONC STAIN STL./ACP FF 10'-0' FINISHES BY TENANT 107 RE5TROOM EXIST EXIST GWB PNT EXIST EXISTING FINISHES CHANGES BY TENANT 108 SCULLERY CONC SEAL ACP FF 10'-0' SEE SHEETS Kt-6 FOR CALLOUTS 109 PREP CONC SEAL ACP FF 10'-0' SEE SHEETS KI.6 FOR CALLOUTS 110 PICK-UP CONC SEAL ACP FF 10'-0' SEE SHEETS K1-6 FOR CALLOUTS 1fl MEN'S RR CONC STAIN VRB FF GWB PNT GWB PNT - GWB PNT GWB PNT GWB PNT 9'-0' CONC.STAIN BY TENANT. P•LAM TO 48'AFF ALL SIDES EMMANUEL DIAZ 112 WOMEN'S RR CONC STAIN VRB FF GWB PNT GWB PNT - GWB PNT GWB PNT GBW PNT 9'-0' 1 CONC.STAIN BY TENANT.P-LAM TO 48'AFF ALL SIDES PROJECT ARCHITECT: 113 COOLER ISPF SHEETS K1-6 FOR CALLOUTS EMMANUEL DIAZ 114 FREEZER ISEE SHEETS K1.6 FOR CALLOUTS DRAWN BY: Pic FINISH NOTES: CHECKED BY: 1.ALL WALLS/CEILINGS TO BE PRIMED PREPARED FOR PAINT/FINISHES BY TENANT. ROOMS 1111/112 TO BE FINISHED 1009 COMPLETE 11/13/13 2.ALL ACP PANELS IN ROOMS 106.108.109.110 TO BE VINYL COATED SCRUBBABLE FOOD DATE GRADE COILING TILES 3.ALL WALLS IN ROOMS 106.108,109,110 TO HAVE FRP FULL HEIGHT FINISHED/INSTALLED BY TENANT. 12-544 KEY PRIVATE BANK.DWG COMPUTER FILE NAME - 2 . 5 COPYRIGHT 2012 CARLETTI ARCHI7EC75.P.S. { 8'90 MIL MTL STUD WALL 6'30 MIL MTL STUD SOUND BATTS .� - SOUND BATTS i TYPE GWB BOTH SIDES. t CARLE ARCHITECTS P.S. STOREFRONT DOOR +: BOTH % i '� TTI r PER DOOR SCHEDULE : f i �� F 't architecture,planning,interior design CONCEALED BOTTOM RAIL : l WEATHERSTRIPi 'Ei _.____. HOLLOW METAL 116 EAST FIR STREET 3 ALUMINUM DOOR THRESHOLD �j 1, j j DOOR FRAME SUITE A ' MAX.1/2'ABOVE FLOOR �.. .. .. .. MOUNT VERNON, WA. 88273 CONC SLAB Phone: (3601 424-0384 / HOLLOW METAL DOOR PER FOX: 13601 424-5726 !! DOOR FRAMs DOOR SCHEDULE DOOR PER DOOR SCHEDULE 5/8'TYPE'X GWB BOTH SIDES. •--- RE STEREn 18 STOREFRONT SILL INTERIOR H:M.D. HEAD INTERIOR H.M.D. JAMB __ GTOH SCALE: 3'=1'-0' 17 SCALE: 3'=1'-O' 16 SCALE: 3'=1'-0' b STOREFRONT WINDOW PER E`STOMERIC SEALANT PLAN ATTACH FRAME MIN 1/2'! W ASPHALT EXPANSION A REMODEL FOR: OVER EDGE OF FOUNDATION J INT i exlsT.WALL KEY PRIVATE BANK `\.• WD STUD WALL PER PER MANUFACTURER'S SPEC'S Z'X4-1/Z' ALUMINUM ?; ASSEMBLY WALL TYPES SHIM SPACE STOREFRONT 204TH STREET PLAZA SOUND BATTS SEALANT AND BACKER ARLSNGTONHWSAT. NE ROD BOTH SIDES TYP . .. ,-,..- � BACKER ROD 6 5/8'TYPE'X'GWB CONIC FOUNDATION WALL h SEALANT BOTH SIDES. W/REINFORCING PER STRUCT : ALUMINUM NEW STEEL ANGLE. " See STRUC.FOR STOREFRONT CONTACT: ROBERT MORENO DETAILS DOOR KEYBANK �. -��' -w.•._ SLOPE 1/r- !;„ 360-527-4466 PER FOOT .._... _s....._ ____ BACKER ROD 6 �...... .e ..........� ...,. ,.. SEALANT HOLLOW METAL DOOR FRAME 2'j <g - I HM DOOR AND DOOR PER a t Al FRAME PER FIN. DOOR SCHEDULE o '�' ;a SCHEDULE INTERIOR H.M.D. HEAD NOT USED STOREFRONT BILLMULLION DETAIL HMI) DOOR HEAD 15 SCALE: 3'=1'-0' 14 13 SCALE: 3'=1'-0' 12 SCALE: 3'-1'-0' 11 SEE 14/A-6.2 SCALE: 3'=1'-0' 12-524 NEW STEEL ANGLE.SEE BACKER ROD/ eKUJMUI NUMBER: DOOR PER SCHEDULE STRUC.FOR DETAILS SEALANT WITH SWEEP VERTICAL 0 GA HANGER SPACED 1' VERTICAL STRUT EXIST. 4'-0'O.C.ALONG MAIN RUNNER TO '�.t a 12'-0'O.C. ALL WIRE TIES ARE TO BE 131 REVISIONS: WALL HM DOOR AND FRAME TIGHT TURNS AROUND ITSELF STRUCTURE ABOVE. OFFSET SADDLE .E ASSEMBLY PER FIN.SCHEDULE THRESHOLD ` COMPRESSION STRUT a IT-O'O.C. WITHIN 3'. 1-27-14 PERMIT SET q 12 GA.SWAY SUPPORT 1/4'DROP TO (4)12 GA WIRES SECURED TO MAIN \ WIRES a 12'-0'O.C. EXT.MAX .........-_.. RUNNER. \., l SPLAY 00D FROM EA OTHER.N.T.E. "��` 0 GA.SUSPENSION WIRE 1/2'MAX X.V2'THRESHOLD 45 FROM CLG PLANE. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED •4-0'O.C. XQ T INTO SEALANT 12'-0'O.C.IN BOTH DIRECTIONS.W/ COLD ROLLED CHANNEL g ? THE FIRST POINT WITHIN 4'-0'FROM •4.0'O.C.SLOPE ( / EA WALL. SECURE TO STRUCTURE - 18 GA.TR WIRE - 1/87FT .. 1/4' 45 i ABOVE. MAX � 1 1/2'COLD ROLLED CHANNEL j' a 4'-0'O.C. 5/8'GWB Q Q .,' 7/8'HAT CHANNEL ST.CONC FOUNDATION a 2'-0'O.C. s, vt COMPRESSIBLE JOINT FILLER W/ ..,.,-, _""_-_ ...._.._W...:_,.._ ....dss. e..,..c' HAT CHANNEL ELASTOMERIC SEALANT a 2-0.O.C. SHEET TITLE: CONC SLAB 5/8'GWB �10EXT. H.M.D. THRESHOLD ��HIID JAMB 8 SUSPENDED GWB WIRE TIES DETAILS SCALE: 3'=1'-0' SCALE: 3'=1'-0' SCALE: 3'=1'-0' N.T.S. 1/4'TH.STL.WELDED TO STL SUPPORT WIRES ANGLE 6 BOLTED TO DBL WD STUD SEE A.C.T.SWAY ALL WOOD TO BE FIRE TREATED WALL BRACE DETAIL.TYP.12 GA.MIN. VERTICAL 12 GA HANGER WIRE MIRROR VERTICAL STRUT CAPABLE SPACED 4�4CTU O.C.ALONG MAIN BEAM >!12 GA.WIRE HANGER TO _ 4"PLASTIC LAMINATE TO STRUCTURE ABOVE. STRUCTURE AT EACH 8' MAX. LOADS RESISTING VERTICAL CORNER OF FIXTURE GRANITE OR -L-1 LOADS 0 i12.0'O.C. m i MIN. BEGINNING_6W-0'FROM 14112 GA.WIRES SECURED TO HD GRANITE OR P-LAM VERIFY WALL MAIN BEAM WITHIN 2'OF ATTACH SLACK WIRES u, I 2x CONT. CONNECTION OF VERTICLE STRUT TO DIRECTLY TO FIXTURE a VERT.STRUT: MAIN BEAM SPLAYED 00 DEGREES 4 AT DIAGONAL CORNERS ., r EMT CONDUIT UP TO 6' FROM EA.OTHER 45 DEGREES MIN. : - d- �'EMT CONDUIT UP TO B-6' 90 FROM CLG PLANE.LATERAL FORCE _ X �w EMMANUEL DIAZ SA 1'EMT CONDUIT UP TO 10' 01�: BRACING SHALL BE PLACED 12'-0'O.C. I- PROJECT ARCHITECT: WALL MOLDING f` '`s OR IN BOTH DIRECTIONS.W/THE FIRST 4- ' MIN. \ 1t METAL STUD(25 GAUGE) m POINT WITHIN 6'-O'FROM EA WALL. I 1x4 BLOCKING AT BRACE EMMANUEL DIAZ UP TO 6'-2' SECURE TO STRUCTURE ABOVE. 3/4'PARTICAL BOARD w/ DRAWN BY: 2t METAL STUD(25 GAUGE) EASED CORNER UP TO 10'-8' HD MAIN BEAM ATTACH FIXTURE TO 2"x2"x24"I.G.STL.ANGLE BRACE PJC 00 USE HEAVY DUTY CEILING SUSPENSION _ THRU STUD WITH 14I CHECKED BY: 1/2' T-BAR GRID SYSTEM A.C.T. SYSTEM WITH POSITIVE - DIA.A.M.B.M.M.B STUD w/ CROSS CLAMP DEVICES HAVING ....I PLUMB'0 NOT TO EXCEED 11/13/13 � 48* NOTE:(1)END OF CEILING GRID SHALL BE ATTACHED TO WALL CROSS RUNNER CAPACITY OF 100E OF INS O.C.� LIGHTING FIXTURE WEIGHT INSULATION WRAP DATE MOLDING.THE OTHER END SHALL HAVE A 9/4'CLEARANCE FROM NOTE:HANGER 8 PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 3" YP IN ANY DIRECTION 2' KNEE BRACE AS REQUIRED 12-54 KEY PRIVATE BANK.DWG WALL 8 FREE TO SLIDE.GRID SHALL BE ATTACHED AT(2) MAX.. .UNLESS COUNTER SLOPING WIRES ARE PROVIDED. COMPUTER FILE NAME ADJACENT WALLS(POP RIVETS OR APPROVED METHOD) NOTE:SUSPENDED CLG SHALL BE INSTALLED PER ASTM C636, FRP OR P-LAM WAINSCOT PER GRID AT WALL DIGCA ZONES CEILING2 BRACE �1 A.C.T. SWAY 5RACE LIGHT FIX. SUPPORT LAVATORY DETAIiSHBDHEDULE N.T.S. 2 N.T.S. 1 SCALE: 1-1/2'd'-0' A ^ 6 . 0 00PYRIGHT 20 CARLETTI ARCHITECTS,P.S. TABLAS RESTAURANT AR LIN V 1 ON, ■ A CARLETTI ARCHITECTS P.S. ardlitttwre,planning,interior design SYMBOL LIST GENERAL NOTES MECHANICAL / ELECTRICAL COORD. GENERAL MATERIAL NOTES 116 EAST FIR STREET SYMBOL ABBV. DESCRIPTION UNLESS OTHERWISE INDICATED,ALL MECHANICAL EQUIPMENT MOTORS AND CONTROLS SHALL BE FURNISHED, SUITE A INSTALL SEISMIC BRACING FOR ALL DUCTWORK,EQUIPMENT AND PIPING PER I.B.C. SET IN PLACE AND WIRED IN ACCORDANCE WITH DIVISION 15 OR 16 PER THE FOLLOWING SCHEDULE. ALL DUCTWORK SHALL BE GALVANIZED SHEEP METAL PER SMACNA STANDARDS, MOUNT VERNON, WA. 98273 REQUIREMENTS.PROVIDE ENGINEERED AND STAMPED DESIGN DRAWINGS IF REQUIRED BY IMC 603-4. 4 IBC.CONTRACTOR TO CONTACT OR HIRE A STRUCTURAL ENGINEER TO DETERMINE FURNISHED SET POWER CONTROL DUCT SECTION SUPPLY BUILDING AND SYSTEM IMPORTANCE FACTORS.UTILIZE ISAT OR OTHER SEISMIC BRACING ITEM SOUND UNED DUCT SHALL BE FIBERGLASS,1-1/21 DENSITY,1"THICK WITH A MINIMUM Phone: (360)424-0394 O COMPANY. BY BY WIRING WIRING NOISE REDUCTION COEFFICIENT OF 0.8. Fox (360) 424-5726 DUCT SECTION-RETURN INSTALL ALL PIPING ON ROOM SIDE OF BUILDING INSULATION. EQUIPMENT MOTORS 15 15 16 15 ALL HOT WATER SERVICE PIPING SHALL BE TYPE"L"COPPER. 20x12 RECTANGULAR DUCT(INSIDE DIMENSION) MECHANICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE,AND DO NOT NECESSARILY REFLECT EVERY REQUIRED OFF-SET,FITTING OR ACCESSORY. MOTOR STARTER AND 16 16 16 15 CONDENSATE PIPING SHALL BE TYPE°L"COPPER WITH PROPRESS FITTINGS. 12"0 ROUND DUCT OVERLOAD HEATERS COORDINATE INSTALLATION OF MECHANICAL SYSTEMS WITH BUILDING STRUCTURE AND DOMESTIC WATER PIPING SHALL BE TYPE"C COPPER WITH PRO PRESS FITTINGS AND FLEXIBLE DUCT ALL OTHER TRADES. CONTROL RELAYS AND 15 15 15 15 COUPLINGS. .THE MECHANICAL CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BEGINNING WORK IN TRANSFORMERS SANITARY SEWER PIPING SHALL BE"NO-HUB"CAST IRON PIPING.. VD VOLUME DAMPER ORDER TO OBSERVE EXISTING CONDITIONS.VERIFY EXACT SIZE,LOCATION AND MD MOTORIZED DAMPER CONDITION OF ALL EXISTING SYSTEMS,DUCTS,PIPES,UTILITIES AND BUILDING LINE VOLTAGE T'STATS 15 15 15 -- VENT PIPING SHALL BE"NO-HUB"CAST IRON PIPING. STRUCTURE. AND SWITCHES ALL KITCHEN DWV PIPING SHALL BE SOLID WALL PVC PIPING. BOG - BACKDRAFT DAMPER .LOCATE ALL PLUMBING FIXTURES PER ARCHITECTURAL DRAWINGS. LOW VOLTAGE T'STATS 15 15 15 15 --Q SO DUCT SMOKE DETECTOR .VERIFY VOLTAGES AT THE SITE PRIOR TO ORDERING ANY EQUIPMENT. _— PROVIDE AND INSTALL A COMPLETE AND OPERATIONAL AUTOMATIC FIRE SPRINKLER PANELS TEMPERATURE CONTROL 15 15 15 15 DRAWING INDEX ( T'STAT THERMOSTAT SYSTEM PER N.F.P.A.13.PROVIDE ALL REQUIRED PIPING,HEADS,VALVES,CONTROLS DRAWING /V A REMODEL FOR: AND ACCESSORIES.PROVIDE ALL REQUIRED CALCULATIONS. OBTAIN ANY REQUIRED DUCT MOUNTED 16 15 16 15/16* SHEET DESCRIPTION KEY PRIVATE BANK S REMOTE SENSOR PERMITS,AND PAY ALL REQUIRED FEES IN ORDER TO INSTALL A COMPLETE AND © COS CARBON MONOXIDE SENSOR OPERATIONAL SYSTEM. SMOKE DETECTORS M1.0 COVER SHEEP 204TH STREET PLAZA M2.0 BELOW GRADE-PLUMBING 7705 204TH ST. NE AFF : ABOVE FINISHED FLOOR CONTRACTOR SHALL PROVIDE WASTE,VENT,WATER AND GAS PIPING,INCLUDING TRAPS, ARLINGTON, WA FITTINGS AND STOPS TO COMPLETE EACH EQUIPMENT HOOK-UP TO THE POINT OF FINAL ARCH. CONARCHITECT/ARCHITECTURAL THE NP PLUMBING CONTRACTOR AECTION T THETHE EQUIPMENT EN VARIOUS PIECES OIS BEING MINSTALLED. ENT SHALL BE MADE BY CDS COILING DIFFUSER-SURFACE MOUNTED KITCHEN:CONTRACTOR SHALL PROVIDE WASTE,VENT,WATER AND GAS PIPING,INCLUDING PLUMBING FIXTURE SCHEDULE COL CEILING DIFFUSER-LAY IN TRAPS,FITTINGS AND STOPS. CONNECTION BETWEEN VARIOUS PIECES OF EQUIPMENT CONTACT: SHALL BE MADE BY PLUMBING CONTRACTOR AT THE TIME EQUIPMENT IS BEING INSTALLED LOCAL CONNECTIONS ROBERT MORENO CGS CEILING GRILLE-SURFACE MOUNTED BY THE KITCHEN CONTACTOR. MECHANICAL CONTRACTOR SHALL INSTALL ALL FIRINGS, TAG DESCRIPTION KEY BANK VALVES AND CONTROLS FURNISHED WITH KITCHEN EQUIPMENT AS LOOSE ITEMS,AND W V HW CW CGL CEILING GRILLE-LAY IN SHALL PROVIDE ALL INTER-CONNECTING PIPING REQUIRED TO COMPLETE EACH - 360-527-4466 EQUIPMENT HOOK-UP TO THE POINT OF FINAL CONNECTION FOR WATER,WASTE,GAS WATER HEATER(NATURAL GAS)-A.D.SMITH CYCLONE XI MODEL BTH-400A,NATURAL GAS 40OBTH,130 GALLON TANK, COP COEFFICIENT OF PERFORMANCE AND VENT. WH1 466 GPH RECOVERY @ 1OOF TEMPERATURE RISE,PROVIDE PRESSURE AND TEMPERATURE RELIEF,PROVIDE SEISMIC - STRAPS,PROVIDE HOT WATER RECIRCULATION SYSTEM,120V,(8A),IPH. * * � X DEMOLISH PROVIDE WATER HAMMER ARRESTOR ON FAST ACTION VALVES RICE GROUP,Inc. DWG DRAWING ALL MECHANICAL EQUIPMENT LOCATED IN CEILING CAVITIES THAT REQUIRE ELECTRICAL Consulting Engineers CONNECTION SHALL HAVE AN 8-1/2"01"LAMINATED SIGN PERMANENTLY MOUNTED ON 20201 Cedar Valley Road E,EXIST. EXISTING ITEMS THE ELECTRICAL ENCLOSURES THAT INDICATES:'THIS EQUIPMENT MUST HAVE A MINIMUM GASKET SUPPLIED Suite 120 ACCESS OF 36"(LESS THAN 460V)AND 42"(460V AND ABOVE)".NO TRADE SHALL EXHAUST FAN WITH Ali UNIT Lynnwood, WA 98036 ELECT. ELECTRICAL BLOCK THIS SPACE EVEN IF SHOWN ON THE DRAWINGS.INSTALL SIGN PRIOR TO SECURE DUCT (425) 774-3829 - INSTALLATION OF EQUIPMENT. TO CURB NAILER (425) 672-2084 FAX EC ELECTRICAL CONTRACTOR i PRE FABRICATED CURB EER ENERGY EFFICIENCY RATING CURB BY MANUFACTURER RIGID INSULATION AS UNIT RAIL EFF EFFICIENCY/EFFICIENT 40" FILLER TO SUIT PROJECT#13-158 FIR FLOOR REGISTER INSULATED DUCTWORK GC GENERAL CONTACTOR ROOFING, ROOF CAN STRIP, \HSPF HEATING SEASONAL PERFORMANCE FACTOR (, ,-.-. RIGID INSULAND FLASHING REVISIONS' LAG SCREW TO JOIST(TYP S HWR HIGH WALL REGISTER _ STRUCUTRAL JOISTS 16 GAUGE WELDED I >� HWG HIGH WALL GRILLE --- STAINLESS STEEL 1 HOUR SHAFT BY DUCT(TYPICAL) GENERAL CONTACTOR ROOFTOP I.E. INVERT ELEVATION 1"MINIMUM HANGER EEL UNISTRUT --- IPLV INTEGRATED PART LOAD VALUE .STRAP('TYPICAL EVERY 10') 3°MINIMUM PRE CURB SUPPLIEDED ROOF BY AC UNIT 3/8°ALL THREAD CLEARANCE 12"MAXIMUM—. — UNIT MANUFACTURER LWR LOW WALL REGISTER VOLUME DAMPER -•L`" - ..__>::__.�, LWG LOW WALL GRILLE METAL ROOF DECK STRUCTROOF DECKURAL SEE - METAL CLOSER RANGE HOOD BY OTHERS DRAWINGS FOR ROOF MC MECHANICAL CONTRACTOR `�`v ii x ... �.... i.... .. SUPPORT AT CURB MECH. MECHANICAL 2 KITCHEN RANGE HOOD DETAIL OFCI OWNER FURNISHED,CONTRACTOR INSTALLED �� \\vJ 'vx 2 SCALE: NTB 3 ROOFTOP UNIT CURB DETAIL e POC POINT OF CONNECTION I6+M/ M7_ SCALE NI5 N TYR TYPICAL HIGH WALL REGISTER ...... FAN SCHEDULE U.O.N. UNLESS OTHERWISE NOTED - COUIP -I ESP. FAN MOTOR 1 SHEET TITLE: i WC1 PLUMBING FIXTURE TAG 7A- 1`0fi6.'Y00ELNU--R CFM INCHES HP/ I NOISE DRIVE CONE GUIiAT1UN VVEIGHT AREA SERVED REMARKS i w,G_ WAITS VO T� P'I dBA esa COVER SHEET la7EQUIPMENT TAG 1 TYPICAL HWR DETAIL �F G3EE2 E CL _ EL$5'rG 340 0 S ,..4 1.... 5tr ERECT CAL?F Vv OMEp c'JENS RR ] 2 g 4 S M7.0 NITS „R.E 6RCA.�.'=43 100 025 87 S<b 7 DIRECT S%a£..k,.,„PROP 226 RE..TR ?'U.. _. 345 NOTES I ,,mOTOR?ED BACK FLr"N DAMFER �. FUG NOTE 2 CU..'r�. .E"TS TO FAN A ITH APPROVED F WE,'JB-E CONNECTORS CONNECTION(NECK)SIZE 3 NIOU',7 FANS 1.AC.-01?CAt4CE WITH MANUFACTLRERS RECOMMENDATIONS AND CLEARANCES. 4,PRvvCE FAN'r1€`SPEED CIENTROCLER. 10"0 COL TYPE(CEIUNG DIFF.LAY-IN) S,FAN STAR-;STOP 4r TN TIME CLCCF CCORDII•RATEC VwsTx OCCUPIED HOURS. 300 CFM FLOW RATE(CUBIC FEET PER MINUTE) EXISTING ROOFTOP UNIT SCHEDULE �-3"(125) FIXTURE UNITS or BTUH I_., - CODLING D"TA HEATING DAIS ��r-zr A�'G°t MODEL ID(.v�HC,R�_.��.ss<.,� SUPPLY FfiJ DdTP. K � I <� CTRICAL DATA-- ',';EIGHT REMARKS PIPE SIZE TAO TONS A F VCFP1 ESP inV1G HP IA;,TCS2 R TOTAL SENSIBLE P.1EH ',sRu'T bTitH OUTPUT BTIkR AFUE =er PN MCA 1LS: _.'E _ ._ I _ ._ _,..._ ._ _____ .. _...® —... m _�_ ......... .._.�_ _ DETAIL NUMBER -. ,,, .. .,3 t` <x ULUG I1 !77 I1,F c} ,•, ,;', i.LD 10 2 :iELT � ..1114 &10 209 161 ....2 1 SHEET ON WHICH DETAIL IS DAWN 2 Y.:x UAYA TPdaN➢dOB t,J4r'+ _ 'S00 1.0 1 BELT d`u 5S 80 63 Ti°L 296:230 3 25 9 i,pD 1 2.3 CW PROJECT ENGINEER: SECTION INDICATOR D VERIFY OUTSIDE AIR EC 1 1 ER rS C'.PRDVIDF OUTSIDE AIR ECONOMIZER 6Cti JLT _ING PREFOR,IANUE IS RATE a :.;_ .T.a..F EIITERING'DRY BULB 67'EHTERING,.E ^ULB SHEET ON WHICH SECTION IS DRAWN ?FIELD VERIFY RETURN AIR DUCT 5,1 T� _ Urt aS-LESEt,T IG TIOT PLEASE PROVIDE RETURIt AR DUCT SMOKE DETECTOR WITH AUDIBLE AND VISUAL ALARMS,STALL PER IMC 6662'2 DRAWN BY: 1 .....- _._ _.. __. .. ...._. .._. _.. ... NEW GAS FIRED PACKAGED ROOFTOP UNIT SCHEDULE I SIR REVISION TAG EQUIP, mmI MODEL AREA SERVED DSC-AROE NOMINAL SUPP_Y FAN DATA OU`510E A P, ECCJ4 CODLNG,DATA HE:AIING DATA j, E.ECTRICAL DATA ,E1.--7 NOISE REMARKS �1 TAG TUNS AIRFLOW CFM I ESP n.ZT,G I R P MOTOR DRIVE C°aA CYCLE YJTAL 111E SE IS 11.BH SEER rEER INPUT MB4ii OUTPUT MBh AFUE I%I MCA 'V-'S'_TS PH �LBS} OBA ' 12/3/'2013 DATE I ts'U 3 - TRANE YSCO48 I LCUNGE ? N 4 C 1.600 Q 5 1 DIRECT 4110 6b 63 G 79 0"ro..�.. Z74 234 3 626 a1 :."s 4 5 6 T W... ..._ ._._.. ....... .-_,...._.,m,m, .. . , ' COMPUTER FILE NAME NOTES' 1.PROVIDE UNIT VOTh 1E0 e FULLY MODULATING ECCNOMIZERANDALL REOIJLFE.DC4lNTROLS 2.PROVIDE UNIT WI-HPC VEREO EXHAUSTFAN, 3.COOLING CA PACI"r RATINIS AT S',"F OUTDOOR,80DB'67WB ENTERING AIR F O 4,PROVIDE WITH FA„OR 1 ROOF CURB c 5.PROVIDE WITH ROOM SENSOR AND CONNECT SENSOR AND UNIT TO 7-DAY PROGRAMMABLE TSTAT 0 m ems euann AR04TW ,PA ✓ + l�o n 6417 T ' _ _ _ _ is _� --- - - - r.......� r -- E -_ ___...L - _ r .. __ a.. _ ...... t r xs G 1y CARLETTI ARCHITECTS P.S. 12 HW , ,-... . ,� i �TYP G5 33C ° RL p TION O architecture,planning,"mterio design P.3 %' - �... c 116 EAST FIR STREET 22x6 HNG "C� ' 27,Xi6 HWG SUITE A " -: 6reFM t, 'yG✓ ✓ 31cvu MOUNT VERNON, WA. 98273 (TYp.s (T1P.�1d r.____ ..(_ .. _ Phone: (360) 424-0394 7 _ _ ( ) Fax: 360 424-5726 \i Bkn DINING , t O I 3 - C— ��I A REMODEL FOR: KEY PRIVATE BANK II 204TH STREET PLAZA 180 i N / 7705 204TH ST NE o c, 0 II 0 ARLINGTON, WA r env ! 18 (N)RTU-3 ,. , ON ROOF CONTACT: ROBERT MORENO 1 ; KEY BANK 360-527-4466 ,; L — J -------�' 8m _ ( ! RICE GROUP,Inc. 18 --� - -� /` Consulting Engineers -/ (E)RTU-1 22 <<,,, 180 O �OP01uite 120dar Valley Road _— _ l —�i� �. _ - ! Lynnwood, WA 98036 (425) 672-2084 FAX 30x12 HWR rF 75 CFM j i -fit - X1 s 'y i ........ .......... I l� �7J .. i' i 1 �< � 000 FM PROJECT#13-158 mmmm'//�// OG,nD/O///,m 12 ICK...UP s 1. ` 8'0 COL' 8 _. -- ......... ............ 1110'CFM _ ...... 24z12 HWR i ....... r CFM :>__1 K ` .,....� I 18m WuME:` a ; (TYP.2 Cj .. '•> TTCHEN HVAC EQUIPMENT REVISIONS: (N)MAU-3 I C— `� SUPPLIED 8� ITCHEN 10" 1_ -- ONTRACTOPo "O CDL C E)RTU 2 ......................... 00 CFM .._ 0/' L 'I 24x12 CCL ( .3) 72001C CGD t� ( 400 CFM 2W2 100 14X12 18X16 % _........ "P 2 / 14Xi2 a� 1G��—�_ ,/ -✓ KITS EN HOOD- I"--_:,. __------ ;. .......... r-- .HOOD 1 .....:....... I ® " , 3 2oX18 UP To EF /, ---' C7 0"m UI"' r _ / :,� / TRANSFER FIELD VERIFY CONNECTIONS i ,. - ,// _ '. TO MATCH HOOD PER SHEET K-6. lOxJO CGS! TO EF-1 l ti r1.75.-CFM T DUCT 8"0 THROUGH (ttP 2) EXISTING ROOF PENETRATION T-1:T-2 T 3 I . SHEET TITLE i VENT,THROUGH ROOF PER .. F-2 /�J, I! WH MANUFACTURERS RECOMMENDATIONS HVAC PLAN AND PER MEONANICl1L CODE RE(SUIREMENTS 10 EXI' _ _. - - I � T - - , , �r �� / , // r�T�irT/ ram ; ! - k - 14 CW PROECT ENGINEER: [ ... JLT .....----- � DRAW 1 IR BY: PLAN ( CHECKED Br NORTH W12013 1 HVAC PLAN BATE 0 2' 4- 1. lvp /1-1\ L 1 1 1 COMPUTER FILE NAME GRAPHIC SCALE: .... I V I 2 . 0 COP1'RIIXf+ =2 CAIBM AR6MIMM P.P.S. MARY GENERAL NOTES: \ DAYLIGHT ZONE-PRI ( /' ',� DAYLIGHT ZONE-SECONDARY 1. LIGHITING-PROVIDE ALL LIGHTING FIXTURES,ASSOCIATED CONDUIT,AND BRANCH GRWITING AND CONTROLS _1— _. AS REQUIRED BY 2072 WA6HINGTON STATE ENERGY CODE,SEE LIGHTING SUMMARY SHEET AS A GUIDE. -"- -- - —n - - T T �l// j ( B 2. REFER TO KITCHEN DRAWINGS FOR ADDITIONAL SCOPE OF WORK,SPECIFICALLY: K-2 EQUIPMENTSCHEDULE K-3 ELECTRICAL ROUGH-IN PLAN' ( ; < +. Y f- } r<�� .... F2< /% _`v '-' d 3. REFER TO ARCHITECTURAL,STRUCTURAL CIVIL,i MECHANICAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. ,,•: „ l ... .................Z F6 ......... .......- ' � , i! / f ' F2 t bARLE8T1 ARCHITECTS ^S= arch re,Planning,interior design 4 PERMITTING,PERMITG.PLAN REVIEW.INPSPECTIONS.ASSOCIATED FEES.ETC.BY CONTRACTOR. / �j � � � `^ ' ""' < < '4<.:- \ \ �/�-: d fir' tr �i 116 EAST FIR STREET 5. PROVIDE ADDITIONAL CODE REQUIRED RECEPTACLES NOT SHOWN TO MEET NEC.STATE AND LOCAL CODES. 3 ,._' / l - �,/J / J SUITE A MOUNT VERNON, WA. 98273 6. FIRE ALARM SYSTEM-PROVIDE CODE REQUIRED FIRE ALARM SYSTEM. CONTACT LOCAL FIRE MARSHAL, AND CONFIRM REQUIREMENTS PRIOR TO BID.ALL PERMITTING,PLAN REVIEW,APPROVAL, ETC.BY CONTRACTOR _ Fax: 360 424 5726 7. SEE SPECIFICATION FOR ADDITIONAL SCOPE OF WORK. -- ' LIGHTING FIXTURE SCHEDULE \� 4 TYPE DESCRIPTION LAMPS MANUFACTURER VA Electrical Consultants,Inc. Ft 2X4 RECESSED FLUORESCENT WITH ACRYLIC LENS 232W 76D 61 19015 36th Avenue West,Suite E 18 --_ ...\ ...._._. .� .! Lynnwood,Washington 98036 F3 / /(l F2 F2 - '{. Ip i! / -"'\ ;,':a,.,� Phone 425 775-1799 FAX 425 774-9870 FiA 2X2 RECESSED FLUORESCENTWITH ACRYLIC LENS 3-17W TBD 81 'y. '" T '.� {�.�. ...._ '\ ;j g,.. I ) \\ Fz<v ,, — 78 F2 PENDANTUGHT-LED 30W LED TBD 3q I � � ��— ,'`. � `.�� a :. � � i ...' � rr - - � = �1 — 1 A REMODEL F3 PENDANT BOWL-LARGE LED 123f.-ED TED 120 ::::: ::::..:: 'I _ f ... ! L FOR. t - < KEY PRIVATE BANK MAX-- 4 i z .. e' J' ....:::: F4 SURFACE CYLINDER DOWNLIOHT-LED 3 'J LED TBD 3p ! 204TH STREET PLAZA _.... __ - Max 7705 204TH ST. NE ARLINGTON WA F5 RECESSEDDOWNUGHT-LED 30WLED TBD { �` . \ F7 ( !}\ MAX F2 r_. \. F6 SCONCE-FLOURESCENT 2-13W. TBD 30 CFL F7R 2 ' F2 CONTACT: ROBERT MORENO F7 4-0"LOW VOLTAGE TRACK W7 MIN 4 HEADS "OW ISO 200 �' � 3w % \ F2 360-52KEYBA - 1.....; 360-527 4466 PARNEW F7A 8'-0'LOW VOLTAGE TRACK W 1 MIN 6 HEADS 6fi0W 1B0 -� '/ PROVIDE 3GINA CURRENT LIMITER PAR ""}1�! p� - FB DECORATIVE VANITY SCONCE 60W TBD ( � ^: C �/ ...... . L A. .1 3dF F4 22 ) F2 �O FIXTURE SCHEDULE NOTES: + Fl r, r PROVIDE NEW 1. FIXTURE SELECTION AND FINISHES BY TENANTYARCHITECT.LEVEL OF QUALITY SHALL BE i_Al I TO PNL P I DISCONNECT COMMERCIALJSPECiFICA11ON GRADE- I .....z; f -- SWITCH (- 2 PROVIDE ALL MOUNTING EQUIPMENT SEISMIC BRACING,ACCESSORIES,ETC,FOR COMPLETE INSTALLATION. - F6 {I , ............ ....... ! ,.....,� ,, ......may EXIST ... F7A.... 3. COORDINATE FIXTURE MOUNTING HEIGHT IN FIELD WITH GENERAL CONTRACTOR AND ARCHITECT. � t ! �� ,' �;� `1 1 ""TD_1F2 F2 %f I � 4. PROVIDE UNISTRUT GALVAN=STEEL CHANNEL FOR MOUNTING IN EXPOSED CEILING AREAS. t L� f. T %' / / :! 2 � (ROOF) EXIST.DISC. O F4 Y \ 5. FIXTURES SHOWN IN DAYLIGHTZONES SHALL BE DIMMABLE.PROVIDE ASSOCIATED DRIVERZALLAST " "^- - J / % :iii; J RECONNECT —1 Ff TO PANEL P K-(,o I "t -524 AND CONTROLS AS REQ_PR 0 BY WASHINGTON ENERGY CODE. .T f 1 "' : -- EXIT I12 hie G w "J5 �I F5 F1A I �5 � � _ F1 RTU 2 II LO REVISIONS: I�... ..................... RA EXIST.METER CENTER ELEC RM SPACE 101 ...- EXIST.DISC: la - 800AMP,208/12CV 3PH 4W ..__� ,I MFR: RYCO ELECTRIC PRODUCTS,INC; NEW FEEDER ! ` J r a ,, '0FS _. { I'.A__� 65K AIC ! 2-1/2"C-4#3/0 Cu,. / A - 1 1 #6 GND --t'�A-N'�c:- FR'W'_2__-_ .... F8 : I , 106 ... F `.,J1G NEW NEW I 4 .. �U�-,, J % ! j I � �-µ T T t�;�AI N PULL 1 101 103 ! PANEL P PANEL K F_1 / FS /r SECTION M O O 20CAMP 200AMP ( I-. ..--- '-Q F5 :! (R 00TO �) MLO MLO PNL P 2082 I /1 OV 208/120V :— =r r-r !; ,- t EXIT 3PH:4W 3P4: 4N --- --- IRON 04 10 102 NEW RIONFROPLLL lf t FUSED PULLOUTS 101 104 103 101 S 102 EXIST. ( 2-S RQCV' .-C-JI F1 % . ' F1 & Jt,. RY 'F+ ,F !F1 F1 --- --- --- -_.:- HOUSE PNL ... j ,: „-.. -..,:: fi- -- - - .°— ✓�. (TYPICAL) SHEET TITLE: ................................. I- C TO PNL P_ 1 3 t�� ---- F1 � ( ; EXIST.FEEDER --- !-�— --.. --C--- --- ----- _XI EXIST. _.. ;,: .< �N* '-- — / ELECTRICAL PLAN 111 r 111G_- = -1111 _.,1111 __ Y' ; '/ " ?' '//,' ! _ 1. — A PARTIAL ONE-LINE DIAGRAM j TO PNLP 1 / ( ti __ _ SCALE: NONE t EXIST. ++, METER 'V '� t r r � n iI G f CENTER �.. \ / L ` \ 4 1 U NEW PANEL P I (EXIST.PNL LOCATION) NEW PANEL K ......-.._ ._... /1 0,. +.. m . Y S MBOL LEGEND i EMMANUEL DIAZ `. ._ ......... ....... :.= PROJECT ARCHITECT: 2'x4'FLUORESCENT FIXTURE,RECESSED O DOWNLIGHT-SURFACE OR RECESSED DETAIL NOTES: 2'x2'FLUORESCENT FIXTURE,RECESSED � VANITY FIXTURE > UTILIZE EX:S-IN AVAILABI_:- trLILR S „4 /i CA-3P FIISFD 3CITSJ'.TC-P'JI_LO'JT --7{I MARK PEEPLES DRAWN BY: FOR\LN-AN-L. ROM-DE A I NF 1111R1] 0 tt „P.1G\S 10 EXISTING METER CENTER, v o TRACK LIGHTING FIXTURE NEW M R, I ( 0 ACLOMM I)A-I. CO2M)NAi_WI IH MANUFACTURER. Pic COMBINATION EXIT SIGN/EMERGENCY LIGHTING UNIT CHECKED BY: Q LIGHTING FIXTURE-WALL.MOUNTED D ......._. _ 2 REP-ACF XISTT\6 FA EH WHl \LN AN,('C\\LC LXIS-ING FEEDER TO NEW PANEL. ------ ---- — --- -. EMERGENCY LIGHTING UNIT - - - ❑' FUSED DISCONNECT SWITCH,NEMA 3R CONNF I XISI NG IRCU.-S N01 BEING VOVEJ 0 NEVI BREAKERS AND NEW 12/23/13 PENDANT MOUNTED FIXTURE-SMALL CIRCUI.S RE?UIRE�AS PART OF TENANT VPR0VFMCATS. PROVIDE ALL DATE ASSO IAT D EOIPMENT E M DA C CCNV❑T-0 �M MANUAL MOTOR STARTF4 WITH THERMAL ETC.TO ACCOM 0 N ® PENDANT MOUNTED FIXTURE-LARGE OVERLOA3, NEMA 3R IF OOTSIDE 1, 13079 TABLAS E1.O.DWG D PRCVI AN U\SW. CHED DEDICATED 12__ 20AMP;V. f VIDc 2.A 1#10 GND) -- "- COMPUTER FILE NAME FR01 H(U F'('N I( NN,^,.;RNF4,,^,F S. F"012 DDCJ 'OV1C'2CA 1°^•'RCUIT --- "-- _-- BREAKER AT IICNXF A\F.-,AND LOCAL DISCONNECTING MEANS AT DDCV. COORDINATE " ELECTRICALEXACT LOCO rc-OJIREMENTS WITH CIVIL DRAWINGS AND WITH GENERAL PLAN CONTRACTOR-'qtoR 1 BID. COPYRIGHT 2012 CARLETTI ARCHITCGTS.P.S. STRUCTURAL NOTES GENERAL DESIGN CRITERIA (VERIFY) All work shall be in conformance with the 2012 Edition of the International Building Code(IBC). Loads: V3s=85mph,ExposureB NOTES,R Wind FY DIMENSIONS OFR1U,MUA CARLETTIARCHITECTS P.S. Earthquake Design Category D 2.WELD ALLLCCONNEECTTIiONS WI C. ardrleacture&planr ft Roof Live Load 25 psf(snow) (N)L 3 x 3 x 3n6 3n6^FILLET BOTH SIDES. Roof Dead Load 15 psf 116 East Fir Street, Suite A Mount Vernon, WA 98273 FOUNDATIONS NEW ROOF IQ All foundations are to beacon undisturbed native earth with minimum allowable bearing pressure TOP OR Phone: (360) 424- of 1500 psf. Exterior footings are to bear a minimum Of 1'-6"below finish grade below organic MAKE UP AIR UNIT Fax: 360 424-5726 726 TO surface soils. Backfill is to be compacted to 95%of maximum density per ASTM D-1557. FACTS CURB Provide a minimum of(2)#4 continuous at bottom of all continuous footings. x x 9 „" (4)3/5"DIA THRJ 5OLT OR CONCRETE Y X X Y EXISTING ROOFING ALL THREAD,(ONE EA CORdER OVER METAL DECK OF UNIT)BOLT FACTORY CURB To Concrete strength is to be f'c=2,500 psi with a maximum water/cement ratio equal to 0.67 for r ANGLE FRAME THRJ METAL DECK non-air-entrained concrete and 0.54 for air-entrained concrete. Minimum sacks per cubic yard to W GG Go be 5.5. V4�04 wasg0 2 p' CONCRETE REINFORCEMENT NOTE: Fm All reinforcing steel is to be ASTM A615 rode 60 60,000 psi). Minimum concrete cover for 5-I I EXHAUST FAN OVER Hoop, 9 9 (fy P ) (N)L 3 X 3 X 3A6 SIMILAR DETAIL reinforcement:3"for concrete poured against soil,2"for formed concrete in contact with soil. f WELDED ANGLE FRAME 18452� IT Extend horizontal wall steel to 2"from outside face and lap with elbow bars(30 diameters)of JOIST IF a 2Y 5'-®^�,STEEL i SUPPORT,SEE F1 J m*� same size and spacing. M)L 3 x 3 x 3A6 VERIFY FOR ROOF TOP EAN T IQJAT,4�' DETAIL THIS SHEET Slab Reinforcement: Rigidly support steel using concrete blocks or chairs manufactured in accordance with CRSI standards. Nonstructural slabs on grade are to be a minimum 4"thick PLAN VIEW A REMODEL FOR: placed on gravel fill and reinforced as shown on the plans. Interior slabs on grade are to have 2 NEW RTU d MUA DETAIL KEY PRIVATE BANK approved vapor barrier with proper sub-grade preparation. 204TH STREET PLAZA STRUCTURAL STEEL 5-I SCALE:1/2",r-m^ 7705 204TH ST. NE Structural steel rolled shapes and plates are to conform to ASTM A36,Fy=36,000 psi. Structural ARLINGTON, WA tube columns to conform to ASTM A500,Grade B,Fy=46,000 psi. Machine bolts and anchor bolts I NEW RTU,MUA E EF FRAME are to conform to ASTM A307,Grade A,with nuts conforming to ASTM A563,Grade A,hex type. 5-I SCALE:1/2""P-0" Welds not shown are to be 3/16"minimum continuous fillet. All welding is to be performed by WABO certified welders using fresh E70XX electrodes. Bolt hole sizes are to be in accordance with CONTACT: AISC specification. ROBERT MORENO Shop prime all steel except steel embedded in concrete. Exterior exposed steel is to be hot-dipped KEY BANK galvanized. During erection,shore and brace structural steel as required due to condition of 360-527-4466 installation. Expansion anchors are to be Hilti carbon steel Kwik Bolt-II or equal. When substitutions are used,the Contractor shall submit manufacturer's literature to the Architect describing the expansion anchors and listing IBC recognized allowable shear and tension values. 3n6 EMG NOT:PROVIDE 4 CMU WALL N GRDUT DETWEEN TWEEN FRAME 1 8-I CMU•HEAD FOR (E)CMU SOUP BEARMG N01E: NEW VF1'OPNG s WALL rCHU CUT LINE, DOOR DIMS W/ L 3 1/2 X 2 IR X V4 �SEE WALL ELEV OPNriFLFLFLT ARCHr'L DOOR FRAME 12-524 3/8"DIA BOLT, PHOJEC I NUMBER: NEW EXTG TOP r DRILL 4EPDXY DOOR SLccNc SLAB r G�RMOUT,,TO�o E SECTION e HEAD REINF WELD To ANGLE, (JAMB SIMILAR) REVISIONS ExTG 9 GRIND SMOOTH NOT TO SCALE PROVIDE SNUGCCNC 1-15-14 PERMIT SET FIT BETWEEN CONC SLAB AND HEAD ANGLE PROVIDE SOLID 5EARING DOOR FRAME TO EXISTING CONCRETE NEW CMU DOOR ELEVATION s-1 SCALE:1/4'=r-0" 4'� CMU DOOR FRAME DETAILS S-I NOT TO SCALE SHEET TITLE: INSULATED FREEZER WALL, BEE FREEZER DETAILS STRUCTURAL DETAILS SLOPE TOP 4"THICK CONCRETE SLAB (E)STEEL ROOF DECK OF STEM WALL W/F15ER MESH REr F OVER W/CHAMFER CONT INSULATION 5'-0"(VERIFY) FNISHED GRADE -. --... ....., 3/8"DIA HOOD 31, HANGER ROD, _ CONDITION END END (ONE ROD PER SPAN) �CONDITION 411 THICK CONCRETE E SLAB-ON-GRADE,REU•F W/ 1 4010'Or-EA WAY 4 X 2'-411 a X-OC,DRILL UNISTRJT PI000 1 EPDXY 4"NtTO CONC •EA LINE OF HOOD PROJECT ARCHITECT: 3/S"DIA BOLT THRJ HANGER RODS 3/5'.DIA DOLT THRIJ IS";X 6"THK FTG W/ STEM WALL,LAP SLAB REINF EOTTOM CH STEM CHORD OF(E) 50TTOM CHOFV OF(E) 4 COLT W/6"THK CGG STEM WALL W/ 4 s I2"a STEEL JOIST STEEL JOIST EACH WAY DRAWN BY: CGG CHECKED BY: FREEZER SLAB DETAIL 0 HOOD HANGER ROD DETAIL 5-I 3/4""1'-01, 15 JAN 2014 6-I SCALE:I IQ"•I'-0" DATE COMPUTER FILE NAME S - 1 L COPYRIGHT—2 CARLETR ARCHITECT$P.& IN A PORT/ON OF SECTION 11, TOWNSHIP 31 N., RANGE 5 EAST, W.M. {7 N•H,1 1M1 � , _ Rrn brr4� I ry LEGEND _ rc EXISTING RIGHT OF WAY LINE -- PROPOSED PROPERTY BOUNDARY NO SCALE ---ASBUILT ROAD CENTERLINE - ------PROPOSED ROAD RIGHT OF WAY 3, .Y EXISTING ROAD CENTERLINE — PROPOSED ROAD CENTERLINE 2' ,. vl TING PROPERTY LINE -- PROPOSED PROPERTY LINE(INTERIOR) = � 5• 1%MIN.OR IA, I,, ,I,A•'"` o EXISTING PROPERTY CORNER y PROPOSED SIGN 2:1 MAX SLOPE As MDICA7. V CONCRETE -EXISTING STORM DRAIN •.,<. " SD PROPOSED STORM DRAIN T EXISTING THE 2 CB ® PROPOSED STORM CATCH BASIN TYPE 11 1 T • r r EXISTING TYPE I CB 0 PROPOSED STORM CATCH BASIN \/\/ I'.i,n,a•r�e,. °• '.'t- -EXISTING SANITARY SEWER sg PROPOSED SANITARY SEWER EXISTING SANITARY MANHOLE PROPOSED SANITARY MANHOLE /\�/ COMPACTED SUBGRADE EXISTING WATERLINE PROPOSED SANITARY SEWER CLEANOUT s,..I,>I 1„r„M,ceo,A,•,a,,: EXISTING WATER VALVE W PROPOSED WATERLINE (2)<14 NEW ENTIRE LENGTH 8'MIN.GRAVEL BASE COMPACTED ►�EXISTING FIRE HYDRANT PROPOSED WATER VAL If FOR 0.5'HIGH CURB.FOR N F o-«r•.,.. o EACH ADDITIONAL 0.5'OF CURB TO 95%OF MAX.DENSITY. EXISTING GAS LINE + PROPOSED FIRE HYDRANT HEK81i ADD(1)14 RE&R. PROJECT ECT EXISTING POWERUNE �(' PROPOSED AIR-VAC RELEASE ASSEMBLY J EXIS17NG FENCELINE rr PROPOSED BLOW-OFF ASSEMBLY GENERAL NOTE SITE ,;, EXISTING EDGE OF ASPHALT UI'--PROPOSED UTILITY TRENCH AREAS NOT ADIACENT TO PROPOSED ASPHALT AS INDICATED ON THE SITE PLAN SHALL NOT HAVE y, A THICKENED CONCRETE EDGE,AND SHALL BE CONSTRUCTED AS INDICATED. ALL CONCRETE EXISTING CURB&GUTTER c PROPOSED GAS LINE SIDEWALKS SHALL BE CUSS 30DO. SIDEWALKS NOT ADJACENT TO PROPOSED ASPHALT SHALL BE EXISTING CONCRETE P PROPOSED 4'CONCRETE OVER 6'GRAVEL BASE WITH THE SUBGRADE PREPARED PER SPECIFICATIONS. ^�•.!. EXISTING ASPHALT PROPOSED CURB AND GUTTER CONCRETE SIDEWALK AT GRADE DETAIL rA r. EXISTING GRAVEL ', � ,:.•.•� PROPOSED CONCRETE NOT TO SCALE 1 -----29-----------EXISTING CONTOUR IF INSTALL 1-B.x 6'HOT TAP VICINITY MAP 1-6•Rx MJ GATE VALVE 39 LF 6-D.I.TO VAULT(RESTRAINED) ____- _- _--__-_'>r__-_- -- -__ _- _-- C.� \ __----_ _------_- C 1 REMOVE AND REPLACE i 1 EXISTING CURBS AS 1 I -- -- CONNECT B.EXIST.6' NECESSARY.TYP ^ PVC WITH 6'x8' �. '�� - -- -- -- I I SADDLE TAP PER CITY DETAIL SS-100 �.A10' i i .11 1 i3 ___) I _- i I . REPAIR PER DETAIL D 2 g PROPOSED CONCRETE / I I __-__-__-_ 1 V _-____-_-_- - - -_.-��_-H.-�--_ -- L,',1p 2SIDEWALK0 1 _--_- PAIR% 12 DETAIL D PER DETAIL A/1 J __-.I I .-- --- i igC SAWCUT REMOVE AND -------' _ ti, _ MN(510P�2� _ --'-;I------ __ _, I I$�REPUCE E%ISIING �/ _ I I . _ I I ASPHALT AS SHOWN,TYP. ' ----yl-. - I 1 REMOVE AND REPLACE • _ - •,- J L_ 26 LF 6-PVC,S-0.0200 _ A _____ __- (I�N.SLOPE) - - -- ___ I PROPOSED 15(HI GALLON GREASE _ _ I NE CESSARY,ttP wl ASPHALT ro INTERDEPinR vAI1u SYSTEM,UTILITY - 1 S�BE REMOVED TO P 1 - VAULT MODEL 1111-GI OR 1 I TO REMAIN ...ASPHALT TO BE ROAM 1 ENGINEER APPROVED EQUAL REMAIN . t•I 1 I- RNSE I IE 6'PVC OUT,`IE 6-PVC112562 1 I, CONTRACTOR TO REMOVE Z .. I _ •• n 1 i 1 INSTALL; EXIST 1-6-DCDA IN VAULT PER DETAIL A/2 TO FG 8 Lf PVC,4.0.0200 - --- EXIST. PROPOSED BUILDING AND CITY DETAIL W-110(CITY DETAIL ASPHALT UP TO CONC PAD. EX.SIDEWALK , ADDITION SEE ARCH. IF NECESSARY,CONTRACTOR I1 PUNS SHILL TAKE PRECEDENCE SHOULD AND SHALL COORDINATE A TEMP. , Or BETWEEN THE TWO DETAILS COORDINATE BUILDING ___...._ DlMP51ER LOCATION WITH 1NSTAL INSTALL 6'C 0 PER CITY ENTRY WITH ARCH. DETAILLS'S-,0800§WYE, p�S OP VAULT ELEV.-129.43 1 OWNER AJWI TENANTS PRIOR DETAIL SS-OB/0 0 BLDG.IE O DISTUNING ACCESS O IT. IE 8'PVC(-125.84 I 6'PVC.126.00. 1-4 P.X MU ADAPTOR INSTALL 8 LF 6-m R VERIFY LOCATION AND DEPTH EXIS11FxG BUILDING S-0.0200 t$BLDG. i WITH DESMN/BUILD PLUMBING �. 1.51F(WEST)4'D.I.TO BEND CONTRACTOR PRIOR PL ..XJSTING BUILC)ING RESTRAINED CONSTRUCTION.INOTIFYTO I-9O 4'W D.I.BEND RESDUMED CONSTRU LION. Y It LL(NORTH)4-D.I.O FDC RESTRAINED ENGINEERSHOULD AN1'EDIATON5 1-4-FDC W/(2)2-1/2'PORTS PER 1 I BECOME NECESSARY. DETAIL B/2 B 1 1 LF V D.I.TO BUILDING(RESTRAINED) 1 1 1 , I i I � I _ ---__I, 1 1 1 INSTAL 1 I I 1 1-2*RPBA W1LKINS MODEL 975XL IN 1 HOTBOX MODEL H82,OR STATE APPROVED EQUAL,PER CITY DETAIL W-130.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE OWNER, PROVIDING POWER FROM THE BLDG TO THE HOTBOX,AND ENSURE BOX DRAINS TO STORM SYSTEM. L1 / -- - APPRO%LOCATION I 4 e II EXISTING CONDITIONS & DEMOLITION PLAN 20 20 PROPOSED SITE IMPROVEMENTS 20 20 l`v SCALE: 1h, = 20 32 / 6a/5TE0.E 0 SCALE 1" 20� Se ONAL E0.p2 NORTH NORTH CALL 48 HOURS ,/ Development P SHEETDESGPIPTION DRAWN K TABLAS UTILITY IMPROVEMENTS 13081 WN8 PRoiEcr ENoun(G S BEFORE YOU DIG %Nmen lOPMETrERuES DESIGNED BY P.SEVERIN /DBNO. FOR DRAWING NAME 1.800.424-5555 P.O. Box Taos . 1TTT Cleveland Avenue, Suite 2oz PROPOSED IMPROVEMENT PLAN CHECKED BY P.SEVERIN 13081ENGdwg Mount Vernon, WA 98273 REIDBODK/PAGE• CARLETTI ARCHITECTS SHEET N0 DATE Tel: 360-404-20T0 Fax: 360-404-2013 DATE JANUARY2014 INAPORTIONOFSECTION17,TOWAMJP91A4RANGESMST,wA4 ARLINCTON,WASPRNGTON 1Of,3 IN A PORTION OF SECTION 11, TOWNSHIP 31 N., RANGE 5 EAST, W.M. 7,75' DCDA VAULT SHALL BE A URLNY VAULT 675-LA WITH VALVE BOX LID TL-2-332P SPRING ASSISTED TOP(H-20 TRAFFIC RATED SEE NOTE 1 _S� y 2' RATING x 2"HIGH UD),IN THE EVENT THE VAULT DRAIN CANNOT BE GRAINY REQUIRED PAVEMENT DRAINED TO THE PROPOSED STORM SYSTEM 3CY OF WASHED OPERATING NUT SAWCUT(IYP,) RESTORATION PER R/W USE PERMIT ROCK SHALL BE PLACED UNDER PROPOSED DRAIN SURFACE RESTORATION EXI_ _ PAVEMENT 1/3 TOTAL AS SPECIFIED(SEE SURFACE 6'UNIFIANGE LENGTH NOTE 3) 6'R x NJ ADAPTER i• MECAI.000ED VALVE OPERATING NUT r--------------, _ EXMD 2N SEE NOTES 12"�� 9UILDING 1 EKTERIOR WALL 01 OR STEEL TO FROM g PIPE BUILDING -� R TEE MAIN VALVE BO% CONPACTEO TRENCH NEAT UIE(ttP.) b SLEEVE SEAL � - SEE NOTE 3 BACKFILL(SEE NOTE 1) WATERTIGHT WATERTIGHT GROG S'MIN • TYPICAL AT ALL PIPE FLOOR PENETRATIONS GRADE 3/8"SET SCREW - --- -- - 1 - 4"FL SWING 4"DA x 1/4' PIPE BEDDING ZONE CHECK VALVE VALVE BOX EXTENSION MIN THICKNESS (SEE NOTES 2) � STEEL L'j8'WATTS MODEL 774DCDA WITH SENSUS METER • CEMENT-LINED 4"UNIFUINGE ALUMNUM LADDER ANCHORED W/TRPL.THE DDC TEST COCKS SHALL HAVE STRUCTURAL- QISL TO VAULT LID AND FLOOR BRASS PLUGS.OOC ASSEMBLY SRALL BE FULLY 1" SOLID STEEL STOCK FOOTING DUCTILE IRON(CLOT) h11I�+ SUPPORTED 12'MIN.ABOVE FLOOR BY THREE VALVE BOX CUSHION TRENCH STABIUZATION --°^- ^-� FLANGE AND SPIGOT 3/$'SET SCREW MATERAL, F AND WHEN PIPE 0.0•i 18" PIECE(SEE PLAN ADJUSTABLE PIPE SUPPORTS PER DETAIL C/2 DREG ED.IF AS PIPE FOR PIPE DIAMETER) SQUARE SOCKET BEODIN G). 2-1/4"INSIDE DOUBLE CHECK DETECTOR ASSEMBLY DETAIL 2-1/4"DEPTH "AMAM PAVBIAREA NOT TO SCALE 2 (1/8"MIN WALL THICKNESS) y�^ 4_.. 4"90'BEND VALVE BCD(AND 001A iM VALVE OPERATM NUT DCIINMI11 W/a THREADED NIPPLE NDM.S' FIELD LOK GASKETS/MECALUG 1. TRENCH BACKflLL SHALL BE: REQUIRED ON ALL JOINTS FROM VALVE CAP Ay�pp TD 90'.ENO THRUST BLOCKING NOM; PAVED AREA GRANULAR BACKflLL AS APPROVED BY LOCAL AGENCY,OR PER WSDOT SEE W-16O 4-03.9(3),OR CDF,OR 5/8"MINUS CRUSHED SURFACING,OR APPROVED NATIVE MATERIAL APPPO D2 COMPACTED TO 95X OF MAXIMUM DENSITY. 1. VALVE OPERATING NUT EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE TWIN THREE(3)FEET £A FIRE MARSHAL BELOW FINISHED GRADE, EXTENSIONS ARE TO BE A MINIMUM OF ONE(1)FOOT LONG.ONLY ONE SEE W-420 EXTENSION WILL BE ALLOWED PER VALVE. •UNPAVED AREA:SELECTED GRANULAR F MAXI U M D SITY.MUNUO DIMENSION OF 6"Ff;R FOR CONTINUATION BI wSDOT 9-03.15.COMPACTED TO AO%OF MAXIMUM DENSITY. _ 2. ALL VALVE OPERATING NUT EXTENSIONS ARE TO BE MADE OF STEEL,SIZED AS NOTED.AND PANTED WITH 2, GRAVEL BACKFILL FOR PIPE ZONE BEDDING SHALL BE SELECTED GRANULAR MATERIAL PER FINISHED GRADE TWO(2)COATS OF METAL PANT. WSOOT 9-03.120),WASHED SAND,OR APPROVED SUITABLE EXCAVATED MATERIAL.WITH (q 3. VALVE BOXES SHALL BE CAST IRON.TWO PIECE UNITS,DESIGNED WITH DEW SKIRT(27 LIDS W/LUGS, MAXIMUM DIMENSION OF 1-1/2-COMPACTED TO 95%OF MAXIMUM DENSTY BY APPROVED E EQUAL TO"RICH NO.940"AS MANUFACTURED BY RICH OR SATHER, HAND-HELD TOOLS. 4. 4"THICK CONCRETE PAD AROUND VALVE BOXES OUTSIDE OF PAVED AREAS, 2'x2'SQUARE AROUND 3. EXCAVATE FOR THE PIPE BELL TO ENSURE UNIFORM SUPPORT FOR THE PIPE BARREL. SINGLE VALVE BOXES AND 4'v4'AROUND MULTIPLE VALVE BOXES. A. UNPAVED AREA SHALL BE RESTORED SHALL 4"TOP SOIL.FERfGHTE.R AND SEED,OR MI R AS SPECIFIED PAVEMENT RESTORATION STALL BE DONE PER RIGHT-OF-WAY USE PERNH,OR AS SPECIFIED. 4"X 3/6"IPT ROMAC 101 BS SADDLE 4"COMPANION FLANGE A. V AFWw W A., WAR11@f1 OP PeDDC WORR9 nNe N �RA1 DBIAWIMJRJ orPUR2J Rb C WO RFIe11A n �AP4 WARSWlQPP 0►FLARIN RBW G WO SIANWX OETAI _ 31FND DETAILSTANDARD RETAIL WITH 3/6"DRIP BALL ALVE .. INITIAL. STANDARD DETAILS UMKR iw>w• STANDARD DETAILS NUMBER ER WAW+W STANDARD DETAILS TIMBER x oAwR VALVE BOX AND A+mR x osN 04c FIRE LOVE UNDERGROUND 4'DI,RESTRAINED OPERATING NUT EXTENSION FLOOR TYPICAL TRENCH DETAIL W-270 ...._._ -- FLOOR FLANGE DETAIL W-22J 4"MJ X FL 90'BEND MEGA LUGGED To 4"DI FIRE DEPT.CONNECTION DETAIL 2 NOT TO SCALE 2 CRUSHED ROCK e W ORNATIVEMATERIALMATCH EXISTING AS REWIRED ROAD SECTION12• GENERAL NOTES: TRENCH NOTES: O PIPE"SADDLE SUPPORTTUSTARLL6' ESTORATION SHALL CONSIST OF REMOVING ALL ROCKS GREATER THIN O1 GRAVEL BORROW PLACED N LOOSE LIFTS NOT EXCEEDING B'IN 'IN DIAMETER,BLENDING THE TOP OF THE TRENCH WITHTHE DEPTH AND COMPACTED TO A MINIMUM OF 95%MAXIMUM DENSITY- 6"DA SON 40 STEEL PIPE,WELD TO Uj SURROUNDING GRADE AND REMOVING PLL SPOILS FROM THE SIZE. 1- AT LOCATIONS WHERE REQUIRED AND/OR SPECIFIED.THE BASE PLATE(ALL AROUND) AND HOT- -j]- PERCENTAGE PASSING THE/200 SIEVE SHAH NOT EXCEED 5X.- DIP GALVANIZE FIXLOWINC FABRICATION IF THE EXISTINGGRAVEL SHOULDER 5 DISTURBED,REPAIR NATIVEMATERW.,WHERE ACCEPTABLE,MAY BE USED.PLACE T- FIELD CUT PIPE TO FIT AND REPAIR ACCORDING TO THE FOLLOWING REQUIREMENTS: NATIVE MATERIAL IN URS NOT EXCEEDING 12 INCHES ANDCOMPACT TO A MINIMUM OF 90X(TILE TOP 4'SHALL BE CUT WTIH CALV.PAIM BEFORE INSTALLATION. 3" — 3 A. 6"OIF 5/8"MINUS CRUSHED SURFACING TOP COURSE COMPACTED TO A MINIMUM OF 95X). AIR GAP PER SECTION 9-03.9(3),TO COMPACIOO TO 95X OFV M MAXIMUM DENSITY. O 6"OF SAND,BUCKSHOT OR GRAVEL 100%PASSING THE 1/4" APPROPRIATELY SIZED FLOOR FUWGE u a^^ �.-'.I-,�; y=�$ SCREEN TO BE HAND-COMPACTED ABOVE CROWN OF PIPE. �TE�L�f B. GRAVEL BORROW AS NECESSARY TO PREPARE ROAD PER 316 S.S.CONC.ANCHOR BOLTS S2'MIN SECTION 4-02 COMPACTED TO 95%OF MAXIMUM DENSITY. S 0 O HAND-COMPACTED SAND,BUCKSHOT OR GRAVEL 100%PASSING 4 REQUIRED)(TYP) ©1 WASHIVGTON 57ATE APPROVED DOUBLE CHECK DETECTOR VALVE ASSEMBLY WWON MUST BE INSTALLED LN THE 30'MA% PLACE IN LOOSE LIFTS NOT EXCEEDING EIGHT INCHES. THE 1/4'SCREEN TO BE TAMPED AROUND AND UNDER THE PIPE. SAME ORIENTATION FOR WHICH IT WAS APPROVED.ASSEMBLY TO INCLUDE:TEST COCKS,5/4"BRASS OR THICKNESS EQUALS OUTSIDE DIAMETER OF PPE. COPPER BYPASS WITH IN-UNE VALVES AND A 5/8"REMOTE METER.METER TO READ IN CUBIC FEET,AND BE NOTE-2 PIPE BEDDING AND COVER MATERIAL SHALL BE USED IN All REMOTED TO AN EXTERNAL WALL OF BUILDING METER BOX. DIRECTION OF FLOW TRENCHES REGARDLESS OF LOCATION.GRAVEL BORROW TRENCH ® 6'OF SAND,BUCKSHOT OR GRAVEL 100X PASSING 1/4' 2 UNI-FLANGE WITH SET SCREWS OR MJ x FL ADAPTER WITH LIEGALLIG OR GALVANIZED SHACKLE TO MAIN WITH BACKFlLL SHALL BE USED IN ALL TRENCHES UNDER CRUSHED ROCK, SCREEN,HAND-COMPACTED. CONSTRUCTION TRAFFIC AREAS,AND WITHIN FOUR FEET OF THE /\ TWO 3/a"RODS.OR MJ RETAINER GLANDS FOR BOTH UPSTREAM AND DOWNSTREAM OF ASSEMBLY, ABOVE-MEMIONED CONDITIONS. =m Q TRENCH LINE. PIPE SUPPORT DETAIL 0 DUCTILE IRON PIPE(SIZED AS REQUIRED)CLASS 52. ELEVATION NOT TO SCALE 2 NOTE•3 ANY SPECIAL CONDITIONS MUST FIRST BE APPROVED BY THE � © UNDISTURBED EARTH, O TWO GALVANIZED ADJUSTABLE PIPE SUPPORTS FOR 2-1/2"DOMEIER AND LARGER PIPE, ENGINEER. O 0 SURFACE RESTORATION SLAW.BE IN ACCORDANCE WITH GENERAL QS A MINMUM♦"FLOOR DRAIN DR WALL F0011NG DRAIN MUST BE PROVIDED. OTE-4 SAWCUT EXISTING ASPHALT 1'BEYOND EDGE OF TRENCH. TACK COAT NOTE-I. FACE OF SAWCUT AND SEAL JOINT WITH CSS-1 AND SAND,APPLIED ® FLUSHING CAPABILITIES MUST BE PROVIDED WITH A 2"FLUSHING LINE DOWNSTREAM OF ASSEMBLY TO OUTSIDE WITH HEAT. 8''. I!' O IN TRENCHES WITH SOFT,YIELDING MATERIAL,AS DIRECTED OR APPROVED INTERNAL DRAIN. , O MIN 0 BY THE ENGINEER,THE CONTRACTOR SHALL OVER-EXCAVATE TO MMENS—US7� INNER[ASSEMBLY IS TO BE LOCATED ABOVE EXTERNAL GROUND LEVEL ALL BENDS REQUIRED TO LOWER NOTE•5 ALL DENSITIES FOR GRAVEL SHALL BE PROCTORED USING ASTM D- 2'BELOW PIPE INVERT AND BACKFlLL WITH 2 I/2'MINUS UL-FM LISTED WASHINGTON STATE APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY INCLUDING TWO 1557.ASPHALT SHALL BE PROCTORED USING STATE APPROVED B41AST AGGREGATE THE BOTTOM OF PIPE BEDDING. INLET PIPE(TD PROVIDE REQUIRED EXTERNAL GROUND COVER)SHALL BE FLANGE FITTINGS OR BE WITH BALL VALVES,AND TESTS COCKS. METHODS.DENSITIES SHALL BE DETERMINED USING A NUCLEAR HORIZONTAL AND VERI$Cµ THRUST RESTRAINTS. DENSOMETER CONFORMING TO ASTM D-2950, •.' ® Q PLACE DETECTABLE TRACER TAPE(M(N.1'ABOVE PIPE)PER Q WATER TIGHT GROUT SHALL DE USED IN ALL VAULT PENEHATONS. O INSULATED PROTECTIVE ENCLOSURE(HOT BOX)REQUIRED FOR OUTSIDE INSTALLATIONS, o o " o °° SECTION 9-15.18 OF THE 20H STANDARD SPECIFICATIONS. THE PROTECTIVE ENCLOSURE MUST BE PROVIDED PATH DRAINS AT BOTH ENDS OF THE BOTTOM SUFFICIENTLY AT LOCATIONS WITHIN THE EXISTING ASPHALT ROADWAY OR WHERE °oo SITED TO PROVIDED FREE GRAVITY DRAINAGE of MAXIMUM DISCHARGE OF RELIEF VALVE PORT(2"MIN). THE EDGE OF THE UTILITY TRENCH IS LESS THAN 4'FROM THE EDGE (�i� o 0 0 0 0 0 0o p o 0 0 O O9 PRECAST CONCRETE VAULT WITH STEEL ACCESS MATCH(AS MANUFACTURED f1Y UTILITY VAULT 675 LA/WA CO OF ASPHALT,THE TRENCH SHALL BE BACKFILLED WITH COMPACTED OR AN APPROVED EQUAL),COVER TO READ'WATER'.PROVIDE OSHA APPROVED HOT DIPPED GALVANIZED O DO ELBOW WITH A CLOSE NIPPLE AND UNION ON VERTICAL _ STEEL LADDER.IN LADDER IN SUCH AWAY AS TO PROVIDE VAULT ACCESS THAT DOES NOT INTERFERE GRAVEL BORROW AS SPECIFIED IN THE GEOTECHNKAL REPORT.WITH INSTALLED EQUIPMENT OR MAINTENANCE THEREOF PROVIDE A TRAFFIC LOAD RATED DOUBLE DOOR. m "rtT-mm m� ® 5/8"CRUSHED ROCK BASE(8"MIN.DEPTH). TYPICAL UTILITY TRENCH DETAIL Flom NUM: NOT TO SCALE 2 1. TEE AND GATE VALVE REQUIRED AT WATER MAN, 1. ASSE48LY REQUIRES CERTIFICATION UPON INSTALLATION AND RECERTIFICATION ANNUALLY,BY OWNER. 2. ASSEMBLY REQUIRES CERTIFICATION UPON INSTALLATION,AND RECERIFICATION ANNUALLY AT OWNER'S EXPENSE. 2. THE ENCLOSURE MUST BE INSTALLED ON A 4"THICK CONCRETE PAD. 3. TEST COCKS ARE REQUIRED TO BE PLUGGED. 3. AN ELECTRICAL OUTLET MUST BE PROVIDED. 4. MAXIMUM HEIGHT OF ASSEMBLY FROM FLOOR IS FIVE FEET UNLESS AN OSHA APPROVED PLATFORM IS 4. GUARD POSTS S44ALL BE INSTALLED IF LOCATED IN A TRAFFIC AREA, PROVIDED. 5. FIRE DEPARTMENT PUMPER CONNECTION MUST BE DOWNSTREAM OF ASSEMBLY. S. ALL BRANCH CONNECTIONS SHALL BE LOCATED ON THE DOWNSTREAM SIDE OF THE ASSEMBLY. L' $ 6. NEITHER OS&Y VALVE CAN BE USED AS A POST INDICATOR VALVE.(THESE ARE ONLY PARE OF THE BACKFLOW ASSEMBLY) 1 nIeIM W A WIT DWPABIKW OP POBPJC 7TOBRB moom P A oIM WART4W Of PD$FJC WORD aim - s. QG STANDARD DEfAL STANDARD DETAE .. -/A— STANDARD DETAILS NUMBER .. STANDARD DETAILS NUMBER • oTw TAR va00N `� DOUBLE CHECK DETECTOR ASSEMBLY-OUTRIDE W_1 1 REDUCED PRESSURE BACKPLOl1 kSSEMBLY ICY-130 1 � (DCDA)2-1/2- AND LARGER SERVICES (RPBA) 2" AND SMALLER " sT a�?� IT) ENO\ SHEET DESCRIPTION SCALE AS NOTED PROJECT /OB NO. CALL 48 HOURS Sound Development Croup DRAWN BY PLAU TABLAS UTILITY IMPROVEMENTS 13081 ENGINEERING,SURVEYING&LAND DEVELOPMENT SERVICES DESIGNED BY P.SEVERIN DRAWING NAME BEFORE YOU DIG FOR 1.800-424.5555 P.O. Box 1705 • 1111 Cleveland Avenue, Suite 202 CITY DETAILS CHECKED P.SEVER/N 13081ENGdwg Mount Vernon, WA 98273 HELD BOOK/PAGE CAR L ETTI AR CHI TECTS SHEET NO DAIS REVISIONS BY APRVD Tel: 360-404-2010 Fax: 360-404-2013 DATE JANUARY 2014 IN A POR77ON OF SECTION 11,TOWNSHIP 31 Iq,RANGE 5 FAST,WM ARONG70N,WASHINLTON 2 OF 3 IN A PORTION OF SECTION 11, TOWNSHIP 31 N., RANGE 5 EAST, W.M. GENERAL CONSTRUCTION NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE 2012 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,AND MUNICIPAL CONSTRUCTION AS PREPARED BY WASHINGTON STATE DEPARTMENT OF 18. INFILTHATIW TRENCH MATERIAL SKILL CONSIST OF WASHED DRAIN ROCK MATERIAL.DRAIN ROCK SHALL BE TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION(WSDOT/APWA),HEREIN REFERRED TO AS SIZED SUCH THAT THE MINIMUM SIZE OF ROCK SHALL BE LARGER THAT THE PERFORATIONS IN THE THE'STANDARD SPECIFlCAiBNS'. REFERENCES VVILL BE MADE TO THE STANDARD SPECIFICATIONS MANUAL PERFORATED PIPE, BUT SHALL NOT BE SMALLER THAN 1/2"IN DIAMETER.AND THE STANDARD PUNS BOW(. 19. STORM CATCH BASINS AS INDICATED ON THE PLANS SHALL CONFORM TO: TYPE 1 CATCH WIN PER WSDOT TF 2. EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE FIELD AND OFFICE RECORDS.THE CONTRACTOR 15 STD PLAN B-1 TYPE 1L CATCH BASIN PER WSDOT STD.PLAN B-tA TYPE 0 CATCH BASIN PER WSDOT STD. RESPONSIBLE FOR UTILIZING THE ONE-CAL UII11Y LOCATE SERVICE,1-800-424-5555,A MINIMUM OF TWO PUN B-1E 'A STAINLESS STEEL 1 WORKING DAYS PRIOR TO ANY CONSTRUCTION.DAMES TO THE EXISTING UTILITIES RESULTING FROM THIS 20 ALL PIPE KNOCKOUTS SHALL BE NEATLY MUDDED INSIDE AND OUTSRE OF THE STRUCTURE FLUSH WITH THE cLPNP CONSTRICTION SHALL BE REPAIRED BY AND AT THE CONTRACTOR'S EXPENSE.THE CONTRACTOR SHILL STRUCTURE WAIL ALL PIC PIPE CONNECTIONS SHALL BE MADE TO STRUCTURES USING PVC SAND COLLARS. VERIFY ANY POTENDAL UTIUTY CONFLICTS PRIOR TO CONSIRIC11oN. 21. UPON INSTALLATION OF ALL PIPES TO STORM STRUCTURES,THE KNOCKOUT AREA SHALL BE NEATLY MUDDED 8CAPCASKEtED FIEXIB.E S. THE CONTRACTOR SHAM M,11U DAILY EFFORTS TO VEEP THE SITE IN A NEAT AND ORDERLY CONDITION TO INSIDE AND OUT OF THE CATCH BASIN USING ANON -SHRINK CONCRETE GROUT. CAST IRON LOWNG STAINLESS STEEL BOOT THE SATISFKTIW OF TIHE WYNER,ENGINEER,AND DIE CITY OF ARINGTON ENGINEERING DEPARTMENT.IF WNG AND COVER E%PANSIDN RING / CONSTRICTION OCCURS DURING RAINY WEATHER CONDITIONS,THEREBY CAUSING DEBRIS TO BE TRACKED 22 UPON COMPLETION OF ALL CIMHED TOP COURSE GRADING AND PREPARATION FOR ASPHALT PAYING,ALL ONE SRE LARGER ONTO THE EXISTING ASPHALT,THE CONTRACTOR SHALL CONSTRUCT A QUARRY SPALL ROADWAY 20-FEET WIDE CATCH BASIN STRUCTURES SHALL BE CORRECTLY ADJUSTED SO AS TO BE FLUSH WITH THE PROPOSED FINISH THAN PIPE CIA. By 100-FEET LONG MINIMUM. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO EXISTING IMPROVEMENTS GARDE LABELED-SEWER" RESULTING FROM THIS CONSTRUCTION. CLASS 4000PAVED > 23.CIFAIWRS SHALL BE INSTALLED TO MATCH FINISH GRADE VOIN CONCRETE AND STALL AREAS. CONCRETE SUR 4. DURING ALL PHASES OF CONSTRUCTION,THE CONTRACTOR SHALL SWEEP AND REMOVE All DEBRIS TRACKED SURFACE A ONTO THE EXISTING ROWS.FAILURE TO KEEP ROAD FREE FROM DEBRIS OFF EXISTING ROADWAY MAY CAUSE I LW AVM WORK STOPPAGE.THE CONTRACTOR SHALL ALSO WATER THE SITE(IF REOURED)TO RECCE CONSTRUCTION DUST. SANITARY SEWER- GRAVITY i 5. AT ILL TIMES,TRAFFIC LANES SHALL BE MAINTAINED ON EXISTING ROADS,TEMPORARY PAID PARTIIL ROW 24 THE LOCATION OF THE SANITARY SEWER SERVICE IS INDICATED ON THE PLANS.SEWER SERVICE BULL BE MECHANICAL END CLOSURE SHALL BE APPROVED BY THE CITY OF ARLINGTON ENGINEERING,FIRE,AND POLICE DEPARTMENTS INSTALLED AT THE SLOPE AND LOCATION AS INDICATED ON THE CML PUNS. _�OF PIPE PLUG. PRIOR TO CONSTRUCTION, DURING CONSTRUCTION WITHIN THE RIGHT-OF-WAYS,THE CONTRACTOR SHALL WITH FLG. 2 OR©S PROVIDE ALL LABOR,MAlE1tlAL.5,AND EQUIPMENT FOR IRAFfiC CONTROL ANTI CONSIRUCIIW 25. SEYIER RIPE SHILL BE PVC CONFORMING TO A51M D 30J4,STIR 35 AND SEOION 9-05.12 OF DIE 2012 ONE. ttpE , 5 WARNING/CONTROL SIGNS. STANDARD SPECIFICATIONS.JOINTS SHALL BE BELL AND SPIGOT WITH A RUBBER GASKET.MATERIALS AND / CONSIRUC M SHALL COUPON TO SECTION 7-17 WSDOT/APWA BUT -4 8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL,STATE,AND FEDERAL REWU110N5 CONCERNING DISPOSAL OF MATERALS. ALL ASPHALT,CONCRETE,BRICK,AND STRUCTURES REMOVED FROM THIS SITE SHALL BE 26 CLFANOLITS SHALL BE INSTALLED TO MATCH FINISH GRADE WITHIN CONCRETE AND ASPHALT AREAS. (SEE NOTE 2) DISPOSED OF IN AN APPROVED SITE OBTAINED BY THE CONTACTOR. / A 27. AIR PRESSURE TESTING,IF REWIRED BY THE CITY OF ARLINGTON PUBLIC WORKS,SHALL BE PERFORMED BY o O O Z _ 7. THE CONTRACTOR 5 RESPONSIBLE FOR OBTAINING AND APPLYING FOR ALL PERMITS ASSOCIATED WITH THIS THE COMPACTOR ON ALL PROPOSED SEWER LINES.THE PRESSURE TEST SHILL BE PERFORMED IN THE CONSTRUCTION,NOT OBTAINED BY THE OWNER AND/OR ENGINEER. PRESENCE OF THE ARUN"SEWER DEPARTMENT,AT FIVE PS FOR TEN MIWJTES WITH NO SIGNIFICANT L A 8. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED PRIOR TO CONSTRUCTION IF ANY DISCREPANCY IN PLANS AND GAUGE DROP.ADEQUATE TIME MO MINUTES MIN)SHALL ELAPSE BEFORE THE PRESSURE TEST IS A A. 4 PERFORMED TO ALLOW THE PRESSURE TO STABILIZE. PAVED ARCS 14- EXISTING,DNWRONS IS DISCOVERED. 9. THE CONTRACTOR SHALL STOCKPILE CLEW,NATIVE TOPSOIL MATERIALS,FREE OF SOD AND DEBRIS LARGER 28. THE CONTACTOR SMALL BE RESPONSIBLE FOR VIDEO TAPING,IF REQUIRED BY THE CITY OF ARUNGTON THAN TWO INCHES,TO BE USED AS FILL IN THE PROPOSED LANDSCAPE AREAS. THE CONTRACTOR SHALL PUBLIC WORKS,THE SEWER SERVICES AND PROVIDING A COPY OF THE TAPE TO THE CITY OF ARLWON STOCKPILE EXCESS HA1NE MATERIAL W THE SIZE AS DIRECTED BY THE OWNER, UNSUITABLE HA1WE PUBLIC WOKS FOR THEIR REVIEW.THE SEWER LANE WILL NOT BE APPROVED UNTIL THE CITY OF ARUNGTOM STALL S DISPOSED O BY THE CONTRACTOR AT TE IMPROVED DUMPSITE SUINNED BY THE HAS REVIEWED THE VIDEO TAPE AND SATISFKTOR!PRESSURE TESTING HAS BEEN WITNESSED BY THE CITY 12 MATERIAL WORKS AND THE ENGINEER.ALL SANITARY SEWER TESTING COSTS SHALL BE 20' CONTACTOR. DEERS PAID STRUCTURES SHALL BE REMOVED FROM SITE PAID DISPOSED AT AN APPROVED OF ARU NCTON PUBLIC DISPOSAL SITE RETAINED BY THE CONTRACTOR. INCLUDED IN THE UNIT PRICE FOR SEVER PPE 29. SANITARY SEWER MANHOLES TO BE GROUTED INSIDE AND OUT. �p�� D�R 10. A11 PORTIONS OF THE SIZE UNDER THE PROPOSED ASPHALT SHAM BE EXCAVATED 10 EXPOSE A DLYMpIC MI025 OR APPROVED EQUAL. NON-ORGANIC MATERIAL,SUITABLE FOR CONSTRUCTION.THE SUBGRADE SHALL BE PREPARED CONFORMING TO SECTION 2-M.3(I),AND COMPACTED TO A MINIMUM OF 95%MAXIMUM DENSITY WITH A MINIMUM TEN-TON �ILITY TRENCHES SELF-PROPELLED VBPATORY ROLLER.ANY AREAS THAT INDICATE PUMPING,UNSTABLE,OR YIELDING SOIL COMMONS SHILL BE OVER EXCAVATED AND REPLACED WITH TWO INCH TO FOUR-INCH GUARRY SPILLS. STOCKPILED MATERIAL SHALL BE PROTECTED FROM OVER-SATURATION BY RAINFALL OR PONDED WATER. 30. ALL TRENCHES SHALL BE EXCAVATED TO PROVIDE A MINIMUM WIDTH OF EIGHT INCHES ON EITHER SIDE OF {�j PVC SIDE SEWER.FOR REMAINDER OF WC SERVICE SEE SS-090. FINAL GRADED CONDITIONS SHALL BE RAKED TO REMOVE ALL DEBRIS LARGER THAN ONE-INCH FROM THE THE PRISED UTILITY AS INDICATED ON THE UTILITY TRENCH DETAIL WITHIN THE CIVIL DRAWINGS.ALL SEWER NORTx�.,J7 SURFACE. PIPES SHALL BE BEDDED WITH PEA GRAVEL STORM SEWER TRENCHES SHALL BE BEDDED WITH SAND, 1. CLEAN-OUT PIPE AND FITTINGS SHALL BE THE SAME MATERIAL AS THE SEWER MAIN. O ROVING STYLE CB TAPPING SADDLE OR APPROVED EQUAL ON ALL PIPE. 11. ORGANIC MATERIAL AND NON SUITABLE NATIVE MATERIAL DISCOVERED WRING SUBGRADE EXCAVATION ARID SIZE BUCKSHOT OR GRAVEL WITH ODOR PASSING THE 1/4-INCH SCREEN, BEDDING MATERIAL SHALL AM BE CORE-DRILLING WITH INSERT-A-TEE MAY ALSO BE USED ON ALL PIPE- IT. SHALL D ENTIRELY REMOVED ARID DISPOSED OF ER THE CONTACTOR AT THE CONTRACTOR'S AND USED TO COVER THE PIPE TO A MINIMUM OF SIX INCHES ABOVE THE TOP OF THE PIPE.THE CONTRACTOR 2. A SANITARY TEE,SWEEP,OR STRAIGHT TEE IS NOT ACCEPTABLE. SMALL CAREFULLY TAMP AND HAND COMPACT BEDDING AND COVER MATERIAL TO ASSURE ADEQUATE SUPPORT EXPENSE. UNDER THE BARREL OF THE PIPE. 3, SEWER STUB WILL BE EXTENDED 10'BEYOND PROPERTY LANE AND 5'BEYOND UTILITY EASEMENTS 1D 4 CORE DRILL EXISTING MAINLINE PIPE PER Aims SPECIFICAITONS. OF RAINFALL,THE CONTRACTOR SHALL PREVENT WATER FROM STANDING ON THE SUBGRADE PREVENT DAMAGE TO CLEAN-OUT AND MINIM2E CONFLICTS WITH OTHER UTTLRIFS WHEN SERVICE TO 31. TRENCH BKKFILL MATERIAL SHAH CONSIST OF COMPACTED GRAVEL BASE PLACED IN LOOSE LIFTS NOT BUILDING IS S ACCOMPLISHED. �✓38•MAIN.4S MAX. 12. DURING PERIODS OR ON THE PREPARED GRAVEL SUBGRADE.THE CONTRACTOR IS RESPONSIBLE FOR SUBGRADE PROTECTION, EXCEEDING EIGHT INCHES AND COMPACTED TO A MINIMUM OF 95%MAXIMUM DENSITY AS DETERMINED BY REPAIR AND REPLACEMENT OF SUBGRADE MATERIALS SHALL BE PAID FOR BY AND AT THE CONTRACTORS ASTIM D 1557 TESTING PROCEDURE THE INITIAL UFT OF GRAVEL TRENCH BKKFILL OVER THE PIPE SHALL EXPENSE. STORM RUNOFF SHALL BE DISCHARGED TO THE STORM SYSTEM OR ON SITE LOCATION THAT WILL NOT EXCEED IB INCHES IN ORDER TO PROTECT THE PIPE.GRAVEL BASE SHALL BE USED AS TRENCH .aw DW►ARTMSM OF PVFW WDRW9 STANDARD DETAIL AWAMR A.AIIR DWPARTTYEA'T Ov P STANDARD OETAy NO IMPACT THE NEIGHBORING PROPERTIES,THIS PROJECT,DOWNSTREAM CONVET•ANCE SYSTEM. THE RACKRLL IN ALL TRENCHES UNDER PROPOSED ASPHALT,CONCRETE,CONSTRUCTION TRAFFIC AREAS,AND .�� AMAMMA STANDARD DETAIL NUM6Ea r STANDARD DETAIL NUMBER CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY DITCHING AND PUMPS TO REMOVE ALL STANDING WATER WITHIN FIVE FEET BEYOND IMPERVIOUS SURFACES.NATIVE SOIL MATERIALS MAY BE USED AS TRENCH - • • vov AwA FROM THE WORK AREA. BkBACKFILL ONTERIALS LY AT LOCACH TIONS BEYOND THOSE WITHIN THOSE GRAVEL STRUCTURAL MUST BE APPROVED BY THE�L • • �. _ .... __._-__.... SEMER C1;EANOTTI' SS-VINO NEW SERVICE ON EXISTING MAIN 'SS-10(] 13. AGGREGATE FOR GRAVEL BASE SHALL COMPLY WITH SECTION 9-03.14 OF THE 2012 STANDARD O:OECHNICAI.ENGINEER AND OWNER PRIOR TO THE WORK BEING PERFORMED. THE USE OF NATIVE SWLS SPECIFICATIONS.GRAVEL BASE SHALL CONSIST O WALL GRADED SAND AND GRAM!CONFORMING TO THE WITHIN TRENCHES REQUIRING GRAVEL WILL ONLY BE ACCEPTED WITH THE APPROVAL OF THE GEOECHNICIL REQUIRED SPECIFICATIONS. THE PERCENT PASSING THE US NO.200 SIEVE SHALL NOT EXCEED 5%. ALL ENGINEER,AND THE NATIVE SOILS MUST BE COMPACTED TO A MINIMUM OF95 PERCENT MAXIMUM DRY GRAVEL WE IMPORTED TO THE SITE SHALL HAVE A CONSISTENT MOTION. PRIOR TO IMPoRTING ANY DENSITY,THE USE OF NATIVE SOILS AS TRENCH BKKFILL SHALL HOT PRECLUDE THE MINIMUM ASPHALT GRAVEL WE MATERIAL.THE CONTRACTOR SHALL PROVIDE GRADATION AND TEST RESULTS TO THE ENGINEER SEOION REQUIREMENTS AS IDENTIFIED ON THE CIVIL PLANS. NO NATIVE MATERIAL MAY BE USED AS TRENCH FOR APPROVAL GRADATION AND PROCTOR TEST RESULTS SHALL BE SUPPLIED BY THE CONTRACTOR PER BACKFlLL IN THE PUBLIC RIGHT O WAY. 2000 TONS OF IMPORTED MATERIAL.THE CONTRACTOR SHALL.RETAIN LICENSED PERSONNEL TO PERFORM COMPACTION TESTS FOR THE FOLLOWING: 32. THE BOTTOM O UTIUTY TRENCHES SHALL HAVE A STABLE NON-YIELDING SOIL COMMON SUITABLE FOR LIANG A. TOP OF PREPARED GRAVEL 845E WITHIN THE PARKING LOT AND ROAD SECTION ON A 50-FOOT SUPPORTING THE DESIGN LOWS.WHERE THE BOTTOM OF TRENCH TO EXHIBIT DUMPY MATERIAL, GRID/INTERVAL FOR GRAVEL FILLS GREATER THAN TWO FEET. CONDITIONS,THE BOTTOM O TRENCH INCHSHA BE OVER EXCAVATED TO RE 0 FIRM STABLE MATERIAL,AND RKKAR UN WITH TWO INCH TO FOUR INCH SHOT ROCK N SHALL.WHERE OVER EXCAVATING EXPOSES SIMILAR UNSTABLE CONDRIONS,TRENCH OVER EXCAVATION SHALL BE VINE 10 1W0 FEE BELOW THE PIPE B. ONE TEST ADJACENT TO ALL STRUCTURES WITHIN THE ASPHALT. BEDDING MATERIAL AND MCKFlLLID WITH TIRO INCH TO FOUR INCH SHOT RUCK MATERIAL. C TRENCHES WITH THREE FEET OR LESS O GRAVEL TRENCH RADKFTLL:TOP CENTER OF UTIUTY TRENCH AT 5O_FEET INTERVALS STRIPING & SIGNAGE D. TRENCHES WITH MORE THAN THREE FEE O GRAVEL TRENCH BACKFIL:TOP CENTER OF UTMY TRENCH VFI P 3' AND MID-DEPM OF TRENCH,BOTH AT 5D-FEE INTERVALS.ALL TEST RESULTS SHALL MEET OR 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVES WITHIN THE PUBLIC CONCRETE SIDEWALKS AT MPACTION EXCEED THE SPECIFICATIONS ILL AREAS THAT DO NOT MEET THE REQUIRED SPECIPCATIONS SHALL BE LOCATIONS WHERE SIGNS ARE TO BE RELOCATED. THE COTRACTOR SHALL COORDINATE WITH THE CITY MAX DENSITY RE-COMPACTED AND RETESTED AT NO ADDITIONAL COST TO THE OWNER. OF MOUNT VERNON TO ESTABLISH THE PROPER SETBACK FROM THE FACE OF CURB TO THE CENTERUNE OF THE SIGN POST AND THE TYPE OF SLEEVE OR BASE THAT IS REQUIRED TO ACCOMMODATE THE CTY'S 14, CRUSHED SURFACING TOP COURSE SHALL CONFORM TO SECTION 9-03.9(3)OF THE 2012 STA DARD SIGNS. SPECIFICATIONS.EACH UFT SHALL BE MECHANICALLY COMPACTED TO A MINIMUM O 95%MAXIMUM DENSITY BAC AS DETERMINED BY ASTM D-1557 TESTING PROCEDURE.PLACEMENT AND GRADING OF COMPACTED CRUSHED 2. ALL STRANG SHALL CONFORM TO WSDOT SECTION 8-22 AND THE OILY OF ARUNGTON'S REQUIREMENTS. MPACTION TOP COURSE MATERIAL WITHIN THE ASPHALT AREAS SMALL RAVE A TOLERANCE OF PLUS OR MINUS X DENSITY ONE-HALF INCH FROM THE DESIGNATED TOP OF CRUSHED SURFACING TOP COURSE,THE CONTRACTOR BULL 3. PARKING SIGNS SMLL BE INSTALLED FOR THE HANDICAP ACCESSIBLE STALLS,PAID ARE LOCATION AT THE PROVIDE GRADATION AND DEGRADATION TEST RESULTS TO THE ENGINEER FOR APPROVAL O SITE MAIERUL. HEAD END OF EACH STALL. 15. ASPHALT CONCRETE PAVEMENT SHALL CONFORM TO SECTION 5-04 OF THE 2012 STANDARD SPECIFICATIONS. 4. PAINT STRIPING 94AU BE IMPLIED FOR ROAD WINNING,PAINT APPLICATION SHALL CONFORM TO SECTION 8-22.3(3)O THE 2010 STANDARD SPECIFICATIONS.STANDARD STALLS SHALL BE SWIPED WITH ASPHALT SECTION: FOUR-INCH WIDE WHITE PAINT.NO PARKING/ACCESS AREAS SNWi BE SHAPED WITH A 4 INCH WIDE 3'(1/21 HOT WX ASPHALT WHITE PAINT AT A 45 DEGREE ARGUE TO TIHE PROPOSED STRIPING AT ONE FOOT ON CENTER AS 2'CRUSHED SURFACING TOP COURSE H�RTDAE.CCROS WALK MARKINGS OM 8-22 0LL E 20 OBE HOT WILLED STANDARD ERRMOPLA TINS(REFLE 3QU-11 ED.IN 12'GRAVEL BASE(OR ENGINEER APPROVED EQUAL) 5. SIGNS ONSTE SHALL BE INSTALED AT THE LOCATIONS INDICATED ON THE PLAN.SIGNS SHALL BE OMPACTIONTHE FINAL GRADING OF CRUSHED SURFACING TOP CWRSE WILL BE INSPECTED AND APPROVED Bf YHE MOUNTED ON TWO INCH OUTSIDE DIAMETER GALVANIZED STEEL POSTS.POSTS SHALL BE SET A MIMMUM PIPEENGINEER PRIOR TO ASPHALT PAVING. ALL ABUTTING EDGES OF EXISTING ASPHALT SHALL BE SAW CUT FULL OF Wp FE,T INTO THE GROUND IN A CONCRETE-FILLED BASE WITH A SEVEN FEET OF CLEARANCEAx bFNSITY DEPTH TO PROVIDE A NEAT STABLE EDGE FOR THE NEW ASPHALT.ALL SAW CUT FACES SKILL BE TACK BETWEEN THE BOTTOM OF THE SIGN AND THE FINISHED GRADE. COATED AS WELL AS ILL STRUCTURES THAT ABUT ASPHALT.THE SURFACE JOINT BETWEEN EXISTING AND NEW ASPHALTMUSTBE SEALED WITHHEAT-IMPUED CSS-1 AND SAND COAT.ASPHALT SURFACE THAT HAS 6. ACCESS PARKING SPACE SYMBOL SHALL BE WHITE WHEN APPLIED TO ASPHALT AND SURROUNDED BY ALOOSE MATERIALOR POROUS CONDITIONS AS DETERMINED BY THE ENGINEER SHALL BE SEAED ACCORDING BLUE BACKGROUND WDH A WHRE BORDER WHEN INSTALLED ON CEMENT CONCRETE SURFACES AND SHALL TO SECTION 5-04.3(5)C CRACK SEALING,AT NO ADDMONAL COST TO THE OWNER,WITHIN 24 HOURS PRIOR CONFORM TO SECTION 8-22.1 OF THE 2010 STANDARD SPECIFICATIONS AND STANDARD PUN TO PAVING.SOIL RESIDUAL HERBICIDE SKILL BE APPLIED TO ALL CRUSHED TOP COURSE SURFACES WITHIN M-24.60-02. THE PRKNG LOTS AND ROWS. FOUNDATION MATERIAL I I MIN COMPACTION 16. HOT MIX ASPHALT SHALL BE PLACED AT THE LOCATIONS AND DEPTHS INDICATED ON THE PLANS,HOT MIX AS REWIRED I I 40%VA DENSITY ASPHALT SHALL BE MECHANICALLY COMPACTED TO A MINIMUM OF 91%O THE RICE DENSITY.COMPACTION CONFLICT NOTE 1 STALL OCCUR BETWEEN THE TEMPERATURES O 180 DEGREES FAHRENHEIT AND 300 DEGREES FAHRENHER. �----L------1 WRING GOLD WEATHER CONDITIONS,AS DETERMINED BY THE ENGINEER,ILL TRUCKLOADS OF ASPHALT SHALL CONSTRICTION WITH IN CTY RIGHT OF WAY SHALL BE IN COMPLVWCE WITH THE CITY OF ARUNGION ' = BE COVERED SO AS TO RETAIN HEAT,THE CONTRACTOR SNAIL RETAIN LICENSED MATERIALS-TESTING Ali CONSTRUCTION IONSTA WI H I IN THE EVENT TIME SHALL IS A CONFLICT BETWEEN THE PROJECT PUNS AND PERSONNEL TO PROVIDE COMPACTION TESTS AT 50-FOOT CRID/INIERVAL THROUGHOUT THE PARKING LOT SPECIFICATIONS,THE CITY OF ARLINGTON CONSTRUCTION STANDARDS/NOTES SHALL BE USED. AND ROAD SECTION.B COMPACTION TEST RESULTS OF HOT MIX ASPHALT INDICATE LESS THAN 91%THE CONTRACOR MAY,AT HIS EXPENSE,RAVE CORE SAMPLES TAKEN AND ANALYZED TO SUBSTANTIVE DENSITY- HOTMIX ASPHALT THAT DOES NOT MEET THE REQUIRED COMPACTION,SMALL EITHER BE REMOVED BY THE a CONTRACTOR AT HIS EXPENSE OR SHALL RAVE EQUAL THE INTENDED DESIGN. ADDITIONAL TESTING AND ASPHALT TO COMPENSATE FOR UNACCEPTABLE COMPACTION TEST RESULTS SHALL BE THE EXPENSE OF THE 1.ALL 8ACKFILL MATERIAL SNALL BE PLACED IN 4•COMPACTION TESTS SHALL lRF AS REQUIRED BY THE CONTRACTOR. NO ASPHALT PAVING OR ROLLING OF COMPACTION ASPHALT IS ALLOWED AFTER DARK.ALL UFtS NOT TO EXCEED I2 INCHES BEFORE CIYY E 20NEFE BUT IN NO CASE LESS THAN 2 TESTS ROLLING SHALL BE COMPWED BY SUNSET TIME. COMPACTION UNLESS AUTHORIZED BY THE Citt EVERY 0 FEET OF TRENCH(ONE At SUBGRADE AND ENGINEER DUE TO THE CHARACTER OF THE ONE AT 50%OF TRENCH DEPTH), STORM SEWER MATERIAL AND THE COMPACTING EQUIPMENT. S.IN-PUCE DENSITY AND MOISTURE CONTENT WILL BE 17. THE FOLLOWING MATERIALS ARE ACCEPTABLE FOR THE STORM SEWERS DENTIFED ON THE PUNS: R-METERIAL L COMPACTION OF UNTIBACL FILL DETERMINED USING NUCLEAR METHOD,ASTM OF COMPACTED SHALL NOT BEGIN UNTIL THE DEPTH 2922-]T, STORM SYSTEM: 0P ABOVE THE ITO B F PALL MATERIAL IS 2 FEET ABOVE THE TOP OF PIPE. 6.MOISTURE LATENT W DRY DETER AND OPTIMUM A PVC PIPE(POLYVINYL CHLORIDE)SHALL CONFORM TO SECTION 9-05.12(2)MEETING THE MOISTURE CONTENT MET D DETERMINED USING WITH THE REQUIREMENTS OF ASTLI D3034SDR35.PVC PIPE 12"IN DIAMETER AND UNDER SHILL CONFORM TO 3,EACH LIFT SHALL BE MECHANICALLY COMPACTED ASTM D PROCTOR METHOD IN ACCORDANCE WITH E SECTION 9-05.1(5)O THE STANDARD SPECIFICATIONS MEETING THE REQUIREMENTS OF AASHTO M 294 SU THE ING LIFTS DENSITY PRIOR TO PACING BEDDING D-1557. SUCCEEDING URS 4F B.ACKRLL MATERIAL � �O 7.BEDDING MATERIAL SHALL BE 4"MINUS. Q� 2 TYPE S. B. EXTERIOR.CONFORMING (CPP)SHALL HAVE A 9-O5:(7)MEETING 1HE0 REQUIREMENTS OpM5HT0 CORRUGATED 4. .RW+n A aAs DfPARTlmry or vub(Jc*NCNB 11WDARDOETA-1.iwr STANDARD DETAIL C. PERFOHATED CORRUCAIED PoLYLTHYIENE UNBERDRAN(CAP)SHALL HAVE A SMOOTH IMEPIOR, azzzsCORRUGATED EXTERIOR CONFORMING TO SECTION 9-052(8). PERFORATION SHALL BE OF THE SLOTTED ' ,.__,,,,_ TRENCH SECTION GI SEER NG?"' TYPE WHICH ARE SIZED SUCH THAT THE SMALLEST ROCK DIAMETER IS URGER DUN THE PERFORATION. q SVONAL E 1 ALL APES SHALL HAVE GASKETEII JOINTS.. SHEET DESCRIPTION SCALE AS NOTED PRO/[CT JOB NO Sound Development Group DRAWN8Y.' P.IAU TABLAS UTILITY IMPROVEMENTS 13081 DE51GNEDBY: P.SEVERIN DRAWING NAME CALL 48 HOURS E Y ENCLNEERING,SURVEYING&LAND DEVELOPMENT SERVICES SPECIFICATIONS CHECKED BY. P.SEVERIN FOR 13081ENGdwg BEFORE YOU DIG FOR 5555 P.O. Box 1705 - 1111 Cleveland Avenue, suite 202 FIELD800K/PAGE CARLETTI ARCHITECTS SHEET Mount Vernon, WA 98273 -- - Tel: 360-404-2010 Fox: 360-404-2013 DATE' JANUARY 1014 IN A POR77ON OF SECTION 11,TOWNSHIP 31 N,RANGE 5 EAST,WM ARLINGTON,WASHINGTON 3 OF 3 D--TIE BY NAMM GENERAL NOTES 9 DESCRIPTION z I. IT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUPPLIERy- I j I I O SUB-CONTRACTORS THAT THIS SET OF PLANS AND THE INFORMATION p CONTAINED WITHIN IN NO WAY RELIEVES SAID PARTIES OF THEIR Z w z Cn RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS. 11=1 I I I WALK-IN COOLER FREEZER Z 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL mI I I COOLER EVAPORATOR ® ® SUB-CONTRACTORS TO VERIFY THE ACTUAL SPACE AND MECHANICAL 12 COOLER CONDEINGING UNITj a 13 1 FREEZER EVAPORATOR TOTAL SEATS:13$ F+i REQUIREMENTS OF ALL ITEMS SHOWN AS FUTURE,NIC,SUPPLIED BY"OTHERS", 1.3 FREEZER CONDENSING UNIT ETC„WITH THE OWNER PRIOR TO ROUGH-IN AND CONNECTION. 3 m ILI KEG K WIRE SHELVING z 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO IMMEDIATELY B ILO WIFE E HER W/BIN WAFER FILTER HOST o NOTIFY THE KITCHEN EQUIPMENT CONTRACTOR IN WRITING OF ANY CHANGES 6 m ILOT WIRE SHELVING TO THE BUILDING THAT AFFECT EQUIPMENT PLACEMENT AND SIZES lIE„WALL H W/FAUCET a CHANGES,WATER HEATER LOCATIONS,ELECTRICAL PANELS,ETC). 9 m 2 I COMP P'REI WORK -S / W 4. SUITABLE WALL BACKING AS SHOOK ON THESE PLANS AND AS REQUIRED 10 m MIXER a2" II 2 0 LF DINING:88 SEATS BY THE OWNER SHALL BE PROVIDED AND INSTALLED BY THE GENERAL 12 1 WORK TABLE CONTRACTOR 13 2 L MO SHELF 14 m 4 INGREDIENT BIN 15 m C EAN DISH BLE 3 COMP SI 1 FAUCET m 5. THE GENERAL CONTRACTOR SHALL PROVIDE FLOOR,WALL,CEILING AND 6 D WASHER '42 48" L it ROOF PENETRATIONS,INCLUDING,BUT NOT LIMITED TO THOSE REQUIRED FOR FLOOR +42" �4 MAKE-UP AIR CLASS II EXHAUST DUCTS,FIRE-RATED SHAFTS FOR CLASS I 8 CSI SOILED DISHTABLE W/FRE RINSE FAUCET 1 +45"WALL Pa a 19 m I O WIRE SHELVING F EXHAUST DUCTS. g 1 1 MOP SINK W/SE 5TGNE HEARTH O C EN +42 o 6. THE GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND SLEEVES FOR 2.1 FAN t DUCT 92 REFRIGERATION LINES,SYRUP,CARBON DIOXIDE GAS,BEER LINES,LIQUOR 22 CZI ILOT WIRE SHELVING LINES,AND DATA LINES. CONDUIT SHALL BE CIRCULAR PVC EQUAL M THE 3 6 BURNER -, 3 6 R DIAMETER INDICATED ON PLANS. ALL BENDS SHALL HAVE A MINIMUM RADIUS 238 6 AI RA NGE 25 OF TWENTY-FOUR INCHES. 18 m I REFRIGAbGH N TEDRE ER CABINET BANQUET:40 SEATS 1 qy + 1. THE GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL WALL AND 26 I REFRIGERATED E92 LL -, be„ FLOOR PENETRATIONS AFTER THE INSTALLATION OF RELATED EQUIPMENT AND FIRE FURNISHING ITEMS. 2,11 m EXHAUSTPAN i DUCT 40 42" 8. ALL DIMENSIONS SHOWN ARE FROM FACE OF FINISHED WALL OR FLOOR 93 P IR ! 43 ! c 1 S. ALL UTILITY ROUGH-INS SHOWN ON THESE PLANS ARE SUBJECT TO CHANGE 29REMOTE FULL STATION PENDING FINAL EQUIPMENT SELECTION AND LOCATION. 30 m P PREP T PTABLE 51 44 j C +42" D 32 HOT FOOD TABLE INIIIIIIIIIIIIIIIIIIIIII 10. ALL UTILITY ROUGH-INS,FINAL CONNECTIONS,AND HOOK-UPS SHALL BE 33 m I WVW T BLE W/H D 2 FK2 I - IIRIIIRIIIITII 52 PROVIDED AND PERFORMED BY THE RESPECTIVE LICENSED 34 1 PICK UP STATION I 11 j 6U8-CONTRACTOR5 IN COMPLIANCE WITH APPLICABLE NATIONAL AND LOCAL 3 6 DECORATIVE HEAT LAMP 36 RAC TER W/ NK/FAUCET 2 ATER FILL R �' CODES. 31 B CN : 'II 53 _ .42" 11. SEISMIC BRACING INFORMATION,IF REQUIRED,IS NOT INDICATED ON THESE 338S B�BBR� R j I 35 Q O GLA88 CHILLER 54 PLANS NOR IS IT PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR 47 1 DRAIN BOARD ---A 4 ! 0 D'-" j 33'-83" �--J F- UNLESS OTHERWISE SPECIFIED HEREIN. 42 m D RB R BLENDER STATION =__ -- I BAR:41 SEATS 48'WALL m Or 3 2 ICEBIN C 50 7-------- 12. WHERE EQUIPMENT PRODUCES NOISE THAT MAY VIBRATE THROUGH WALLS D RB R POS Z UNDERBAR DRAINBOA J To ANY FU5LIC ANDIOR DINING AREAS,THE GENERAL PROVIDE AND INSTALL ADEQUATE SOUND PROOFING INWALLS.CTOR SHALL 41 m D COUNTER DISH A R o TROUGH ------- --------------- KIDS AREA Q 9 m 6LAMANDER II, i 3 POS 48"WALL I m BEER T P 2 FRONT BAR lb +48"WALL 54 =1 I UPPER BACK BAR 11 l5 � _ !J® P05 SODA DISPENSER /WATER FILTER 6 m 2 MICROWAVE MICROWAVEF l8 42" +4Y' 58 SPARE511 SPARE So l4 36 50 60 WORK TABLE I56 34 35 35 ---__--------------- 6 L SHELF OFFICE ., - 38 PICK-UP ---------------------- 62 I FEACH-IN REPRIG TOR 63 m C OOD 6 -T R _ l4wes --- ENS I 31 / 64 EXHAUST F 1 D C ---y / m ----------------- -------- --------' 66 RE SUPRE551 bl E W/ D 69 l0 ,-` - - - - \� 4l p DATE 66 m 2 DOUBLE CONVECTION0 �------- T--- j a« O 30 69 =1 B - �� 62 .i 29.1 ��_-,� 0 411113 0 0 ( 29 \ 1 21 1 4/10113 1018/13 is — — 2 4� —11 RE ---------------- -- �� 2 4122113 11113/13 1 RE 3 / T -- --- -- -- 61 I 7MENS Z8 __2l 26 a. , 22 3 7110113 11/14113 5 m I WORKTABLE :60 I/ �`�,\ ---- 6 I WALL SHELF I _ +al" 4 7126113 '� j 5 7/29113 8 I WALL SHELF C 6364 �Ij 1 6 WW13 6 / .n ----- --------- a -- ----- -------- 66 j -' 8 W&13 j IT] O O O ___ t This Mana the property rly Bargon ® I I I -n II F �, I; ', condition end is loaned subleclalM 9 �� a eantlbion that it is not to be copled, O HW 6 reproduced,or distributed either In 18 0 15 6 14 13 12 whole or in pan,without written SCULLERY 6 Il I6 6 l II 8 PREP 8 5651 9 II 10 pan d"ien,andisnot troy be use din ---- -- - enywey delthecompothe best 20 19 TORAGE - Inb 12 SAR Me compLLIN 1.2 1.4 I o _i__- i ®zmz enncnsse si�ecsoe wc. REMOTE CONDENSING UNITS ——— ----- ----- DRAWN BY: yERIFY LOCATION 0 SCHMELING PROJECT MANAGER: QUPMENT PLAN j COOLER Z JOSH PUGH Sala V4"al'•0' EXIST,SEWER CLEAN OUT 2 3 13 n, y� SHEET TITLE: ----- ----- EXIST.DUMPSTER ❑ ❑ . tl FREEZER FOODSERVICE ------- tV �� 4 a cf) EQUIPMENT m r PLAN 65 n pp, 9. 64 9. I 4 SHEET NUMBER EXHAUST FANS a MAKE UP AIR UNIT VERIFY LOCATION (L m K- 1 1 OF 12 s 'Cr PROJECT NUMBER 3475 E a� z o =- c� z a a w = z SUPPLIER DESCRIPTION MANUFACTURER ELECTRICAL PLUMBING w o MODEL NUMBER o i a a N w czi 1= o o _ a u ELECTRICAL NOTES a PLUMBING NOTES W •N COOLER FREEZER IMPERIAL CUSTOM 120 1 JBOX E ECTRICAL FOR LIGHTS-VERIFY W/MFG SPECS 4 DRAWINGS Co LI COOLER EVAPORATOR FERIAE 0 B 120 BOX VERIFY W/MFG SPEC 4 DRAWINGS 12 1 COOLER NG IMPERIAL08 BOX VERIFY / SPECS 4 DRAWINGS 13 1 FREEZER EVAPORA OR IMPERIAL OM 8.16 208 JBOX VERIFY SPEC 4 DRAWINGS FS 3 1.4 I FREEZER CONDENSING UNIT IMPERIAL 2 n 508 JBOX VERIFY W/MFG SPECS 4 DRAWINGS 2 KEG NEW AGE 33/3 tt 3 ILOT WIRE V CENTAUR 3 4 m O LVNG CENTAUR 4 5 1 ICE BER W/B N 7 R LTER HOSHIZ KM-130 -E 2. 220n40 JBOX In 5 b O V CENTAUR b HANDS W/ Y -18- X n /2 n 1 8 m 2 P P W/FAUCET LKAY EICIbX20-R-IBX In In F5 8 9 m I WORK TABLE EL Y B 30 08-BG 9 0 m R GLOBE SP20 62 20 G4P -I P 0 2 WALLY -2.84k 11 12 TABLE ELKAY 3OX12-BG 2 13 2 L t7UN E Y S-12-12X 13 D B N BE D 600 T m CLEAN DISHTABLE 3 COME 4 Y CD-96-R 2 / 2 n F 16 D CMA E - 16ID 120 1 cap In FS 16 Il m I FLOOR TROUGH KAY 2X60- 3 Il 18 m SOILED D / RINSE Y C /2 /2 8 m 0 V R 9 20 MOP SINK /SERVICE ET W Z 9%-24 In 1/2 2 20 21 ONE HEARTH 0 N STONE -MS- RU I. 120 JBOX 3/ 218K 21 2. F 4 D C G R G /6 120 BOX R / 4 D 2. 22 23 ILO 6 B ERY1 HBEND 362 320 08 G4P 3/ 62 23W. CENTAUR 2 `^ 23B 1 b BURNER RANGE THBEND 44362D 39ID 08 C4P 3/4 162K 235 V) 24 CH RBROILER THBEND HDC-36 3/ 120K 24 Z 2 GRIDDLEWDG-2 3/ 6OK 2 26 RIGERAIED EQUIPM DE 20060 120 C4P - P 26 J 21 FRYER /BATTER CABINET P CO 2- I S D 33 12A20 I G4P 1 AMPS-FRYER.3.1 BATTER CABINET 22 21 MM 28 I M -N R TRAULSEN G12010 95 20 C4P NEMA 5-15P 28 W (� 29 SS 1 HOOD C PTI IR C T 20 BOX C. LIGHTS-VERY /MFG C 4 D 29 < Z 29.1 X 4 D CAP?VE R 62 08 3 JBOX VERIFY / PE 4 D 29. f 292 m I MAKE-UP AIR CAPTIVE AIR CUSTOM62 208 3 BOX VERIFY W/MFG CS 4 DRAWINGS 233K VERY / CS 4 DRAWINGS 292 J 293 m SUPRESSION CAPTIVE R C 50 20 JBOX 293 29. m REMOTE PULLION CAPTIVE R C 29.4 30 m P PREP ABLE EL 826 PCB 9ID 20 C4P - P 30 Q 31 1 SANDWICH PREP TABLE 904 - 9ID 20 COP NEMA 5.15P 3 32 m I H TABLE RAND 366-240 125 208 COP NEMA6-20P /1 32 33 m TABLE W/HAND 4 C /2 n n 33 34 m P P T 34 35 m 6 DECORATIVE HE P HATCO -600 120 I BOX 20 BULB 35 36 m SERV C R / ND I 4 TER R CUS /2 2 n /2/FS 36 3 m BEVERAGE STATION 3 38 m B R B I LD 81 3 2 20 C4P /4 38 39 I BACK BAR COOLER C 55884 63 120 1 Cap 39 A55 CHILLER RUCK FR45 62 120 1 Gap 40 DRAIN BOARD 4FERLICK DERBAR BLENDER 0ID 120 Cap 3/8 3/8 2 3 2 ICE BIN bICI0 FS 3 44 m UNDERB R N 3/6 3/8 /2D RB R DRAINBOARD 46, m D R D ASHER - 3 20/208 BOX 3/4l COUNTER 4l REVISION INFORMATION 48 m 1 FLOOR TROUGH 5- 3 48 R DATE 9 m D R 3/ 40kPO 20 C4P VERFY Q. / UPPL R 051 BEER TAPS S I t4 i 4110113 1018113 2 FRONT BAR TOM 2 _ 3 m I BACK BAR CUSTOM 3 PPER BACK BAR 2 4122113 11113/13 OD DISPENSER W/WATER FILTER BY OTHERS 0 71P VERIFY i;Ea /SUPPLIER n FS VERIFY REa W/SUPPLIER 55 3 7N0113 11/14113 2 MICROWAVE PANASONIC 3. 120 1 GOP NEMA 5.15P b 4 7/28113 1MICROWAVE SHELF ELKAY 51 8 SPARE5 7129/13 59 SPA 9 6 BM13 60 ABLE ELKAY 1 60 bi mI I I WALSHELF EL Y 61 7 8124113 62 -IN REFRIGERATOR -23 b 20 C4P - b B 9126113 63 CAPTIVE R C 120 JBOX ELECTRIC L FOR L 63 64 I EXHAUST F 4 DUCT CPT AIR GUST 33 208 3 JBOX VERIFY W/MFG SPECS 4 D 64 This plan le the property of Berpmn 65 m MAKE-UP R C PTIVE AR T 33 208 3 JBOX VERIFY / SPEC 4 D 3/ 2 R PE 1 D ING 6 Ellingeon antl le loaned whlect to Me 66 RE P�86I C R ID 20 BOX 66 cpnafllan that It Is not to M copied, 6 /STAND GROENTDBC-40 30.0 208 JBOX 1 1/2 6 68 2 DOUBLE CONVECTION OVE BLODG ZEPN RE DEL 3ID 2 2 OX 2 3/4 120K 68 69 I B Y 69 reproduced,or ie either n 0 E F Y 0 whclaarin pad,Is not written pny my de,andis not toe but In SPAFE any way d fthe cod to the but l2y. SPARE Intere2 BAR REEK IN 3 H D EAGLE N-10-F 1 In 13 ©2ata BARGREEN ELLINOSON INC. 1 UCE E Y C 6X20- -Bk n nWORK Y lull WALL SHELF EL Y 6 3 FAUCET L Y l)n DRAWN BY: WALL SHELF N. SCHMELING PROJECT MANAGER: 4-yZ JOSH PUGH SHEET TITLE: EQUIPMENT SCHEDULE SHEET NUMBER m K-2 2 OF 12 "s \ -Cr PROJECT NUMBER 3 75 8 ELECTRICAL NOTES SUPPLIER DESCRIPTION Z I.ALL ELECTRICAL ROUGH-IN WOW,AND FINAL CONNECTIONS TO ALL FOOD r SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE KITCHEN EQUIPMENT U = CONTRACTOR'S PLANS TO BE PEF�FORMED BY THE ELECTRICAL CONTRACTOR PER NATIONAL AND LOCAL CODES. w O , GIGOGO'ry '! W N COO m LER E LI m COOLER EVAPORATOR 2.THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL BiAINLEB$ 4 m R tt ' ~ 13 FIREEZtS! 3.THE EL ELECTRITLET CAL CONNECTIONS,SPECICLE �FICA7ONS IN ICE AREAS,AND DIMENSIONS SHOWN ON 3 m LO WEG SHELVING d d20 xion 0°GD CO / a 11 I COOLERIN'sING UNIT _. W �6 THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE THE ARCHITECT'S co CO N i PLAN SET FOR ADDITIONAL ELECTRICAL REQUIREMENTS INCLUDING OFFICE,MENU 4 m 0 WIRE R BIN+ R R N / BOARDS,TELEPHONE AND DATA LINES,ETC. 6 m 0 W 1 m C DINSG:88 SEATS F+'i 4.THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR a 2 I P SINK W/FAUCET - EQUIPMENT HOOK-UFS AS REQUIRED BY CODE AND LABELING, S I MIXER TABLEOW II 2. WALL MOUNT SHELFr-.q?;'a '._ 5.ALL ELECTRICAL ROUGH-IN WOW AND ALL FINAL CONNECTIONS FOR ALL 12 m 1 WORK TABLE ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY BARGREEN ELLINGSON SHALL 3 2 SHELF BE PERfORI ED BY THE ELECTRICAL CONTRACTOR 1 CLEAN DISH ABL 3 it 7 CO 0O SHER 6.UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN 116 m I FLOOR TROUGH 'II CONTRACTS,IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL 18 m D RI FAUCET h+N 3 CONTRACTOR TO PROVIDE ALL ELECTRICAL-TYPE MATER148 INCLUDING,BUTK2 ----0000 20" a 19 m OT WIRE SHELVING NOT LIMITED TO:WIRING,SWITCHES,DISCONNECTS,FLEX,CONDUIT,CONTRACTORS, 21 m 1 MOP SINK U RVIC FAUC T 21 m LONE ARTH o cg TRANSFORMERS,THERMAL OVERLOAD PROTECTORS,MAGNETIC STARTERS,SHUNT 21.1 m it --- --- --, �- CO TRIP BREAKERS,ELECTRICAL PANELS,CORPS,PLUGS,COVERS,ETC. 232a m o RE SHELvING Z2c0'Y2o• --- I m b BURER RANGE --- l RANGE _ !I 1. ELECTRICAL CONTRACTOR SHALL PROVIDE THE KITCHEN EQUIPMENT 22q m I CHIA6 RBRD LER 64NCJJE7: ` E4rr, 42' 1 I FIRE CONTRACTOR WITH ELECTRICAL PANEL(S)SIZE AND LOCATION ALONG WITH 25 m I GRIDDLE AVAILABLE VOLTAGE AND PHASE. 26 m 1 REFRIGERATED E IPMEN7 BLAND 4 d+120" 21 m I R BATTER CABINET -- „ S.THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL ?g RAE 5 jINHOOD R ,440 COMPONENTS FOR WALK-IN REFRIGERATORS AND FREEZERS INCLUDING,BUi NOT 29.1 EXHAUST t DUCT "®" �2' ! LIMITED iO:LIGHTS,DOOR VENTS,SOLENOIDS,TIME CLOCK$,DEFR08T CIRCUITS 292 CZ MARE-UP AIR /� AND INTERCONNECTIONS BETWEEN REMOTE COMPRESSORS AND INTERIOR 293 m FI I� ll /) MOUNTED EVAPORATOR COILS. ELECTRICAL SHALL ALSO PROVIDE 29a m REMOTE PULL STATION �1 !/ 30 m PIZZA PREP TABLE DISCONNECTS AND iHERMO.OVERLOAD PROTECTION FOR COMPRE580RS. 3 m W P 46`24 1 ! 32 m i TABLE TABLE .•Ir" ! 33 m ABLE W/NAND SINK 1 FAUCET .120' r ^ 9.THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL NEAT TAPE ON CO 34 PICK UP STATION 4E DRAIN LINES IN DANGER OF FREEZING. VERIFY LENGTH WITH REFRIGERATION 3 6 D HE � CONTRACTOR BEVERAGE iAER� R R 39 J 5 b 0 33-9P W L: ✓ U,24 10.THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT THE POWER � COFFEE BRE R 0 � k:A L ,120" ,48"50 -1--- -- O BOX FOR EACH ICE MACHINE HEAD. 40 1 G CHILL ER I ,.. _,I III KILS AREA IL IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO CID 49 m 2 c-E-TK-- ER S -' PROVIDE INTERCONNECT SWITC�HIING BETWEEN THE KITC14EN HOOD EXHAUST FANS 43_-= l� p��t �T 46._.m UNDE D R ,�..�.;i I 48 WALL-� J AND THE KITCHEN MAKE-UP AIR SYSTEMS AS REQUIRED PER LOCAL CODE AND m IAJDERBAR DRAMBOA I�IT SHALL BE THE RES 49 m FLOOR ?'WAS I h Q AI� l9 � ��Y �� 41 m COUNTER CKI PROVIDE ELECTRICAL CO CONTRACTORS ON ALL ELECTRICALOUTLETS,A NCTION 3 l 2 ' " 05 I c BOXES,ETC.LOCATED UNDER ANY CLASS I EXHAUST HOOP 80 A8 TO 5 I R I 36 �GA ��CO CO 50 13. ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS OF CASH ` ,e24 cLG/ 2" co DISCONNECT UPON ACTIVATION OF THE FIRE SUPPRESSION SYSTEM. B R 3 BACK R 55 5 mSODARD A CK B R R ITT _ " 35 _ - -1 i'; I: ------ --- REGISTERS,PRINTERS,COMPUTERS,SOUND SYSTEM,ETC.INCLUDING CONDUIT � � I",_^ t 36"'� I 38 9 A 1 ........ ._ rdJNB AND DEDICATED/ISOLATED OUTLET REQUIREMENTS. 5 MIGROWA 56 w0 14.ALL DIMENSIONS SHOWN ARE FROM GRID LINES,FINISHED WALLS OR FINISHED 11 WOW5 i 48'CO ; 6� WALL LF (' ------ 8 TABLE FLOORS TO CENTER LINE OF ELECTRICAL OUTLET BOXES.HEIGHTS ARE COOL TO BE TAKEN FRAM CURBS OR PLATFORMS. 62 -IN REFRIGERATOR L ----- -- / I 63 1 C I'.. a,' s24'30 64 X FAN S DUCT .24�[ONL- .. �3 a .24' �i.,.... �i\� " 65 I MAKE. RGO REVISION INFORMATION ELECTRICAL LEGEND 66 1 FlESUPRE5AND 62 1 .I 28 T 26 32 ,4 29. _.'T _-_"J. ..-.' tt DATE 69 m I i ,241160 ,241168 ,24" CA 29 'I q8'. 24"J 24- _' `..� _ �� ' II /^ 0 411A3 6 I ,48 t\ `\ ' _ 21 1 4110113 1018113 68 B C 0 61 3 errtaol DESCRIPTION 0 I WALL SHELF -. J 63 Julmm v. ::.._:..� ,x} :...:.: T, v- L 1 21.1 QJ 2 4122113 iiN3N3 Box 13 H NK W/FAIJC 7 3 ` ` 64 'qg° yrt '— 3 7/10113 11/14113 - PA-EX WILET(DCO) 14 m 1 COMP sl W/F L 65 CO ._ - 'j l 4 7/26113 20 VOLT OZW(SCO) 16 4w LLL A E J J J J I'. ,, 12 66 : ....: -- --..... ...-- - ..... _:_l. .. 5 7129113 11 3 COMP SINK W/F m _ L _1I.0 .�,.... 0 ,.� (II i Is ..'77771 '.. 8 BM2113 J O FLOOR MT1 ens 18 WALL SHELF 1 j F it i 1 ! 7 9124/13 p FLootaTLEr DEDICATED/ISOLATED (,__I:- ___ r B 9128113 84 aura+ 5 II n ThlsplanlsthepropertyofBergran - s LWFIXIURE 5GIU.LERY ,12"� I -,12"� PREP II cllingson and an Xbn annII Is not Inelect to cupladhe /1 FIELD COMECTION .12" OR G ___.... - - __ y reproduced,or disMbded either in awwV VEAT TAPE ' ! � whole or in pad,without written ' yam,J permission and is m tto bb used In MOTOR I-V' ........ ........ �, Ti. 1;1 N"' Il .. .__ - l any way detrimental to the bat GO ,N� I .._:. .... G _.. .. II - " ,,," Interests of the comparry. OT 1uER^aeTAT .: '" i I/� �/�L ;l"f/!' .��!., / s:�l/ '�/ �/�L�.�.!_.L! .—.—.—. @2012SARGREEN ELLINGSON INC. m SIXENOID ® PDAIEISKw0014,ECTIGN Q therorS Amp cotmie4moUTI.ET ELECTRICAL ROUGH-IN PLAN EP DRAWN BY: a P of 8cdle:l/4"d'-0' LI ----- -_ ---L _L I EXIST.DUMPS7ER PROJECT�MANAGER: cLG L � JOSH PUGH EXIST.SEWER CLEAN OUT 71 -- _.....;....__._..... - .._. P I. f ..� s" 1 SHEETTITLE: rt° 1 1 11I �I 'I I, I ELECTRICAL I ROUGH-IN l Bs PLAN s. SHEET NUMBER K-3 r 4 '14F.C:LIP AIQ UNIT 3 OF 12 ' PROJECT NUMBER 3475 I ' I `ei.E PLUMBING NOTES SUPPLIER DESCRIPTION Z I. ALL PLUMBING ROUGII WORK AND FINAL CONNECTIONS TO ALL FOOD w 0 W Z SHOWN AND RELATED EQUIPMENT AS SH ON THE KITCHEN EQUIPMENT u� CONTRACTOR'S PLANS TO BE PERFORMED BY 714E PLUMBING CONTRACTOR - aL U PER NATIONAL AND LOCAL CODES. -iNCOOLERFFEEN - 11 1 1 COOLER EVAPORATOR - �'- E: - 2.UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN 12 Ca 1 COOLER CONDEINGNS UNIT CONTRACTS,IT SHALL BE THEUMBING RESPONSIBILITY OF THE PL 3 m FREEZER EVAPORATOR H AI S v CONTRACTOR 70 PROVIDE ALL PLUMBING-TYPE MATERIALS INCLUDING Y m I KEG RACK ! n n n n VALVES,TRAPS,LINE STRAINERS,FLOOR SINK COVERS,PRESSURE 3 m ILOT WIRE SHELVING rT, B REGULATORS,SI 4 m ILOT WIRE SHELVING ! "--_ f F+1 PHONBREAKERS,ETC. 5 m I ICE CUBER W/B t R FILTER ILOT WIRE SHELVING 3. PLUMBING CONTR GREASE SHALL SIZE,RJRNIS14 AND INSTALL ALL ASE 9 m I HAND SINK FAUCET N b m _i 1 WOW TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND 8 m 2 I COMP PREP SINK W/FAUCET LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR 10 m I MIXER ;^ II m 2 WALL MOUNT SHELF IIN'�NG.SS SEATS . 4.PLUMBING:CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS"SHUT-OFF 12 m I WOW TABLE VALVES FOR EACH PIECE OF EQUIPMENT WITH PERMANENT I.D.TAGS AS 13 m 2 WALL MOUNT SHELF WELL AS THE MAIN GAS VALVE(8). iINGREDIENT BIN 5 m 4 CLEAN DISHTABLE W/3 COMP SINK t FAUCETS I6 m DISHWASHER 5.PLUMBING CONTRACTOR 814ALL FURNISH AND INSTALL ALL DIRECT SINK I m FLOOR I W WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS SHOWN ON B m SOILED D LE W/PRE RINSE FAUCET PLANS PER LOCAL CODES,INCLUDING TRAPS,TAIL PIECES,LINE STRAINERS, IS m ILOT WIRE SHELVING 0 2 I NK W/m RV FAUCET SE GE , F+'1 i W K-M SA WAS SAS -REQUIRED.INDIRECT GT WAS AND AL CONDEN TE TE LINES, � RED ND RE WASTE 21 m I STONE HEARTH OVEN chi a LINE ROUTING THROUGH CABINETS SHALL BE IN A MANNER SO AS TO 21.I m I t DUCT 0 MAXIMIZE USABLE STORAGE SPACE. 22 m ILOT WIRE SHELVING j� U 23A m 1 6 BURNER RANGE v is 6.ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL 235 m 1 6 8URNER RANGE SHALL BE RAN IN COPPER 25 m I CH GRIDRBROILER -- ------- 26 m REFRIGERATED EQUIPMENT STAND , }.THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION 21 m I FRYER W/BATTER CABINET = (4�2+a .� MATERIAL ON ALL DRAINLIES FROM ICE BINS ICE PANS ETC SO AS TO 28 IZI I RAECH-INFREEZER LA --(1-i '- ' 1 FIDE I e - 29 m I ELIMINATE CONDENSATION FORMATION. 25.1 m I EXHAUST FAN t DUCT 2ff2 m I - AIR 2i; 41 FS 8.ALL INDIRECT WASTE LINES TO HAVE A 2"MINIMUM AIR GAP. 233 m 1 FIRE SUPRa'ESSION 43 42 j �l 29.4 m 1 F49MO LSTATION _ 30 m 1 PIZZA PREP TABLE 44'11 S.FLOOR SINKS SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING 3I m I SANDWICH MP ABLE 2 CONTRACTOR M LOCATIONS SHOWN,AND SUPPLIED WITH 3/4 GRATE OR AS 32 m 1 HOT FOOD TABLEg2 44' SPECIFIED.AREA DRAINS,IF REQUIRED,SHALL BE VERIFIED WITH THE 33 Ca TABLE W/HAND SINK t FAUCET FS ARCHITECT. 34 m 1 PICK UP STATI ^I, +I T I� 35 Ca 6 DECORATIVE HEAT LAMP 36 m 1 SERVICE COUNTER W/HAND SINK/FAUCET t WATER F L ER r 3 d1 D �� Q 10.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO 31 m 1 BEVERAGE STATION VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS UA41CN 38 m E BREWER ,-- 6 ''� REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL 35 m COOLER 43 ou pg 40 m 1 GLASS CHILLER /�,' MEMBERS IN 714E FLOOR 41 m DRAM BOARD _Ll j o'-' 33'-9f % Q Z IL THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL 5 m 2 ICE U DE BIN �R D�rz HAND � �o � � �� a � _L � m O 42 m 1 UdD-RB BLENDER STATION �I 5' FLOOR DRAINS ON THE JOB SITE SO AS TO ENSURE THE BEST SLOPE Z POSSIBLE OF THE SURROUNDING FLOOR 70 THESE DRAINS. 46 m I UNDERGOUNRER DISHWASHER — f M. PLUMBER SHALL FUR 15H AND INSTALL PRESSURE REDUCING VALVE(S) m I SL ANDER --- -- - - KIr q q J 4T m COUNTER I' TROUGH AT DISHWASER(S),GLASS WASHERlS),STEAMER(:)AND OTHER EQUIPMENT, 50 m 3 Po �'40 wAL4 Q A5 REQUIRED. m BEER TAPS 2 m I BAR ll �_,:g ,JA_ 13. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO 3 m I BACK BAR -- — ENSURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. 54 m I UPPER BACK BAR I }} O .Ib"55 36 14+ - FS 35 .Ib" FURNISH AND INSTALL ALL WATER HEATERS FOR THIS PROJECT AND TO I SODA DISPENSER W/WATER R 36 WATER TEMPERATURE TO THE DISHWASHER SHALL BE 140'.COORDINATE } I MICROWAVE SHELF JqI 36 513 SPARE U - 'I _,- `p 55 56 2 (CROW YE �.- .I I vE E L- ry , , LOCATION OF WATER HEATER WITH KITCHEN EQUIPMENT CONTRACTOR 58 PA }4 _ ___ ____ __ / „�- ;, 4.THE MBING ONS,SPECIFICATIONS AND ION THESE UPLLANS ARE FORIFOOD SERVICE EQUIPMENT DIMENSIONS SHOWN 62 m I REACH-IN REFRIGERATOR b0 m WOW TABLE ��, bl m I WALL SHELF , --•--r_ -- -- --.-. ./ I T)i ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR i1416 63 m Y. SEE I HOOD PROJECi. 64 =1 I MAKE-UP AIR m I EXHAUST FAN t DUCT T3 e - 6a m 2 DOUBLELWCONVVECTION OVEN ----- l3 - - ^�� REVISION INFORMATION 66 m I FI SUF'RES610N 6S I WORK TABLE . y, s, _ �I n once PLUMBING LEGEND 10 1 WALL F J� 30'- 't133 0 41113 11 } 33 -- - _ - - w ,3 " 1 M70113 1018113 12 �-� � � �- - __$ 13 I AND MK W/FAUCET 0 ba--- 0 68 frT 1T 1 SYMBOL DEspzprlar 14 2 1 COMP SINK W/FAUCET \ _ _ .�. !f 2 7110113 11/14113 • NOT W41ER BIFPLY 15 m I U10pC TABLE T \I L E J I l 3 7110113 11/14113 WALL 1 4 726113 O COLD WATER&11"MY 1� Ca I 3 COMP S� CET III r�.'r_ = _ � I' + .J s , ____' , ��• _ c u t '.. { �— _ _ J _ ��. �� 6 7129113 DIF£OT eIABTE i I / C�� 21 s 18 m I WALL SHELF I; _ ✓✓✓�/� FLOOR 6W NO GRATE -_ _ !V, 6 6122113 ® hT Imo. _� -� 1 -_ i II/ 7 9124/13 _ ® FLOOR 6WiNGWh _ _ . . L "�_,-Ji.... HI, '.-.__ , y__ -- a -_ r 6 9126113 KIM ,�. ___-. — —_ }�. �..,a —�, ..:gel �_^ This len rothe ro t0ar MOOR SINK,3/4 GRATE - o � y P property o green _ Ellingson and is loved subject to the O BOOR DRAM -'i =a� } s reproduced, eprodvucd,xcondition that is not tobe copied, in H5 5 2 f } ♦ a 13 '� whole or m p tl wltlmot wed ritten n Q EE`,ERAGE LINE PVC SAID-the Va -- 20 _ --- n l� R13fdf#WTICN CGNEOTICN 65 r aY wal'daMmeM lto the busedi li ' 1 I}) :I'c# �'..`. -'-.. IN ��f IMereste 0ffhe company.1N ®20t2 BHROREEN ELLINGSON INC. tieLDCC�aiai Its � _ IIII, a /; 47[, �- I,� DRAWN BY: i" SCHMELING 'LUi"RING ROUGH-IN PLAN ��I_E�� / PROJECT MANAGER: 8:ala I/4".I'-®' EXIST.SEWER(LEAN OUT �. JOSH PUGH T I IliAL GA5 CONNECTION - � J \� — -_ .__. I E70SL WMPSIER SHEETTITLE: 5/S' GYP.WALL UJ/S/S ---- �kEZE WALL LINER,rYP. - PLUMBING GAS PIPE SIZED PER r' I ROUGH-IN IN MF.SPECIFICATIONS -- - SHEET NUMBER FLEXIBLE GAS LINE I TO EQUIP.,SIZED E PERFIC. K-4 SPECIFICATION. ALLOW ENOLIGH SLACK LINE TO PULL 4 OF 12 EQUIP.24"MIN.FROM WALL,TYP. " PROJECT NUMBER STRAINING CA5LE 3475 d E �d REVISIONS DESCRIPDON DAIS: - #1911 911'LAYER OF INSULATION FACTORY ° O EXHAUST PLENUM HOOD CONFIG. INSTALLE➢IN INTERNAL BACK STANDOFF. MAX, TOTAL E ME TAG MODEL LENGTH COOKINETS 0 INCH REQUIREMENTS FOR ° Boon RISERCS) HOOD CLEARANCE TO COMBUSTIBLE SURFACES. Cn G TOTAL SUPPLY ND TO NO. TEMP. EXH. CFM WIDTH LENG. DIA. CFM S.P. CFM CONSTRUCTION END ROW ° F� ° z 5424 15' 0,00' 600 10' 19' 2025 -0,462' 430 SS 1 MAIN Deg 4050 3240 ALONE ALONE ND-2-PSP-F Where Exposed 10, 19, 2025 -0,462' H 10, I 10' 6024 10' 0,00' 450 10' 20' 2150 -0.450 430 SS 3 PREP 2150 1720 ALONE ALONE Eid ND-2-PSP-F Deg' Where Exposed 191 FILTERCS) LIGHT(S) UTILITY CABINETS) FIRE HOOD 'I 'I a W HOOD FIRE SYSTEM ELECTRICAL SWITCHES I TAG WIRE SYSTEM ANGIN III = NO. TYPE QTY.HEIGHT LENGTH QTY. TYPE LOCATION GUARD TYPE SIZE MODEL # QUANTITY PIPING WGHT 54• Listed Incandescent Light Fix > Fixture-High Temp Assembly .n 9 16' 20' 1 Light 858 1 MAIN SS Baffle with Handles 5 Incandescent NO Left Ansul R102 3,0/3.0/3,0 SC-EMSllll 1 Fan YES LBS Ud J as 6 16' 20' 1 Light 584 y 3 PREP SS Baffle with Handles 3 Incandescent NO Left Ansul R102 1,5 SC-311110FP 1 Fan YES LBS tlllt nbinet 28' 28' 28' 28' HOOD TAG OPTION I T T I I N o NO. I I I MAIN RIGHT QUARTER END PANEL 23' Top Width, 0' Bottom Width, 23' High 430 SS ie• 12' 12' I 12' 12' LEFT QUARTER END PANEL 23' Top Width, 0' Bottom Width, 23' High 430 SS a INSULATION FOR BACK OF HOOD I ®L 9' 3 PREP RIGHT END STANDOFF 3' Wide 60' Long Insulated 1 or INSULATION FOR BACK OF HOOD Y� 45' 90' 45' 4,RISER(S) HOOD TAG POS. LENGTH WIDTH HEIGHT TYPE I , W NO. WIDTH LENG, DIA. CFM S.P. 1 MAIN Front 192' 18' 6' MUA 12' 28' 810 0.244' 2' I 4e• I 48' 148' RV MUA 12' 28' 810 0.244' '` a —12, is'O.oO'Nom✓IS'0.DO'O➢ MUA 12' 28' 810 0.244' _ MUA 12' 28' 810 0.244' 16-0.00'Overnit Length on 3 PREP Front 135' 14' 6' MUA 12' 28' 856 0.217' 1, Q MUA 12' 2B' 856 0.217' PLAN VIEW — Hood #1 (MAIN) 2 (f� 15' 0.00" LONG 5424ND-2—PSP—F > Q z NOTE, Additional hanging angles provided for hoods 12'and longer. w J O ND-2 Series with PSP Accessory Specification m z The model ND-2 with PSP Accessory Is a compensating ' > J canopy hood rated for all types of cooking equipment, PLENUM PROTECTION The hood shall have the size, shape and performance NOZZLE z Of specified on drawings, z Q Construction shall be type 430 stainless steel, with a #3 or #4 polish where exposed. The manufacturer, ETL DUCT PROTECTION and NSF shall determine the Individual component NOZZLE construction. Construction shall be dependent on the structural tappllcation to minimize distortion and other DETECTORS defects. All seams, Joints and penetrations of the INCANDESCENT LIGHT FIXTURE-HIGH TEMP hood enclosure to the lower outermost perimeter ASSEMBLY,INCLUDES CLEAR THERMAL AND that directs and captures grease—laden vapor and SHOCK RESISTANT GLOBE(L55 FIXTURE) exhaust gases shall have a liquid-tight Continuous 54• external weld In accordance with NFPA 96. The hood EXHAUST RISER shall be wall type with a minimum of four connections ATTACHING PLATES for hanger rods, Connectors shall have 9/16' holes SUPPLY RISER WITH pre-punched In 1 M' x 1 M' angle Iron at the factory HANGING ANGLE VOLUME DAMPER to allow for hanger rod connection by others. .--i 4' I_ 23.Sz OPEN STAINLESS The hood shall be furnished with U.L. classified filters, APPLIANCE PROTECTION REVISION INFORMATION 16'SS BAFFLE WITH 3/4' STEEL PERFORATED PANEL supplied In size and quantity as required by REMOTE MANUAL NOZZLE ventilator. PULL STATION Q # DATE HANDLES AND HOOK — 6' The filters shall extend the full length of the hood 3 0 411113 V LAYER OF INSULATION FACTORY and the filler panels shall not be more than 6' In INSTALLED IN 3'INTERNAL STANDOFF. IB' width. 0 1 4110113 1018113 MEETS 0 INCH REQUIREMENTS FOR 24'NOM, 2 4122113 11113/13 CLEARANCE TO COMBUSTIBLE SURFACES, The hood manufacturer shall supply complete computer generated submittal drawings Including hood sections REMOVABLE STAINLESS O 3 7/10113 11114/13 STEEL SERVICE DOOR ` OPTIONAL PRE-WIRED ELECTRICAL view(s) and hood plan vlew(s). These drawings must be ` TERMINAL BOX WITH TERMINAL STRIPS, � 4 7126113 available to the engineer, architect and owner for AGENT TANK 3-PHASE CONTACTORS AND OVERLOADS 0) IT IS THE RESPONSIBILITY their use In construction, operation and maintenance, FAN AND LIGHT _�_ OF THE THE HEECT/OWARA TO P CIF APPLICABLE) $ 7129/13 ENSURE THAT THE HOOD CLEARANCE CONTROL PANEL 6 8122113 FROM LIMITED-COMBUSTIBLE Exhaust duct collar to be 4' high with 1' flange, Duct OEM RELEASE/ AND COMBUSTIBLE MATERIALS sizes, CFM and static pressure requirements shalt be BRACKET ASSEMBLY 7 9/24/13 IS IN COMPLIANCE WITH as shown on drawings, Static pressure requirements Q Q LOCH.CODE REQUIREMENTS, 23' shall be precise and accuratel air velocity and volume 3 8 9126113 Information shall be accurate within 1-ft Increments along the length of the ventilator. TYPICAL ANSUL R-102 SYSTEM LAYOUT I This plan is the property of Bargreen Ellingson and is leaned subject to the 48.0'MAX U.L. Incandescent light fixtures and globes shall be Ln Q condition that it is not to be copied, GREASE DRAIN Installed and pre-wired to a Junction box. The tight � reproduced,or distributed either in WITH REMOVABLE CUP 23' fixtures shall be Installed with a maximum of 4'0' C3 O whole or in pal,without written LEFT AND RIGHT QUARTER END PANELS spacing on center and allow up to a 100 watt standard light bulb, permission,and is not to be used in any way detrimental to the best d Q interests of the company The hood shall have- 1-- ,2 DARGREEN ELI I—ON III 80'AFF TYP. - A double wall Insulated front to eliminate condensation and Increase rigidity. The Insulation shall SPECIFICATIONS have a flexural modulus of 475 EI, meet UL 181 DATE: 11/13/2013 requirements and be In accordance with NFPA 90A and THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE-ENGINEERED DRAWN BY: 90B, TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED DWG.#: SCHMELING - An Integral front baffle to direct grease laden WITH UNDERWRITERS LABORATORIES, INC. (UL) vapors toward the exhaust filter bank, 1911091 PROJECT MANAGER: EQUIPMENT - A built-In wiring chase provided for outlets and THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION BY OTHERS electrical controls on the hood face and shall not Z JOSH PUGH WITH LOCAL OR REMOTE MANUAL ACTUATION, ACCESSORIES SHALL BE AVAILABLE DRAWN penetrate the capture area or require an external FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT-OFF APPLICATIONS. BY:ryan85 L nn,, chase way, 1n. SHEETTITLE: - Removable grease cup for easy cleaning. THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM SCALE: 1J- ACETATE-BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT The hood shall be ETL Listed as 'Exhaust Hood OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS 3/4" = 1'-0" � HOODS Without Exhaust Damper', NSF Listed and built In WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. accordance with NFPA 96. MASTER DRAWING LU THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE The hood shall be listed for 450'F cooking surfaces LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND 1.L at 150 CFM/ft, 600•F cooking surfaces at 200 CFM/ft, INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SHEET NUMBER and 700'F cooking surfaces at 250 CFM/ft. The hood SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ V shall be ETL Listed as 'Exhaust Hood Without Exhaust LINKAGE ASSEMBLY, Q SECTION VIEW 5 4 —2—P P—F Damper'. 1L HO SHEET NO. K-6 6 OF 12 s PROJECT NUMBER 3475 d E �d REVISIONS DESCRIPTION DATE: 33 Q O 3 VHB—G Series Specification Q The VHB-G series heat/condensate hood Is a single Q wall vent hood used In non-grease applicatlons for the removal of heat, vapor etc. Hood shall have the size, shape and performance specified on the drawings. 14 0 Construction shall be type 304 stainless steel with a #3 or #4 polish where exposed. Hood shall have a I W full perimeter gutter with a 1/2. OD Bolt thread WI connection. Hood shall be wall or Island type M 7 with fully welded 10 gauge corner hanging angles, I I H Corner hanging angles have a .625 x 1.500 slot pre-punched at the factory, allowing hanging rods I 'f od o W to be used for quick and safe Installations, Hanging rod and connection Is provided by and Installed by III �y others. �wJ The hood manufacturer shall supply complete (aj /hl submittal drawings Including hood section views(s) and J hood plan vlew(s). These drawings must be made available to the engineer, architect and owner for their use In construction, operation and maintenance. ZE J MM Exhaust duct collar to be 4' high with 1' flanges. 0 Duct sizes, CFM and static pressure requirements II a shall be as shown on the drawings. Hood shall be ETL I o Sanitation listed, �a d 1 0 lob, N) 0 a >Q r^ w VQ, Z w 00 ' Q Z z Q I'LAYER OF INSULATION FACTORY INSTALLE➢IN INTERNAL BACK STANDOFF. INCANDESCENT LIGHT FIXTURE-HIGH TEMP MEETS 0 INCH REQUIREMENTS FOR I'LAYER OF INSULATION CLEARANCE TO C➢MBUSTIBLE SURFACES. FACTORY INSTALLED IN ASSEMBLY,INCLUDES CLEAR THERMAL AND 3.00'END STANDOFF MEETS 60' SHOCK RESISTANT GLOBE CL55 FIXTURE) 0'REQUIREMENTS CLEARANCE TO COMBUSTIBLE SURFACES. EXHAUST RISER ATTACHING PLATES HANGING ANGLE SUPPLY RISER WITH VOLUME DAMPER 4' l 23.5%OPEN STAINLESS 10, REVISION INFORMATION 16'SS BAFFLE WITH 2 3/4' STEEL PERFORATED PANEL HAS➢LES AND HOOK I Q # DATE 6' 3 0 4/1113 1'LAYER OF INSULATION FACTORY 20' 1 4/10/13 1018113 INSTALLED IN 3'INTERNAL STANDOFF. 14'--I 2 4122113 11113113 MEETS 0 INCH REQUIREMENTS FOR 24'MOM. CLEARANCE TO COMBUSTIBLE SURFACES. 60' UL.Listed Incandescent Light � 3 7110113 11/14113 Fixture-Hlgh Temp Assembly 4 7/26113 IT IS THE RESPONSIBILITY < 0) OF THE THE TO 6 71291,3 ENSURE THAT THE HOOD CLEARANCE -- FROM LIMITED-COMBUSTIBLE 8/22113 AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH ¢ Q 7 9124113 LOCAL CODE REQUIREMENTS. 3 6 9/26113 This plan is the property of Bergman Utility Ellin s and loaned subjectto the binet 28' 28• g on an 48A'MAX ® Q condition that itis not to be copied, reprotluced,or distributed either in GREASE DRAIN WITH REMOVABLE CUP O whale or in paA,without written 14' t2' 12' _Q U t permission,and n not to be used in any way detrimental to the best ® I ® d Q intends epR1R the EEON PLLINISON INC 80'AFF TYP. 7' 7' DATE: 11/13/2013 60' 60' DRAWN BY: DWG.#: SCHMELING EIXIIPMENT 331/2' I 67' I 341/2' 1911091 PROJECT MANAGER: BY OTHERS 12' 10'0.00'Nom./10'0.00'On 3' DRAWN Z JOSH PUGH BY.ryan85 SHEET TITLE: 11'-3.00'Overall Length SCALE: OL 3/4" = 1'-0" PLAN VIEW — Hood #3 (PREP) MASTER DRAWING HOODS 10' 0.00" LONG 6024ND-2—PSP—F SHEET NUMBER SECTION VIE —10�D 3F0 SHEET NO. OL K-6 . 1 70F12 'Cr PROJECT NUMBER 3475 ?E a� �d REVISIONS DESCRIPTION DATE: FAN k1 NCAIBFA—EXHAUST FAN(EF—MAIN) Q O FAN UNIT TAG FAN UNIT MODEL # CFM ESP. RPM H.P. 0 VOLT FLA WEIGHT (LBS.)SONES Q (n NO. (h 1 EF-MAIN NCAI8FA 4050 1.300 1072 2.000 3 208 6.2 198 16.3 3B 7/8 FEATURE& 6 1/2' H 4 EF-PREP NCAI4FA 2150 0.800 1188 1.000 3 208 3.3 134 14.2 -ROOF MOUNTED FANS 26 1/2' —RESTAURANT MODEL —UL705 AND UL762 F�1 MUA FAN INFORMATION — Job 191�O91 WIRING SOUND AND AIR CERTIFIED VENTED - -WIRING FROM MOTOR 7O DISCONNECT SWITCH ,(/) CURB FAN -WEATHERPROOF➢ISCONNECT UNIT TAG FAN UNIT MODEL # BLOWER HOUSING CFM ESP. RPM H.P. 0 VOLT FLA WEIGHT (LBS.)SONES -HIGH HEAT OPERATION 3001(149•0 20' NO. -GREASE CLASSIFICATION TESTING I d o 3 MAU—MAIN A2—D,250-1515 G15—PB A2—D.250 3645 0,500 842 2,000 3 208 6.2 792 13.8 �- o Iry, a 33 3/B NORMAL TEMPERATURE TEST 20 STEELUG� 5 MAU—PREP AI—D.250—GIO G10 Al—D,250 1935 0.500 1027 1,000 3 208 3.3 589 17.5 EXHAUST FAN MUST OPERATE CONTINUOUSLY CONSTRUCTION I I I - 29 1/2 WHILE EXHAUSTING AIR AT 3001(149•C) I UNTIL ALL FAN PARTS HAVE REACHED I I 7A IS FIRED MA —UP UNII THERMAL EQUILIBRIUM,AND WITHOUT ANY FAN ACTUAL DETERIORATING EFFECTS TO THE FAN WHICH INPUT OUTPUT REQUIRED INPUT GAS \ 3' FLANGE @) UNIT TAG AIR TEMP RISE GAS TYPE vouLn CAUSE UNSAFE OPERATION, N0. DENSITY? BTUs BTUs PRESSURE REASE DRAIN / \ m 2 ABNORMAL FLARE-UP TEST J 3 MAU-MAIN YES 232725 214107 55 deg F 7 In. w,c. - 14 In. w.c. Natural EXHAUST FAN MUST OPERATE CONTINUOUSLY ` ROOF OPENING ` WHILE EXHAUSTING BURNING GREASE VAPORS 5 MAU-PREP YES 123546 113662 55 deg F 7 In. w.c. - 14 In, w.c. Natural I I AT 6Do•F t316•C)FOR A PERIOD OF \ \ 24 DIMENSIONS 15 MINUTES WITHOUT THE FAN BECOMING 24 F — IB DAMAGED TO ANY EXTENT THAT COULD CAUSE FAN AN UNSAFE CONDITON, UNIT TAG OPTION (Oty. - Dili NO. 24 1 EF-MAIN I - Grease Boxy a 2H GREASE BOX 1 — Extra Set of Belts EXTRA SET OF BELTS G -\,�� 3 MAU-MAIN 1 - Motorized Backdraft Damper for A2-D Housing \ ' O 1 - AC Interlock Relay - 24VAC Coll `DUCTWORK BETWEEN m 1 - Low Fire Start EXHAUST RISER ON HOOD a 1 - Inlet Pressure Gauge, 0-35' AND FAN (BY OTHERS) d z 1 - Manlfold Pressure Gauge, -5 to 15' we I` to 1 - Extra Set of Belts n. I - Separate 120V Wiring Package (Required and used only for EMS or Prewlre with VFD) - Three Phase Only °J Q d 1 - Size 2 Direct Fired Heater Low CFM Profile Package. Used on Heaters under 2500 3 > 4 EF-PREP I - Grease Box m V J 1 - Extra Set of Belts 5 MAU-PREP 11 - Motorized Backdraft Damper for AI-D Housing N MJ�Y1 O 1 - AC Interlock Relay - 24VAC Coll Ly 1 - Low Fire Start ' of ¢ Z 1 - Inlet Pressure Gauge, 0-35' ui J 1 - Manifold Pressure Gauge, -5 to 15' we a 1 - Extra Set of Belts ? Q 7 FAN EXHAUST SUPPLY UNIT TAG NO. GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED WALL CUP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT I EF-MAIN YES 3 MAU-MAIN YES 4 EF-PREP YES 5 MAU-PREP REVISION INFORMATION NO. FAN WEIGHT ITEM SIZE Q N DATE I # 1 41 LBS Curb 26,500'W x 26.500'L x 20.001 Vented Hinged 3 0 4/1113 1 4110/13 1018/13 3 # 3 76 LBS Curb 31.000'W x 79,0001L x 20.000'H Insulated FAN#4 NCAI4FA-EXHAUST FAN(EF-PREP) 2 4122113 11113113 4 # 4 36 LBS Curb 23.000'W x 23.000'L x 20.000'H Vented Hinged 0 3 7110113 11114113 5 # 5 63 LBS Curb 21,000'W x 71.000'L x 20,131 Insulated 4 7/26113 33 3/4 FEATURES, 23 _5-- 5 7/29113 —ROOF M13UNTE➢FANS 23' 6 7 9 12124/13 /13 -RESTAURANT MODEL Q Q —UL705 AND UL762 3 8 9/26113 —AMCA SOUND AND AIR CERTIFIED n VENTED —WIRING FROM MOTOR TO DISCONNECT SWITCH ({/) CURB I This plan is the property of Bargreen WEATHERPROOF DISCONNECT ^d� Ellingson and is loaned subject to the —HIGH HEAT OPERATION 300•F C149'C) 20' X(/�} Q condition that it is not to he copied, —GREASE CLASSIFICATION TESTING /2 whoc or in pardistrhutwrited iten In 6N�J O whole or in earl,without written 30 1/2WREASE NORMAL TEMPERATURE TEST STEEL permission,and is not toheused in 20 GAUGE � U anyway detrimental to the hest EXHAUST FAN MUST OPERATE CONTINUOUSLY CONSTRUCTION d Q interests of the company. 23 WHILE EXHAUSTING AIR AT 301(149•C) I— �- 's)2mz BARGR--N ELLINGSON INC. UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM,AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH \ \ 3' FLANGE DATE: 11/13/2013 WOULD CAUSE UNSAFE OPERATION. DRAWN BY: DRAIN ABNORMAL FLARE—UP TEST DWG.#: ROOF OPENING PROJECT MANAGER: SCHMELING 1911091 EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS \ \ / DIMENSIONS I AT 600-F(316•C)FOR A PERIOD OF \ 21 z JOSH PUGH 15 MINUTES WITHOUT THE FAN BECOMING 21 DRAWN r an85 DAMAGED 70 ANY EXTENT THAT COULD CAUSE BY' y SHEET TITLE AN UNSAFE CONDITION SCALE: IL 21 OPTIONS 3/4" = 1 r-0" CID24 3/4 GREASE BOX OF HOODS BELTS MASTER DRAWING EXTRA SETT SHEET NUMBER 3 DUCTWORK BETWEEN K-6.2 EXHAUST RISER ON HOOD is AND FAN (BY OTHERS) SHEET NO. 3 80F12 PROJECT NUMBER 3475 a� REVISIONS H A DESCRIPTION FA1. N B3 A2-D250-G15-HEATER(MAU-MAIM a IN AECTKE MDDD WITH EZZ GAS FIRED TFILTERS ED MAKE UP AIR UNIT WITH IS'BLOWER Q 3.DOWN DISCHARGE-AIR FLOW RIGHT->LEFT F1 4.MOTORIZED HACK DRAFT DAMPER 22.75•X 24'FOR SIZE 2 STANDARD 6 MODULAR DIRECT FIRED HEATERS W/EXTENDED 20S V SHAFT,STANDARD GALVANIZED CONSTRUCTION,3/4'REAR FLANGE, LF1 ACTUATOR INCLUDED Ise la lstlm� ,m msm-raw. A.- *Wftn VA■ S.COOLING INTERLOCK RELAY. 24VAC COIL. 120V CONTACTS. LOCKS OUT BURNER CIRCUIT WHEN AC IS ENERGIZED. 6, LOW FIRE START. ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE POSITION arA Nr0■t '" m■-, Or MTE 11/IYarIJ Prod aa-s4ar■e 7.GAS PRESSURE GAUGE,0-35',LZ'DIAMETER,1/4'THREAD SIZE &GAS PRKu ESSURE GAUGE,-S TO+IS INCHES VC.,2.5•DIAMETER,1/4•THREAD SIZE SUPPLY SIDE HEATER INFORNATIONI 9.EXTRA SET IF ELTS V-B ONLY TO BE ORDERED AS FAN OPTION AT TIME FAN IS ORDERER R$ to.SEPARATE 120VAC WIRING PACKAGE FOR MAKE-UP AIR UNITS. OPTION MUST BE SELECTED WHEN MOUNTING VFD IN PREVIRE WINTER TEMPERATURE•20T. TEMP.RISE"53'17. PANEL OR WITH ENS PACKAGE PROVIDES SEPARATE 120VAL INPUT 7D SUPPLY FAN THIS 120V SIGNAL MUST BE RUN BY BTUs ACTUAL OFF ALTL AIR DENSITY ELECTRICIAN FROM EMS TO MtA SWITCH. OUTPUT BTUs AT ALTITUDE OF OA ft.•214107 120 V 1 PA 240 V 1 PN 208/460/600 V 3 PN am asrwcaw ® w IL PROFILE PLATE COMPIGURATMN FOR SIZE 2 DIRECT FIRED UNIT FOR LOW CFM APPLICATIONS. INPUT BTUs AT ALTITUDE OF OA ft.•232725 Gat_ i B 3/16• 16• a Iaen O a uiro O O I I CURB OUTER WALL DISCHARGE OPENING ,,----Frayal rwsw• a.rsa t.r o «' ■ we as m IIII II @ o ID I I I AIRFLOW 3/4' be srl lu a at I I' I F•1 0 L_ I m �m�ru aw III cO L- - - - - 6 1/D• a_ d � FLEX CONDUIT FOR FIELD See above artolls, WIRING ro w Iramt m m■am 0 ry sw . , C� m wm z rn o a o MIN ob � j 95 3/4' 3 vJ' ) � x 37 3/8' 40 1/8' 42 1/8' Z w 16 J L� ltmR N /h r O m_araa■ _row Q Z LIFTING LUG ■-mwm -� ' AIRFLOW DIRECT FIRED MODULE 39 9/16' AIRFLOW W J SERVICE DISCONNECT Q z 36 3/4' SWITCH I' NPT BLOWER/MOTOR ACCESS DOOR o o Dl-aL Mrra 11-ta,7� .m a■mm-rawa-"a'als n W■ 24' SERVICE J_ oo CLEARANCE REG, •• •• aauvmE ur— mmaa■a ■�awsre aansams N]EL araaea■s 3 3/4' "crones '• «.r.w+sw r.n -� ■--GG ioru aasme¢tmemor_+a T11 a— I 7 13/16' v on 16 I1/4' I 16 11/4' t J�L •L— r era s wo 20'EQUIPMENT __Ds1ENT CURB ""L - 31' 79' .�•' �m�� - "'" amLV11ImF� REVISION INFORMATION � I ROOF OPENING 2'SMALLER THAN CURB DIMENSION. + _�'�� 10 If DATE an Q 0 4/1/13 s GA iSi7F','T. ■ 3 as 1 4/10/13 1018/13 IN 2 4122113 11/13/13 T O 3 7110113 71114113 r ■-- 4-> 4 7/26113 a meaty ® 0) 5 7/29/13 5- 6 8/22113 ■ 7 9/24113 Q Q L 9/26113 - 7 This plan is the property of Bergreen aai u I Ellingson and is loaned subject to the .� ■ Q cond0lan that It is not to be copied, "produced,or distributed either In d whole or In pad,without written permission,and Is not to be used in m a w,a ww .r m 4 any way cl.01.Mel to the beat a Iq IIIdIr�... ® d ¢ interests of the company. !Il" ■fit I d < ©2012 BARGREEN ELLINGSON INC. a era DATE: 11/13/2013 DRAWN BY: DWG.#: SCHMELING moor 1911091 PROJECT,JOSH PUGH ER: ■ z rs•a DRAWN Y r 1xn85 SHEETTITLE: ■ '°'v... BY: we vas SCALE: m ar WWI 3/4" = 1'-0" � HOODS r"0 6.iO4 =A�a MASTER DRAWING SHEET NUMBER SHEET NO. m 4 K-6-3 C14 90F12 'Cr PROJECT NUMBER g 3475 REVISIONS IE I B DESCRIPTION DATE: O FAN#5 AI-1)250-00-HEATER(MAU-PREP) \../ 1.DIRECT GAS FIRED HEATED MAKE LIP AIR UNIT WITH 10'BLOWER 2.INTAKE HOOD WITH EZ FILTERS s■sl■1 sups,BMd■B .m lnlan-Teem.-a.troswn VA at 3,DOWN DISCHARGE-AIR FLOW RIGHT->LEFT a una/■■s nacre-.o 4,MOTORIZED BACK DRAFT DAMPER l lousiness 1llaam 6'X 18'FOR SIZE 1 STANDARD L MODULAR DIRECT FIRED HEATERS W/EXTENDED SHAFT, neuMNla s1oP rr< lalm © HI STANDARD GALVANIZED CONSTRUCTION,3/4'REAR FLANGE,LF120S ACTUATOR INCLUDED SUPPLY SIDE HEATER INFORMATION S COOLING INTERLOCK RELAY. 24VAC COIL. 120V CONTACTS. LOCKS OUT BURNER CIRCUIT WHEN AC IS ENERGIZED. N 6,LOW FIRE START. ALL12VS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE POSITION. WINTER TEMPERATURE w 20'F. TEMP.RISE 53F. 7.GAS PRESSURE GAUGE,0-3 5',2,5'DIAMETER,1/4•THREAD SIZE BTUs CALCULATED OFF ACTUAL AIR DENSITY 8,GAS PRESSURE GAUGE,-5 TO+15 INCHES WC.,2.5'DIAMETER,1/4'THREAD SIZE OUTPUT BTUs AT ALTITUDE OF 0.0 ft.-113662 120 V t PML 240 V 1 PH. 208/460/600 V 3 PH. ^� 9.EXTRA SET OF V-BELTS, ONLY TO BE ORDERED AS FAN OPTION AT TIME FAN IS ORDERED. INPUT BTUs AT ALTITUDE OF 0.0 ft. 123546 N 5 9/16• 11 1/2' — O I ra O-a we m- c"n"'a CURB OUTER WALL w*10 o,a.w O U $DISCHARGE OPENING — 1sais AID 13 1/4' fjs y> LJ W — a I I W w p 3 3 7/8' I �U N �N FLEX CONDUIT FOR FIELD v WIRING LL Paeel•Cmwcll+,l V � Saw oboes dslnNs. C' r 07 ill oan a 86 1/2, m 27 3/8' 32 1/8' 42 1/8' I m LIFTING LUG JM O AIRFLOW DIRECT FIRED MODULE W ~ �ma O i-ii w-am F Z SERVICE AIRFLOW ■I-■a"' -o"' Q _ DISCONNECT 39 9/16' •-saw -nwla m en m I111 v? 29 3/4' SWITCH 3/4' NPT BLOWER/MOTOR ACCESS DOOR o 7 13/16' o 1_ oo 24' SERVICE Q 3 3/4• v� T � DII'■oE 111Yd 6■sta'lA1TIW .Ipl lsllpfl-Taakr-MtaO»ea VA 10 O yoMVOG NN®t A'19LOMb 9®OATE 11/IYlN9 M M naiYo 16 1_L_L 16 1/� e�rnr rtw.e.n,u.n re. ILe6T e■hal m M aIo ■ealww ow+e 20'EQUIPMENT CURB se. 1 71' 43 ROOF OPENING 2'SMALLER THAN CURB DDIENSION. a �___� .a ew n es.wa■aa a ---� sal ■ t WNW .--t ■` LA w7k 10. � REVISION INFORMATION ......�. # DATE s 0 411/13 r mIJRi lasum ■ 1 4110/13 1018113 � 2 4122113 11113113 O 3 7110/13 11/14113 H") 4 V26113 + +" Cn 5 7129/13 gs w aw.rw.+wk ms M _ 6 6122113 we i 7 9/24/13 y Q ¢ 8 19126113 ■ as w Iw iASam This plan Is the property of Bergman s i I Ellingson and is loaned subject to the as ¢ condition that O is not to be copied, _ Ln reproduced,or distributed MNIer In uaw whole or in part,without written s ■. w,w cow ... s ro 4 ffi>t GLB.�..o BI any way nevi and to thetheebeat in Interen s of the company. dislVal RQLI..� Q ©2013 BARGREEN ELLINGSON INC. oA N011�� 1) R# m DATE: 1 1/13/2013 DRAWN BY: n su"a DWG.#: SCHMELING PROJECT MANAGER: v 1911091 Z JOSH PUGH IIM _ ■ -_sOsalo■Ioe■LN°°vasa DRAWN By.ryan85 tx SHEET TITLE: �A. u�r 0— e �e '3i'7#o086� SCALE: • ""° o:Ism,V-�. = 3�4w — 1 —�' N HOODS MASTER DRAWING SHEET NUMBER SHEET NO. K-6.4 5 10 OF 12 PROJECT NUMBER 8 3475 a 8 3� _ z REVISIONS � DESCRIPTION DATE: O SWITCHES FANS CONTROLLED Q NO. TAG PACKAGER LOCATION OPTION Energy Management System Hood Control Panel Specifications) Q UI LOCATION QUANTITY TYPE 1 0 1 H.P.IV13LTI FLA Controls shall be listed by ETL (UL 508A) Q 1 SC-EMSII31 Utility Cabinet Left Utility Cabinet Left I Light Exhaust 3 2.000 208 6.2 Q Snort Controls EMS. Hood N 1 1 Fan Supply 3 2.000 Zoe 6.2 • The control enclosure shall be NEMA 1 rated and listed for Installation Inside of the exhaust Utility Cabinet Left 1 Light Exhaust 3 1.000 20e 3.3 hood utility cabinet. The control enclosure May be constructed of stainless steel or painted ® 1�4 2 SC-311110FP Utility Cabinet Left 1.4 A Hood N 3 1 Fan Smart Controls Thermostatic Control Supply 3 1.00012081 3.3 steel, 1.4 �A W • Temperature probe(s) located In the exhaust duct riser(s) shall be constructed of stainless steel, I o II m a JOB No 1911091 on L N ra Sc-ENsull µtipDESCRIPTION[IF OPERATIONN z z 101""Nuy TYYr-Aayaa vA rasivta,me HOMY • A digital thermostat controller shall be provided to activate the hood exhaust fans ' dynamically based on a +10 degree adjustable offset from the rood temperature sensor. This a BREAKER PANEL To HOOD CONTROL PANEL HOOD CONTROL PANEL TO ACCESSORY IMS n __-==__juarus -- function shall meet the requirements of IMC 507,2,1.1 III V a owsp r seatr Lteetr,dsr RepplebRllr flec'b'lela° as1.V1 VIM prRY rwr -- ----- __ • A digital thermostat controller shall provide adjustable hysteresis settings to prevent I I I I D a •" -------------_---" °�" cycling of the fans after the cooking appliances have been turned off and/or the heat In (�m� W— ---- CIM __ the exhaust system is reduced. II on e maA 10ND&IRWIREN¢Ifr`M` roc.r.rat -------------- ----I a.—sto -------------- iasras•evtra °�TLy9R61�aaseo m -------------- •m w //y�� r rmre'. .em�mi�•o a m ae asw,asss rasa I I ¢ FBI Q • ass, r- --------------- m""T ""'---_ r, s, am�aLe ___----------- A digital thermostat controller shall provide an adjustable minimum fan run-time setting to ,III s -------------- ,� --------- L= -- V^ :mass prevent fan cycling. II Q — ------------ I Er-W11N yN_I ---------------- Variable' Frequency Drives (VFDs) shall be provided for fans as required, The Hood Control 13 Panel shall modulate the VFDs between a minimum setpolnt and a maximum setpolnt on demand, s v ----------------'•as' To as .was ww w�IN--sw-e- The duct temperature sensor Input(s) to the digital thermostat controller shall be the vsmyn■oe mernu remTian ___________ _ speed reference signal. m n "'� ----J The VFD seed range of operation shall be from 0% to 100% for the system, with the actual i�a- ° a®CONTROL PANEL TO FANS/NtUA = • P 9 P Y 1 Respe,witatr 0_-s idw, ® ERB---trmrNer===__ D A q L �f 7 7 T 7 p ` �T` /l minimum speed set as required to meet minimum ventilation requirements. p N " _�wi_ _raas■ n ma n�ia'�"amirc'fm'rt xw' is /4 OO/V/ �/',1V'11 L 1 1./l 1 d_l/l[, J L,I V,J OR, d N r�• --,, m m=d _ An Internal algorithm to the digital thermostat controller shall modulate supply fan VFD �, " -"': _ ,a �saasm.r.s as� MOUNTS IN STANDARD SINGLE GANG ELECTRICAL BOX, speed proportional to all exhaust fans that are located In the same fan group as the I` m z • memo asas wvRmwasmm omre. supply fan, vl o eR rar'aA�maas '®„ INSTALL IN LOCATION TO PROVIDE MOST ACCURATE a n _ - m ROOM TEMPERATURE (NEAR RTU T-STAY ❑R RTU RETURN) The system shall operate In PREP MODE during light cooking load or COOL DOWN MODE when I` —as_ AWAY FROM HEAT SOURCES, sufficient heat remains underneath the hood system after cooking operations have completed. Operation during either of these periods will disable the supply fans and provide 3 r,K�m�m �� _• WIRE TO SC-EMS CONTROL BOARD WITH PROVIDED 2 WIRE an exhaust fan speed that Is equal to the minimum ventilation requirement. Q O LOW VOLTAGE CABLE. J +��•� .a.rns '"aasas a'11°` A digital thermostat controller shall disable the supply fan(s), activate the exhaust fan(s), M m ---------- ;� ----------- -- activate the appliance shunt trip, and disable an electric gas valve automatically under the w ° +a following conditions (as applicable), j Q Z > � a. Fire condition detected on a covered hood � b. Excessive temperature detected on any duct temperature sensor In the system (250 F > Q " adjustable) o z „ THERMISTOR SENSOR INSTALLATION DETAIL-CONVENTIONAL WELDED DUCT A dlglto,L thermostat controller shall allow for external BMS fan control via Dry Contact (external control shall not override fan operation logic as required by code). g i lhanaHs r r !�y Wr tla•at saw, e Taswelsr Rrarw w~`M ft. a"°'bs by lasarera An LCD Interface shall be provided with the following features, a. On/Off push button fan & tight switch activation b. Integrated gas valve reset for electronic gas valves (no reset relay required) a.-ra—aw � C. VFD Fault display with audible & visual alarm notification B INFACTORY WIRING %»M_ d, Duct temperature sensor failure detection with audible & visual alarm notification I ,sass a¢rn mlawa[,au neron'we vRmc as AY4 au racr■n tc vasmc u ova eHroo near ess Nauasra NO..POWER CIRCUIT �� e, Mis-wired duct temperature sensor detection with audible & visual alarm notification Js NEDv sa■ wy.uN „a F. A single low voltage Cat-5 RJ45 wiring connection __ �, m " ° m "° "aa'ad1 g, An energy savings Indicator that utilizes measured kWh from the VFDs REVISION INFORMATION --BREN■TR.WFOB Kw1 ~ # DATE MU DR AKM SE P - 24'M E --�atax aTzSCHEVATIC FOR mL Q 0 411113 DOTALLATM o mr 3 1 4/10/13 10/8113 --Atamrt>t .REM ,rx u ° 4'�M ~� 2 4122/13 11/13/13 Ni■L s rmae�ww: em"1ixi.• I6'.1. 3 7110I13 11114113 O 4 7/26/13 Ir"m 5 7129/13 618122113 4 µlm THERMISTOR SENSOR INSTALLATION DETAIL-FACTORY BUILT DW DUCT 1 9124/13 rmo .n lEtry °i e,ft'TS..sass r a.a a r tw rasa a yea. i Q 8 9126/13 n.rrc.r r rarer•a,•aR a.w..2 rota r tb•aanan Y eo t.tiu tars n Y%r 1.w.a m nrY.r n.n r This plan Is the property of Bargreen Aa lap as rat Ellingson and la barred subject to the s RISER COVER. condition that R H nut to be cupled, reproduced,or distributed either in RISER, whole or In part,Is not t written use DUCT STAY, CS anyperatission,and Isnot to be used In O any way detdmenWl to the beet 6 t 171-QUICK SEAL, Interests of the company. 1/2'X 3 1/2'SS PIPE-3R 6 3Z ( /r 2012BRRGREENELLINOSONINC. 1/2'X 2 1/2'SS PIPE 2R, --- DRAWN BY: .a DATE: 11/13/2013 SCHMELING R as�Orr I"•M1[ tah DWG.#: PROJECT MANAGER: asrIRWL i Of 011H eF0 B 96 4sion ng COIVEER. 1911091 JOSH PUGH nZ,'A10 II I�aCTI,aRovx 100-DW Ring Cover DRAW ryan85 n SHEET TITLE: - e OL 9 » � SCALE: f.0 HOODS NMI. 3/4N = 1'-0' w�. wee 7'H .'��MI STOR 0 PFPL EAWAUST COLLAR W MASTER DRAWING IY B FIELD INSTALL IN HOOD EXHAUST COLLAR WITHIN SHEET NUMBER 4' OF CONNECTION TO HOOD (HARDWARE PROVIDED), WIRE TO SC-EMS CONTROL BOARD WITH PROVIDED 2 WIRE IL LOW VOLTAGE CABLE, K-65 SHEET NO. ELI ■ 6 @ 11 OF 12 'Cr PROJECT NUMBER 3475 m E `m p REVISIONS 0 DESCRIPTION DAIS: p Cn p O O O O O • O O O O O O ® ~ ALARM INDICATING LCD SCREEN, 011 a�'a BUTTON FUNCTIONS VARY BY III FT1 MODEL TYPE. F+1 0 O O Z o O O W a ENC. WITH COVER REMOVED 0 0 I z I'I O WASH GAS RESET O O II 0 m C❑VER 1e,DD• i .+�- Jill 11 m �$ O O OPENING FOR ED �_ o O LIGHTS FANS O ¢ TURN SLOTTED CAT-5 CONNECTION ON REVERSE. LATCH I I I w F M ONNECTED TO HOOD CONTROL I X! -- PANEL. I N 14.00• Q MOUNTS IN STANDARD DOUBLE d GANG JUNCTION BOX 1Co ON N N W SC-SMART CONTROL SPECIFICATION. I` ZO S The Electrical Pucka a pe,typk:nllyy FcI Is designed to ed tenstaticare mare s e the exhnus{fans for an exhaust ewdtl it m ever elevated tenperntu are sensed o In the exhaust ysten.This option rdl neat the requirements of INCIMC 507.211 Q by prdvldlnp a thermortntCs)mounted In the duct or hood riser to sense Increased ', m > exhaust tenperntures Con{role shall be listed by ETL<UL SODA). a rn > The control closure shell be NEMA 1 rated and listed for InstnUatlon Inside of 3 v the exhaust hood utility abinet,The control enclosure My be constructed of Z stainless steel or painted steel. m v O Tanpernture probvsCs)located In the p duct riser hell be constructed of Stainless Steel w' A rode temperature sensor) also provided for rut Instalfere l the between the �/'� In order to start the flied bused h the temperature points.The y temI the torn W UI and the exhaust air t the duct,rather than fixed et-points.The system Is factory pre-set to activate the Fans at 10 deg F•above the room tamperntwe. L F Q z Once the duct temperature reaches the activation polnt,the exhaust fens will be activated. The ontrols also provide hysteresis to prevent cyycling of the fans after the cooking y J Pplhnces have been turned off d the heat In The hnus{systen Is duced Dj The hysteresis Is factory set 2 deo e s d Rl keep thv haunt running until the > temperature fells 2 degrees belov Elie"activation set point."A hysteresis finer also ¢ Q exists to keep the fens running for at least 30 min after being activated by the p temperature rise. ZQ Located lnnsdde the hws<rwl"enclosurels gtomaeei"field atbnn needs Thee board I factoeerface K pp configured to chub down supply fans,turn centhe exhaust fans nrurtwn off theyhood < lights In n Fire condltion. m :oa no ooeL NUMBER ., RATD]N, .-� REVISION INFORMATION SC-311110FP �,n��" s.w mae vvr+ � FAL'TQIr vumis 1911091 DB NAME � °"��et-1 Iw�r✓1..,...'rt..�7A..""`"Zr'`�`""w.'r" uAEss SPEcs®m�x.'>ff"W'F'1CfvtY Ac vam�a 16 AYL Nl nitivn'm vans fe AVG MDTOR POWER CIRCUIT c s # DATE A.n,rw„vA a I J9 120V EE�B 11 1ze Q 0 411113 r Loan m wamsn a-� xmFsrtry 1Er Its,.— ° __My M� ' M rwL°iwaa"'o1p Ora— BREAKER PANEL TO HOOD CONTROL PANEL xm Pwu rA sumo acme vo _ 1d�tEDTRAL,13A a 3 1 4110/13 1018113 �.i p m ara °� -)MEAmL mA"r" +®timer 2 4171/13 11113/13 ltvmae�D°v Electrician � 2 M meFtT - 24V a xro ow® lllJ� TO BREAKER. THE a< a.� iced-raeme � � ----------------� xs --INSTALLATION 3 7110113 11/14173 __�rsai '® ------------ SCHEMATIC TOK O 4 7/M13 a A tiro -----------)� _ 11 ADDITIONAL REa CppRENf LrsT ------------ --------------- _ ° r 'a .T V'RE �_Lmns vi m tsa ol'iv v m ____u PANEL Lm�l�.s.r-- 13 KA�� 5 7129/13 m-s � � 6 8122113 ° �� smmmrawo vi-� vxvv ______________ __- --------------"c srmnr�i�" ---- ---- ... sac 1 9124/13 sewmr w a eml lo. s v roe not am u xwL'a T a av ----------------K+� mma IC'.."1il" i Q 6 9126/13 W M/�PREP = Q aamr done •oewsr— �A 1 F`" M This plan the properly e1 Barg a ectto th — 4 TM � Ellingaon and Is subledto the condition that it Is not to be copied, ,HOOD CONTROL PANEL TO FANS/MUA rs r�iLr r a� Ln Q w reproduced ordstdbuted ehher in hoN or in'aM without wrRten " RerpomrbRtr Elerbidan orb J7 120V r-_ 1®taro _____1�JII)a1II wwgp,�� yy�� T--�a n Pnea s 2: arryway ddtl isnotto be best in 5 _ a -.— � U Interessottheaamparry. a -- ------ --" �e aaoo m Q ©2012 eARGREEN ELLINGSON INC. N ARww meet ___________ ____ I—ewe a � g9Ct 6 vsc-2 DRAWN BY: " aarwnor __ R_ mro DATE: 11/13/2013 SCHMELING vec Te TAcron menrm: ors DWG.#: PROJECT MANAGER: " 7 --- 1911091 Z JOSH PUGH HOOD CONTROL PANEL TO ACCESS13RY ITEMS wr1dK n, Reh„ Electrician �.." DRAWN 1L SHEET TITLE: � BY:rynn85 OL e SCALE: Cn na[mm ------------- ----] MY CMAM CSW WK BEAD Imv1Ta ev�ii)�aii amm. wA„ Rn-E-i 3/4" = 1'-0" f� HOODS asse i- -_--wass 5 -- . MASTER DRAWING N a SHEET NUMBER a.,...A K-6-6 s D SHEET NO. Itl 12 OF 12 C PROJECT NUMBER 3475 CITY OF ARLINGTON ' 238 N. OLYMPIC AVE- ARLINGTON, WA. 98223 o ' ' PHONE; (360) 403-3551 BUILDING PERMIT Address:7705 204th Street NE Permit N:280 Parcel 4:00847300000400 Valuation:75000 00 OWNER APPLICANT CONTRACTOR Name: KEYTRUST CO NATL ASSOC Name:C'arletti Architects Name:Cascadian Craftworks,LLC Address. WHEELER J W TRUST-700 5TH AVE.44700 Address:l]6 E Fir Street,#A Address: 18032 99th Ave SE City,State Zip:SkATTLE,WA 98101 City,State ZIP: Mount Vernon.WA 98273 City,State Zip:Snohomish,WA 98296 Phone:360-527-4466 Phone 360-424-0394 Phone-425-224-2474 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name \ante: Address: .Address: City,State.Zip City,State.Zip Phone: Phone: L1C# EXP LIC#: EXP: JOB DESCRIPTION PERMIT TYPE. Commercial Alteration CODE YEAR: 2012 STORIES: I CONST TYPE: DWELLING UNITS 0 OC'C GROIJP. BUILDINGS I OCC LOAD: PERMIT APPROVAL I AGREE rO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCHON AND IN DOING THE WORK AUTHORIZED THEREBY:NO PERSON WILL BI;EMPLOYED IN VIOLATION OF THE:LABOR CODE.OF THE- STATE OF WASHINGTON RELATING TO WORKMEN'S CONIPENSATION INSURANCE AND RCW 18 27 THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE B[JILD[NG OFFICIAL OR HIS/IIER DEPLITY AND ALL FETES ARE,PAID IT IS UNLAWFUI.TO USE,OR OC('UI'Y A Bill LDING OR STRUCTURE UNTIL A FINAL INSI'E:CTION HAS BEEN,NIADL- AND APPROVAL. OR A CERTIFICATE OF OCCUPANCY IIAS BEGN GRANTED IBC) 101LRC1 10. SALES TAX NOTILL:Soles tax relating to construction and construction ntaterials in the City of Arlington must be reported on your sales tax return form as uGded.C'ity ol'Arlington#3101 ,Signature Print Name Date Rctrasr%l By P(ur CONDITIONS 1. Fire extinguisher in kitchen needs to be K-rated. 2. Install a Knox box, 3. Submit Fire Alarm Permit. 3 See redlined plans for additional requirements. 4. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED T141S PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES, EEC)WILL REQUIRE.SEPARATE PERMISSION PERMIT FEES Date Description Fee Amount 511/2015 Building Permit Fee $1,073.83 5l1/2015 Building Plan Review Fee $697.99 5/1/2015 State Building Code Surcharge Fee $4.50 Total Due: S1,776.32 Total Payment: $1,776 32 Balance Due: 50.00 CALL FOR INSPECTIONS BUILDING(360)403-34I7 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon i CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:7705 204th Street NE Permit#:280 Parcel#:00847300000400 Valuation:75000.00 OWNER APPLICANT CONTRACTOR Name:KEYTRUST CO NATL ASSOC Name:Carletti Architects Name:Northwest Construction Services Address:WHEELER J W TRUST 700 5TH AVE Address:116 E Fir Street,#A Address:PO box 273 #4700 City,State Zip:SEATTLE,WA 98101 City,State Zip:Mount Vernon,WA 98273 City,State Zip:Marysville,WA 98270 Phone:360-527-4466 Phone:360-424-0394 Phone:360-659-9600 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: L1C#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2012 STORIES: 1 CONST,TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL,BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL.OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. 1BC1 I0/IRCI 10. SALES TAX NOTICE:Sx� ales t tam+aurrg to construction and construction materials in the City tngton must be reported on your sales tax return form and coded City-of_Adin o flSl. r //�/ / ll/ Signature Prinl me I Date Released I Uat CONDITIONS I. Fire extinguisher in kitchen needs to be K-rated. 2. Install a Knox box. 3. Submit Fire Alarm Permit. 3, See redlined plans for additional requirements. 4. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS.SIDEWALKS,DRIVEWAYS,MARQUEES,ETC)WILL REQUIRE SEPARATE PERMISSION PERMIT FEES Date Description Fee Amount 4/8/2014 Building Permit Fee $1,073.83 4/8/2014 Building Plan Review Fee $697 99 4/8I2014 State Building Code Surcharge Fee $4.50 Total Due: $1,776.32 Total Payment: $0.00 Balance Due: $1,776.32 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 7705 204th Street NE Permit#: 280 Parcel#: 00847300000400 Valuation: 75000.00 OWNER APPLICANT CONTRACTOR Name: KEYTRUST CO NATL ASSOC Name: Carletti Architects Name: Cascadian Craftworks, LLC Address: WHEELER J W TRUST 700 5TH AVE Address:1 16 E Fir Street,#A Address: 18032 99th Ave SE #4700 City, State Zip: SEATTLE, WA 98101 City, State Zip:Mount Vernon,WA 98273 City, State Zip:Snohomish,WA 98296 Phone: 360-527-4466 Phone: 360-424-0394 Phone:425-224-2474 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City, State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2012 STORIES: I CONST. TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD- - PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI 10/IRCI 10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By ate CONDITIONS 1. Fire extinguisher in kitchen needs to be K-rated. 2. Install a Knox box. 3. Submit Fire Alarm Permit. 3. See redlined plans for additional requirements. 4. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.)WILL REQUIRE SEPARATE PERMISSION PERMIT FEES Date Description Fee Amount 5/1/2015 Building Permit Fee $1,073.83 5/1/2015 Building Plan Review Fee $897.99 5/1/2015 State Building Code Surcharge Fee $4.50 Total Due: S1,776.32 Total Payment: $1,776.32 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit Information Date 4/30/2015 Permit Number 1230 Expiration Date 4/30/2016 Business Name Cascadian Craftworks, LLC Business Address 18032 99th Ave SE, Snohomish,WA 98296 Zone Permit Status Payment Due Business Status Out of City UBI Number 603297445 Specialty License CACSCACL870LK Business Phone 425-224-2474 Emergency Phone 425-268-9476 Diova or 360-303-8648 Emily Email Address nick@cascadiancraftworks.com Business Owner Name Nicholas Francois/Christopher Francois Business Owner Phone 425-224-2474 Type of Business Business Nature of Business Services Brief Description Construction Services Number of Employees Number of Parking Spaces 0 Description Business License Exempt Assigned To Amy Rusko Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# --ascadian Craftworks. LLC Nicholas Francois 25-224-2474 nick@cascadiancraftworks.com Mailing Address CACSCACL8701-K Fees Fee Description Notes Amount Business License Fee Out of Citv1 321.99.00.001 $20.00 Total $20.00 Uploaded Files Upload File J Date File 4/30/2015 9:39:20 AM :ascadian Craftworks Application.0f Delete , ! SNOHOMISH HEALTH DISTRICT WWW.SNOHD.ORG Environmental Health Division March 4, 2016 Sofeea Huffman 22007 Makah Rd - Woodway, WA 98020 Subject: Proposed, Kafe Neo Woodstone Taverna, 7705 204th St NE, Arlington Dear Ms. Huffman: Your plans have been reviewed with the Rules and Regulations of the State Board of Health, and with the policies of the Snohomish Health District. With the addition of the following conditions, the plans are approved. 1. The conditional approval of the plans for Kafe Neo Woodstone Taverna was based upon the plans, menu, and HACCP submitted December 29, 2015. Any changes to these items without preapproval from the Health District will void this approval. 2. The Health District operating permit application process must be completed prior to opening for business. This facility will be classified as a high risk food establishment with 151-250 seats with a catering endorsement. 3. You have indicated that you would like to use reduced oxygen packaging of foods, as well as cook foods using sous vide method. These practices are not allowed without submittal of a proper HACCP plan as specified in the Washington State Retail Food Code Chapter 246-215 section 03540, and Snohomish Health District approval. A variance may also be required. 4. An indirect waste drain (an air gap) is required for the food preparation sinks, three-compartment sinks, mechanical dishwasher, ice machine, pop dispenser, steam table, walk-in refrigeration, and any equipment in which food or food contact equipment is placed. 5. A reduced pressure backflow prevention device is required at the end of the copper water pipe serving the pop dispensing system prior to the carbonation device. No copper or brass pipe/fittings or other potentially corrodible material is allowed after the reduced pressure backflow prevention device. 6. A horizontal separation of at least 16 inches or a pony wall, from the floor to at least 16 inches above the sink basin, is required between the raw meat/poultry/seafood preparation sink and ready to eat food preparation and storage areas. 7. A horizontal separation of at least 16 inches or a vertical partition 16 inches in height is required between handwash sinks and all areas of food preparation, food storage or utensil storage. 8. If splashguards (equipment, partitions and/or walls) are provided on both sides of a handwash sink, the distance between the splashguards must be at least 18 inches apart (shoulder width) to allow proper access to the handwash sink. 9. Water heaters must be of sufficient size to completely fill two compartments of the 3-compartment sink with hot water and still be capable of providing at least 100'F water at the handwash sinks. 10. Hot water must be available to all handwash sinks within 15 seconds. The hot water for the facility must not be used, at any plumbing fixture, for a minimum of 6 hours prior to the preoperational inspection. This is required so that proper testing of the 15-second time requirement for hot water availability can be completed. 3020 Rucker Avenue, Suite 104 ■ Everett, WA 98201-3900 ■ tel: 425.339.5250 ■ fax: 425.339.5254 11. All food service equipment, both new and used, must be listed by the National Sanitation Foundation (NSF) or equivalent for its intended use. Used and new refrigeration must be capable of holding food at temperature of 41°F or below. 12. You have indicated that a chemical dispensing system will be installed at the mop sink. Please note that the use of screw-on type 'wye' adaptors at the mop sink faucet for use with chemical dispensing systems is prohibited. Additionally, chemical dispensers cannot be connected to the mop sink faucet. The chemical dispenser must have a separate water connection. A 'sidekick' adaptor at the mop sink faucet is acceptable. 13. Extra wall protection is required on walls behind all sinks, including restroom handwash sinks, and food preparation counters and tables. A 16-inch high backsplash of plastic laminate, fiberglass- reinforced plastic or equal is acceptable. A backsplash higher than 16 inches is required on the wall behind counter top equipment taller than 16 inches. Floor to ceiling protection is required on the wall behind dishwashers. Wall protection behind mop sinks must cover the entire splash zone. Plastic coated hardboard is not acceptable. 14. All floors in the kitchen, food preparation, food service, food storage, and dishwashing areas must be surfaced with a durable, nonabsorbent, easily cleanable material. Expansion joints, seams, saw cuts and the like in concrete floors in all areas, including customer seating areas, must be filled and sealed so as to provide a smooth and cleanable surface. 15. The ceiling above the food preparation areas must be non-perforated, nonabsorbent, smooth and easily cleanable. 16, Cabinet shelving must be nonabsorbent, smooth and easily cleanable. (Self stick vinyl or other type surfaces are not acceptable) 17. All light fixtures in food preparation and storage areas must be provided with covers and shatterproof bulbs. Hot hold unit heat lamps must be provided with shatterproof bulbs. 18. Plumbing must meet state and local codes. 19. The ventilation system shall be installed and operated to meet applicable building, mechanical, and fire codes 20. No food storage or preparation is allowed in the establishment prior to the preoperational inspection. No food storage or preparation is allowed in the establishment until after approval to open is granted by the Health District. A preoperational inspection is required prior to operating permit issuance and approval to open for business. At the time of inspection the construction of the food service establishment must be complete and all equipment must be in place and in proper operating condition. Incomplete construction or equipment operation will result in a $168.00 re-inspection fee. Contact the Food Program office a minimum of one week in advance to schedule an appointment for the preoperational inspection. The preoperational inspection will ensure compliance with the Rules and Regulations of the State Board of Health for Food Service Sanitation. Changes or additions to the approved plans or equipment require pre-approval from the Snohomish Health District prior to implementation of the changes. Please contact me if you have any questions. My office number is 425.339.8768 and my email address is zchristopher(a-)snohd.org. Sincerely, . w Z-ach Christopher, RS Environmental Health Specialist Food Establishment Plan Review ZC/sm Enclosure: Annual Food Establishment Permit Application, Fee Schedule cc: City of Arlington Building Department Cascadian Craftworks LLC 1 ,-) Page I of 2 Home Inicio en Espanol Contact Search L&I A-Z Index Help My Secure W Safety Claims&Insurance Workplace Rights Trades&Licensing Washington State Department of Labor & Industries Cascadian Craftworks LLC Owner or tradesperson 18032 99th Ave SE Francois,Nicholas Oliver SNOHOMISH,WA 98296 425-224-2474 Principals SNOHOMISH County Francois,Nicholas Oliver,PARTNER/MEMBER Francois,Christopher Michael,PARTNER/MEMBER Francois,Nicholas Oliver,AGENT Doing business as Cascadian Craftworks LLC WA UBI No Business type 603 297 445 Limited Liability Company License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. CASCACL870LK Effective—expiration 06/12/2013—06/12/2015 Bond Lexon Ins Co $12,000.00 Bond account no. 9816733 Received by L&I Effective date 06/12/2013 06/10/2013 Expiration date Until Canceled Insurance Security National Insurance $1,000,000.00 Policy no. NA108409100 Received by L&I Effective date 06/06/2014 06/10/2014 Expiration date 06/10/2015 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings its No lawsu against the bond or savings accounts during the previous 6 year period. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603297445&LIC=CASCACL87OLK&SAW= 4/30/2015 it Cascadian Craftworks LLC Page 2 of 2 L&I Tax debts No L&I tax debts are recorded for this contras—r license during the previous 6 year period,but some may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 337,543-00 Doing business as CASCADIAN CRAFTWORKS LLC Estimated workers reported Quarter 1 of Year 2015"Less than 1 Workers" L&I account representative T2/DAN STRATE(360)9024635-Email:STRE235@lni.wa.gov Workplace safety and health No inspections during the previous 6 year period. ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603297445&LIC=CASCACL87OLK&SAW= 4/30/2015 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 / PHONE; (360) 403-3551 BUILDING PERMIT Address:7705 204th Street NE Permit#:280 Parcel#:00847300000400 Valuation:75000.00 OWNER APPLICANT CONTRACTOR Name:KEYTRUST CO NATL ASSOC Name:Carletti Architects Name:Northwest Construction Services Address:WHEELER J W TRUST 700 5TH AVE Address:116 E Fir Street,#A Address:PO box 273 #4700 City,State Zip: SEATTLE,WA 98101 City,State Zip:Mount Vernon,WA 98273 City,State Zip:Marysville,WA 98270 Phone:360-527-4466 Phone:360-424-0394 Phone:360-659-9600 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2012 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL 1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT 1S UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales la to construction and construction materials in the City mgton must be reported on your sales tax return form and coded City of Signature I'rinl W11111c Date Released I Dail CONDITIONS 1. Fire extinguisher in kitchen needs to be K-rated. 2. Install a Knox box. 3. Submit Fire Alarm Permit. 3. See redlined plans for additional requirements. 4. Adhere to approved plans. THIS PERMIT AUTHORIZE ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION, PERMIT FEES Date Description Fee Amount 4/8/2014 Building Permit Fee $1,073.83 4/8/2014 Building Plan Review Fee $697.99 4/8/2014 State Building Code Surcharge Fee $4.50 Total Due: S1,776.32 Total Payment: $0.00 Balance Due: $1,776.32 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon ' COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59rh Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3) SETS OF CONSTRUCTION PLANS, TWO(2) SETS OF STRUCTURAL CALCULATIONS, ONE(1) SET OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS STATEMENT OF INTENDED USE. Type of Permit: 1-1 Change of Use/Remodel Commercial Addition % Tenant Improvement Project Address: q7:�0�5 ?oA71 ST. ParcellD#: OQBfrq�O[)000400 Project Description: r - I' Legal Description: 5e(.T701y I/ Project Valuation: 4&L:z�c 6 ,G 2---5. Qc) ' r�CnF 5 Owner: K-F y Tp_ub7- CC>, I444TL• ,¢2�k5nL. Phone Number: 360 �a Address: 7ci, �� ,4v #4�a City: Se r1-7 r44 State: W 1+ Zip Code: °l?to l Contact Person:-r_-MM 4VWL ►7i4 Z -�k�Lz Tel A a t TF 1 S Phone Number: !Y - 4z-4-03'74 Cell Phone: Fax: E-mail: errvoc,oue I p cclf le f icirt 4 ±CL+�-.CDM Address: t1b E Fit' S.+ -5 to ItE A City: IAT V ERWN State: WA Zip Code: Ci32 3 Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Plumbing Contractor: I�D Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants SignatureL Date Print Applicants Name P-MM 4N ua DLJ-Z_ Received 1* FOR STAFF USE ONLY 2 Permit# Accept#Ery Amount Received Receipt# Date Received i ` COMMERCIAL REMODEL ' PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Project Name/Tenant �' 3�A� V—'>�'i'AtkRA-1-t T- - Site Address 1`77b-5 2C*Iv-H S-MEET' -PLAZA- Bldg/Unit/Suite IBC Construction Type NJ 1�. IBC Occupancy Type /4'Z Description of Use lafuJ Building Square Footage Number of Stories Square Footage Per Floor l�l Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems Compressed gas systems Fire alarm and detection systems Fire pumps Flammable and combustible liquids(tanks,piping etc...) Hazardous materials High piled/rack storage Industrial ovens/furnace Private fire hydrants Spraying or dipping operations Standpipe systems Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: WV— 3i✓ Pr J1-V-:w �wT��Z c(r FIZZ. -9kTiM4UkY1N4 HrtO "S-FAtAF!'9AA7 Witt kJ,9-Vr lM�us�ei�L. Krrct-/-M Su?giO 7i--VkP t;t7 RAY -1;_�"oN Ic111zHJIV 15u?PL1y— Installation,changes, modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will dearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner: The project owner,or the architect or engineer acting as the owners agent,shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS: The building permit does not include any mechanical,electrical,plumbing or fire sprinklerlalarm work.These permits are issued separately.Mechanical,electrical,plumbing,or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued,You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment;to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to aennrtcentera-ci.arlrnaton.wa.us. I have read and agree to comply with the terms and conditions of this agreement !" :t fig ' , ? j2o �" � ?` ..1�t E f.�. HEF-� Owner, � 7 a Date: - g' V a - 1 iF , H'fr rE J'-) /t556 j ic_- I Sound Development Group, L.L.C. LETTER OF TRQNSM577QL Engineering, Surveying, GPS Construction Modeling and Land Development Services P.O. Box 1705 Date: 03.28.14 1 Project No. 13081 Mount Vernon,WA 98273 Reference: Phone: (360)404-2010 Fax:(360)404-2013 TO: Tablas Restaurant E-Mail:office@sdg-Ilc.com Attention: James Kelly Company: City of Arlington Address: Please Note: Items are: City: State: Zip: ® ORIGINALS ❑ COPIES Attached/Enclosed are following items: QTY DESCRIPTION Set of signed civil plans for signature. THESE ITEMS ARE TRANSMITTED: ® For approval ❑ For Review and Comment ❑ As Requested ❑ For your use ❑ Other: COMMENTS: COPY TO: Sincerely, Pat Severin, P.E. If enclosures are not as listed,please notify us immediately. D 73 ' q TW-1 Permit Information Date 1/27/2014 Permit Number 280 Project Name Tables Restaurant Applicant Name Carletti Architects Applicant Address 116 E Fir Street,#A City,State,Zip Mount Vernon,WA 98273 Contact Emmanuel Diaz Phone 360-424-0394 Email emmanuel@carlettiarchitects.com Permit Type Commercial Alteration Site Address 7705 204th Street NE Valuation 100000.00 Status Applied Permit Issued Permit Expires Square Feet 4756 Type of Construction/Occupancy Load VB Number of Stories 1 Proposed Use Restaurant Remodel Assigned To Launa Peterson Property Information Owner Information Parcel#:00847300000400 KEYTRUST CO NATL ASSOC KEYTRUST CO NATL ASSOC WHEELER J W TRUST 700 5TH AVE#4700 7705 204TH ST NE SEATTLE,WA 98101 360-527-4466 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Carletti Architects Emmanuel Diaz 360-424-0394 emmanuel@carlettiarchitects.com AIA/PE Review Date Type Description Target Date Completed Date Assigned To Status 1/27/2014 Commercial T.I. 2/4/2014 Chris Young In Review 1/27/2014 Commercial T.I. 2/4/2014 Tom Cooper In Review Notes_ Date Note 1/27/2014 IThis is the prior Blockbuster location. I Email History Date _ Ema_iled_T_o 1/28/2014 ddean@arlingtonwa.gov 1/28/2014 tcooper@arlingtonWe.gov Uploaded Files I Upload File 'I Date File _ _� � . ' � - - - - r � t• Commercial Plan Review OWNER: ADDRESS: USE: CONSTRUCTION TYPE: (Type V Provision) Yes No SCOPE OF WORK: Gf AWje G/-- ufe /$/, I .4-Z REVIEWED BY: elf? DATE: 2//y GENERAL INFORMATION 302 Occupancy Class (A2 <50 occupants= B) A161 Ambulatory Care Provision Yes No r/ Chapter 4 Special Use/Occupancy Provisions A)4) T503 Building Area (OK? If not,go to Section 506) 504.1 Building Height (OK? If not, go to Section 504.2) 505 Mezzanine Yes No I/ 505.2 Area Limitation Yes No !/ 505.3 Egress Yes No !/ 505.4 penness Yes No 506.3 Sprinkler Increase (300%or 200%) Yes t' No 507 Unlimited Building Yes No t� 508.2 Incidental Use Area Yes No 508.3.1 Accessory Occupancy Yes No 508.3 Mixed Use Yes p/ No 508.3.2 Non-separated Use Yes `jo 508.3.3 Separated Use Yes >/ No /.T714 T601 Construction Type Yes No T602 Distance Separation Yes ✓ No 603 Combustible Construction Yes No 705 Fire Walls Yes No 706 Fire Barriers Yes (/ No 706.4 Continuity Yes t/ No 707 Shaft Enclosure Yes No 708 Fire Partition Yes No 709 Smoke Barrier Yes No 710 Smoke Partition Yes No 715 'Opening Protectives Yes iNo !� 717.2 Fire Blocking Yes No (/ 717.2.6 Architectural Trim (20 feet) Yes No 717.3 Draftstopping (1,000sf/3,000sf) Yes No V 719 Thermal &Sound Yes 801 Interior Finishes Yes No Fire Systems 901 Yes 1/ No 903 L1111 No / 903.2.13 Additional Requirements Yes No Di Fire Systems Continued 904 Alternative Systems Yes / No 905 Standpipes Yes No 907 Fire Alarm/Detection Yes No 908 Emergency Alarms Yes No 909 Smoke Control Yes No 910 Smoke and Heat Vents Yes 911 Fire Command Center Yes No Means of Egress T1004.1.1 Occupant Load 1004.5 Convergence Yes No T1005.1 Egress Width 1A 1006 Egress Illumination Yes No 1007 Accessible Means of Egress Yes No 1007.6 Areas of Refuge 1008 Doors/Turnstiles Yes No V 1008.1 Doors Yes �j 'No 1008.1.1 Door Size Yes ✓ No 1008.1.2 Door Swing Yes No 1008.1.7 i Door Arrangement Yes No 1008.1.8 Door Operation (locks) Yes / No 1008.1.9 Panic Hardware Yes v No 1009 Stairs 'Yes No ✓ 1009.1 Stair Width 'Yes No ✓ 1009.2 Headroom Yes No 1009.3 Treads/Risers (7" max, 11" min.) Yes No ✓ 1009.7 Vertical Rise 12 feet max. Yes No V 1010 Ramps Yes No ✓ 1011 Exit Signs Yes No 1012 Handrails (both sides, extensions, etc.) Yes No V 1013 Guards 42-inches Yes No 1013.5 Mechanical Equipment_10 feet Yes No 1013.6 Roof Access: 10 feet Yes No 1014 Exit Access Yes No 1014.2 Intervening Spaces Yes No 1014.4 Aisles Yes No 1� 1015 Exit and Exit Doorways Yes No T1016.1 Travel Distances Yes No 1015.2 Remoteness/rI/1 r 1/3) Yes V No 1017 Aisles �/ Yes L/ No 1018 Corridors Yes No 1018.1 'Corridor Ratings Yes No t� 1018.2 'Corridor Width Yes No 1018.4 Dead Ends Yes No ✓/ 1018.5.1 Corridor Ceilings 'Yes No V 1019 Egress Balconies Yes No 1020 Exits Yes ✓ No 1021 Number and Continuity ,Yes V' No Means of Egress Continued 1022 Vertical Enclosures Yes No 1023 Exit Passageways Yes INo t/ 1024 Luminous Egress Markings Yes No 1025 Horizontal Exits Yes No 1026 Exterior Exit Ramps Yes No 1027 Exit Discharge Yes No r/ 1028 Assembly � Yes No 1029 'Emergency Escape and Rescue Yes No Accessibility 1103 Scoping Requirements Yes No 1104 Accessible Route Yes No 1104.4 Vertical Accessibility>3,OOOsf Yes No 1105 Accessible Entrances Yes ✓ No 1106 Parking and Loading Yes ✓ No 1107 Dwelling and Sleeping Units Yes No 1108 Special Occupancies Yes No 1109 Other Features and Facilities Yes ✓ No 1110 Signage Yes ✓ No Interior Environment 1203 Ventilation Yes No 1204 'Temperature Control Yes ✓ No 1205 Lighting(also see WSEC) Yes ✓ No 1206 Yards and Courts Yes No 1207 Sound Transmission Yes No 1208 Interior Spaces Yes ✓ No 1209 Access to Unoccupied Spaces Yes No ✓ 1210 'Surrounding Materials, Yes INo ✓ Exterior Walls 1403 Weather Protection (Condos-see WAC) Yes No t/ 1404 Materials Yes No 1405 'Installation of Wall Coverings Yes No 1405.6.2 Veneers Yes No 1406 Exterior Combustible Materials Yes No 1407 Metal Composite Material (MCM) Yes No 1408 EIFS Yes No Roof Assmeblies and Structures 1503 Weather Protection - Drainage Yes INo 1504 Performance Requirements-Wind Yes No 1505 Fire Classification Yes o 1506 Materials Yes No 1507 Roof Coverings Yes No 1508 Roof Insulation Yes No 1509 Roof Top Structures- Penthouses Ye No 1510 Re-Roofing Yes No Structural Design i I 1604 General Design Requirements(Eng.) Yes 1,XNo / Chapter 17: Special Inspections Required Yes No V 1803 Geotechnical Data Yes No 1807 Foundation Walls- Prescriptive Yes No 1808 Foundations- Prescriptive Yes No 1809 Shallow Foundations Yes No 1810 Deep Foundations Yes No 1905 Concrete Yes No 2103 Masonry Yes No 2110 Glass Unit Masonry Yes No 2205 Structural Steel Yes No 2303 Wood Construction Yes No 2308 Conventional Construction - 1-story max. Yes No 2403 Glass and Glazing Yes No 2406 Safety Glazing Yes No 2505 Gypsum Board and Plaster Yes No 2603 Foam Plastic Yes No 2902 Plumbing Fixtures Yes No 3001 Elevators Yes No 3103 Special Construction Yes No a 2012 Washington State B.. qV Code Compliance Forms for Commercial, Gr(,`R1, and>3 stoLv,R2 and R3 Interior • • Summary 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Info Project Address 7705 204th St. NE Date 12/18/2013 Arlington, WA For Building Department Use Applicant Name: AWA Electrical consultants, Inc. Applicant Address: 19015 36th Ave West, suite E, Lynnwood, WA 9B036 Applicant Phone: (425) 775-1799 Project Description Q NewBuilding [3 Addition Q AReration QPlans Included Lighting Compliance ID Lighting Power Density Calculations Q Total Building Performance Path (If Total Building Performance then only LGT-CHKis required.) Interior Lighting 0 Building Area Method Space-by-space Method Compliance Option Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) ® Addition area or Change of Space Use area complies with all applicable provisions as stand alone project 0 Additionarea or Change of Space Use area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed and proposed(including existing if applicable)lighting wattage of Addition or Change of Use scope. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations,Renovations and Repairs (C101.4.3.1) ® 60%or more of luminaires in space replaced Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed and proposed(including existing)lighting wattage of project scope Q Less than 60%of luminaires in space replaced Provide Space-by-space Method(LTG-INT-SPACE)Compliance Form. Document existing total wattage in space and proposed (including existing)lighting wattage of project scope 0 Lamp and/or ballast replacement within existing luminaires only—existing total interior building wattage not increased ® New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls(C405.2.1),occupancy sensors(C405.2.2.2),daylight zone controls(C405.2.2.3), specific application controls(C405.2.3),and commissioning of lighting controls per C405.13 ® New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring,automatic time switch controls(C405.2.2 1),and commissioning of lighting controls per C405.13. 0 Space is reconfigured -luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. Q No changes are being made to the interior lighting and space use not changed. F— i � t, I 2012 Washington State E,._. Code Compliance Forms for Commercial, Grp R1, and>3 story R2 and R3 Interior • • Summary - Space-by-Space LTG-INT-SP • 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Info Project Address 7705 204th St. NE Date 12/18/2013 Arlington, WA For Building Department Use Applicant Name: AWA Electrical consultants, Inc. Maximum Allowed Lighting Wattage Location(plan#, AllowedInterior '�Alloweu room#,or ALL) Space Type" Watts per f? Area in fe (watts/ff x area) Dining area: Family dining area 0.89 2900 2581 Food preparation 0.99 1190 1178 Restroom 0.98 289 283 Office - Enclosed 1.11 42 47 Atrium— Enter Height: Retail Display Allowance from LQT-INP-DISPLAY Select Table C405.5.2(2)category from drop doom menu. Area Allowed Watts "Foratriums,indicate height.Alloked Kettage for first 40 feet is 0.03 WAt. ht., Total 4421 4089 above 40 feet is 0.02 Wlft. ht. Proposed Lighting Wattage Location(plan#, Fixture Description Number of Watts/ Watts room#,or ALL) (Include exempt equipment per Note 3) Fixtures Fixture Proposed Fl 2x4 Recessed Fluorescent, 2-32W lamps 11 61 671 F1A 2x2 Recessed Fluorescent, 3-17W T8 lamps 5 51 255 F2 Pendant - Small - LED 18 30 540 F3 Pendant - Large LED 5 120 600 F4 Surface Cylinder Downlight - LED 2 30 60 FS LED Recessed Downlight 6 30 180 F6 Sconce 2 30 60 F7 'Track - 4ft section 3 200 600 F7A Track - Bft section with 300VA Current Limiter 3 300 900 FB Vanity Fixture 2 60 120 Retail Display Lighting from LOT-INT-DISPLAY Total Proposed Watts may not exceed Total Allotted Watts for Interior Lighting Total Proposed Watts 3986 Notes: 1.For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8),number of lamps in the fixture, and ballast type(if included). For track lighting,list the length of the track(in feet) in addition to the fixture, lamp,and ballastinfonnation. 2 Forproposed Watis/Fixture, use manufacturer's listed maximum inputKattage of the fixture(not simplythe lamp mttage) and other criteria as specified in Section C405.5.1. For line voltage track lighting,list the greater of actual luminaire kattage or length of track m ultiplied by 50,or as applicable,the Kettage of current limiting de vices or of the transformer For low voltage track lighting listthe transformer rated Kattage. 3,List all fixtures. For lighting equipment eligible for exemption per C405.5.1,note exception number and leave Watts/Fixture blank. STRUCTURAL CALCULATIONS for A REMODEL FOR KEY PRIVATE BANK 204TH STREET PLAZA 7705 204TH STREET NE ARLINGTON, WA Prepared by GOEDEKE ENGINEERING 17119 SE 47th Court Bellevue,WA 98006-5805 425-417-5163 strucl @q.com 11l'1 1~�t'0Y s wa1�� C. Gregg Goedeke,P-E. Structural Engineer � T x `URAI9452 I0NAL ►,r,r Received JAN 2 7 2014 `-f ,2SC) _ _ - - - - _ _ - - - - - - - - - _- - �� - - ti Goedeke Engineering Job:-aJota-5 A?esa--,Ar4xzt- Bellevue, WA Date: SOjw U 14- 425-417-5163 Page j of 1 Lax 04�(360 ) Yt n ly+�j ?law = A(.0 = 0.161, xr=D.S4 i A,+ L3 Yc3 K, CVV055 ��Pay+ 1' 351 l ' Ito 5 5 51 1(0 * L�-� _ - i L3 k3X 3/I� aK. i Goedeke Engineering Job:-T&U IS ��-OuxaAct Bellevue, WA Date:v So 14- 425-417-5163 Page 2 of i 1. X33�t� _ IZ�XA ';,U?eOYt G'PaAA- roo x 1004 L3�c3x3/i6 22,5(o.ob)(1v,6�)4' -b Iwv ( omtoe) MAI.-- 3- et : MAL-5 Ix.ts m 22'� ., �o-��-� ��uv� 32i ,Qci,rJ =51 oa 22 to -, , 2& c ,; _ t Mao- 0,2�Z)�� 25,E II` MAIL- 5 M = Z( 2 =3,2 �C4) Goedeke Engineering Job: - r Bellevue, WA Date: �TGU► ' 1 - 425-417-5163 Page 1;5 of gmdj�qhake• lam_ Act- 0.4, a 'Svs Wp I + G — o (o,514) = 411 no wfIs. DoeGM oar4y s� J �yl,�, #. 20�ac w.e � — l'7 3 �I.33)= 23v _ Aru.�ed Goedeke Engineering Job:—F -�e—s+zw,Ya.M.-k' Bellevue, WA Date: c�Gv� 201� 425-417-5163 Page C- of Gj �CbDd y Ll Po- ' F12x OA(N. 4q q� MP _lam 5r L `+1215 ILI baft, ct�,oA 4.z> 5,A P kaod roc1 Goedeke Engineering Job:-111" 'Ct,25�-a.u�,rQ► -'� Bellevue, WA Date: Ow- '20 d " 425-417-5163 Page C of 5 j�- 01 r I n H .a; V w � 000 x - a� O 06 � V w rn v' u 0-4 V c•7 z z w J Q A E-4 a a VZ U z � ¢ � �. o a� 3cu CA � 0C d Ln Q CDCD Z � cHH �' 00 w o y z w < ( Z � < U x � •c U � w n p w x �i QCWLnH c W o Z � c O ++ - CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE: (360)403-3551 SIDE SEWER/WATER METER Address: 7705 204th Street NE Permit#: 221 Plat Name: Lot#: Parcel#: 00847300000400 OWNER APPLICANT Name: KEYTRUST CO NATL ASSOC Name:Northwest Construction Services Address: WHEELER J W TRUST 700 5TH AVE 94700 Address: P.O. Box 273 City, State Zip: SEATTLE, WA 98101 City, State Zip: Marysville, WA 98270 Phone: 360-527-4466 Phone: 360-659-9600 JOB DESCRIPTION Water and Sewer Connection for Tablas Restaurant CONDITIONS Must follow all City of Arlington, Public Works Construction Standards and Specifications. Monthly water/sewer billing begins at the time of installation. Water Meter Installation-Call 48 hours in advance 360-403-3526. Meter Tail Piece Inspection -Call 48 hours in advance 360-403-3526. Side Sewer Inspection-Call 24 hours in advance 360-403-3508. PERMIT APPROVAL I agree to pay in advance and in accordance with existing ordinances and regulations of the city,the below charges,the exact charges will be determined and payable immediately upon completion of installation. I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the city,or any such ordinances and regulations passed hereafter. I hereby authorize any tenants,to have all accounts for water kept in his/her name with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the city will use all reasonable effort to maintain uninterrupted service, but reserves the right to shut off the water at any time without notice for repairs,extensions, non-payment or rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. The sewer superintendent may require the permitee to furnish plans pertaining to the application and issuance of permit. Reference;Chapter 13.08,Arlington Municipal Code for rules and regulations governing side sewers and connections to the public sewer system. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded C_yy of Arlington#3101. Owner4uthoriz7v n Date / PERMIT FEES Date Name Description Fee Amount 4/18/2014 Sewer Connection Fee 379.00.04.06 $25,200.00 i 4/18/2014 Water Connection Fee 379.00.04.05 $12,900.00 Total Due: $38,100.00 Total Payment: $0.00 Balance Due: $38,100.00 J i i i i i LL ILL MULLION10 A t2 MTO A•S.0 A•!0 2 Q B Q a D} 4 A 1 !L rJ r CARLETTI ARCHITECTS P.S. RECEPTION _` _` e _ nNntn,M."w &-r 100 �I 2 }� Ov � 116 EAST FIR STREET AQ 1ao yr N0 SUITE A VERIFY lKIBT.OWLS GOES PULL HEIGHT.tNTTALL Air W!'GWBFULL , MOUNT VERNON. WA 96273 EXIST.ALONG GRID LINT 3 IF IT DM OTYP. . Phone: 360 424-0394 2 Fax: �360 424-5726 N ti a e --FLOOR Pu1ts_NOT S _ _ BAR ,/ DINING R 101 102 1.PROVIDE BARRIER FREE STGNAOE A7 ALL ADA RESTROOMS PER ANSI 191 2.POST SIGN AT MAIN ENTRANCE DOOR.41 WHICH READS-THESE DOORS TO BANQUET V1 N REMAIN UNLOCKED DURING OCCUPIED HOURS.' 108 9.CONFIRM ALL ROUGH OPENINGS FOR D' A REMODEL FOR: \ HDCP ACCESSIBLE RGSTROOM DIMENSIONS _ KEY PRIVATE BANK BAR BACK I } 204TH STREET PLAZA AND CLEARANCES. u ALL FUIU2ITUIt!F.TiT� 5 CONFIRM ALL FINISHES W/OWNER AND ARCHITECT PRIOR TO ORDERING. f01-S li � 7705 204TH ST. NE e SOUND INSULATE ALL WALLS TYP,THROUGH-OUT Q 7.ALL RISTROOMS TO HAVE GREEN BOARD TYP. I ARLINGTON WA 8,ALIGN STUDS,ELECTRICAL AND PLUMBING AS REQ'D TO ACCOMMODATE RECESSED PAPBRTOWIL/WASTE RECEPTACLE. APPROVE LAYOUT LOCATIONS 4 WI ARCHITECT PRIOR TO FRAMING 0.CONTRACTOR TO PATCH 8 REPAIR ROUGH INS FOR ELECTRICAL ON EXIST WALLS FOR TENANT FINISHES CONTACT: ROBERT MORENO 10 CONTRACTOR TO PROVIDE MECHANICAL CURBS FOR EQUIPMENT ,1 360-52KEYBA K VENTILATION CONTRACTOR TO INSTALL �l 11 EQUIPMENT/APPLIANCES PROVIDED BY TENANT CONTRACTOR TO PROVIDE EXIST TENANTLI NO WORK WRAP EXIST:T.B. 360-527-4466 POWER WATER 8.EWER CONNECTIONS AS NOTED ON SHEETS K-1-6.ELEC ` S I f 1 I COLUMN L EIG 1 PLANS,MECH PLANS 6 CIVIL DRAWING. SEE K-8.1-86 FOR HOOD GWB FULL RETORT } INFORMATION. 5 - �I 12 FREE2lR/COOLER TO BE PROVIDED BY BARGR[EN/TENANT CONTRACTOR KO VY TO VY T•R' 1•-0' •� Y-1p VY ri-T fH' 4'-6' •r TO INSTALL AND PROVIDE BLAB W/FOOTING COORDINATE ROOF 6 T STRUCTURE WI TENANT - 10 } w ' 4 ' rn w• 4 4 } b FLOOR PLAN LEGEND 4 � 2 R FIR[EXTINGUISHER 2A105C/SEMI-RECESSED EXIST.OCMIYMT _ LINE OF� 1 'f.,, 1 } WALL ~ 1 SOPPIT ASOW! OWINDOW TAG BEE SHEET A-25 FOR SCHEDULE }A 11 _ KY•0 AFF ] e••q' -2 w• 11v r•^VV © Y © DOOR NUMBER SIG SHEET A-2-5 FOR SCHEDULE _ SATIDIICT POP h 6 -\ - `^ 1Y-0 44 V 3 T1 VT ^ ROOM FINISH TAG SEE BHG[7 A-16 POR SCHEDULE r`.+ 104 _ P="* 12-524 XXX b ® COOLER/REFIUOERATOR WALL►SEE DETAILS PROVIDED BY WOMEN'S ROOM 4 T-O b DARGREEW ELLINOBON KITCHEN SUPPLIER 4 _c'. or, MO�TlO S 112 PARTITIONS B I 2 ;- �` REVISIONS: _ CONTRACTOR TO PROVIDE WALLS FRAMED FULL HEIGHT G'30 MIL 4 TYR 6 I _ 1S•o.0 MTL STUD 6/8'1C Oft EA BIDE RUN GWB TIGHT TO ROOF 11 6 FD 6 O ff" IC_21 {� - ` 1-27-14 PERMIT SET DECK,CUT 8 CAULK TO FIT SNUG T•7•_ ea• - ® WALLS FRAMED FULL HEIGHT CONSTRUCTION OF WALL AND - FINISHES PER TENANT Ell. e WALLS OF VARYING HEIGHT CONSTRUCTION OF WALL AND BANQUET PREP 2 �_I�' -- •p S KITCHEN S N —pw"" I FINISHES PGR TENANT 106 e / 4 F!yam. a °EXISTING EXTERIOR WALL 8'CMU W/3 6/8'STUDS W/R-13 BATT I 1 �I B ME"ROOM T I INSULATION•5/8'ewe . 111 to �� p COMBINATION EXIT SIGN/EMERGENCY LIGHTING W/BATTERY - ERGO T•1D' 2N•I 4 1 ll�!4 S IJ BACKUP HARDWARE R.Y r•P tT-6 7M' Te V4' VERIFY P•LAL!WINIU. - EMERGENCY LIGHTING W/BATTERY BACKUP IL SCR!" "_. O - :. a �4 4 } YC 74M Vr WALL TAG 12 .-. �. S � 1/2 HIGH WALL COORDINATE HEIGHT.FINISH.AND RESTROOM - 6 SCULLERY S' PREP S SHEET TITLE: CONSTRUCTION W/TENANT IN ICI 107 ` !OS s 100 ` 3/4 HIGH WALL COORDINATE HEIGHT.FINISH AND COUNTER 0 AYe T-4• Ya• W-V 2T PROPOSED FLOOR PLAN CONSTRUCTION W/TENANT INIC) r A-T. , WALL AT 48'AI-F.VERIFY HEIGHT,FINISH AND CONSTRUCTION - W/TENANT IN.LC.I - A 4 FULL HEIGHT WALL COORDINATE HEIGHT.FINISH AND LOCATION OF DOUBL!� O O •• CONSTRUCTION W/TENANT,INICI CHECK DETECTOR LINE _ 2 INTO BUILDING.ALLOW 14' ❑6 FULL HEIGHT WALL PROVIDGDI INSTALLED BY CONTRACTOR OF CLEAR SPACE BETWEEN ILL COOLER FRElYtA PIP!AND DOOR JAMS FOR 10 ADA CLEARANCE A•SO 1- 10 15'-f0' 3 Z NGW 6'CONC.WALI COORDINATE WI N EXIST.CLEC TRAN! A-•-+fryer 75 CIVIL PLANS FOR C _�� s 5 •^'� PROPOSED FLOOR PLANS / v West Coast Code Consuhants,Inc %, - COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59"Ave NE •Arlington,WA 98223• Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3)SETS OF CONSTRUCTION PLANS, TWO(2) SETS OF STRUCTURAL CALCULATIONS, ONE(1)SET OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS STATEMENT OF INTENDED USE. Type of Permit: Change of Use/Remodel El Commercial Addition M Tenant Improvement Project Address: q�615 'Zo47t Parcel ID#: a© g`t 23 0200 U 400 Project Description: ' r -� i Legal Description: S&VOM It TvxJ�,l &-vp 3 Project Valuation: Owner: r$Y Tp_ r-bi Cp. t44r-L. A_t;6DL, Phone Number: ,360 Address: City: State: {{'n Zip Code: `12101 Contact Person:f IAM,414WL 1714Z -(A-Z-L-Kr7-1 A zGf([T F[15 Phone Number: '2f,,c'�- 4 -03CI4 Cell Phone: Fax: E-mail: e0wc,ouf l go c.cicle +,+,ci('cl4ik.t+t � Address: City: MT 1)r(zM�M State: )AM Zip Code: Cf32 9 3 Contractor: Phone Number: Address. City: State: Zip Code: Contractor's License Number: Expiration Plumbing Contractor: 'T6Z) Phone Number: Address City_ State: Zip Code: Contractor's License Number: Expiration Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature n �Li �f ! — Date 7�z i� J 4 ell Print Applicants Name P-Mm 4N oa D1-1- Received FOR STAFF USE ONLY qars f Permit# Accept#Ery Amount Received Receipt# Date Received >-~ COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 591h Ave NE •Arlington,WA 98223• Phone(360)403-3551 Project Name/Tenant 1 At3C-AS � -rAtkRA+tT" Site Address -4�5 z t�K 'rz; f rT -PL 47A Bldg/Unit/Suite IBC Construction Type ^/ i`3. IBC Occupancy Type A-'— Description of Use laIEV, Z5 s,T AukZAK�T— Building Square Footage ( Number of Stories Square Footage Per Floor Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems Compressed gas systems Fire alarm and detection systems Fire pumps Flammable and combustible liquids(tanks, piping etc...) Hazardous materials High piled/rack storage Industrial ovens/furnace Private fire hydrants Spraying or dipping operations Standpipe systems Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: bJ,,t- 3t✓ Ar �F�1 Ptv�'cyMAT�C ��Zti Fk%rt4�t,(�yll�6 Wt-r 1 'Dot�uF CtI&ic DVMTO;o— ort �r(.J " -r4aE9-At7 U)itt k14-✓T-- //qPW P-lQL ?-V1P P R�Y -J�"Of-J lc1J7r-H,f1V 5y?PL1F",Z_ Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. COMMERCIAL REMODEL PERMIT APPLICATION Department of Community&Economic Development City of Arlington•18204 59'Ave NE•Arlington,WA 98223•Phone(360)403-3551 Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will dearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner: The project owner,or the architect or engineer acting as the owners agent,shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector.In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the projed, until nonconforming items have been resolved. ACKNOWLEDGEMENTS: The building permit does not include any mechanical,electrical,plumbing or fire sprinkler/alarm work.These perms are issued separately.Mechanical,electrical,plumbing,or fire sprinklerlalarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued.You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(3W)403-3551 or by ema1 to ceermitcenterOci.arimgtor,wa.us. I have read and agree to comply with the terms and conditions of this agreement Owner; —7/'`.+�' ' Date: �La Q — j r-#� ►"1�'G.'�,.J t"a i� _:-.'►3`f't�t ` i.��, �t�10E.•J! i�'rTE: I Z'?%/ Commercial Plan Review OWNER: ADDRESS: USE: CONSTRUCTION TYPE: (Type V Provision) Yes No SCOPE OF WORK: 4`4A v6e p/-' aSe A/ ,! -Z REVIEWED BY: �,4 DATE: z//y GENERAL INFORMATION 302 Occupancy Class (A2 <50 occupants= B) Ala Ambulatory Care Provision Yes No r/ Chapter 4 Special Use/Occupancy Provisions A)O T503 Building Area (OK? If not,go to Section 506) 504.1 Building Height (OK? If not,go to Section 504.2) 505 Mezzanine Yes No 1/ 505.2 Area Limitation Yes No r/ 505.3 Egress Yes No I/ 505.4 Openness Yes No 506.3 Sprinkler Increase (300%or 200%) Yes No 507 Unlimited Building Yes No t� 508.2 Incidental Use Area Yes No 508.3.1 Accessory Occupancy Yes No l/ 508.3 Mixed Use Yes p/ No 508.3.2 Non-separated Use Yes ✓ No 508.3.3 Separated Use Yes 1�-' No T601 Construction Type Yes No T602 Distance Separation Yes ✓ No 603 Combustible Construction Yes No 705 :Fire Walls Yes No 706 Fire Barriers Yes (% No 706.4 Continuity Yes ✓ No 707 (Shaft Enclosure Yes No 1/ 708 Fire Partition Yes No 709 iSmoke Barrier 'Yes :No 710 Smoke Partition Yes No 715 Opening Protectives Yes No Y 717.2 Fire Blocking Yes No (� 717.2.6 Architectural Trim (20 feet) Yes No 717.3 Draftstopping(1,OOOsf/3,OOOsf) Yes No 719 Thermal &Sound Yes No 801 Interior Finishes Yes No Fire Systems 901 Fire Protection Yes ✓ No 903 Sprinklers Yes No / 903.2.13 Additional Requirements Yes No Fire Systems Continued TS/�•� T ah f 904 'Alternative Systems Yes `` �� No 905 Standpipes Yes No 907 Fire Alarm/Detection Yes No 908 Emergency Alarms No 909 Smoke Control Yes No 910 Smoke and Heat Vents Yes No 911 Fire Command Center Yes No Means of Egress T1004.1.1 Occupant Load M 1004.5 Convergence Yes No r/ T1005.1 ;Egress Width 1006 Egress Illumination Yes No 1007Accessible Means of Egress Yes No 1007.6 Areas of Refuge 1008 Doors/Turnstiles Yes No 1008.1 Doors Yes ✓/ i No 1008.1.1 Door Size Yes No 1008.1.2 Door Swing Yes ✓i No 1008.1.7 Door Arrangement Yes �/ No 1008.1.8 Door Operation (locks) Yes / No 1008.1.9 Panic Hardware Yes ✓ No 1009 Stairs Yes No ✓ 1009.1 Stair Width Yes No ✓ 1009.2 Headroom Yes No ✓ 1009.3 Treads/Risers (7" max, 11" min.) Yes No ✓ 1009.7 Vertical Rise 12 feet max. Yes No 1/ 1010 Ramps Yes No ✓ 1011 Exit Signs �No 1012 Handrails (both sides, extensions, etc.) Yes !No 1013 Guards 42-inches Yes No 1013.5 Mechanical Equipment: 10 feet Yes No 1013.6 Roof Access: 10 feet Yes No 1014 Exit Access Yes No 1/ 1014.2 Intervening Spaces ,Yes INo l/ 1014.4 Aisles 'Yes No 1/ 1015 Exit and Exit Doorways Yes ✓ No T1016.1 Travel Distances Yes ✓ No 1015.2 Remoteness / r 1/3) Yes V No 1017 Aisles Yes No 1018 Corridors Yes No 1018.1 Corridor Ratings Yes No 1018.2 Corridor Width No 1018.4 Dead Ends Yes No 1018.5.1 Corridor Ceilings Yes No 1019 Egress Balconies Yes !No 1020 Exits Yes ✓ No 1021 Number and Continuity Yes No Means of Egress Continued 1022 Vertical Enclosures Yes No ✓ 1023 Exit Passageways Yes No 1024 Luminous Egress Markings Yes No 1025 Horizontal Exits Yes No (� 1026 Exterior Exit Ramps Yes No 1027 Exit Discharge Yes No t� 1028 Assembly Yes ✓ No 1029 Emergency Escape and Rescue Yes No Accessibility 1103 Scoping Requirements Yes No 1104 Accessible Route Yes No 1104.4 Vertical Accessibility>3,OOOsf Yes No c/ 1105 Accessible Entrances Yes ✓ No 1106 Parking and Loading Yes !/ No 1107 Dwelling and Sleeping Units Yes No 1108 Special Occupancies Yes No 1109 Other Features and Facilities Yes ✓ No 1110 Signage Yes t/ No Interior Environment 1203 'Ventilation Yes No 1204 Temperature Control I Yes ✓ No 1205 Lighting(also see WSEC) Yes ✓ No 1206 Yards and Courts Yes No 1207 Sound Transmission Yes No 1208 Interior Spaces Yes t/ No 1209 Access to Unoccupied Spaces Yes No ✓ 1210 'Surrounding Materials Yes No ✓ Exterior Walls 1403 Weather Protection (Condos-see WAC) ,Yes No V 1404 Materials Yes No 1405 Installation of Wall Coverings Yes No 1405.6.2 Veneers Yes No 1406 Exterior Combustible Materials Yes No 1407 Metal Composite Material (MCM) Yes No 1408 EIFS Yes No Roof Assmeblies and Structures 1503 Weather Protection- Drainage Yes I No 1504 Performance Requirements-Wind Yes Now 1505 Fire Classification Yes 1I o 1506 Materials Yes No 1507 Roof Coverings Yes No 1508 Roof Insulation Yes No 1509 Roof Top Structures- Penthouses Ye No 1510 Re-Roofing Yes No Structural Design 1604 General Design Requirements(Eng.) Yes No / Chapter 17: Special Inspections Required Yes No f/ 1803 Geotechnical Data Yes No 1807 Foundation Walls- Prescriptive Yes No 1808 Foundations- Prescriptive Yes No 1809 Shallow Foundations Yes No 1810 Deep Foundations Yes No 1905 Concrete Yes No 2103 Masonry Yes No 2110 Glass Unit Masonry Yes No 2205 Structural Steel Yes No 2303 Wood Construction Yes No 2308 Conventional Construction- 1-story max. Yes No 2403 Glass and Glazing Yes No 2406 Safety Glazing Yes No 2505 'Gypsum Board and Plaster Yes No 2603 Foam Plastic Yes No 2902 Plumbing Fixtures Yes 3001 Elevators Yes No 3103 Special Construction Yes No Inspection Information Inspection Date 6/25/2014 Type Commericial Requested By Contact Info Scheduled Date Completion Date Description Change of Use-T.I. Status Completed Assigned To Chris Young Hours 0 Notes Property Information Parcel#:00847300000400 KEYTRUST CO NATL ASSOC KEYTRUST CO NATL ASSOC WHEELER J W TRUST 700 5TH AVE#4700 7705 204TH ST NE SEATTLE WA 98101 539 Other Retail Trade NEC 360-527-4466 Inspection Items Date Employee Pass/Fail Note Building Final Ceiling Grid Cross Connection Fire Final Footing Foundation Framing 8/18/2014 Chris Young Pass Lintels at doors ok 6/25.Restrooms and demising wall.8/18 Gas Piping 12/23/2014 Chris Young Pass Refrigeration piping Groundwork Plumbing 6/5/2014 Chris Young Pass Insulation 6/18/2015 Kevin Olander Pass Rough HVAC 8/18/2014 Chris Young Pass Duct work above bathrooms Rough-In Plumbing 7/21/2014 Restrooms. Shearwall Structural slab 6/27/2014 Chris Young Pass Inspected cooler slab on 8/5.Left note regarding elevation. Underfloor 6/18/2015 Kevin Olander Pass Wallboard Permit Details Date 1/27/2014 Permit Number 280 Project Name Kafe Neo Wood Stone Applicant Name Carletti Architects Applicant Address 116 E Fir Street,#A City,State,Zip Mount Vernon,WA 98273 Contact Emmanuel Diaz Phone 360-424-0394 Email emmanuel@carleftiarchitects.com Permit Type Commercial Alteration Site Address 7705 204th Street NE Valuation 75000.00 Status Issued Permit Issued 4/14/2014 Permit Expires Square Feet 4756 Type of Construction/Occupancy Load VB Number of Stories 1 Proposed Use Restaurant Remodel Assigned To Launa Peterson Contractors Contractor Name Primary Phone Email Contractor License License# Contact Type Carletti Architects Emmanuel 360-424- emmanuel@carleftiarchitects.com AIA/PE Diaz 0394 Cascadian Nicholas 425-224- nick@cascadiancraftworks.com CONTRACTOR CACSCACL870LK Craftworks,LLC Francois 2474 Northwest 360-659- Labor& Construction Tony Miller 9600 Itony@northwestconstruction.com CONTRACTOR Industries NWGENGC8700E Services Property Information Owner Information Parcel*00847300000400 KEYTRUST CO NATL ASSOC KEYTRUST CO NATL ASSOC WHEELER J W TRUST 700 5TH AVE#4700 7705 204TH ST NE SEATTLE,WA 98101 360-527-4466 2012 Washington State Ei.. gy Code Compliance Forms for Commercial, Grc, R1. and>3 story R2 and R3 'Interior Lighting Summary LGT-SUM 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Info Project Address 7705 204th St. NE Date 12/18/2013 Arlington, WA For Building Department Use Applicant Name: AWA Electrical Consultants, Inc. Applicant Address: 19015 36th Ave West, suite E, Lynnwood, WA 98036 Applicant Phone: (425) 775-1799 Project Description 0 New Building 0 Addition 0 Alteration Plans included Lighting Compliance 0 Lighting Power Density Calculations 0 Total Building Performance Path (If Total Building Performance then only LGT-CHK is required.) Interior Lighting 0 Building Area Method Space-by-space Method Compliance Option Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 &C101.4.4) ® Addition area or Change of Space Use area complies with all applicable provisions as stand alone project 0 Addition area or Change of Space Use area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed and proposed(including existing if applicable)lighting wattage of Addition or Change of Use scope. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations,Renovations and Repairs (C101.4.3.1) ® 60%or more of luminaires in space replaced Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed and proposed(including existing)lighting wattage of project scope Q Less than 60%of luminaires in space replaced Provide Space-by-space Method(LTG-INT-SPACE) Compliance Form. Document existing total wattage in space and proposed (including existing)lighting wattage of project scope Q Lamp and/or ballast replacement within existing luminaires only—existing total interior building wattage not increased ® Newwiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls(C405.2.1),occupancy sensors(C405.2.2.2),daylight zone controls(C405.2.2.3), specific application controls(C405.2.3),and commissioning of lighting controls per C405.13 ® New or moved lighting panel Provide all applicable lighting controls as noted for New Wring,automatic time switch controls(C405.2.2.1),and commissioning of lighting controls per C405.13. 0 Space is reconfigured -luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405 13. 0 No changes are being made to the interior lighting and space use not changed. 2012 Washington State E.—gy Code Compliance Forms for Commercial, Grp F 1, and>3 story R2 and R3 Interior • • Summary - Space-by-Spa 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised June 2013 Project Info Project Address 7705 204th St. HE Date 12/18/2013 Arlington, WA For Building Department Use Applicant Name: AWA Electrical consultants, Inc. Maximum Allowed Lighting Wattage Location(plan#, Allowed uross interiorvvcus ruiuweu room#,or ALL) Space Type' Watts per ftz Area in fe (watts/ff x area) Dining area: Family dining area 0.89 2900 2581 Food preparation 0.99 1190 1178 Restroom 0.98 289 283 Office - Enclosed 1.11 42 47 Atrium— Enter Height: Retail Display Allowance from L617-INT-DISPLAY " Select Table C405.5.2(2)category from drop dotan menu. Area Allowed Watts Foratriums,indicate height.Allotaed Rettage for first 40 feet is0.03W/ft. lit., Total 4421 4089 above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Location(plan#, Fixture Description Number of Watts/ Watts room#,or ALL) (Include exempt equipment per Note 3) Fixtures Fixture Proposed Pi 2x4 Recessed Fluorescent, 2-32W lamps 11 61 671 F1A 2x2 Recessed Fluorescent, 3-17W TS lamps 5 51 255 F2 Pendant - Small - LED 18 30 540 F3 Pendant - Large LED 5 120 600 F4 Surface Cylinder Downlight - LED 2 30 60 F5 LED Recessed Downlight 6 30 180 F6 Sconce 2 30 60 F7 Track - 4ft section 3 200 600 F7A Track - Sft section with 300VA Current Limiter 3 300 900 FS Vanity Fixture 2 60 120 Retail Display Lighting from Wr-INT-DISPLAY Total Proposed Watts may not exceed Total Allotted Watts for Interior Lighting Total Proposed Watts 3986 Notes: 1.For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8),numberof lamps in the fixture, and ballast type(if included). For track lighting,list the length of the track(in feet) in addition to the fixture, lamp,and ballastinformation. 2.For proposed Watts/Fixture, use manufacturer's listed maximum inputKettage of the fixture(not simp/ythe lamp mattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting,list the greater of actual luminaire ttettage or length of track multiplied by50,or as applicable,the tiattage of current limiting devices or of the transformer. For low voltage track lighting listthe transformer rated cottage. 3.List all fixtures. For lighting equipment eligible for exemption per C405.5.1,note exception number and leave Watis/Fixture blank. STRUCTURAL CALCULATIONS for A REMODEL FOR KEY PRIVATE BANK 204TH STREET PLAZA 7705 204TH STREET NE ARLINGTON, WA Prepared by GOEDEKE ENGINEERING 17119 SE 47th Court Bellevue,WA 98006-5805 425-417-5163 strucl @q.com f,11i1t j qGG Go C. Gregg Goedeke,P.E. `��y of was�,r�d�� Structural Engineer 4wV CQ N ~ 18452 ��r�i4t rw I Received JAN 2 7 2014 --m -2sc) Goedeke Engineering Job:--�k6 '?V,-+a:^^IrAMt Bellevue, WA Date: `o 14- 425-417-5163 Page of v�eiC Ilb s 1,3x3�31j� C2)C5') (00 L3rc X 3/lr, 0.&(s& O,I e" -xr=a.S4 1 vv4 L3 Yc3 x "A L S; ct'SY310") Wel � 1� l 1(05* i Goedeke Engineering Job:-TaM O-S ya-lxt -'tl Bellevue, WA Date:Z3-6-,,-U I+ 425-417-5163 Page of Cj L3 K3 A311 L3K3>C31� 2 835 2I wm M Au_- 3 4 M ALk,-5 32 M'.('+�� = �k MA-Lk- 5 M - 2 0►�(32)_ C6w5vr�a{iv�, �:�' Goedeke Engineering Job:`T&W,13" yal' Bellevue, WA Date: TGw, q o l 425-417-5163 Page of 1j > ea cmwy- o�-tyv!+) Q.U,a�ecl e 920* �7 �1 1k�p" +�wudpo t+-+o c4-A"c-f Arlo 4-o Goedeke Engineering Job: "" fit Bellevue, WA Date: c-J . U!�- 425-417-5163 Page 4- of 5 Hwd SIA EPo r-{- Fir m, -FW-o I,u} i J rood -l 4 e"c ' 511 ried Wet �4 rid Z25 5� S 225 600) lyl�n�k J o� Goedeke Engineering Job: &W&-S Bellevue, WA Date:-:0-6w- ' 0 425-417-5163 Page 5 Of C i tow,,, = 21 C04- "C 200 �14 1 o.4 Cis) �r o,�i2 �.� '��Locro - 0,06�� 5� = o, 5D 3 STRUCTURAL NOTES GENERAL DESIGN CRITERIA 5-m' All work shall be in conformance with the 2012 Edition of the International Building Code(IBC). (VERIFY) Loads: Wind V3s=85 mph,Exposure B I. VERIFY DIMENSIONS OF RTU,MUA Earthquake Design Category D OREFTO LOCATE FRAMING MEMBERS. C.ARLETTIARCHITECTS P.S. Roof Live Load 25 psf(snow) (N)L 3 X 3 X 3/16 ]. WELD ALL CONNECTIONS WITH Roof Dead Load 15 psf 3/16'FILLET BOiH SIDES. wddI&plmriM 116 East Fir Street, Suite A FOUNDATIONS Mount Vernon, WA 98273 All foundations are to bear on undisturbed native earth with minimum allowable bearing pressure NEW ROOF of 1500 psf. Exterior footings are to bear a minimum of T-6"below finish grade below organic TOP OR Phone: (360) 424-0394 MAKE UP AIR WIT Fax: RID) 424-5726 surface soils. Backfill is to be compacted to 95%of maximum density per ASTM D-1557. ATTACHED TO Provide a minimum of(2)#4 continuous at bottom of all continuous footings. m FACTORY CUM tD X x a 'O R (4)3/S'DIA THR)BOLT OR CONCRETE Y n X u EXISTING ROOFlNG ALL THREAD,(ONE EA CORNER Concrete strength is to be f'c=2,500 psi with a maximum water/cement ratio equal to 0.67 for - OVER METAL DECK OF WIT)BOLT FACTORY CURS TO non-air-entrained concrete and 0.54 for air-entrained concrete. Minimum sacks per cubic yard to w w ANGLE FRAME THR)METAL DECK be 5.5. GO CONCRETE REINFORCEMENT 2 V.et ,HcA All reinforcing steel is to be ASTM A615 grade 60(fy=60,000 psi). Minimum concrete cover for s-I EXHAUST FAN OVER Hoop, m� reinforcement:3"for concrete poured against soil,2"for formed concrete in contact with soil. /� N)L 3 x 3 x 3 6 SIMILAR DETAIL Extend horizontal wall steel to 2"from outside face and lap with elbow bars(30 diameters)of EXISTING 22'STEEL J 1 WELDED ANGLE FRAME `$� 18452� same size and spacing. (N)L 3 X 3 X 3/16 JOIST•5'-0'OC, FOR ROOF TOP WIT VERIFY BUPPORT,SEE PLAN IQts DETAIL THIS SHEET Slab Reinforcement: Rigidly support steel using concrete blocks or chairs manufactured in accordance with CRSI standards. Nonstructural slabs on grade are to be a minimum 4"thick PLAN VIEW placed on gravel fill and reinforced as shown on the plans. Interior slabs on grade are to have A REMODEL FOR: approved vapor barrier with proper sub-grade preparation. NEW RTU 4 MUA DETAIL KEY PRIVATE BANK STRUCTURAL STEEL 6-I SCALE:W".P-0' 204TH STREET PLAZA Structural steel rolled shapes and plates are to conform to ASTM A36,Fy= 7705 204TH ST. NE36,000 psi. Structural 7705 TON, WA tube columns to conform to ASTM A500,Grade B,Fy=46,000 psi. Machine bolts and anchor bolts NEW RTU,MUA 4 EF FRAME are to conform to ASTM A307,Grade A,with nuts conforming to ASTM A563,Grade A,hex type. s-I SCALE:10".P-0' Welds not shown are to be 3/16"minimum continuous fillet. All welding is to be performed by WABO certified welders using fresh E70XX electrodes. Bolt hole sizes are to be in accordance with AISC spec cation. CONTACT: Shop prime all steel except steel embedded in concrete. Exterior exposed steel is to be hot-dipped ROBERT MORENO galvanized. During erection,shore and brace structural steel as required due to condition of KEY BANK installation. Expansion anchors are to be Hilti carbon steel Kwik Bolt-II or equal. When 360-527-4466 substitutions are used,the Contractor shall submit manufacturer's literature to the Architect describing the expansion anchors and listing IBC recognized allowable shear and tension values. 3 w 1'-0' 24"OC TYP EXTG 1112.PROVIDE 4 CMU WALL NON-SHRINK GROUT 8-1 _. BETWEEN FRAME 1 CMU•1 EAD FOR �, 9 WA L SOLID BEARING DOOR Vf1'OFNG WALL rCNW CUT LINE, OFNG DIMS W/ L 3 I/t X 2 1/2 X V4 SEE WALL ELEV ARCHT'L DOOR FRAME 1 S 4-11 3/0'DIA--BOLT, PHUJL(;l NUMBER: 12-524 4"INTO SOLD NEW EXTG TOP `v DRILL 1 EPDXY REW SL,OORB GROUT,PUDDLE SECTION Na HEAD �r�ExTG � TH (JAMB SIMILAR) REVISIONS: PROVIDE SNUG NOT To WALE PIT BETUM CON- SLAB _ 1-15-14 PERMIT SET SLAB AND HEAD ANGLE PROVIDE SOLID BEARING DOOR FRAME TO NEW CMU POOR ELEVATION EXISTING CONCRETE S-I SCALE:1/4'.P-O" 4� CMU DCOR FRAME DETAILS S-I NOT TO SCALE SHEET TITLE: INSULATED FREEZER WALL, SEE FREEZER DETAILS STRUCTURAL DETAILS SLOPE TOP 4'THICK CONCRETE SLAB !E)STEEL ROOF DECK OF STEM WALL W/FIBER 1'ESH REV OVER W/CIL4rFER CONT INSULATION 5'-O"(VERIFY) FINISHED GRADE 3/8"DIA HOOD END 3. HAWER ROD, _ CONDITION (ONE ROD PER SPAN) C END IP' I I CONDITION %L 4'THICK CONCRETE SLAB-ON-GRADE,FEW W/ '4 IS'OC EA WAY W 16TWT HOW 3/B �4 X 2--4""+%•OC,DRILL e EA LINE OF HOOD 1 EPDXY 4"INTO CONC 3/8"DIA BOLT iHRJ HANGER RODS IB DIA BOLT iHRJ 'W X 6'THK FTG W/ STEM WALL,LAP SLAB rEW PROJECT ARCHITECT: " BOTTOM CHORD OF(E) BOTTOM CHORD OF(E) (2)•4 CONT W/6'THK STEEL JOIST STEEL JOIST STEM WALL LW-4"a'OC CGG EACH WAY DRAWN BY: CGG 6 FREEZER SLAB DETAIL CHECKED BY: 5 HOOD HANGER ROE)DETAIL s-1 3/4".r-m' 15 JAN 2014 S-I SCALE:1 10'•P-0" DATE COMPUTER RUE NAME Received ®FI ®V JAN272014S - 1 L CCP11tICNT=1 CMIE-M MC 17M V.S CITY OF ARLINGTON s� 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:7705 204th Street NE Permit#:280 Parcel#:00847300000400 Valuation:75000 00 OWNER APPLICANT CONTRACTOR Name: KEYTRUST CO NATL ASSOC Name:Carletti Architects Name:Cascadian Craftworks,LLC Address: WHEELER W TRUST 700 5TH AVE ,Address:]16 E Fir Street,bA Address: 18032 99th Ave SE 44700 City.State Zip:SEATTLE,WA 98101 City,State Zip:Mount Vernon,WA 98273 City,State Zip:Snohomish,WA 98296 Phone:360-527-4466 Phone 360-424-0394 Phone:425-224-2474 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name Nante: Address: Address: City,State,Zip City,State,Zip Phone: Phone: LIC#: EXP: LAC#: EXP: JOB DESCRIPTION PERMIT TYPE. Commercial Alteration CODE YEAR: 2012 STORIES: I CONST TYPE: DWELLING UNITS 0 OCC GROUP. BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY:NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE.OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18 27 THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR IIIS/IIER DEPUTY AND ALL FEES ARE. PAID IT IS UNLAWFUL TO USE,OR OCCUPY A BUILD[NG OR STRUCTURE UNTIL A FINAL INSPI{CTION HAS BEEN MADI:AND APPROVAL. OR A CERTIFICATE OF OCC IPANCY HAS BEEN GRANTED IBCI 10/[RCI 10. SALES TAX N( CE:Sales tax telaung to construction and construction materials in the City of Arlington must be reported on your sales tax return form udded,City of Arlington 43101 / - ?Signature Print Name ° Dater— Rcicosrd Ry h(uc CONDITIONS 1. Fire extinguisher in kitchen needs to be K-rated. 2. Install a Knox box. 3. Submit Fire Alarm Permit, 3 See redlined plans for additional requirements. 4. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES, ETC)WILL REQUIRE SEPARATE PERMISSION PERMIT FEES Date Description Fee Amount 5/1/2015 Building Permit Fee $1.073.83 5/1/2015 Building Plan Review Fee $897,99 5/1/2015 State Building Code Surcharge Fee $4.50 Total Due: S1,776.32 Total Payment: $1,776 32 Balance Due: CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon .4 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 0 PHONE; (360) 403-3551 BUILDING PERMIT Address: 7705 204th Street NE Permit#: 280 Parcel#: 00847300000400 Valuation:75000 00 OWNER APPLICANT CONTRACTOR Name: KEYTRUST CO NATL ASSOC Name:Carletti Architects Name:Cascadian Craftworks, LLC Address: WHEELER J W TRUST 700 5TH AVE Address:116 E Fir Street,#A Address: 18032 99th Ave SE #4700 City,State Zip: SEATTLE,WA 98101 City,State Zip:Mount Vernon,WA 98273 City, State Zip:Snohomish,WA 98296 Phone: 360-527-4466 Phone. 360-424-0394 Phone:425-224-2474 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2012 STORIES: I CONST. TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI 10/IRCI 10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By F ate CONDITIONS 1. Fire extinguisher in kitchen needs to be K-rated. 2. Install a Knox box. 3. Submit Fire Alarm Permit. 3. See redlined plans for additional requirements. 4. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED, THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES, ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 5/1/2015 Building Permit Fee $1,073.83 5/1/2015 Building Plan Review Fee $697.99 5/1/2015 State Building Code Surcharge Fee $4.50 Total Due: $1,776.32 Total Payment: $1,776.32 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 280 Permit Date: 01/27/14 Permit Type: COMMERCIAL ALTERATION Project Name: Kafe Neo Wood Stone Applicant Name: Carletti Architects Applicant Address: 116 E Fir Street, #A Applicant, City, State, Zip: Mount Vernon,WA 98273 Contact: Emmanuel Diaz Phone: 360-424-0394 Email: emmanuel@carlettiarchitects.com Scope of Work: Restaurant Remodel Valuation: 75000.00 Square Feet: 4756 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 04/14/2014 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00847300000400 7705 204TH ST NE KEYTRUST CO 360-527-4466 539 Other Retail NATL ASSOC Trade NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# Cascadian Craftworks, 18032 99th Ave CONSTRUCTION LLC Nicholas Francois 425-224-2474 CACSCACL870LK SE CONTRACTOR Northwest Construction Tony Miller 360-659-9600 PO box 273 CONSTRUCTION Labor& NWGENGC8700E Services CONTRACTOR Industries Carletti Architects Emmanuel Diaz 360-424-0394 116 E Fir Str�tt,, AIA PE Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 06/25/2014 C20.BUILDING Change of Use-T.I. z.Christopher Young Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 01/27/2014 COMMERCIALALTERATION OK to issue with redlines z.Christopher Young COMMERCIAL 1.Fire extinguisher in kitchen needs to be K-rated. 01/27/2014 ALTERATION 2.Install a Knox box. z.Tom Cooper 3.Submit fire sprinkler and fire alarm plans 01/31/2014 COMMERCIAL See Notes/Conditions(KW) PW-ADMIN-GIS ALTERATION Fees Fee Description Notes Amount Building Permit Table 4-1 $1,073.83 State Surcharge- 1st DU Residential- 1st Unit $4.50 Building Plan Review Table 4-2 $697.99 Total $1,776.32 Attached Letters Date Letter Description 03/31/2014 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 04/14/2014 Anthony Miller 49920773 cc $1,776.32 Outstanding Balance $0.00 Notes Date Note Created By: 05/01/2015 Cascadian Craftworks became the new contractor on 4/30/2015.The contractor was added to Amy Rusko the permit and a new permit was printed and signed.AR 02/07/2014 Plan available in the Permit Center Launa Black 01/27/2014 This is the prior Blockbuster location. Launa Black Uploaded Files Date File Name 03/10/2016 1512103-Kafe Neo Health District Letter.pdf 04/14/2014 Signed Permit(2).pdf 03/31/2014 3-31 Sew-Wat-Tablas.pdf 03/31/2014 3-31 Sew-Wat-Tablas 2.pdf 03/31/2014 3-31 Sew-Wat-Tablas 3.pdf 01/31/2014 Floor Plan(1),pdf CITY OF ARLINGTON CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SEC. 110 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 7705 2041h Street NE, Suite #101 Building Permit Number 280 Name&Address of Owner Sprinkler System Number of Stories KEYTRUST CO NATL ASSOC Yes 1 WHEELER J W TRUST Type of Construction/Occupant Load Use 700 5TH AVE #4700 V-B 190 Restaurant SEATTLE, WA 98101 THE Structure HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP A-2 OCCUPANCY ISSUED March 28, 2018 BY I DIRECTOR SNOHOMISH HEALTH DISTRICT WWW.SNOHD.ORG Environmental Health Division March 4, 2016 Sofeea Huffman 22007 Makah Rd - Woodway, WA 98020 Subject: Proposed, Kafe Neo Woodstone Taverna, 7705 204th St NE, Arlington Dear Ms. Huffman: Your plans have been reviewed with the Rules and Regulations of the State Board of Health, and with i the policies of the Snohomish Health District. With the addition of the following conditions, the plans are approved. 1. The conditional approval of the plans for Kafe Neo Woodstone Taverna was based upon the plans, menu, and HACCP submitted December 29, 2015. Any changes to these items without preapproval from the Health District will void this approval. 2. The Health District operating permit application process must be completed prior to opening for business. This facility will be classified as a high risk food establishment with 151-250 seats with a catering endorsement. 3. You have indicated that you would like to use reduced oxygen packaging of foods, as well as cook foods using sous vide method. These practices are not allowed without submittal of a proper HACCP plan as specified in the Washington State Retail Food Code Chapter 246-215 section 63540, and Snohomish Health District approval. A variance may also be required. 4. An indirect waste drain (an air gap) is required for the food preparation sinks, three-compartment sinks, mechanical dishwasher, ice machine, pop dispenser, steam table, walk-in refrigeration, and any equipment in which food or food contact equipment is placed. 5. A reduced pressure backflow prevention device is required at the end of the copper water pipe serving the pop dispensing system prior to the carbonation device. No copper or brass pipe/fittings or other potentially corrodible material is allowed after the reduced pressure backflow prevention device. 6. A horizontal separation of at least 16 inches or a pony wall, from the floor to at least 16 inches above the sink basin, is required between the raw meat/poultry/seafood preparation sink and ready to eat food preparation and storage areas. 7. A horizontal separation of at least 16 inches or a vertical partition 16 inches in height is required between handwash sinks and all areas of food preparation, food storage, or utensil storage. 8. If splashguards (equipment, partitions and/or walls) are provided on both sides of a handwash sink, the distance between the splashguards must be at least 18 inches apart (shoulder width) to allow proper access to the handwash sink. 9. Water heaters must be of sufficient size to completely fill two compartments of the 3-compartment sink with hot water and still be capable of providing at least 100°F water at the handwash sinks. 10. Hot water must be available to all handwash sinks within 15 seconds. The hot water for the facility must not be used, at any plumbing fixture. for a minimum of 6 hours prior to the preoperational inspection. This is required so that proper testing of the 15-second time requirement for hot water availability can be completed. 3020 Rucker Avenue, Suite 104 0 Everett, WA 98201-3900 ■ tel: 425.339.5250 0 fax: 425.339.5254 11. All food service equipment, both new and used, must be listed by the National Sanitation Foundation (NSF) or equivalent for its intended use. Used and new refrigeration must be capable of holding food at temperature of 41 OF or below. 12. You have indicated that a chemical dispensing system will be installed at the mop sink. Please note that the use of screw-on type 'wye' adaptors at the mop sink faucet for use with chemical dispensing systems is prohibited. Additionally, chemical dispensers cannot be connected to the mop sink faucet. The chemical dispenser must have a separate water connection. A 'sidekick' adaptor at the mop sink faucet is acceptable. 13. Extra wall protection is required on walls behind all sinks, including restroom handwash sinks, and food preparation counters and tables. A 16-inch high backsplash of plastic laminate, fiberglass- reinforced plastic or equal is acceptable. A backsplash higher than 16 inches is required on the wall behind counter top equipment taller than 16 inches. Floor to ceiling protection is required on the wall behind dishwashers. Wall protection behind mop sinks must cover the entire splash zone. Plastic coated hardboard is not acceptable. 14. All floors in the kitchen, food preparation, food service, food storage, and dishwashing areas must be surfaced with a durable, nonabsorbent, easily cleanable material. Expansion joints, seams, saw cuts and the like in concrete floors in all areas, including customer seating areas, must be filled and sealed so as to provide a smooth and cleanable surface. 15. The ceiling above the food preparation areas must be non-perforated, nonabsorbent, smooth and easily cleanable. 16. Cabinet shelving must be nonabsorbent, smooth and easily cleanable. (Self stick vinyl or other type surfaces are not acceptable) 17. All light fixtures in food preparation and storage areas must be provided with covers and shatterproof bulbs. Hot hold unit heat lamps must be provided with shatterproof bulbs. 18. Plumbing must meet state and local codes. 19. The ventilation system shall be installed and operated to meet applicable building, mechanical, and fire codes 20. No food storage or preparation is allowed in the establishment prior to the preoperational inspection. No food storage or preparation is allowed in the establishment until after approval to open is granted by the Health District. A preoperational inspection is required prior to operating permit issuance and approval to open for business. At the time of inspection the construction of the food service establishment must be complete and all equipment must be in place and in proper operating condition. Incomplete construction or equipment operation will result in a $168.00 re-inspection fee. Contact the Food Program office a minimum of one week in advance to schedule an appointment for the preoperational inspection. The preoperational inspection will ensure compliance with the Rules and Regulations of the State Board of Health for Food Service Sanitation. Changes or additions to the approved plans or equipment require pre-approval from the Snohomish Health District prior to implementation of the changes. Please contact me if you have any questions. My office number is 425.339.8768 and my email address is zchristopher(cDsnohd.orq. Sincerely, Zach Christopher, RS Environmental Health Specialist Food Establishment Plan Review ZC/sm Enclosure: Annual Food Establishment Permit Application, Fee Schedule cc: City of Arlington Building Department " CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE: (360)403-3551 SIDE SEWER/WATER METER Address: 7705 204th Street NE Permit#: 221 Plat Name: Lot#: Parcel#: 00847300000400 OWNER APPLICANT Name: KEYTRUST CO NATL ASSOC Name:Northwest Construction Services Address: WHEELER J W TRUST 700 5TH AVE#4700 Address: P.O. Box 273 City, State Zip: SEATTLE, WA 98101 City, State Zip: Marysville, WA 98270 Phone: 360-527-4466 Phone: 360-659-9600 JOB DESCRIPTION Water and Sewer Connection for Tablas Restaurant CONDITIONS Must follow all City of Arlington, Public Works Construction Standards and Specifications. Monthly water/sewer billing begins at the time of installation. Water Meter Installation-Call 48 hours in advance 360-403-3526. Meter Tail Piece Inspection -Call 48 hours in advance 360-403-3526. Side Sewer Inspection-Call 24 hours in advance 360-403-3508. PERMIT APPROVAL I agree to pay in advance and in accordance with existing ordinances and regulations of the city,the below charges,the exact charges will be determined and payable immediately upon completion of installation. I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the city,or any such ordinances and regulations passed hereafter. I hereby authorize any tenants,to have all accounts for water kept in his/her name with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the city will use all reasonable effort to maintain uninterrupted service,but reserves the right to shut off the water at any time without notice for repairs,extensions,non-payment or rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. The sewer superintendent may require the permitee to furnish plans pertaining to the application and issuance of permit. Reference; Chapter 13.08, Arlington Municipal Code for rules and regulations governing side sewers and connections to the public sewer system. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coed C'y of Arlington#3101. Ownert,kuthorized A Date PERMIT FEES Date Name Description Fee Amount 4/18/2014 Sewer Connection Fee 379.00.04.06 $25,200.00 4/18/2014 Water Connection Fee 379.00.04.05 $12,900.00 Total Due: $38,100.00 Total Payment: $0.00 Balance Due: $38,100.00 D dW cncn 'W-o W cp "N <�o �oN ° 3N CNW 5N oO WJ N C aN f0 m Dn - 00T. n Dm Axm z o � J�o ' � y7Z °Oao mDZG� X ID O Fo CD waN D -00@ CM 0)0o -cnI0 mo3maR C 3N � O N N W J F O C m 3 apnzoa mJ mNQ � ,m a5 ox 0 C 3 m D QD 3 C3 U) aD CD Zo Z �W W C,)7W < °' L _y 0 N �O nNN 0Z 00 (D 1O M O ADz 0-0 . a N fO 3 ° n W o- Iv N o W 11 p �. C or W W° Jp p m W W O N.3 a N O N m N ID CDO=ti (7°i m O <Jp WOWN 0 N N O N fan `7 O AN. . ° �� ED .;0 S_ s )-1 J o (j O-c N-o Z °- II �. W e —CO S O D T3.CL> a °' » oFA `fix F. _ oWD :�� °-� ° � � -3(D ORD m c0 °m 3a0 oo .,ono•c �p 0 CD Cr 0 CW N o N a a�nJNN (D `S Sd O @ ° O CD = (D . O<O�W3 Jd WW N 03 C08 ° _� Worn Jm 30 oc mNo o o m cD00 .ogm wa � m m3ocCD J Nw m ja ax 0 3 � o _. 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OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:7705 204th Street NE Permit#:280 Parcel#:00847300000400 Valuation:75000.00 OWNER APPLICANT CONTRACTOR Name:KEYTRUST CO NATL ASSOC Name:Carletti Architects Name:Northwest Construction Services Address:WHEELER J W TRUST 700 5TH AVE Address:116 E Fir Street,#A Address:PO box 273 #4700 City,State Zip:SEATTLE,WA 98101 City,State Zip: Mount Vernon,WA 98273 City,State Zip:Marysville,WA 98270 Phone:360-527-4466 Phone:360-424-0394 Phone:360-659-9600 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2012 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: 1 PERMIT APPROVAL i AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1 10/IRCI 10. SALES TAX NOTICE:Sales t to construction and construction materials in the City mbton must be reported on your sales tax return form and coded City of in f I. n //� / Signature Print me l t/ Date Released 11 Dat CONDITIONS 1. Fire extinguisher in kitchen needs to be K-rated. 2. Install a Knox box. 3. Submit Fire Alarm Permit. 3. See redlined plans for additional requirements. 4. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. q PERMIT FEES Date Description Fee Amount 4/8/2014 Building Permit Fee $1,073.83 4/8/2014 Building Plan Review Fee $697.99 4/8/2014 State Building Code Surcharge Fee $4.50 Total Due: $1,776.32 Total Payment: $0.00 Balance Due: $1,776.32 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon