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Plans BUP2014- 00065 & MEC2014- 00138 DECEIVED MAR 2 5 2014 CITY OF TIGARD BUILDING DIVISION CITY OF TIGARD ji MEWED FOR CODE COMPLIANCE Approved, t OTC: sin" [�• Permit#j� /4J� I I(/� Addtesgt G ` I 'Suitt,`#i n Dato ak 1- CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE IJrn— Approved [kl OTC. [ 1 1OWIT IOJNiy,s ' Permits: MEGZaI �(� 1 Address: � C CSU Si— �� 19s3 1�„7 R E ATIEST�S Suite#: g�, DatsS c Q Y 7,tRM��'Y� 01 0 "MET S,JifNDWI Approved pians Iw� VV r shall be on iob site. 210 DESIGN Vohid Oft JIMMY TENANT IMPROVEMENT JOHN'S 11681 SW PACIFIC HWY #1773 TIGARD, OR 97223 11681 SW PACIFIC HWY TIGARD, OR 97223 DRAWING ANALYSIS PROJECT INDEX DATA JURISDICTION :.ARCHITECTURAL PROJECT ADDRESS: 11681 SW PACIFIC HWY CITY OF TIGARD T-101 TITLE SHEET TIGARD,OR 97223 PERMIT CENTER BUILDING T-102 GENERAL NOTES 13125 SW HALL BLVD. SP-101 SPECIFICATIONS ARCHITECT: - STANTEC ARCHITECTURE INC TIGARD,OR 97223 A-001 DEMOLITION PLAN PROJECT CONTACT: KAREN WALLACE Stantec WASHINGTON COUNTY HEALTH DEPARTMENT - A-101 FLOOR PLAN 1932 FIRST AVENUE SUITE 307 155N FIRST AVENUE - - A-702 REFLECTED CEILING SEATTLE,WA 98101 SUITE: 160 A-'03 FINISH PLAN PHONE: 206.770.7779 Stantec Architecture Inc HILLS80R0,OR 97124-3072 - A-103.1 PLATFORM DETAILS FAX: 206.770.5941 PHONE:(503)846-4402 - A-104 FIXTURE PLAN AND SCHEDULE EMAIL:KAREN.WALLACEOSTANTEC.COM 1932 First Avenue A-501 ENLARGED RESTROOM PLAN Suite 307. A-502 DNING ROOM INTERIOR ELEVAITONS FRANCHISE OWNER: JIMMY JOHN'S FRANCHISE,LLC. Seattle,.WA 98101 A-503 KITCHEN INTERIOR ELEVATIONS 2212 FOX DR. A-801 DETAILS - CHAMPAIGN,IL 61820 Tel. 206.770.7779 CABINETRY FOR INFORMATION ONLY) FRANCHISEE Fox. 206.770.5941 I-101 CABINETRY DRAWINGS (STORE OWNER): SCOTT PAJOR www.stantec.com I-102 CAB NETRY DRAWINGS PAJOR VENTURES,INC REFERENCE CODES - 18033 NW EVERGREEN PARKWAY,SUITE D Copyright Reserved 2012 INTERNATIONAL BUILDING CODE MECHANICAL,EIECTRICAL 4NO PLUMBING BEAVERTON,OR 97006 The Contractor shall verify 2012 NTERNATIONAL ENERGY CONSERVATION CODE M101 GENERAL NOIES&SCHEDULES and be responsible for all 2012 INTERNATIONAL MECHANICAL CODE M201 FLOOR PLAN MEP ENGINEER: JON ROBISON dimensions. 00 NOT 2012 INTERNATIONAL PLUMBING CODE M301 MECHANICAL DETAILS&COMPLIANCE ROBISON ENGINEERING scale the drawing - any 2012 NATIONAL ENERGY CODE PI01 GENERAL NOTES&SCHEDULES 20300 19TH AVE NE errors or omissions shall 2003 ICC/ANSI A117.1 P201 FLOOR PLAN SHORELINE,WA 98155 be reported to Stantec P301 DETAILS&DIAGRAMS PHONE: 206.364.3343 without delay. The E701 POWER PLAN FAX: 206.364.3363 Copyrights to all designs USE GROUP E102 POWER PLAN and drawings are the B E201 LIGHTING PLAN property of Stantec. '202 LIGHTING PLAN Reproduction or use for TYPE OF CONSTRUCTION E301 SPECIFICATIONS PLAN any purpose other than VB NON RATED MEP) MECH/ELEC/PLUMB SPECIFICATIONS that authorized by Stantec I MECH/ELEC/PLUMB SPECIFICATIONS is forbidden. MEP3 ALT DUO-PAK LAYOUT COM1 COMMUNICATIONS&DATA PLAN ACCESSIBILITY ',R rC •��i�D'�� +� � THESE PLANS CONFORM WITH"THE AMERICANS WITH DISABILITIES ACT"AND THE INTERNATIONAL BUILDING CODE CHAPTER 1L VENDOR I N 1rC 0 BID D I N.1 0 .,,� GARY M. ?� 0 SEMLING C#5972 FLOM AREA - - ALL BID COORDNATION IS THROUGH THE FRANCHISEE(STORE OWNER) SEATING 424 S.F. AND THE FRANCHISE OWNER. RA L A COMMERCIAL KITCHEN AREA '328 S.F. - _- - CONTACT THE STORE OWNER FOR BID SETS AND INFORMATION.THE ARCHITECT STORAGE AREA 178 S.F. CAMPBELLSVILLE INDUSTRIES,INC.(PAHO RAILING) IS NOT ALLOWED AND IS NOT CONTRACTED,TO DISTRIBUTE BID SETS OR INFORMATION O. MISC 100 S.F. DAVID ENGLAND E P. JUN:3 O OI4 RESTROOMS 90 .F. TOTAL GROSS AREA: 1,120 S.F. 440 TAYLOR BLVD./P.O.BOX 278(42719) CAMP6ELLSULLE, PH. 270-0-46565-8135 MILESTONE/REVISIONS - 81 FAX.- 270-465-6839 - - ,2014.01.21 JJ REVIEW SET " E-MAIL STEEPLC@CVILLEINDUSTRIES.COM .. OCCUPANT LOAD(PER TABLE 1004.1.21 2014.02.03 REVISION#1 SEATING BENCHES AND CHAIRS=28 OCC. Q2 2014.02.12 REVISION#2 COMMERCIAL KITCHEN AREA 328 SF./200 S.F.PER OCC.=2 OCC.STORArC VICINITY / / T Y /� P TOTALS AREA 178 S.F./300 S.F.PER OCC.=31 OCC SCOPE 0 1 - V I ( � I N I 1 I M A I ®2014.02.25 REVISION{4 "Ol 4.02.19 REVISION#3 RESTROOMS 90 S.F./O S.F.PER OCC.(NOT NORMALLY OCC)=0 OCC. l`.J. WORK 02014.03.04 REVISION A5 SITE 02014.03.12 PERMIT SUBMITTAL MEANS OF EGRESS - FINISH OUT INTERIOR FOR NEW RESTAURANT(ARCHITECTURAL, NUMBER OF EXITS REQUIRED: 1 MECHANICAL,ELECTRICAL AND PLUMBING).. NUMBER OF EXITS PROVIDED: • w TRAVEL DISTANCE TO EXIT LIMITS: 200 Fr. DEFERRED SUBMITTALS(NOT IN SCOPE OF WORK): MAXIMUM TRAVEL DISTANCE: 47 FT.0 IN. 1.FIRE SPRINKLER(IF APPLICABLE) - _N.#' '�• " SIR.BY: Wi DOOR WIDTH REQUIREMENT: 31 OCCUPANTS X.2"PER OCCUPANT-6.2' 2.FIRE ALARM(IF REQUIR-D BY TENANT) M °" DOOR WIDTH PROVIDED. 3-0'DOOR-36" STAIR WIDTH REQUIREMENT 44" AM' JJ STAIR WIDTH PROVIDED: NO STARS ARE PROVIDED AS PART OF THIS PROJECT DEAD END CORRIDOR LIMITS: 20'OR 2 1/2 X MINIMUM CORRIDOR WIDTH,WHICHEVER 1S GREATER to W STANTEC 2007853063 MAXIMUM DEAD END CORRIDOR: NO CORRIDORS ARE PROVIDED AS PART OF THIS PROJECT CORRIDOR WDIH REQUIREMENT: 44' 4a CORRIDOR WIDTH PROVIDED: NO CORRIDORS ARE PROVIDED AS PART OF THIS PROJECT COVER SHEET r MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES PER TABLE 2902.1 T- 101 WATER CLOSET(MALE/FEMALE): 1/1 LAVATORIES(MALE/FEMALE): _ 1/1 ,pt, .;. `. DRAWING TITLE DETAIL MARK -------, n DETAIL SCALE +'+«++ 20060316 \ � ROOM NAME& ROOM SECTION DETAIL NUMBER MARK 1 NAME A-101 0 KEYNOTE WALL SECTION MARK 1 fi## A-101 ELEVATION MARK - GRID CALLOUT O 00 � DOOR CALLOUT PLAN NORTH O � � NNDOW CALLOUT 1OWIT 10j1'1ysa. �1 1 s:� roxs °°+Oaarn ixvw�asc► WALL TYPE TRUE NORTH CALLOUT ❑� EAQUI IPM04T J I M M Y LOUT 0 JOHN'S #1773 FINISH EGRESS PATH O �,,,, „ , V181 SW PACIFIC Hyyy GllLWT FIN " 11GARD, OR 97223 DECOR CALLOUT EC n SYMBOL LEGEND NOTE JJS028 20060316 Stantec Stantec Architecture Inc 1932 First Avenue. DIAMETER FON. FOUNDATION D.C. OVERALL W. WEST DRAWINGS GENERAL REQUIREMENTS GENERAL REQUIREMENTS (CONT.) Suite 307 ® AT F.D. FLOOR DRAIN O.C. ON CENTER W. W T 1. CONDITIONS OF USE.THESE DRAWINGS HAVE BEEN PREPARE SOLELY FOR USE IN THE CONSTRUCTION OF A PROPOSED 1, FIRE SUPPRESSION SYSTEM IF REWIRED SHALL BE BIDDER DESIGN UILD.THE CONTRAC-OR SHALL BE RESPONSIBLE FOR 23. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS CENTERLINE F.F. FINISH FLOOR O.D. OVERFLOW DRAIN W.C. WATER CLOSET PROJECT LOCATE AS NOTED IN THE TITLE BLOCK.THESE DRAWNGS SHALL NOT BE USED IN WHOLE OR IN PART,FOR OBTAINING THE CORRESPONDING PERMITSFORWORK.THE PROPOSED SYSTEM DESIGN AND METHOD OF OPERATION FOR ALL AND WILL VERIFY EXISTING SITE AND BUILDING CONDITIONS PRIOR TO SUBMITTING A BID, ALL SUBCONTRACTORS WILL PROVIDE Seattle, WA 98101 ( POUND OR NUMBER AN. FINISH OPG. OPENING WD. WOOD FABRICATION OR CONSTRUCTION AT ANY OTHER LOCATION WHITEOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. ROWS SHALL BE RENEWED AND APPROVED BY THE OWNER PRIOR TO THE START ON ANY WORK. ALL LABOR,SUPERVISION,AND MATERIALS AND EVERYTHING OF EVERY SORT WHICH MAY BE NECESSARY FOR A SUCCESSFUL Tel. 206.770.7779 (E) EXISTING FlXT. FIXTURE DPP. OPPOSITE W.H. WATER HEATER A.R. FLOORW/O. WTHOUT 2. DO NOT SCALE,DRAWINGS,DIMENSIONS GOVERN.THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY AND ALL 2, CONTRACTOR SHALL VERIFY ALL'BUILDING STANDARDS'WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK UNLESS COMPLETION OF THIS PROJECT TO OBTAIN A FINAL OCCUPANCY PERMIT.ALL WORK TO BE PERFORMED IN A GOOD AND Fox. 206.770:5941 A.B. ANCHOR BOLT F.L. FLOW UNE PARI'N. PARTITION W.P.J. WEAKENED PLANE JOINT DISCREPANCIES. OTHERWISE NOTED.HOWEVER,THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT.DOCUMENTS WITHOUT THE WORKMANLIKE MANNER AS DESCRIBE HEREIN BY THESE CONSTRUCTION DOCUMENTS ACCORDING TO THE TRUE INTENT AND www.stontec.com ABN ABOVE FLUOR. FLUORESCENT P.L. PROPERTY LINE W.R. WATER RESISTANT 2. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO CENTERLINE OF EXISTING COLUMNS ON FINISH FACE OF EX ST NG WALL ARCHITECTS WRITTEN APPROVAL THEREOF.THE CONTRACTOR AGREES TO DEFEND,INDEMNIFY,AND HOE THE ARCHITECT MEANING OF THE DRAWINGS AND SPECIFICATIONS WHETHER THE SAME MAY OR MAY NOT BE PARTICULARLY.INFERRED F.H. ARE HYDRANT PIAS. PLASTER W.W.F. WELDED WRE FABRIC UNLESS NOTE OTHERWISE HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES THEREFROM ALL WORK INDICATED OR DESCRIBED IN THE DRAWINGS OR SPECIFICATIONS.NLL BE CONFERRED BY THE CONTRACT A/C. AIR CONDITIONING 3. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS,DIMENSIONS,ETC.AND SHALL NOTIFY THE ARCHITECT OF ANY AND ALL Copyright Reserved A.C. ASPHALTIC CONCRETE F.O.F. FACE OF FINISH PLDG PLUMBING 3. PRIOR TO THE START Of CONSTRUCTION,IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN A TO THE EXTENT AS IF DESCRIBE IN 80TH. A.D. AREA DRAIN F.O.M. FACE OF MASONRY PLYWD. PLYWOOD DISCREPANCIES AS SOON AS DISCOVERED PRIOR TO PROCEEDING NTH THE WORK. SHOULD A CONFLICT OF INFORMATION EXIST DEMOLITION PERMIT FOR ANY REQUIRE DEMOLITION WORK FROM THE LOCAL JURISDICTION AND TO COMPLY WITH THE FEDERAL 24• SUBCONTRACTORS,BEFORE STARTING THEIR WORK;WILL CHECK AND VERIFY THEIR PARTICULAR CODE RELATED REQUIREMENTS The Contractor shall verify F.O.S FACE OF STUD P.O.C. PONT OF CONNECTON IN THE CONSTRUCTION DOCUMENTS,THE CONTRACTOR SHALL STOP WORT(IN THE AFFECTED AREA AND CONTACT THE ARCHITECT REQUIREMENT OF ASBESTOS ABATEMENT.ASBESTOS SURVEY IS REQUIRED BEFORE RENOVATION OR DEMOLITION. FOR COMPLIANCE ALONG WITH MEASUREMENTS,SURFACE LEVELS,SURFACE CONDITIONS AND RELATED PRODUCT,INSTALLATIONS and be responsible for all A/V AUDIO/VISUAL AF FLOOR SINK POLP. POLYPROPYLENE IMMEDIATELY. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING,CUTTING AND/OR INSTALLING MATERIAL,PRODUCT O2 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN.HEREON OR NOT NEAR AND ABOUT THEIR WORK. EACH TRADE WILL VERIFY IF CONTRACT CONDITIONS WITH THE OWNER OR THE ON-SITE dimensions. DO NOT AFFF.F. ACOUSTICAL ABOVE FINISH FLOOR F.S.R ARE SPRINKLER RISER PR. PAIR EQUIPMENT. AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL EXPENSE OR REPAIR ON REPLACEMENT OF UTILITIES CONSTRUCTION MANAGER AS TO IF THEY ARE OR NOT OF THE SAME,AS PER THESE CONSTRUCTION DOCUMENTS. IT NLL scale the drewin BE 9 - any ALUM.. ALUMINUM Fi. FOOT ET P.T. PRESSURE TREATED 4. ELECTRICAL ROUGH-IN AND PLUMBING ROUGH-IN ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR.EXACT LOCATIONS OF OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. CONCLUDED THAT EACH BIDDER UNDERSTANDS AND KNOWS EXACTLY WHAT WILL BE REWIRE OF HIM AND WILL PERFORM errors or omissions shall APPROX. APPROXIMATE FTG. FOOTING Q.T. QUARRY TILE SHOULD BE VERIFIED. 5. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN.ALL CONSTRUCTION SETS THESE REQUIREMENTS WITHOUT RECOURSE TO THE FULL AND UNCONDITIONAL SATISFACTION OF THE OWNER. THERE ARE NO be reported to Stontec FURR FURRING 5. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTE FOR ANY PART OF THE WORK,THE DETAILS SHALL BE THE SAME SHALL REFLECT THE SAME INFORMATION AS WE1 AS ALL REVISIONS,ADDENDA,AND CHANGE ORDERS. THE CONTRACTOR ALTERNATE BIDS ON THIS PROJECT.NO ADDITIONAL COMPENSATION NLL BE CONSIDERED AFTER LETTING OF THIS BID UNLESS without delay, The ARCH. ARCHITECTURAL Copyrights to all designs A.S.R. AUTOMATIC SPRINKLER SYSTEM TUT. FUTURE R. RISER AS FOR OTHER SIMILAR WORK. SHALL ALSO MAINTAIN IN GOOD CONDITION,ONE COMPLETE SET OF PLANS NTH ALL TENSIONS,ADDENDA,AND CHANGE CHANGES ARE DIRECTED BY THE OWNER IN WRITING H1H COST ALREADY NEGOTIATE FOR THAT ADDS WORK AFTER THE and drawings are the RAD. RADIUS 6. REPETITIVE FEATURES ARE DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROWDE AS IF DRAWN IN FULL ORDERS,ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. LETTING OF THE BID. property of Stantec. BD. BOARD GA. GAUGE R.D. ROOF DRAIN 7. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR,IT IS INTENDED THAT SUCH SHALL APPLY TO AS 6. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN 25. SITE SAFEY. EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED OSHA STANDARDS FOR THE Reproduction or use for BLDG. BUILDING GALLA GALVANIZED RDWD. REDWOOD MANY SUCH DEVICES,ITEMS OR PARTS AS ARE REWIRED TO PROPERLY COMPLETE THE WORK. THE PLANS AND SPECIFICATIONS PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD any purpose other than BUK. BLOCK G.C. GENERAL CONTRACTOR RE: REFERENCE B. ALL ITEMS MARKED'N.I.C.'ARE NOT PART OF THIS CONTRACT. 7. ALL WORK SHALL BE COMPLETE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN HARMLESS BY THE OWNER,GENERAL CONTRACTOR AND RELATE AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR that authorized by Stantec BLKG. BLOCKING G.I. GALVANIZED IRON REFI. REFRIGERATOR 9. CONTRACTOR IS RESPONSIBLE FOR FORWARDING A COMPLETE SET OF ALL BUILDING,PLANNING,ETC.COMMENTS TO ARCHITECT DIRECTIONS IF CONFLICTS EXIST,CONTACT THE CONSTRUCTION MANAGER FOR CLARIFICATIONS. INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUAL/POST CONSTRUCTION PHASES OF THIS PROJECT. is forbidden. BM. BEAM G.L.B. GW-LAM BEAM REINF, REINFORCE WITHIN 24 HOURS OF RECO.MNG SAME 8. CONTRACTOR SHALL VERIFY ALL ROUGH-IN AND OTHER DIMENSIONS FOR EQUIPMENT FURNISHED BY HIMSELF OR BY OTHERS. 26. LENS: ALL SUBCONTRACTORS AND THE GENERAL CONTRACTOR WILL DELIVER TO THE OWNER A COMPLETE RELEASE OF ALL B.O. BOTTOM OF GL GLASS REQ'D. REWIRED 9. CONTRACTOR TO PROTECT EXISTING CONSTRUCTION PATCH AND REPAIR ALL EXISTING SURFACES AS REQUIRE BY DEMOLITION ITEMS ARISING OUT OF THIS CONTRACT AND/OR RECEIPTS IN FULL IN LIEU THERE OF TOWARDS THEIR PARTIAL OR FINAL BOT. BOTTOM GND. GROUND RESIL RESILIENT FIRE AND UFE SAFETY AND NEW CONSTRUCTION TO RECEIVE NEW SCHEDULE FINISHES.ALLSURFACES ARE TO HAVE'UKE-NEW'APPEARANCE. PAYMENT FOR WORK IN PLACE FOR THE OWNER. BTWN. BETWEEN GR: GRADE RM.. ROOM L FLAMMABLE LIQUIDS SHALL NOT BE PLACE,STORE,OR DISPENSE N THIS OCCl1PANCY EXCEPT AS PROVIDED IN"N.F.P.A 10. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND.ALL AREAS SHALL BE:LEFT IN A CLEAN(BROOM)CONDITION AT ALL 27• GENERAL CONTRACTOR TO PAY FOR ALL SCAVENGER SERVICES,AND WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS GYP. GYPSUM R.H.B. RECESSED HOSE BIBS TIMES. ACCUMULATED BY EACH TRADE. HOWEVER,EACH TRADE'WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES,ALONG WITH R.O.- ROUGH OPENING - STANDARD 30 AND THE CURRENT INTERNATIONAL FIRE CODE PERMIT MAY BE REWIRED. - - - - p BROOM FINISH AT THE END OF EACH WORKING DAY.- - GARY IM CAN . FIRE EXTINGUISHERS.VERIFY LOCATION,TYPE,AND SIZE PER ARE MARSHAL REQUIREMENTS.CONTRACTOR TO PROVIDE ALL. 11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JON IS IN PROGRESS Co. CATCH BASIN H.B. HOSE BE R.O.W. RIGHT OF WAYANO UNTIL THE JOB IS COMPLETED. 28. IF CHANGES ARE MADE IN THE FIELD ON THIS PROJECT NA DIMENSIONS,MATERIALS,INSTALLATION DIFFERENT THAN INDUSTRY V SEMLING � TEMPORARY AND PERMANENT ARE EXTINGUISHERS REQUIRED UNDER N.F.P.A.10 MOST RECENT EDITION AND APPROVE BY THE C 1 COM. CEMENT H.C. HOLLOW CORE R.S. RE-SAWN 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL SHORING,BRACING,OR OTHER TEMPORARY STRUCTURAL TECHNIQUES AND STANDARDS,ETC.,'CONSTRUCTIONMANAGER'IS TO BE NOTIFIED 48 HOURS IN ADVANCE TO THESE CHANGES HDR. HEADER "; .FIRE MARSHAL.CONFIRM ACCEPTABILITY OF LOCATION WITH OWNERS REPRESENTATIVE PRIOR TO INSTALLATION.PROVIDE SUPPORTS AS MAY BE REQUIRED AND SHALL A THE OF ANY ENGINEERING THAT MAY BE REQUIRED. TO BE MADE BY SAID TRADE: IF NOT CE ISNOT GIVEN TO'THE C.M.,THEN THAT SUBCONTRACTOR IS TOTALLY RESPONSIBLE . LIC#5972*320144:, ., H CFR. CERAMIC SOUTH Q BEAR COSTS G T O HOW:" HARDWARE S FINISHED CABINETS TO MATCH RUINING STANDARD FOR AT All EXPOSE LOCATIONS FOR THE CONSEQUENCES AND EFFECTS EVOLVED FROM THESE'CHANGES, C.H.B.' `CONCEALED HOSE 8188 .. : . .13. ALL OPERATIONS CONDUCTED THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BWNDPRY.LINES.BY .. Rpp HT. HBGHT AN. SCALD AS.NOTE 3. , All DRAPES,HANGINGS,CURTAINS,DROPS,AND ALL OTHER DECORATIVE MATERIAL;INCLUDING CHRISTMAS TREES THAT WOULD 29.' CONSTRUCTION AN-UP:AFTER ALL OTHER WORK IS COMPLETED AND JUST PRIOR TO TURNING THE SPACE OVER TO THE C.I. CAST IRON S REASON OF NOISE,STEAM,ODOR,FUMES,GASES,.SMOKE,VIBRATION,HAZARD OR OTHER CAUSES IN ADDITION,THE U CLE HM. HOLLOW METAL S.A.T. SUSPENDED ACOUSTICAL TILE TEND DO INCREASE THE FIRE AND PANIC HAZARD SHALL BE MADE FROM NONFLAMMABLE MATERIAL,OR SHALL BE TREATED AND OWNER THE CONSTRUCTION M AGER WILL EMPLOY THE SERVICES OF A PROFESSIONAL CLEANING SERVICES TO CLEAN AND C J. CEILING JOIST CONTRACTOR SNAIL MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOSE,ODOR,CORRIDOR;FUMES,OR VIBRAT.ON.ALL MAR AGER MAINTAINS IN RETARDANT COND.TION BY MEANS OF AFLAME RETARDANT SOLUTION OR PROCESS APPROVED BY THE C.J. CONTROL JDIST NOR. HORIZONTAL SC.. SOLID CORE _' . COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF BUST,DEBRIS,AND CONSTRUCTION MATERIALS.AT ALL TIMES: WASH.DOWN ALL INSTALLED EQUIPMENT,SERVICE.AREAS,ALONG WITH THE CLEANING OF ALL GLASS WINDOW/DOOR SURFACES LOCAL FIRE MARSHAL PROVIDE A CERTIFICATION TO THIS EFFECT. •/� K CLG. CEILING H.P. HIGH POINT' SCHED. SCHEDULE COORDINATE CONSTRUCTOR SCHEDULE NTH RUINING MANAGEMENT OFFICE; - PRIOR TO OCCUPANCY.ALL WORK SHALL CONFORM TO THE APPLICABLE CODES FOR THIS MUNICIPAUTY. SEE'CODE RENEW HTG. HEATING SECT. SECTION A EXIT DOORS,EXIT LIGHTS,AND FRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALS OR OBSTRUCTED BY ANY 14, THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL PERFORM WORK THAT DOES NOT INTERFERE NTH NORMAL ON THIS SH "T. JU CLT,' CLEAR H . H SHL SHEET DECORATIVE MATERIAL' EE U. CONCRETE MASONRY UNIT DWD HARDWOOD OPERATING BUSINESS;HOURS OF THE STORE WORK THAT,WILLREQUIRE INTERRUPTIONS OF OPERATIONS SHALL BE PERFORMED 30. ALL WORK WILL BE COORDINATED WITH OTHER:TRADES IN ORDER.TO AVOID INTERFERENCE AND PRESERVE MAXIMUM HEADROOM C M. HVAC. HEATING VENTILATION AND AIR CONDITIONING SHTG. SHEATHING B. . MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER CHAPTER 8 OF THE 2009 I.B.C.ALL FOAM C 0 CLEANOUT WRING NON-BUSINESS N TION BAD ALL ANTICIPATE OVERTIME REQUIRED SHALL BE INCLUDED IN THE BASE BID. AND AVOID OMISSIONS: EACH CONTRACTOR WILL INCLUDE ALL MISCELLANEOUS ITEMS REWIRED BY CODE AND NEEDED TO MILESTONES BENISONS / SIM. SIMILAR PLASTICS SHALL COMPLY H1H THE REQUIREMENTS SPECIFIED IN THE PROVISIONS OF THE CODE GOVERNING THE 15. IF REQUIRED,A CONSTRUCTION BARRICADE SHALL BE INSTALLED BY THE CONTRACTOR,PAINTED;DETAILED AND ILLUMINATED AS COMPLETE THE WORK INCLUDING MOVING AND RIGGING OF MATERIALS AND EQUIPMENT, ALL THE HANGERS,SUPPORTS, C.O. CONDUIT ONLY PROJECT. 2014.Ot.21 JJ RENEW SET COL COLUMN IBC INIERNADONAL RUINING CODE S/LS: SUPPLY/INSTALLATION SCHEDULE REWIRED.NO SIGNS OTHER THAN:THOSE AUTHORIZED BY THE CONSTRUCTION MANAGER W1LL BE PERMITTED ON THIS ANCHORS,SUSPENSION MEANS,CONDUIT,CURE,FITTINGS,SLEEVES,ETC. 4. ALL CABLING AND WRING NOT.N CONDUITS OR FULL SURROUND CABLE,TRAYS SHALL HAVE A FLAME SPREAD RATING OF NOT CONE. CONCRETE D. INSIDE DIAMETER: SPEC., SPECIFICATION BARRICADE: . 31. ALL SUBCONTRACTORS WILL PROVIDE A CERTIFICATE OF INSURANCE TO THE OWNER PRIOR TO STARTING ANY WORK ON THIS I.E. INVERT ELEVATION SO. SQUARE LESS THAN 25 AND A SMOKE DEVELOPMENRATINGOFNOT LESS THAN 50. 16. THE CONTRACTOR SHALLTAKE ALL NECESSARY,PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT PROJECT. NOTE: CERTIFICATE OF INSURANCE CANNOT BE TERMINATED OR CANCE_ED WITHOUT IO.DAYS PRIOR WRITTEN NOTICE &1 2014.0203 REVISION CONN. CONNECTION IN. OUCH SSK. SERVICE SINKALL TIMES. TO THE OWNER. 5. ''MAINTAIN ALL EXIT PATHWAYS OUTING CONSTRUCTION. CONSTR. CONSTRUCTION 6. ALL MATERIALS USED WILL BE NEW AND BEAR OL LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A.STANDARDS. 2&2014.02.12 REVISION AL2 CONT. CONTINUOUS INSUL INSULATION SS. STAINLESS STEEL 17, JOB SITE SAFETY.THE ARCHITECT AND THEIR PROFESSIONAL CONSULTANTS HAVE NOT BEEN RETAINS OR COMPENSATE TO 32. NO SUBSTITUTIONS OF ANY KIND FOR MATERIALS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS IS ALLOWED.NO CONTR. CONTRACTOR', INT. INTERIOR SN. STANDARD PROVIDE DESIGN AND/OR CONSTRUCTION RENEW SERVICES RELATED TO THE CONTRACTOR'S SAFELY PRECAUTIONS OR TO 'EQUIVALENT' SUBSTITUITONS WILL BE MADE,UNLESS APPROVED IN WRITING BY THE ARCHITECT AND.APPROVED BY THE 3&2014.02.19 REVISION#3 CTSK. COUNTERSUNK ACCESSIBILITY MEANS,METHODS,,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK,OR FOR THE ACTS OWNER,DUE TO THE LACK OF AVAILABIUTY OF ORIGINAL JT. JOINT STOR. STORAGE C.Y. CUBIC YARD 1. THE CONTRACTOR SHALL INSTALL ALL NEW CONSTRUCTION,AS WELL AS ITEMS WHICH ARE REMOVED AND REPLACED TO OR OMISSIONS OF THE CONTRACTOR,SUBCONTRACTOR,OR ANY OTHER PERSONS PERFORMING ANY O THE WORK ON THIS SITE, 33._ RESPONSIBILITY OF CONTRACTOR: EACH CONTRACTOR IS RESPONSIBLE FOR AND MUST GUARANTEE IN WRITING FIRST CLASS ®2014.02:25 REVISION NN STRUCT. STRUCTURAL CONFORM TO THE REQUIREMENTS OF THE AMERICAN'S WITH DISABILITIES ACT AND THE CURRENT CODE OF THE LOCAL NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN'ACCORDANCE WITH THE INTENT OF THE CONTRACT,AND WORKMANSHIP AND MATERIALS. EACH CONTRACTOR WILL ASSUME ALL RESPONSIBILITY FOR THE CARE AND PROTECTION OF HIS K.D. KNOCK DOWN S.O.LC. SUPPLIED BY OWNER,INSTALLED BY CONTRACTOR OR CONSTRUCTION DOCUMENTS,THE UNDERTAKING OF PERIODIC STE VISITS BY THE ARCHITECT ENGINEER SHALL NOT BE OWN WORK AND MATERIALS FROM DAMAGE AND WILL PROTECT THIS SAME PROPERTY. HE WILL MAKE GOOD ANY DAMAGE TO 5&2014.03.04 REVISION}5 DBL. DOUBLE JURISDICTION. ARCHITECT/ ENGINEER DEPARTMENT S.O.V. SHUT OFF VALVE 2 FURNITURE AND EQUIPMENT SHALL BE PLACED IN SUCH A MANNER THAT ALL CONTROLS AND DIPENSERS ARE LOCATED LWTHIN CONSTRUE AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE HIS OWN OR OTHER WORK CAUSED BY HIMSELF OR WORKMEN EMPLOYED BY HIM. LAM. LAMINATE SYN. SYMMETRICAL &2014.03.12 PERMIT SUBMITTAL DET. DETAIL LAV. LAVATOR THE REACH RANGES SPECIFIED BY THE AMERICAN'S NTH DISABILITIES ACT AND THE CURRENT CODE OF THE LOCAL PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS,SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS, 34. CONTRACTOR SHALL RENEW BOOKFORM SPECIFICATIONS WHICH ARE A PART OF THESE CONTRACT DOCUMENTS, D/F. DOUGLAS FIR JURISDICTION. USE,WORK,TRAVEL OR OCCUPANCY BY ANY PERSON. 35. ALL SUBCONTRACTORS ARE REQUIRED TO BE UCENSED NTH THE CITY BUILDING DEPARTMENT. & D.F. DRINKING FOUNTAIN L LIGHT L READ 18. UPON COMPLETION OF CONSTRUCTION,CLEAN ALL SURFACES INCLUDING INTERIOR SIDE.OF ALL EXTERIOR PERIMETER GLAZING. & DIA DIAMETER T.B. TOP OF BEAM 7 p 19. CONTRACTOR WILL APPOINT ONE SPECIFIC INDIVIDUAL FOR LIAISON NTH THE OWNER REPRESENTATIVE AND ARCHITECT. HAZARDOUS MATERIALS DIM. DIMENSION MAX. MAXIMUM TEL. TELEPHONE STANDARDS 20. ' CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME NTHOUT APPROVED CONTRACT DOCUMENTS. DN. DOWN M.B. MACHINE BOLT T&G. TONGUE AND GROOVE 1. LATHING,PLASTER,AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE PROVISIONS OF THE CODE GOVERNING THE. 21. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ARCHITECTURAL,MECHANICAL,TELEPHONE,ELECTRICAL(INCLUDING 1. IF HAZARDOUS MATERIALS ARE TO BE FOUND TO EXIST ON THIS PROJECT,THE CONTRACTOR SHALL CEASE ALL WORK RELATED MECH. MECHANICAL THK.. TRIC( TO THE HAZARDOUS MATERIALS AND IMMEDIATELY NOTIFY THE OWNER IN WRITING OF THE CIRCUMSTANCES. DR. DOOR ALL GLASS LIGHTING),AND PLUMBING SO TO ENSURE THAT REQUIRED CLEARANCES FOR INSTALLATION AND IMANTENANCE OF ALL MET METAL T.O. TOP OF 2. THE CONTRACTOR SHALL ENSURE THAT THIS PROJECT AND ALL CONSTRUCTION ACTIVITIES RELATED THERETO SHALL CONFORM UR BY: CVH DS. DOWN SPOUT 2: ALL C{ASS AND GLAZING SHALL COMPLY NTH THE PROVISIONS OF THE CODE GOVERNING THE PROJECT. EQUIPMENT ARE PROVIDE. M:R MANUFACTURER T.O.C. TOP OF CANOPY DECK 22. DIMENSIONS SHALL NOT BE CHANGED WITHOUT THE ARCHITEC-S WRITTEN APPROVAL. / DWG. DRAWING 3. ALL LAY-IN ACOUSTICAL CEILING GRIDS AND LIGHTING SHALL BE INSTALLED AND SECURE PER THE PROVISIONS OF ASTM C NTH LOCAL,REGIONAL,STATE AND FEDERAL REGULATIONS PERTAINING TO DISTURBING,DISPLACING AND/OR REMOVAL OF M.H. MANHOLE T.O.D. TOP OF DECKING AND ASTM C 636. ASBESTOS OR ASBESTOS CONTAINING MATERIALS MN. MINIMUM T.O.P. TOP OF PARAPET APPR.: JJ E. EAST 4. ALL CONTRACTORS WILL GUARANTEE ALL LABOR AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF ISSUE OF FINAL M.SC MISCELLANEOUS T.O.S. TOP OF SHEATHING EA. EACH M.O. MASONRY OPENING T.O.W. TOP OF WALL OCCUPANCY PERMIT AND/OR AT DIC flNA1 PAYOUT FROM OWNER,UNLESS ODifRWISE SPECIFIED,AND SIAL BE SO STATED IN $TANiEC 2007853063 E.C. EVAPORATIVE COOLER MTD. MOUNTED TIP, TYPICAL CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT.ALL REPAIRS,CORRECTIONS,DISCREPANCIES,ETC.MUST BE MADE WITHOUT # E.J. EXPANSION JOINT MTT. MAIN TELEPHONE TERMINAL U.B.C. UNIFORM RUINING CODE ANY ADDITIONAL COST TO THE OWNER,AND NTHIN FIVE(5)DAYS AFTER NOTICE IS GIVEN. ELEC. ELECTRICAL 5. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS EL. ELEVATION MUL MULLION U.O.N. UNLESS OTHERWISE NOTED WILL BE INSTALLED AS NOTED ON THE DRAWINGS. E.P. ELECTRICAL PANEL N. NORTH V.B. VINYL BASE 6. ALL CONTRACTORS.NLL PROVIDE ADEQUATE BRACING AND/OR SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING GENERAL EQ. EQUAL N.I.C. NOT IN CONTRACT VERT, VERTICAL AND ALL RELATED BURNING COMPONENTS IE STRUCTURAL WALLS,INTERIOR WALL ASSEMBUES,.ETC.DURING THE CONSTRUCTION NOTES EQUIP. EQUIPMENT NO. NUMBER V.C.T. VINYL COMPOSITION TILE E.W. EACH WAY NOM. NOMINAL V.I.F. VERIFY IN FIELD PHASE OF THIS PROJECT. (E) EXISTING EXJS. EXISTING N.T.S" NOT TO SCALE V.T.R. VENT THROUGH ROOF EXT. EXTERIOR n ABBREVIATIONS 18 GENERAL NOTES 1 r v NONE JJS027 20060316 NONE JJSO26 20060316 T- 1 02 5. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE.PROVIDE AND PLACE BRACING - 7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE SUSPENDED CEILING SYSTEM DIVISION 1 -GENERAL REQUIREMENTS, AND SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE,AS DIVISION 7-SEALANTS AND CAULKING/ROOF PATCHING MANUFACTURER FOR THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING 1. PROVIDE HOLD DOWN CLIPS WITH UL CLASSIFICATION LABEL. DETERMINED BY G.C.ENLISTED STRUCTURAL ENGINEER.ASSUME LIABILITY FOR AND SOUND ATTENUATION BATT INSULATION -CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION. 2. WORK INCLUDED:PROVIDE SUSPENDED CEILING SYSTEM WHERE SHOWN ON THE DRAWINGS. 1. THE WORK INCLUDES NEW TENANT IMPROVEMENTS IN AN EXISTING SPACE,PER SUCH MOVEMENT,SETTLEMENT DAMAGE OR INJURY. - - I - - OF THE PAINT. AS SPECIFIED HEREIN,AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. SQUARE FOOT CALCULATIONS AS NOTED ON THE TITLE SHEET.CONTRACT WILL 6. ARRANGE AND PAY FOR DISCONNECTING,REMOVING AND CAPPING UTILITY SERVICES 7. PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL S. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED AND PREPARED FOR 3. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND INCLUDE CONSTRUCTING WALLS AND CEILINGS FINISHES,DETAILS&SPECIFICATIONS. WITHIN AREAS AFFECTED BY DEMOLITION. PLACE MARKERS TO INDICATE LOCATION SPECIFICATIONS TTS-1543 OR FS TT-S 230 TYPE"II",CLASS"a". PROVIDE PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH SECURE AND PAY FOR GOVERNMENT FEES,LICENSES AND PERMITS. OF DISCONNECTED SERVICES.WHERE APPLICABLE,LOCATE SPRINKLER SHUT-OFF ACOUSTICAL SEALANT WHICH SHALL BE NON-HARDENING,NON-DRYING SYNTHETIC PREVENT BUILD-UP OF FUMES. THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE 2. CONTRACTORS SHALL VISIT THE PREMISES DURING THE BID PROCESS AND SHALL VALVE AND SMOKE ALARM PRIOR TO COMMENCING WORK;COORDINATE REQUIRED RUBBER SEALING COMPOUND WITH MINIMUM 90%SOLIDS. USE AT ALL INTERIOR 9. SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN SURFACE AND DUST OFF.AFTER OF THE WORK OF THIS SECTION. FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND THE REQUIREMENTS OF MODIFICATION WITH LANDLORD. I JOINTS AT INNER SECTIONS BETWEEN PLANES.AROUND DOOR AND WINDOW FRAMES PRIMING COAT HAS BEEN APPLIED,THOROUGHLY FILL ALL NAIL HOLES AN OTHER 4. DO NOT BEGIN INSTALLATION IN ANY AREA UNTIL SUFFICIENT MATERIALS ARE ON THE THE PROJECT PRIOR TO DEVELOPING THEIR BID. MATERIAL QUANTITIES SHALL BE 7. CAREFULLY REMOVE MATERIALS AND EQUIPMENT WHICH ARE INTENDED TO BE REUSED. PRIMER SHALL BE MADE OR RECOMMENDED BY SEALANT MANUFACTURER FOR THE SURFACE IMPERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD JOBSITE TO COMPLETE THE WORK OF THIS SECTION IN THAT AREA. BASED ON ACTUAL FIELD CONDITIONS AND MEASUREMENTS. DO NOT RELY ON STORE IN A SECURE LOCATION. REMOVE DEBRIS,REFUSE AND MATERIALS BEING SPECIFIC CONDITIONS AND SUBSTRATES. COLOR. SAND ALL WOODWORK BETWEEN COATS TOA SMOOTH SURFACE. 5. PROVIDE THE MANUFACTURER'S HEAVY DUTY SUSPENSION SYSTEM,COMPLYING WITH SCALING PLANS FOR ACCURATE DIMENSIONING. I I DEMOLISHED IMMEDIATELY FROM THE SITE. 2. PROVIDE BACKING MATERIAL BY DOW"ETHAFOAM"OR APPROVED EQUAL.APPLY 10. BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION, REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION,AND AS APPROVED 3. PRIOR TO BEGINNING THE WORK,VERIFY ALL EXISTING DIMENSIONS AND SQUARE 8. ERECT AND MAINTAIN WEATHERPROOF AND DUSTPROOF CLOSURES AND PARTITIONS TO SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL THOROUGHLY CLEAN SURFACES AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND BY THE ARCHITECT. FOOTAGES.NOTIFY THE OWNER AND ARCHITECT OF COMPLIANCE OR DISCREPANCIES, PREVENT WEATHER DAMAGE OR SPREAD OF DUST,FUMES AND SMOKE TO OTHER PARTS JOINTS AND VOIDS SOLID.SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT READY FOR APPLICATION.SANDPAPER SURFACES OF TRIM SMOOTH AND WIPE CLEAN. 6. PROVIDE OTHER MATERIALS,NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE. - . COMPARING THOSE DISCREPANCIES TO THE NUMBERS ON THE TITLE SHEET. OF THE BUILDING,IN ACCORDANCE WITH GUIDELINES AND STIPULATIONS OF LOCAL BE ACCEPTED. - AFTER STAIN COAT HAS BEEN APPLIED,FILL CRACKS AND HOLES WITH PLASTIC WOOD AND PROPER INSTALLATION,AS SELECTED BY THE.CONTRACTOR SUBJECTTO THE APPROVAL : 4. CONTRACTORS SHALL TAKE CARE TO PROTECTADJACENT AREAS FROM DUST AND .AUTHORITIES&LANDLORD. - - - 3. ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH I OR PUTTY. IF STAIN HAS BEEN USED,TINT CRACK FILLER TO MATCH;PRIME BACKS INSTALLATION,AS SELECTED OF THE ARCHITECT. . DAMAGE DURING THE CONSTRUCTION PROCESS,AND SHALL CLEAN UP AFTER 9. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING MANUFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. OF TRIM,PRIME BARE WOOD SCHEDULED TO RECEIVE PAINT FINISH;FINISH NAIL -7. EXAMINE THE AREA AND CONDITIONS.UNDER WHICH WORK OF THIS SECTION WILL BE THEMSELVES AT THE END OF EACH WORKING DAY. - .-JURISDICTION. 4. FURNISH ALL LABOR,MATERIALS,TOOLS,EQUIPMENT AND SCAFFOLDING I IHOLES,CRACKS AND OTHER IMPERFECTIONS'WITH PUTTY AND SAND SMOOTH. IPERFORMED CORRECT CONDITIONS ARE DETRIMENTAL TO TIMELY AND PROPER COMPLETION 5. ALL RUBBISH AND TRASH SHALL BE REMOVED FROM THE PREMISES AND PROPERLY 10,REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER REQUIRED FOR COMPLETING BUILT UP ROOFING - - 11. AT COMPLETION;TOUCH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL OF THE WORK.DO NOT PROCEED UNTIL.UNSATISFACTORY CONDITIONS ARE CORRECTED. - DISPOSED OF EACH DAY. NO RUBBISH SHALL BE LEFT IN THE PREMISES AFTER WORK . 11-REMOVE FROM SITE CONTAMINATED,VERMIN-INFESTED OR DANGEROUS MATERIALS ..- FLASHING AND ASSOCIATED SHEET METALWORK AND RELATED . SURFACES IN GOOD AND CLEAN CONDITION.PROVIDE FOR?MULTIPLE SITE VISITS AS 8. EXCEPT AS MODIFIED BY REQUIREMENTS OFGOVERNMENTAL AGENCIES HAVING JURISDICTION, - - .IS COMPLETED EACH DAY. - ENCOUNTERED;DISPOSE OF BY SAFE MEANS TO PROTECT OF WORKERS AND .�ITEMS.INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. -REQUIRED FORTOUCH-UP AND REFINISHING. I INSTALL THE WORK OF THIS SECTION IN STRICT ACCORDANCE WITH THE MANUFACTURER'S 6. ALL DRAWINGS HEREIN CREATE AN ENTIRE PACKAGE.ALL TRADES SHALL BE PUBLIC. - (NOTE REFER TO DRAWINGS FOR ITEMS 12. OTHER PAINT MANUFACTURER'S MAY NOT BE SUBSTITUTED WITHOUT APPROVAL OF .INSTALLATION RECOMMENDATIONS AS APPROVED BY THE'ARCHITECT.. RESPONSIBLE FOR REVIEWING THEIR RESPECTIVE REQUIREMENTS AND COORDINAT- APPLICABLE TO-THE PROJECT) ARCHITECT. - 9. PROVIDE LATERAL BRACING AS REQUIRED BY PERTINENT CODES AND REGULATIONS.SECURE ING THEIR HIDDEN OR EXPOSEDWORK WITH OTHER RELATED:TRADES. DIVISION 3-CONCRETE.REPAIR AND REPLACEMENT 13. FINISH INTERIOR SURFACES,AS SCHEDULED ON DRAWINGS,EXCEPT AS MODIFIED AND LATERALBRACINGTO STRUCTURAL MEMBERS.SECURE AT RIGHT ANGLES TO THE DIRECTION 7. COORDINATE ALL WORK OF THE VARIOUS TRADES AND.SUBCONTRACTORS TO - ALL MATERIALS INCLUDING FELTS,COMPOSITION FLASHING,BITUMEN, SUPPLEMENTED HEREINAFTER AND UPON WRITTEN OWNER APPROVAL. IN GENERAL,USE OF THEPARTITIONAND FOUR-WAYS IN LARGE CEILING AREAS. ASSURE EFFICIENT AND ORDERLY INSTALLATION. PROVIDE ACCOMMODATION FOR 1. WORK INCLUDES PATCHED,DEMOLISHED SLAB AND CERAMIC TILE,IF ANY;FILLING ROOF INSULATION,VAPOR RETARDER,(IF ANY),AGGREGATE SURFACING EGSHELL FOR ALL INTERIOR FINISHES. 10. MAKE ALL FINISHED SURFACES LEVEL,OR TRUE TO PLANE WHERE PLANE IS DESIGNED TO ITEMS INSTALLED AT A LATER DATE.VERIFY THAT CHARACTERISTICS OF ELEMENTS AND LEVELING JOINTS AND CRACKS;AND FILLING ABANDONED ELECTRICAL BOXES AND OR OTHER COATING,ETC.IS TO BE COMPATIBLE W/EXIST.ROOFINGBE OTHER THAN LEVEL,WITHIN A TOLERANNCE OF 1 IN 1000,AND STRAIGHT WITHIN A OF INTERRELATED.OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK OF � ANY HOLES GREATER THAN 1/2". -� SYSTEM TO COMPLETE THE PATCHING OF THE EXIST.ROOF TOLERANCE OF 1 IN 1000. VARIOUS SECTIONS WHICH HAVE INTERDEPENDENT RESPONSIBILITIES FOR INSTALL- 2.-USE RAECO-LITH"r-35"AS UNDERLAYMENT FOR PATCHING OR APPROVED EQUAL MIX ' -SPECIALTY(SUPER SEAL) 11. IN ADDTION TO OTHER STIPULATED REQUIREMENTS FOR CLEANING,COMPLETELY REMOVE ING,CONNECTING TO,AND PLACING IN SERVICE,SUCH EQUIPMENT.COORDINATE SHALL BE TWO PARTS-MORTAR MIX AND LATEX BINDER MIX AND INSTALL PER COORDINATE THIS WORK WITH OTHER TRADES INVOLVED - 1. OWNER TO SUPPLY STENCIL FOR SUPER SEAL LOGO.CONTRACTOR TO COORDINATE FINGER PRINTS AND TRACES OF SOIL FROM THE SURFACES OF EXPOSED PORTIONS, SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK MANUFACTURER'S LATEST WRITTEN AND RECOMMENDED DIRECTIONS. TO AVOID DELAYS AND TO INSURE A SATISFACTORY AND WATERTIGHT EXACT PLACEMENT OF LOGO WITH DRAWINGS AND JIMMY JOHN'S CONSTRUCTION MANAGERUSING ONLY THOSE CLEANING MATERIALS RECOMMENDED FOR THE PURPOSE BY THE . AND FIRE SPRINKLER SYSTEM WHICH ARE INDICATED,DETAILED,OR IMPLIED INSTALLATION. PRIOR TO APPLICATION. CONTRACTOR TO APPLY STENCIL TO BRICK SURFACE TAKING . MANUFACTURER OF THE MATERIAL BEING CLEANED. DIAGRAMMATICALLY ONDRAWINGS I DIVISION 4-UNIT MASONRY - INSTALL ALL REQUIRED MATERIALS IN A PROPER MANNER TO INSURE CARE TO PRESS FIRMLY INTO MORTAR JOINTS SO AS NOT TO ALLOW FOR ANY 12. MATERIALS 8. UNLESS SPECIFICALLY NOTED,PROVIDE AND PAY FOR LABOR,MATERIALS AND I A WATERTIGHT AND WEATHERPROOF INSTALLATION. OVERSPRAY BEHIND STENCIL DURING PAINT APPLICATION. ONCE STENCIL HAS BEEN SUSPENSION SYSTEM-AS REQUIRED TO SUPPORT GYPSUM BOARD PANELS,FIXTURES AND EQUIPMENT,TOOLS,CONSTRUCTION EQUIPMENT AND MACHINERY,AND OTHER EXISTING BRICK(NOT USED) � - - - _ PLACED CONTRACTOR SHALL APPLY PAINT TO EXTENT INDICATED ON DRAWINGS, - OTHER COMPONENTS AS INDICATED,INCLUDING ANCHORAGES,HANGERS,RUNNERS,CROSS FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION 1. RELATED DOCUMENTS 5. SOUND ATTENUATION BATT INSULATION I USING SPRAY EQUIPMENT. RUNNERS,SPLINES,CLIPS,MOLDING,FASTENERS AND OTHER MEMBERS,DEVICES AND OF WORK,INCLUDING PERMITS. UTILITIES SHALL BE PROVIDED BY OWNER. DRAWINGS AND SPECIFICATIONS APPLY TO THIS WORK. PROVIDE"OWENS CORNING"SOUND ATTENUATION BATT INSULATION AT ALL PERIMETER 2. UPON COMPLETION OF PAINT APPLICATION CAREFULLY REMOVE STENCIL FROM BRICK ACCESSORIES. COMPLY WITH ASTM C635.2'X 4'GRID. 9. GENERAL CONTRACTOR SHALL PURCHASE AND MAINTAIN INSURANCE COVERAGE IN 2. JOB CONDITIONS � - WALLS OR TOILET ROOMS FULL HEIGHT OF WALLS. INSULATION SHALL BE 31/2"THICK SURFACE. - I - HANGER WIRE-NOT LESS THAN 12 GAUGE(0.106")GALVANIZED STEEL.TYPE-DIRECT �(�V'LY 101j ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD AND THE TENANT. PROTECT WOOD FLOOR FROM MOISTURE. FRICTION FIT INSTALLATION FOR 16"STUD SPACING.CUT AS REQUIRED FOR UTILITIES 3. IN AN EFFORT TO PROVIDE AN AGED APPEARANCE,CONTRACTOR SHALL WIRE BRUSH HUNG OR INDIRECT FROM DUCTS,PIPES OR CONDUIT.EXPOSED FINISH-WHITE BAKED ��"'" S VERIFY AND COORDINATE WITH THE TENANT FOR ANYADDITIONAL REQUIREMENTS. - 3. REPAIR,POINTING AND CLEANING `� IN WALLS. - - ENTIRE SUPER SEAL LOGO BEING CAREFUL NOT TO COMPLETELY REMOVE NEWLY PAINTED I ENAMEL EDGE MOLDING-METAL CHANNEL TYPE WITH SINGLE FLANGE EXPOSED- 10.FURNISH ALL REQUIRED TEMPORARY FACILITIES AND ALL TEMPORARY UTILITIES ALL MASONRY UNITS SHALL BE REPAIRED,REPOINTED AND CLEANED BEFORE FINISH. CONTRACTOR MUST NOTIFY JIMMY JOHN'S CONSTRUCTION MANAGER ONE WEEK GRID SYSTEM"USG"TYPE DX 15116"EDGE. SLw $983 IMMEDIATELY AFTER RECEIPT OF NOTICE.TO PROCEED FOR USE IN CONVENIENCE OF ACCEPTANCE. USE COMMERCIAL CLEANING MATERIAL"SURE KLEAN 600"DETERGENT DIVISION 8-WOOD AND HOLLOW METAL DOORS AND FRAMES PRIOR TO THIS FINAL STEP TO INSURE PROPER APPEARANCE. CEILING PANELS-2'x 4'VINYL CLAD GYPSUM CEILING TILE ALL THOSE ENGAGED IN THE PROJECT WORK. GENERAL-PURPOSE CLEANER FOR BRICK,APPLY PER MANUFACTURERS PRINTED 11 . 11.ALL CONTRACTORS MUST STAY BEHIND THE BARRIERS AND MAINTAIN ACCESS TO SPECIFICATIONS, DRY BRUSH AT END OF EACH DAYS WORK. 1. PROVIDE WELDED METAL DOOR FRAMES AT ALL DOORS,AS DETAILED GYPSUM WALL BOARD PLUMBING: o0 oeta•,oxcaTIVIto SUCH AREAS CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, FAILURE REAL BRICK-THIN BRICK(SEE JIMMY JOHNS BUILD-OUT MANUAL) - FREE FROM SCALE AND PITTING AND OTHER SURFACE DEFECTS,UNLESS OTHERWISE 1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF -ALL FLOOR DRAINS,FUNNEL DRAINS,CLEAN OUTS,FLOOR SINKS ETC ARE TO BE CAST IRON a;asr sasorla'r TO MAINTAIN CLEAN STOREFRONT WILL RESULT IN BUILDING MANAGEMENT HAVING 1. RELATED DOCUMENTS NOTED. ASTM C36/C36M-01. - AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS. SUCH MATERIALS AND DEBRIS REMOVED AND ALL CHARGES FOR MAINTENANCE WILL DRAWINGS AND SPECIFICATIONS APPLY TO THIS WORK. 2. PROVIDE HOLLOW METAL DOOR AS REQUIRED ON PLANS CONSTRUCTED WITH THE 2. PROVIDE TYPE"X"FIRE RETARDANT GYPSUM WALL BOARD PANELS 5/8"THICK,TESTED -PROVIDE&INSTALL ALL BLOCKING REQUIRED TO MOUNT SINKS,FAUCETS,ETC.ALL BE BILLED TO GENERAL CONTRACTOR MFG.-GLEN-GERY BRICK FOLLOWING MATERIAL AND QUALIFIED FOR 1-HOUR RATING,TAPERED AND ROUNDED AT EDGES AS INDICATED BLOCKING IS TO BE FIRE RATED IF REQUIRED BY LOCAL CODES. 12.COORDINATE ALL CONSTRUCTION AND SCHEDULING WITH THE LANDLORD/JIMMY CALEDONIA PLANT - - A MINIMUM 18.GA FOR FACE SHEETS OF INTERIOR DOORS. ON DRAWINGS. JOHN'S REVIEWING ALL SCHEDULED ACTIVITIES AT OUTSET OF CONSTRUCTION. 5692 RINKER ROAD B. 16 GA FOR EDGE CHANNELS. 3. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS,EDGES AND CORNERS. -ALL FIXTURES RECESSED IN THE CONCRETE FLOOR(I.E.GREASE TRAP,FLOOR DRAINS, 13.ALLOWABLE TOLERANCES-UNLESS OTHERWISE NOTED OR INDICATED. THE P.O.BOX 398 C. MINIMUM 22 GA FOR FACE STIFFENERS. - 4. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 5/8"THICK,QUALIFIED FOR 1-HOUR FLOOR SINKS,ETC-)ARE TO HAVE THEIR FINISHED TOP LEVEL WITH THE TOP OF THE FOLLOWING TOLERANCES SHALL APPLY TO ALL WORK: CALEDONIA,OH 43314 D. MINIMUM 16.GA FOR INTERIOR FRAMES. RATING,TAPERED AND ROUNDED EDGES AND BE INSTALLED IN ALL WET AREAS AS FINISHED FLOORING(I.E.TILE)AND NOT THE CONCRETE SLAB UNLESS OTHERWISE NOTED. A. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT . (419)845-3321 3. PROVIDE DOORS OF SIZES AND TYPES INDICATED ON DRAWINGS,FULLY WELDED - INDICATED ON DRAWINGS. MAINLY,1/2"ABOVE CONCRETE. IF THE FLOOR IS NOT CONCRETE,VERIFY WITH ONSITE JIMMY SLOPES OR ANGLES INDICATED. SIZE-MODULAR(1/2"X 21/4"X 7 5/8")STRETCHER AND CORNER UNITS WITH SEAMLESS CONSTRUCTION WITH NO VISIBLE SEAMS OR JOINTS ON FACES OR VERTICAL 5. FOR CONTROL JOINTS,PROVIDE U.S.GYPSUM#093 OR APPROVED EQUAL. INSTALL REPRESENTATIVE OF GC. V I M M Y B. THE MAXIMUM DEVIATION FROM THE TRUE PLANE FOR VERTICAL AND A.PAPERCUT FINISH THAT MEETS ASTM C1088,GRADE EXTERIOR,TYPE TBS EDGES;THICKNESSES AS SCHEDULED ON DRAWINGS. IN LOCATIONS AS RECOMMENDED BY INDUSTRY STANDARDS AND IN COMPLIANCE WITH .-ALL CLEANOUTS,WATER LINES.PIPES THRU WALLS,ETC.ARE TO BEA MINIMUM OF 10" 1 HORIZONTAL SURFACES SHALL NOT BE GREATER THAN 118"M 10'-0"AS STANDARDS - 4. FACE STIFFENERS,EDGES AND HARDWARE REINFORCEMENT SHALL BE THE HIGHEST U.S-GYPSUM STANDARDS. TO BOTTOM AFF AND CONSISTENT THROUGHOUT ENTIRE SPACE. O H N S MEASURED BY A STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE QUALITY WORKMANSHIP AND MATERIALS. PROVIDE IN ACCORDANCE WITH BEST TRADE 6. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM C1002-01;UNLESS OTHERWISE NOTED OR ALL CLEANOUTS,WATER LINES,PIPES THRU WALLS,ETC.ARE TO BE A MINIMUM OF 10" C. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT APPLICATION(TCA W242)-ADHESIVE THIN SET AS RECOMMENDED BY SUPPLIER. PRACTICE AND MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR THE USE INTENDED. INDICATED,PROVIDE TYPE'S'BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL ANGLE INDICATED OR INTENDED. I THE WALL SYSTEM MUST BE RIGID. DEFLECTION MUST NOT BE GREATER THAN 5. PROVIDE CUSTOM MADE WELDED UNITS WITH INTEGRAL TRIM;SIZES AND SHAPES AS BOARD TO METAL FRAMING,AND TYPE'S'PAN HEAD SCREWS FORATTACHMENT OF -ALL SUPPLY LINES AND DRAINS MUST BE SECURED AND FREE FROM MOVEMENT AT PENETRATIONS #1773 D- WALL AND SOFFIT INTERSECTIONS SHALL BE 90"OR THE EXACT ANGLE U360 AND,PREFERABLY,LESS THAN U600. IF THE WALLS ARE WET,THE - INDICATED ON DRAWINGS;FABRICATE UNITS SQUARE,TRUE AND FREE FROM DEFECTS. FRAMING TO DOOR FRAMES. HVAC: INDICATED OR INTENDED. SOURCE OF THE WATER MUST BE DISCOVERED AND ELIMINATED. WALLBOARD 6. HARDWARE REINFORCEMENT AND ANCHORS(ERECTION,FLOOR AND JAMB)SHALL BE AS 7. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS,TOOLS,EQUIPMENT,AND - ALL GRILLE COLLARS SHALL BE ATTACHED TO DUCTWORK WITH POP RIVETS WITH A FINISHED E. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS, SHOULD BE SECURELY ANCHORED. REMOVE ALL WALLPAPER,LOOSE PASTE REQUIRED FOR A SECURE INSTALLATION AND SHALL BE IN ACCORDANCE WITH TRADE METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD . FILLET OF ELASTOMER SEAL AT JUNCTION 11§81 SW PACIFIC HWY WAVES OR BULGES OR OTHER BLEMISHES. OR PAINT AND LAMINATES. SAND PAINTED OR GLOSSY SURFACES.WASH REQUIREMENTS FOR THE SPECIFIED HARDWARE AND INTENDED USE. CONSTRUCTION INCLUDING ACCESS DOORS AND PANELS. - THE SUPPORTS FROM THE STRUCTURE ARE TO BE A MINIMUM OF 3/8"THREADED RODI IGARD, OR 97223 F. ALL JOINTS SHALL BE TIGHT,STRAIGHT,EVEN AND SMOOTH.ALL OPERABLE WALLS TO REMOVE DIRT AND DUST. REPAIR ANY DAMAGED AREAS. 7. AFTER FABRICATION,DRESS,FILL AND SAND EXPOSED SURFACES,BODY-PUTTY HOLES 8. APPLY CONTINUOUS BEAD OF SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING ITEMS SHALL OPERATE SMOOTHLY WITHOUT STICKING OR BINDING AND WITHOUT AND IMPERFECTIONS.APPLY UNIFORM COAT OF MANUFACTURER'S STANDARD PRIME ADJACENT CONSTRUCTION,INCLUDING AROUND FRAMED OPENINGS AND OTHER - ALL THREADED ROD USED TO SUPPORT THE HOOD IS TO BE COVERED WITH PVC EXCESSIVE"PLAY"OR LOOSENESS. FOLLOW THE DIRECTIONS PROVIDED BY THE MANUFACTURERS OF BOTH THE - COAT TO ALL EXPOSED SURFACES. LEAVE READY TO RECEIVE FINISH PAINTING. PROTRUSIONS THROUGH WALL BOARD.WHERE SEALANT IS EXPOSED,PROVIDE POLY- -(SUPPLIED AND INSTALLED BY SUBCONTRACTOR)TO CREATE A WASHABLE SURFACE 14.THE FOLLOWING MATERIALS SHALL BE LEFT AT JOBSITE.THEY SHALL BE TAKEN ADHESIVE AND THE MORTARFORMIXING AND CURING TIMES.APPLY ADHESIVE 8. INSTALL FRAMES IN ACCURATE LOCATIONS AS INDICATED ON DRAWINGS. INSTALL SULFIDE SEALANT;WHERE UNEXPOSED,PROVIDE ACOUSTIC SEALANT. - ALL DUCT JOINTS SHALL BE SEALED USING DUCT SEAL AS MANUFACTURED BY UNITED FROM THE SAME MATERIAL,LOT OR RUN USED TO CONSTRUCT AND FINISH THE - WITH A 5/32'V-NOTCHED TROWEL. SMOOTH ANY PRONOUNCED RIDGES WITH RIGID,PLUMB,LEVEL AND TRUE.ALIGN WITH ADJACENT CONSTRUCTION.SECURE 9. APPLY PRE-FILL COMPOUND TO JOINT IN ACCORDANCE WITH INDUSTRY STANDARDS. SHEET METAL,OR EQUAL.RED DUCT TAPE SHALL NO BE ACCEPTED. PROJECT: - A PUTTY KNIFE. DO NOT APPLY MORE ADHESIVE ON THE WALL THAN.CAN BE FLOOR ANCHORS TO FLOOR CONSTRUCTION WITH APPROVED TYPE MECHANICAL APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT;APPLY SKIM - ALL EXPOSED SPIRAL DUCT SHALL BE SINGLE WALL UNINSULATED,WITH DUCT BOOTS ATTACHED A ONE FULL GALLON OF EACH PAINT COLOR IN ACLEAN,TIGHTLY CLOSED CAN, USED IN 20 TO 30 MINUTES OR WHILE ADHESIVE IS STILL WET AND TACKY. . FASTENINGS:ANCHOR TO ADJOINING WALLS WITH SPECIFIED ANCHORS.BRACE COAT.AFTER TAPING AND EMBEDDING COMPOUND IS DRY,APPLY SECOND COAT AT 45 DEGREE ANGLE DOWNWARD OFF OF DUCT. AND CLEARLY MARKED. - - - - - - FRAMES TO RETAIN POSITION AND CONTINUOUSLY CHECK ALIGNMENT.DURING - FILLING AND TAPER FLUSH WITH SURFACE;NO SECOND COAT REQUIRED AT INTERIOR- - COVERS ON THE THERMOSTAT ARE TO BE EQUIPPED WITH AND ABLE TO BE LOCKABLE B. ONE FULL BOX OF EACH CERAMIC FLOOR TILE FREE-.FROM NICKS,SCRATCHES,OR CRACKS. SPACE BRICKS 114"APART. BEAT THE BRICKS FIRMLY INTO POSITION WITH A CONSTRUCTION.OF ADJACENT WALLS.ADJUST FRAME LOCATIONS AS NECESSARY USING . ANGLES.FIRE TAPE PENETRATIONS AT DEMISING WALLS,.CORRIDOR ENVELOPE AND ELECTRIC: _ - ',: BEATING BLOCK OR RUBBER MALLET.ALL EDGES MUST BE SEALED WITH WHERE INDICATED ON : :OTHER RATED ASSEMBLIES. SUBCONTRACTOR'IS TO SUPPLY AND INSTALL ALL BLOCKING REQUIRED TO HANG/MOUNT , C. ONE-HALF OF TILE GROUT .- .. SHIMS.,BEFOREFASTENING.LEAVE READY TO RECEIVE W ER . - I :: ADHESIVE TTHEREARENOVOI SBETWEEN.THEBRICKSANDTHE:WALL.' --' - ,- " - " MATERIALS SHALL BE LEFT IN ONE LOCATION UPON OWNERS REPRESENTATIVES ADHE I A D DRAWINGS - - '` - 10. ;PROVIDE FINAL FINISH IS SMOOTH,WITHOUT DIVOTS,BUMPS,BOWS OR LIGHTS FIXTURES).BLOCKINGJS TO BE FIRE RATED REQUIRED '. ,. - ADHESIVE TO CUREPRIORTOPOINTING� HEBRICKS .BYLOCALCODES. - I 11DIRECTION AND APPROVAL: -`- . ALLOW AD I. ,T - 9. INSTALL WOODDOORS;FRAMES AND TRIM.SIZES AND THICKNESS AS SCHEDULED ON _. OTHER READY RECEIVE : - .. .. .: :. - I.� - �- �._ � .. .. -, - .. ��., ,-.;; .. `"> =-THERE WILL BE NOMGRUNNING'HORIZONTALCY OVER 12"IN LENGTH IN 15.THE OWNER OR THE OWNER'S SUBCONTRACTORS MAY OCCUPY-PORTIONS:OF THE PROJECT - - - THE.DRAWINGS.. ..-:. . . - - 'i, - - .. .. ,-. _ .. CO US JOINTS MUST BE FREE OF DEBRIS SPONGE. ,E DUST AND -- TILE '- :ORA EASVISIBLETOTHECUSTOMER.ANY HORIZONTAL NDUITM TBE LEVEL:,- DURING"THEpINAL-STAGEbF.CONSTRUCTION. COORDINATE.AND.COOPERATE WITH.THE ..... . _ ...10:.PREPARE,DOORS FOR FINISHHARDWARE.OBTAINTEMPLATES FROM HARDWARE.- ,: .. ,„ ., ... ._ , .... .. .. DIRT FROM BRICKF CES - _ - I F M A 1 INSTALL TILE IN AREAS:.INDICATED.USE ADHESIVES AND ONLY AS RECOMMENDED -` MOUNTED BELOW TABLE MUST BE A LEVITON MODEL .- OWNERTOMINIMIZECONFLICT.ANDFACICITATETHEOWNERSOPERATION: : . ,. ,:,�� .MANUFACTURER ANDCONFIRMTYPE;LOCATION,AND.SPECIALREQUIREMENTSOF : EADHE I THEOUTLETM N. ,,. �,�. . .: . ._.. S FOUND -3.SHEE ,, 76:ALLDIMENSIONSAND.FINISHESSHACLBEVERIFIED:ANDCOORDINATEDWITH �' .:HARDWARE'FOR�EACHDOORPRIORTOCUTTING. _ BY MANUFACTURER ANDIN:ACCORDANCEWITHINDUSTRYSTANDARDS::. -DETAILED PELF N ON T > :.. ,- ALL.GROUT JOINTS SHOULD SPACED AT 114". . -2. INSTALLERS MUST BE SPECIALISTS WITH A MINIMUM OF TWO 2-YEARS EXPERIENCE. . EXISTING CONDITIONS PRIOR To CONSTRUCTION;FABRICATION;OR PURCHASING. IN _ :11.`HANG DOORS AS SCHEDULED ON DRAWINGS,INACCURATE LOCATIONS WITH - O -� - CASE OF CONFLICT.BETWEEN THE"PROJECTREQUIREMENTSAND/OR EXISTING - - .- - - -: r - - CLEARANCE ATTOPS AND 3/8"CLEARANCE AT BOTTOM,UNLESS SPECIFICALLY.NOTED - 3. .ALL INSTALLATION.SHALL CONFORM'TO THE LATEST APPLICABLE TILE COUNCIL OF CONDITIONS,THEONE,HAVINGTHEMOSTSTRINGENTREQUIREMENTSSHALLGOVERN, RECOMMENDED CLEANING -. I - - FOR"UNDERCUTS"OR OTHER DEVIATIONS IN FIT.;VERIFY CLEARANCES:REQUIRED- - . - AMERICA AND ANSI STANDARDS. - - - - - JIMMY JOHN'S CORPORATE NOTES: .Stantec CLEANING JS MUCH EASIER IF CARE IS TAKEN DURING APPLICATION TO AVOID - - 4: DO NOT COMMENCE INSTALLATIONUNTIL SUBSTRATE HAS BEEN MADE SUITABLE FOR - ``, . 'AS APPROVED BY THE OWNER. FOR-CARPETINGAND MAKE NO JOBSITE FIT IN CUTS UNLESS:APPROVED..HANG PAIRS THE JIMMY JOHNS BUILD OUT MANUAL IS TO BE USED IN.CONJUNCTION WITH BLUEPRINT 17.PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICE TO INSURE SMEARING GROUT CN THE FACES OF THE THIN BRICKS. OF DOORS.AS SPECIFIED WITH 3132"CLEARANCE AT MEETING EDGES..DEMONSTRATE TILE INSTALLATION. - DRAWING& ANY DISCREPANCIES MUST BROUGHT UP TO THE JIMMY JOHNS THE HIGHEST QUALITY FINISHED PRODUCT,EXPRESSED OR IMPLIED.,PERFORM I I THATDOORS OPEN FREELY WITHOUT BINDING,AND WHEN CLOSED;WILL LATCH 5. REVIEW ALL AREAS TO RECEIVE TILE FLOORING(PRIOR TO SUBMITTING ESTIMATE) - Stantec Architecture INC . -ALL WORK BY SKILLED MECHANICS IN ACCORDANCE WITH ESTABLISHED STANDARDS OF CLEANING MUCH EASIER. - - PROPERLY.., -- 1. I TO DETERMINE THE REQUIRED EXTENT OF SUBFLOOR PREPARATION. -CONSTRUCTION DEPARTMENT. WORKMANSHIP IN EACH OF THE VARIOUS TRADES. - - WATER MAY BE USED TO REMOVE MUCH OF THE GROUT BEFORE IT HAS SET. - - _ - - 6. SET AND GROUT TILE WHEN AMBIENT TEMPERATURE IS AT LEAST 50 AND RISING. -- - - _ _ _ - 1932 First-Avenue, 11 ' 18.COORDINATE BLOCKING REQUIREMENTS WITH ADJACENT OR RELATED TRADES, ,REMOVE CEMENTITIOUS MORTARS ACCORDING TO GLEN-GERY'S"RECOMMENDED DIVISION.9-FINISHES :". � - ALIGN ALL JOINTS AND CORNERS. - 1.CONCRETE: Suite 307 ACCESSORIES,.EQUIPMENT AND FIXTURES INSTALL REQUIRED BLOCKING AT.NO CLEANING PROCEDURES AND SOLUTIONS"FOR THIN BRICKS, PROCEDURES VARY I - 7. CLEAN METAL AND WOOD SURFACES AND CONCRETE FLOORS,REMOVING ALL FOREIGN ALL CONCRETE IS TOBECUT AND REMOVED,AS OPPOSED TO THE USE OF Seattle 'WA 98101 ADDITIONAL COST TO THE CONTRACT. I DUE TO COLOR AND TEXTURE..REMOVE OTHER MORTARS ACCORDING TO , METAL SUPPORT SYSTEM(WALL STUDS) - MATTER AND CONTAMINANTS SUCH AS GREASE,OIL,DUST,WATER;SURFACE DIRT, JACKHAMMERS. 19.REPAIR PROPERTY DAMAGE BY THE INSTALLERS TO A LIKE NEW CONDITION OR MANUFACTURER'S INSTRUCTIONS. DO NOT SATURATE THE SURFACE OR SMEAR 1.-PROVIDE CHANNEL-SHAPED ROLL FORMED SHEET STEEL MEMBERS CONFORMING WITH I OLD SEALANTS GLAZING COMPOUNDS AND PROTECTIVE COATINGS. METAL,SHALL BE -ALLREMOVED CONCRETE IS TO HAVE A VAPOR BARRIER ON OF BACKFIELD Tel. 206.770.7779 REPLACE DAMAGED SURFACE AND MATERIALS OF THE PREVIOUSLY INSTALLED WORK BY THE MORTAR. - - - ASTM 0645-00;HOT DIPPED FINISH WHERE EXPOSED TO MOISTURE NOT LESS THAN - CLEANED BY MECHANICAL OR SOLVENT PROCEDURES. - � I AREAS PRIOR TO REPLACINGOFTHE CONCRETE. - - Fax. 206.770,5941 .- OTHER TRADES,INSTALLERS AND SUBCONTRACTORS: - 20 GAUGE PROVIDE 16 GAUGE AT DOORJAMBS AND AT STOREFRONT.: S. INSTALL TILE TO-CONCRETE SUBSTRATE PER TCA STANDARD F113-89 WITH TIGHTLY C ALL CUT AREAS OF CONCRETE ARE TO BE DRILLED AND PINNED USING'A"REBAR AND TO w a - 20.WHERE REQUESTED BY THE OWNER TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR 2. PROVIDE COLD,ROLLED STEEL CHANNELS NOT LESS THAN 16 GAUGE. .. BUTTED JOINTS,TO PATTERN INDICATED IN THE DRAWINGS;OR AS SPECIFIED w W.SI nteC.COm _ THE PROJECT REQUIREMENTS,THE CONTRACTOR SHALL ENLIST A TESTING LABORATORY DIVISION 6-WOOD AND PLASTICS 3. PROVIDE ROLL HAT-SHAPEO CHANNELS MINIMUM 20 GAUGE,7/8"DEEP WITH 112" BY OWNER.VERIFY LAYOUT AND CUTS WITH PROJECT MANAGER PRIOR TO COMMENCEMENT BE SPACED AT A MAXIMUM OF 16"APART. PINS ARE TO BE DRILLED INTO THE EXISTING . AT THE OWNER'S COST. IF THE REQUESTED TEST SHOWN NON-CONFORMANCE TO - HEMMED EDGES.HOT DIPPED FINISH WHERE NOTED. - OF WORK. CUT TILE AT WALL INTERSECTIONS FOR CONCEALMENT BY BASE WHERE CONCRETE AT LEAST 6"AND HAVE AT LEAST 6"EXPOSED. Copyright Reserved GENERALLY ACCEPTED TRADE STANDARDS OR THE PROJECT REQUIREMENTS,THE 1._ROUGH CARPENTRY - 4. INTERIOR WALL CONNECTIONS TO EXIST.STRUCTURE ABOVE REFER TO DRAWINGS. - APPLICABLE.VARY MORTAR THICKNESS,AS NECESSARY,TO ACCOMMODATE VARIATION -CONCRETE IS TO BE POURED TO ENSURE THAT A FLUSH AND SMOOTH TRANSITION EXISTS CONTRACTOR SHALL CORRECT THE DEFICIENCY AT NO ADDITIONAL COSTS TO THE - A. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE 5. PROVIDE JACK STUDS BETWEEN BOTTOM TRACK AND WINDOW AND/OR RELIEF SILLS - IN THE TILE THICKNESS - - WITH THE EXISTING CONCRETE. ANY RAISED OR LOWERED AREAS WILL HAVE TO BE -The Contractor shall verify CONTENT NOT MORE THAN 19%,WITH THE INDICATION OF"S-DRY'ON THE and be responsible for all OWNER AND REIMBURSE ALL THE COSTS OF THE TESTING TO THE OWNER;UNLESS THE - BETWEEN LINTELS AND HEADERS IN TOP TRACKS. � 9. CLOSE AREAS IN WHICH TILE IS BEING PLACED TO TRAFFIC AND OTHER WORK. DEEP CORRECTED BY THE CONTRACTOR RESPONSIBLE FOR THE PLACEMENT OF THE dimens'ons.'DO .NOT " GRADE STAMP. CONTRACTOR HAS PREVIOUSLY D PRODUCTS INCORRECTLY LABELED BY THE MANUFACTURER OR 6. PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH HARDWARE AND AREA CLOSED UNTIL TILE IS FIRMLY SET. PROTECT FLOORING FROM DAMAGE. CONCRETE. - I scale the drawing any HAS MADE PREVIOUSLY APPROVEDCHANGES- - B. ALL LUMBER IS TO BE GRADE STAMPED AND IS TO CONTAIN GRADING AGENCY, EQUIPMENT,INCLUDING DOOR STOPS. - - REPLACE DAMAGED TILE AT NO ADDITIONAL COST TO OWNER. ' errors or omissions shall MILL NUMBER OR NAME,GRADE OR LUMBER SPECIES OR SPECIES GROUPING 21.PROVIDE SECURITY OF THE WORK,INCLUDING TOOLS AND UNINSTALLED MATERIALS. 7. SET FLOOR TRACKS IN ACCURATE LOCATIONS AND SECURELY ANCHOR IN ACCORDANCE 10. INSTALL TILE TO WOOD SURFACES AND ALUMINUM GLAZING CHANNEL AND METAL BASE . -be reported�to Stantec PROTECT THE WORK,STORED PRODUCTS.CONSTRUCTION EQUIPMENT AND OWNER'S COMBINATION DESIGNATION,RULES UNDER WHICH GRADED,WHERE APPLICABLE. WITH ASTM STANDARDS. ERECT STUDS ON 16"CENTERS AND WITH DOW CORNING 795.SILICONE BUILDING SEALANT. BEADS AT 6"ON CENTER 2.FRAMING,DRYWALL,ACOUSTICS&FRP: C. LUMBER SHALL BE PROTECTED FROM THE ELEMENTS UNTILSUCH TIME IT IS USED without delay:The PROPERTY FROM THEFT AND VANDALISM AND THE PREMISES FROM ENTRY BY. SECURE TO TRACK. INSTALL HEAD TRACK IN ACCORDANCE WITH DETAILS. INSTALL' MAXIMUM. - -ALL OUTSIDE CORNERS ARE TO HAVE CORNER BEAD SECURELY CLENCHED ON AND Copyrights to all designs IN CONSTRUCTION. TAPED-EXCEPT AT TILES AREAS. and drawings ore the UNAUTHORIZED PERSONNEL UNTIL ACCEPTANCE BY OWNER.. BLOCKING,BRACING,AND ANCHOR STRIPS. LEAVE READY TO RECEIVE FINISH 11. GROUT FLUSH WITH TILE EDGES.WIPE TILES WITH CHEESE CLOTH INSTEAD OF 22.MAINTAIN AN ACTIVE FIRE EXTINGUISHER AT THE PROJECT. D. INSTALL ROUGH CARPENTRY WORK TO COMPLY WITH APPLICABLE CODE STANDARDS . MATERIALS - SPONGE. UNLESS OTHERWISE INDICATED. FOR SHEATHING UNDERLAYMENT AND OTHER -DRYWALL TO BE SCREWED 12"OC IN THE FIELD,AND EVERY 6"ON THE EDGES property of Stantec. 23.DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH ,8. ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS 12. DAMP CURE PER MORTAR AND GROUT MANUFACTURER'S RECOMMENDATIONS. I Reproduction or use for IT IS SPECIFICALLY DESIGNED OR SPECIFIED.ALL MATERIALS AND EQUIPMENT PRODUCTS NOT COVERED IN ABOVE STANDARDS,COMPLY WITH RECOMMENDATIONS AS INDICATED.TRUE TO LINE,LEVEL AND PLUM,AND IN ACCORDANCE WITH - ' - -ALL DRYWALL IS TO BE FINISHED TO AT LEAST A LEVEL 4 FINISH,ENSURING THAT ALL _ P OR MANUFACTURER OF PRODUCT INVOLVED FOR USE INTENDED. SET CARPENTRY � DRYWALL IS STRAIGHT,TRUE AND BLEMISH FREE,READY TOACCEPTFINISHES.-THIS any purpose other than THAT ARE SIMILAR SHALL BE THE SAME TYPE,MODEL AND STYLE FOR THE SAME USE WORK TO REQUIRED LEVELS AND LINES,WITH MEMBERS PLUMB AND TRUE AND APPLICABLE ASTM STANDARDS OTHERWISE FOR REFERENCED ABOVE,USING A LASER LEVEL-. BASE that authorized by Stantec THROUGHOUT THE PROJECT OR THEY SHALL BE REJECTED. ADJUST SUPPORTS,SPANS OR OTHERWISE FOR INSTALLATION WITHIN SPECIFIED 1. INSTALL TILE BASE IN TOILETS AS SCHEDULED.VERIFY WITH HEALTH CODE REQUIREMENTS. MEANS ALL DRYWALL,ALBEIT AT DECK HEIGHT OR BEHIND ANY TILE. is forbidden. CUT TO FIT. 2.. PROVIDE JOB MITERED INSIDE AND OUTSIDE CORNERS PER DRAWING DETAILS FOR ALLTHROUGHOUT T E 24.WHEN THE PROJECT REQUIREMENTS REQUIRE THAT THE INSTALLATION OF WORK SHALL TOLERANCES. -ACOUSTICAL IS TO HAVE HANGERS LOCATED AT 4'INTERVALS H E. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES AND SUPPORTING MEMBERS FIELD.ADDITIONAL HANGERS MAY BE REQUIRED TO ENSURE THAT A MAXIMUM DISTANCE COMPLY WITH MANUFACTURER'S INSTRUCTIONS,PERFORM THE WORK IN STRICT 9. PROVIDE KICK AS SHOWN FOR WALL STUDS,CEILING MEMBER,DRAFT OR SMOKE STOPS . CONDITIONS. ACCORDANCE WITH THE MOST CURRENT WRITTEN MANUFACTURER'S INSTRUCTIONS. USING FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE OPPOSITE AND CURTAIN WALLS. - 3. USE ADHESIVES ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL TO OF 8"FROM THE WALL IS MAINTAINED. THIS INCLUDES ALL MAINS AND CROSS RUNNERS '�y�'�,D`4*, 25.ALL PRODUCTS AND EQUIPMENT SHALL BE DELIVERED IN UNDAMAGED CONDITION AND SIDE WILL BE EXPOSED TO VIEW OR RECEIVE FINISH MATERIALS. INSTALL FASTENERS - WHICH IT IS APPLIED, - Gj STORED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION WITHOUT SPLITTING WOOD,FASTEN PANEL PRODUCTS TO ALLOW FOR EXPANSION FIBER REINFORCED PANELS(FRP) 4. CAREFULLY INSPECT ALL SURFACES TO RECEIVE BASE PRIOR TO INSTALLATION. -ALL METAL STUDS,ANGLED SUPPORTS,ETC ARE TO BE A MINIMUM OF 20 GAUGE. IF �'01J GARY M. OF THE WORK OR DAMAGE TO THE ITEMS.REPLACE DAMAGED OR UNFIT MATERIALS, AT JOINTS UNLESS OTHERWISE INDICATED. 1. ALL PANELS SHALL HAVE A CLASS 1 FLAME-SPREAD CLASSIFICATION INDEX OF LESS REPAIR DAMAGED SURFACES PRIOR TO INSTALLATION. CONSTRUCTION DOCUMENTS LIST A HEAVIER GAUGE FOR PARTICULAR FRAMING k7 SEMLI J, AT NO COST TO THE OWNER. F. PROVIDE WOOD FRAMING MEMBERS OF SIZE AND SPACING INDICATED. DO NOT SPLICE THAN 25.ALL PANELS SHALL BE MOISTURE RESISTANT AND SHALL NOT RUST OR 5. UPON COMPLETION,IMMEDIATELY REMOVE ALL SURPLUS ADHESIVE FROM ADJACENT MEMBERS(I.E.PLATFORMS,ETC)THEN THE GAUGE LISTED WITHIN THE DOCUMENTS IS TO A; NG L) STRUCTURAL MEMBERS BETWEENSUPPORTS. FIRESTOP CONCEALED SPACES WITH C .C°1 26.NOTIFY THE OWNER WHEN THE WORK IS SUBSTANTIALLY COMPLETE AND READY FOR CORRODE. PROVIDE ALL TRIM AND ACCESSORIES AS REQUIRED FOR A COMPLETE _ SURFACES,IN ACCORDANCE WITH THE TIMING RECOMMENDED BY THE MANUFACTURER, BE USED;AT A MINIMUM. � 5872 WOOD BLOCKING NOT LESS THAN 2"THICK.IF NOT BLOCKED BY OTHER FRAMING -ALL WALLS ARE TQ BE WIPED FREE OF ALL OUST FROM SANDING,ETC BY THE DRYWALL tf= INSPECTION. UPON INSPECTION,PROVIDE WRITTEN OPERATION AND MAINTENANCE. INSTALLATION AS INDICATED AND SPECIFIED HEREIN. COLOR OF PANELS,TRIM AND USING MATERIALS RECOMMENDED FOR THAT PURPOSE BY THE MANUFACTURER. INSTRUCTIONS AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS INSTALLED. MEMBERS. PROVIDE BLOCKING WHERE REQUIRED FOR ANCHORAGE OF CASE WORK,: ACCESSORIES SHALL BE WHITE. eA PARA L, ACCESSORIES,AND ELSEWHERE AS REQUIRED. CONTRACTOR. PROVIDE WRITTEN GUARANTEES FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF 2. FOLLOW MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR ALL GLASS AND GLAZING(EXISTING) 2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES REQUIRED BY, 1. PROVIDE TEMPERED GLASS,GRAD°B";SME#1,TYPE"1",QUALITY 03,112" -ALL UNI-STRUT,THREADED RODS,.WOOD BLOCKING AND FIRE STOPPING REQUIRED TO - FINAL ACCEPTANCE OF THE WORK - PREFINISHEDPANELASSCHEDULED. 27.PROVIDE FINAL CLEAN-UP AND DAMAGE REPAIR AT THE PROJECT CONCLUSION..LEAVE LOCAL CODE OR APPROVED BY ARCHITECT. - - - - 3.. PANELS SHALL BE INSTALLED IN A VERTICAL POSITION IN FULL LENGTH UNITS. THICK,UNLESS OTHERWISE NOTED.ALL GLASS TO BE CLEAR GLASS. - - I SUPPORT OR STIFFEN ANY OF THE FRAMING 1S TO BE SUPPLIED AND INSTALLED BY THE - 3. USE FINISH OR CASING NAILS FOR EXPOSED WORK;USE TYPE"S"TRIM HEAD SCREWS I -- - �� THE PREMISES NEAT,CLEAN AND CLEAR OF TOOLS,EQUIPMENT AND SURPLUS 4. APPLY RECOMMENDED ADHESIVE TO BACK OF PANEL TO PROVIDE 100%COVERAGE 2. ALL GLASS EDGES SHALL BE GROUND SMOOTH AND POLISHED. SUBCONTRACTOR � EXP. ('] '-� N- I4 INCLUDED NOT FOR ATTACHMENT OR WOOD TRIM TOMETALSTUDS,RUNNERS OR FURRING. N-'OTCH SPREADER. MITER CUT MOLDINGS AND TRIM PIECESAT CORNERS 3: GENERAL GLASS SHALL BE q3 IN ACCORDANCE WITH FEDERAL SPECIFICATIONS EXP. jU MATERIALS,UNLESS REQUESTED BY THE OWNER.CLEAN-UP SHALL IN ED AND N WITH N -TOP OF THE SHELVING AT THE FRONT SOFFIT IS TO$E 3/4"PLYWOOD BE LIMITED TO: - - . : -4. RELIEVE BACKS E WOOD ALL EXTERNAL OF MEMBERS MORE THAN 5 WIDE AND 1". AND INTERSECTIONS AS REQUIRED TO PROVIDE SMOOTH TRANSITION.. ` - I 1 451 AND FGMA GLAZING MANUAL. NOMINAL THICKNESS; EXTERNAL CORNERS. - -ALL WOOD FOR BLOCKING,SUPPORTS,ETC IS TO BE FIRE RATED IF REQUIREDBY-LOCAL .<A� POWER VACUUMING:THE ENTIRE SPACE. �• - � - � � � - ... 5.�UPON COMPLETION OF WORK,SURFACES OF PANELS AND COMPONENTS SHALL BE CLEANED.. .. 4._:STOREFRONT SHALL BE AS REQUIRED FOR THE SIZES AND CONDITIONS ,, � � - 5-. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY : - . _ FRO EFECTS. ,. DETAILED;FRAME'SECTION SHALL BE EXPOSED WHERE INDICATED. FRAME FINISH -- - - CODES . . - IY OBTONE -REVISIONS . B. REPAIR OR REPLACEMENT OF PROPERTY DAMAGED DURING FINAL COMPLETION OF IN ACCORDANCE:WITH MANUFACTURER'S RECOMMENDATIONS AND LEFT FREE M D _/. CONDITION INSTALLATION. SHALL BE FACTORY FINISH:.REFER TO ELEVATION PLAN FOR TYPE OF FINISH =ALL THREADED ROD,LEFT EXPOSED IN THE PREP AREA IS TO BE COVERED PVC "THE PROJECT. COMPONENTS THAT ARE DAMAGED OR IMPROPERLY INSTALLED SHALL BE REMOVED.AND ' : 6. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR COLOR. . "(SUPPLIED AND INSTALLED BY SUBCONTRACTOR TO CREATE A WASHABLE SURFACE ` 2014.01.21 JJ REVIEW SET _ ,REPLACED,WITHOUT ADDITIONAL COST TO THE OWNER ( ) - APPLICATION: INSTALUIN ACCORDANCE WITH MANUFACTURER'SMOSTCURRENT. - -.- 5. PROVIDE RESILIENT NEOPRENE BLOCKS 70 TO 90 SHORE ADUROMETER HARDNESS AND - - DIVISION 2 DEMOLITION/BUILDING ALTERATIONS FRP IS TO BE FINISH;NOT PEBBLED. ALL TRIMS AND MOLDINGS ARE BE . . - . . - PRINTED APPLICATION INSTRUCTIONS. RESILIENT ACCESSORIES DESIGNED FOR POSITIONING GLASS IN RABBETS. O C Q1 2014.02:03 REASON}'1 T FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. PAINTING MITERED,FIT PROPERLY AND TIGHT AT ALL JOINTS.UNDER N CIRCUMSTANCE IS - 1. THE WORKMAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION REMOVAL OF -.7. PROTEC R E 6. PROVIDE CLIPS ON NON-CORROSIVE METAL WITH EDGES DESIGNED FOR - REPLACE DAMAGED SURFACES. .1: -PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON: - CONTACT BLOCKS NOT GLASS- - - - -- CAULKING-TO-BE USED AT JOINTS OR MOLDINGS TO FILLANY GAPS OR IMPERFECTIONS IN 2 2014.02.12' - REASON - VARIOUS ITEMS OFEQUIPMENT AND CONSTRUCTION,AND THE CUTTING OR ALTERATION - i{2 8. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED DRAWINGS ORAS SPECIFIED HEREINAFTER INCLUDING SEALING O CONCRETE FLOOR 7, PROVIDE STANDARD PREFORMED GLAZING TAPE;STANLOCKE 400,TRIMCO 440,OR THE INSTALLATION. OF EXISTING CONSTRUCTION IN SHOWN:NOTED OR IMPLIED SA THE DRAWINGS. SOLVENT AND CLEANING PROCEDURES. - - NO PAINT FINISH IS.REQUIRED:ON ITEMS HAVING COMPLETE FACTORY FINISH,EXCEPT - - CONTRACTOR-SHALL DETERMINE AND INVENTORYALL NECESSARY DEMOLITION AND APPROVED. -A SHEET OF 5/8"PLYWOOD IS TO BE INSTALLED AS BLOCKING BEHIND THE DESK AREA �3 20 14.02.19 REVISION/3 9. FILL IN ALL SEAMS WITH MANUFACTURERS APPROPRIATE.COLOR SEAM-COMPOUND. AS MAY BE SPECIFIED HEREINAFTER;PUTTY AND/OR SEALANT AT ALUMINUM WINDOWS; 8. -PROVIDE NON-SHRINKING ELASTROMERIC TAPER WHERE REQUIRED. -ALL FRAMING MUST EXTEND TO DECK. ALTERATION F REMOOF VAL TO PROVIDER RE A COMPLETE INSTALLATION E NEW WORK. 10.INSTALL WOODS AND PLASTICS JN CONFORMANCE WITH.DETAILS,WITH THE FOLLOWING NON-FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE FINISH SCHEDULE; .9. USE SILICONE SEALANT DOW#795 OR GE SILPRUF,CLEAR,OR APPROVED EQUAL. - - �4 2014.02.25 - REVISION 4 ALL COSTS OF REMOVAL REPAIR IO REPLACEMENT SHALL IN INCLUDED IN THE BID, - CONSIDERATIONS AND REQUIREMENTS: - .. - STAINLESS STEEL;INTERIOR OR EXTERIOR OF EXISTING BUILDING,EXCEPT WHERE - - - ADDITIONAL COSTS FOR DEMOLITION OF ITEMS HIDDEN OR INACCESSIBLE DURING THE A. INSTALL ALL MATERIAL WITH TIGHT JOINTS. ALTERATIONS OCCUR OR WHERE SCHEDULED.PAINT GRILLES AND.DIFFUSSERS. USE ONLY IF REQUIRED BY LOCAL BUILDING CODES,OTHERWISE ALL STOREFRONT 3:TILE: - - - BIDDING PHASE,PHASE,SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BEGINNING THE � - �GLASS SHALL HAVE A 114"VERTICAL CLEAR SPACE BETWEEN PANELS.. Q5 2014.03.04 REVISION/5 B. MITER CASINGS,MOLDING,BASE AND STOREFRONT LAMINATED OR PAINTED MDF PANELS. NO PAINTING IS REQUIRED FOR INSULATED PIPING,EXCEPT WHERE EXPOSED IN _ 10. ALL EDGES,DRILLED HOLES AND NOTCHES SHALL BE FACTORY CUT AND/OR'FACTORY SUBCONTRACTOR IS TO SUPPLY THE LABOR REQUIRED TO RECEIVE THE MATERIALS AT WORK. C. ALL RUNNING.TRIM ONE 1 PIECE UP TO 10'-0 MATCH GRAIN AND ` FINISH,NON-MECHANICAL ROOM SPACES. 2014.03.12 PERMIT SUBMITTAL 2 AT ALTERED CONSTRUCTION REPAIR CUT EDGES;REPLACE CONSTRUCTION.AND FIT ( � FORMED;TOUCH-UP EDGES MATCH FRAME THE JOB SITE. COORDINATE TIME WITH THE GENERAL CONTRACTOR NEW TO EXISTING CONSTRUCTION TO MATCH EXISTING WORK,MAKE JOINTS OF NEW COLOR PIECE-TO PIECE. - 2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS 11, INSTALL IN ACCORDANCE WITH FGMA RECOMMENDATIONS UNLESS NOTED OTHERWISE. -ALL GROUT IS TO BE SMOOTH AND FREE OF ALL HOLES,DIVOTS,BLEMISHES,ETC. ANY AND EXISTING PATCHES VERY SMOOTH,EVEN AND PRACTICALLY INVISIBLE. D. USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR WORK:REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE - -12, VERIFY THAT FRAMES TO RECEIVE GLAZING ARE SQUARE AND TRUE,THAT PERIMETER DEFLECTS WILL BE REPAIRED BY THE SUBCONTRACTOR I A COORDINATE ALL REPLACEMENT AND REPAIR REQUIREMENTS WITH.LANDLORD'S WHERE.SCREWS DO NOT SHOW. ELECTRICAL OUTLETAND SWITCH PLATES;MECHANICAL DIFFUSSERS,GRILLES, - . I-CLEARANCES ARE SUFFICIENT TO PREVENT"POINT LOADING",AND THAT SURFACES Q CONSTRUCTION CRITERIA AND TENANTS COORDINATOR. E. SET FASTENERS FOR PUTTYING. ESCUTCHEONS,REGISTERS,SURFACE HARDWARE,FITTING,AND FASTENINGS PRIOR TO ARE CLEAN,DRY AND READY TO RECEIVE GLAZING MATERIALS. REMOVE ALL -GROUT RELEASE IS TO BE USED ON ALL COMPLETELY LE NG THE QUARRY TILE SAW-CUT CONCRETE ON GRADE WITH DIAMOND SAW JACKHAMMERING WILL NOT BE I F. WHERE SCREW ATTACHMENT REQUIRED,SPACE SCREWS AT EQUAL INTERVALS; COMMENCING THE WORK.STORE,CLEAN,AND REPLACE.UPON COMPLETION. PROTECTIVE COATING FROM FRAMING SURFACES. -ALL TILESURFACES ARE TO BE WIPED COMPLETELY CLEAN BY THE SUBCONTRACTOR AND PERMITTED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE LANDLORD AND JJ. SINK AND PUTTY IN FINISH WOOD SURFACES. 3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE 13. CENTER GLASS IN RABBETS AND POSITION SO AS TO MAINTAIN CLEARANCES ON ALL I LEFT FREE OF ANY HAZING,GROUT RESIDUE,FILMS,ETC. _ CUT INACCURATELY LOCATED STRAIGHT LINES AND BREAKOUT SECTIONS. FLOOR MAY BE G. ALLMEMBERS AND LINES LEVEL AND PLUMB. PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. SIDES,JNDOORS AND OUT,IN ACCORDANCE WITH FGMA RECOMMENDATIONS. SHIM AS - DR BY: CVi CORE DRILLED WHERE APPROPRIATE FOR INSTALLATION OF PIPES AND SIMILAR H. SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED,MARKED,OR DEFECTIVE AREAS. APPLY NO FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE REQUIRED TO POSITION AGAINST FIXED STOPS AND FRAME BARS. - 4.PAINTING: I. FINISH EXPOSED SURFACES SMOOTH,FREE FROM TOOL AND MACHINE MARKS. SATISFACTORY. 1 - 14. SET ALL EXTRUSIONS IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS.THEY ITEMS. COORDINATE ALL CORE LOCATIONS AND SLAB MODIFICATIONS WITH 4. FINISH WORK SHALL BE UNIFORM,OF APPROVED COLOR,SMOOTH AND FREE FROM r ALL LINES AND TRANSITIONS BETWEEN DIFFERENT COLORS ARE TO BE CRISP,STRAIGHT MIR: JJ LANDLORD'S STRUCTURAL ENGINEER.WHERE EXISTING PIPING AND OTHER SIMILAR J. EASE ALL EXPOSED WOOD EDGES 1/8"MINIMUM RADIUS � 1 SHALL BE LEVEL,FLUSH SQUARE PLUMB AND IN ALIGNMENT WITH OTHER WORK. AND LEVEL � - . ITEMS ARE UNDER EXISTING SLABS,EXERCISE CARE TO PROTECT FROM DAMAGE K. INSTALL FIRE RATED DOORS IN ACCORDANCE WITH REQUIREMENTS OF NATIONAL - RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND 15. UPON COMPLETION,REMOVE ALL EXCESS SEALANT AND MATERIALS FROM SURFACES; EXERCISE CARE WHEN CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO FIRE PROTECTION ASSOCIATION(NFPA)RECOMMENDATIONS. - CLEAN.WHEREHIGH GLOSS ENAMEL IS USED,LIGHTLY SAND UNDERCOAT TO OBTAIN WASH AND CLEAN ALL GLASS FRAMING MEMBERS. - -A TINTED GRIPPING PRIMER IS TO BE USED ON THE DOOR FRAMES STARIEC/ 2007853063 WALLS IF DAMAGED,REPAIR AS REQUIRED TO ORIGINAL CONDITION. DO NOT CUT L. NON-COMB. FIRE TREATED WOOD BEARING FACTORY IMPREGNATED STAMP SHALL A SMOOTH FINISH 16. WHERE ALUMINUM ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR -ALL SURFACES ARE TO RECEIVE(1)COAT OF PRIMER SUSPENDED SLAB EXCEPT AS NOTED ON DRAWINGS. FIRE RETARDANT TREATED UNLESS NOTED OTHERWISE. 5. PROVIDEALL NEWLY PAINTED SURFACES WITH(1)COAT TINTED PRIMERAND(2) MATERIALS,PROVIDE CONTACT SURFACES WITH COATING OFAN IMPROVED ZINC -THE TOP EDGE OF THE TILE IS TO BE CAULKED TIGHT WITH A CONTINUOUS BEAD BEFORE COATS FINAL COLOR COAT TO ACHIEVE UNIFORM FINISH. PAINTING 4. DOORS AND FRAMES: IF DOORS AND FRAMES ARE TO BE REUSED ON THE WORK, BE USED FOR ALL WOOD FRAMING MEMBERS OF EXPOSED WOOD FINISHES TO.BE CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS THAN 1.0 MIL DRY FILM - "C 6. DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING THE - .THICKNESS. Il$ff THE DOOR INISHED BARE TO AVOID DAMAGEVOREMOVE HARDWARE, LEAN REFURBISH,AND STORE I FORCING _ I -BOT"'HE TOPS AND JBOTTOM OF THE DOORSAMBS/FRAMES MUST BE ARE TO BE FINISHED MANUFACTURER'S LABEL AND SHOWING PAINT TYPE,SHEEN AND COLOR. p /� (� 'dry A REINSTALLATION WHERE INDICATED FOR DOORS AND FRAMES TO BE SALVAGED, -THE TOP SURFACE OF EVERYTHING(I.E.SHELF AT BULKHEAD)IS TO BE FINISHED. SPECIFICATIONS 1 IONS CAREFULLY REMOVE FROM OPENING AND DELIVER FOR STORAGE WHERE INDICATED. SP- 101 i 1.03 I I =J 1.06 a i i I I —r 1.04 Mr'r� 11vij J°IIJVs 1933 I I I I �y\ \v� 0a-i- ' iLMD�Ia6t, I 1 1 \\ I II 1.06 \\\\ i 1 L 1 _1.04 i I ——————————1T -, L-------I rTrLI II JIMMY I 1 V L----------- I I JOHN'S M07 #1773 I 11681 SW PACIFIC HWY I I 11GARD, OR 97223 i` i i i i III 11i I I II 1.05 r------------- 1 Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 ------� i I --' - Seattle, WA 98101 ry 1 Tel. 206.770.7779 a I ; 1.02 Fax. 206.770.5941 l www.stantec.com I Copyright Reserved l I The Contractor shall verify I� and be responsible for all dimensions. DO NOT q I I 1.01 1.08 T: scale the drawing — any I errors or omissions shall Ir I I be reported to Stantec 1.06 I without delay. The 1 I Copyrights to all designs and drawings are the I I 1 1T property of Stantec. Ij j I Reproduction or use for 1 I any purpose other than -1 r__� that authorized by Stontec is forbidden. �' A 1.01 DEMOLISH INTERIOR PER NOTES ON THIS PAGE �`R pe 1.02 EXISTING STOREFRONT TO REMAW,TYP. I I 1 � GARY M. I 1.03 PERMANENTLY CLOSE AND BOLT DOOR.REMOVE HARDWARE AS REQUIRED AND SEAL I `r--»� i SEMLING 1.04 REMOVE EXISTING COOLER/fREEZER I I I C 1 1.05 REMOVE EXISTING HOT WATER HEATER 1.06 REMOVE EXISTING COUNTERS/IFIXTURESAOUIPMENT S RA L. 1.07 REMOVE EXISTING WALLS, I L----------- 1.08 CAPI'REMOVE ANY UNUSED PLUMBINGALECTRICAL AS REQUIRED L-------------------------' w,KEYNOTES v NONE iam 20061122 ± 1.02 EX P. JUN 3 0 2 4 tl MILESTONE/ REVISIONS 2014.01.21 JJ RENEW SET 12014.0203 REVISION pt 1.02 12 2014.02.12 REVISION y2 02014.02.19 REVISION r3 12014.0225 REVISION#4 12014.03.04 REVISION#5 A2014.03.12 PERMIT SUBMITTAL A A NOTE: DR. BY: CNS NO STRUCTURAL WALLS MAY BE DEMOLISHED AS PART OF THIS APPR•: JJ PERMIT STANTEC 111 2007853063 I. CONTRACTOR SHALL FIELD VBFY All EXISTING CONDITIONS AND DIMENSIONS.DIMEDIATELY NOTIFY JMMY JOHNS 3 ARCHITECT IN WRITING OFANY DISCREPANCIES. 2. REMOVE ALL EXISTING INTERIOR PARTITION WALLS.REMOVE ANY EXISTING WALL COVERINGS ON DEMISNG WALLS AND DEMOLITION RENNISH WALL SURFACES TO LIKE NEW CONDITION. 3. DEMOLISH EXISING CEILINGS. 4. DEMOLISH EASING INTERIOR DOORS. PLAN 5. CAP AND DEMOLISH EXISTING PLUMBING FIXTURES AND LINES NOT USED IN NEW CONSTRUCTION. 6. CONTRACTOR SHALL SHALL OBTAIN AND SUBMIT ASBESTOS SURVEY FOR DEMOLITION PERMIT. n NOTES n FLOOR PLAN A- 001 Nt?IE ••r 20061122 ' " 1�4'•1—O••r„ ccb 22 EXISTING COLUMN TO REMAIN WALL CEILING ACCESS ABOVE HWH.GC TO ADJUST 2X2 FRA ,EXTEND ING FROM CEILING HEIGHT IN ORDER TO PROPERLY SLAB I OI IOM OF EXI 1 G ROOF DECK COORDINATE REQUIRED PIPING CONNECTIONS. SEE OR 14/A-102F SSC `4a^T EXISTING WALL. PATCH & REPAIR AS REQUIRED. WATER HEATER WEIGHT FULL OF MAINTAIN ANY EXISTING RATINGS. 2X2 LATE EADER,PROVIDE WATER APPROX.900 POUNDS EXTERIOR WALL. 6" x 18 go. METAL STUDS AT TAIL LOCKING AT 4'-0'O.C. WATER HEATER SHALL BE STRAPPED AND 16".O.C. W/ PLYWOOD SHEATHING ON EXTERIOR BOLTED IN PLACE PER THE SIDE. PROVIDE 5/8" GWB ON INTERIOR SIDE. MANUFACTURERS RECOMMENDATIONS STRAP SEE STRUCTURAL DRAWINGS FOR WALL -- - 5 SUM BOARD CONNECTION SHALL BE ABLE TO RESIST A SHEATHING THICKNESS.- 200 LB.HORIZ.SEISMIC LOAD: CERAMIC TILE AS OCCURS HOT WATER HEATER PLATFORM CONSTRUCTION:14 GA 3 5/8"METAL STUDS (2) HOUR.FIRE RATED.WALL. LANDLORD'S 19_3 1 2' CONTRACTOR TO PROVIDE 6' x 18:go. METAL / ®72'O.C.TO 6'-0'A.F.F..&SPAN 14 GA STUD AT 16" O.C. FROM S-AB TO ROOF. (2) 6'METAL JOISTS ACROSS WALLS.3/4` PLYWOOD SCREWED TO V METAL JOISTS AT LAYERS 5/8" GWB ON JIMMY JOHN'S SIDE. ILANDLORD MUST COORDINATE OTHER WALL SIDE 10°O.C.PROVIDE F.R.P.ON All SIDES OF FINISH WITH EXISTING/FUTURE TENANT. TAPE & I PLATFORM INCLUDING THE TOP. _ - SPACKLE ALL VOIDS AND PENETRATIONS TO rXI<1\ BOLT REAR ANGLES TO WALL OBTAIN (2) HOUR FIRE RATING PER UL- DESIGN - -- -- --HEAVY DUTY MOP RACK �/U411. FILL EACH CAVITY WITH SOUND BATT INSULATION. .A" -'' HALF WALL PER PLANTYP ALL ..,,•• ' WALL 6" x 20 go. METAL STUDS AT 16" O.C. W/ FAUCET 5/8" GWB ON EACH EXPOSED SIDE(S). - ''�- RILL HEIGHT 2 WING WALL BEYOND - BACK PARTITIONS A-801 MOP SINK -- SOFFIT AT 8'-4 7/8" A.F.F. ABOVE COUNTER NOTE- SEE DETAIL 16/A-103 FOR BALANCE - EXISTING FLOOR SLAG UNLESS OTHERWISE NOTED. ! ROOM M OF WALL CONSTRUCDON - WALL 3 5/8" x 20 go. METAL STUD AT 16" O.C. " 1O2 - T-6. F-I ' W/ 5/8" GWB ON EXPOSED SIDE(S). DAG n COLUMN FURRING n WATER HEATER MOUNTING yrs A ID 3/4. LQ 130rdY 10jWjV' 200G1122 1�4 1'-O�JJS001 20061122 �j / / FURRING WALL 2 1/2" x 20 go. METAL STUD ATki, - 16" O.C. W/ 5/8" GWB ON EXPOSED SIDE(S). --� 16/C y T - \ 2 A- 03 DOOR LEGEND 0 0 0 0 0 0 0 42" HALF WALL 3 5/8" x 20 go. METAL STUD A-101 AT 24" O.C. W/ 5/8" GWB ON BOTH SIDES 1 L2 M:� (\prt O/ ' �i� I °poKu"am'uasss TOPPED W/ 7" COUNTER. I ^ \\ I A 1501 PARTITION 3 5/8" x 14 ga. METAL STUDS AT PROVIDE 6'STUD 0 ELECTRICAL PANEL WALL TO I6 3 1/2' I �p 12" O.C. w/ 5/8" GWB ON EACH SIDE. SEE BE FLUSH ON PREP SIDE OF WALL. CONTRACTOR y_y �c ti I M SI HEIGHT F E T INERIOR ELEVATIONS OR . - , I SHALL VERIFY THAT SUFFICIENT DEPTH WILL BE -- -•� I/ " \ PROVIDED TO MOUNT ELECTRICAL PANEL RUSH I -��.3.4- R/ -------------- FINISH EOG_ OF WALL WITH WALL SURFACE. JIMMY NEW DOOR EXISTING DOOR TO DOOR TO BE REMOVED MANUFACTURER PANEL, BY COOLER O REMAIN - JOHN'S GENERAL NOTES: _ _ C I Y I ; / -_ -' - '-0 1 ° 1. #1773 1. MIN 20 ga. METAL STUDS REQUIRED (MUST PROVIDE DIAGONAL CROSS - g I ( I I 3 °l DOOR TYPES BRACING FOR WALLS OVER 16'-0" ® 4'-0" O.C. SECURED TO I I--- 1I i 1.0!? (� I 11681 SW PACIFIC 23 STRUCTURE ABOVE ON DROP CEILING SIDE) o i \ I - - -I ( � -AGARD, OR 97213Hyy� 2. ALL FRAMING TO CONTINUE TO BOTTOM OF ROOF/DECK: MUST BE <: L_ J BRACED TO THE..STRUCTURE ABOVE AS REQUIRED BY CODE. L i I ' �L 1• -ALL INTERIOR DOORS TO BE SOLID CORE.WOOD DOORS TO BE BIRCH - 3. USE MOLD RESISTANT-GYP. BOARD FOR ALL;.RESTROOM, KITCHEN/BOH, - : - - i - -^'R \ 3-1 1/4 _. ACCESSIBLE VENEER(ALT.-OAK VENEER) & MOP SINK'WALLS. PANIC RESTROOM: 2. .ALL HARDWARE SHALL BE BRUSHED ALUMINUM. 4. REFER TO.SHEET A-3.FOR SCHEDULED'FINISHES: l `.i ) V 10 ; HARDWARE - -- SIGNAGE 1 0. 0 REMAIN: PORCELAIN TILE.OR 3., FN1RY/E%IT,DOORS TOHAVESIGN THIS DOOR T RE A UNLOCKED (INSIDE „ 1 1 - -:WRING BUSINESS HOURS POSTED 3/16 SUBWAY TILE AND ., ` _ • aF.STORE „ 1 1 2 COVE.BASE OR BRICK VENEER OR COVE BASE _ _- l ' 4. DOOR HARDWARE',SHALL BE OPERABLE WITHOUT THE USE OF A KEY,. 5. ALL FRAMING.AND GYP.::BOARD•MUST EXTEND TO ROOF/DECK ON 1:f � _ I - a: " _ 6, a.. 1. SPECIAL KNOWLEDGE,OR EFFORT FROM THE-SIDE OFEGRESS EXTERIOR..& DEMISING WALLS. '�• � I _-.. o tt!! ya 5.., DOOR OPENING FORCE SHALL;NOT EXCEED 5:LIES. :. -.. „ :.: � ,., b 6 ALL DOOR OPERATING HARDWARE SHALL BE MOUNTED AT"387AFF:. Ir'f. 4 N 16 ---u1 .. t 7: DOOR HARDWARE MUST BE,OPERABLE BY A:SINGLE HAND WITHOUT TIGHT 1' GRASPING,"TIGHT PINCHING OR TWISTING. T B. r INDICATES TEMPERED GLASS. I I I IY 9. ALL HOLLOW METAL FRAMES TO BE 2"WELDED FRAMES. Q WALL TYPE LEGEND j C I I� i Stantec U NCE JM29 20061122 I� SEE DETAIL 14/A-801: DOOR TYPE'1• DOOR TYPE"2' DOOR TYPE 3" oil] FOR SIGNAGE NOTES. I - X I �1 FCK � i I Stantec Architecture Inc GDLr---7--J FRO,?F&2 I I T932 First Avenue I I I' . .. r ........ L..... Suite 307 8101 HARDWARE TYPES Tel. 2 .7 0.777 I I 11 I Tel. 206:770.7779 M I L-=-- ----� Fax. 206.770.5941 )ROUP`A° GROUP B (VERIFY ALL EXIST NG) �� ( � 1.07 wwwstantec.com 1 1/2) PAIR HAGER HINGESBB1279,41/2 x 41/2(US26D FIN.) (1) LOCKSET-SINGLE CYLINDER DEAD BOLT SECURITY LOCK W/THUMB TURN BY U-CHANGE INDUSTRIES DOOR ,OdSN i 3-9 _JIt Copyright Reserved 1) SCHLAGE ND40S SPARTA LEVER HANDLED PRIVACY LOCK(US26D) (1) CLOSER-AUTOMATIC CORRIN-RUSSW1N DC2200 SERIES X 693 1 LCN SUPER SM001HEE DOOR CLOSER SERIES 4041 HINGE SIDE MW US26D FIN. (1 PULL-STYLE G2 BLACK FOR KAWNETR DOORS OR SIMILAR T - -- The Contractor shall verify ( t ) ) FOF SOFFlT WALL TO Q VES DOOR STOP X60(CASTand be responsible for all ALUM.FIN.) HINGES-TOP,BOTTOM&STANDARD INTERMEDIATE OFFSET PIVOTS I I ALIGN VERTICALLY dimensions. NOT '2) 6"x34`-BALDWIN BRUSHED STAINLESS STEEL KICK PLATES US26D BOTH SIDES ALL HARDWARE I'0 HAVE A US26D FINISH ( ) ;I I W/CABINET MILLWORK scale the drawing any �- (FOF 0 HALF WALL) errors or omissions sholl BELOW be reported to Stantec 2'_10 3/4' --_ without delay. The _ I `• Copyrights to all designs . and drawings ore the j II f PREP I s {_„ Property of Stantec. -' Reproduction or use for 101 � any purpose other than J that outhorized by Stantec is forbidden. 1.01 SOFFIT OVERHEAD D 1.02 ADA RESTROOM SIGNAGE,SEE DETAIL 14/A-801 BREAD03 NOT USED 1. II 1.01 C{kfSO I �,4�. A�t�. 104 DEMISING WALLS PROVIDED BY LANDLORD,CONTRACTOR TO VERIFY EXISTING DIMENSIONS I ti� GARY M. 1.05 ADD HEADER ABOVE EVERY STOREFRONT WINDOW IF BOXES CAN NOT BE RECESSED IN THE EXISTING WALL. ALL '` ~ 107 CSI SEMLING JUNCTION BOXES AND CONDUITS MUST BE WITHIN WALL SO A FLUSH AND SMOOTH DRYWALL FINISH CAN BE ACHIEVED. 3_11 I'ALIGN 8'_6• A II� LIC#5972 : IF HEADER IS REQUIRED;FURR WALL ABOVE EVERY STOREFRONT WINDOW WITH 5/8"GYP.BD.ON 3 5/8"METAL,STUDS- - MILLWORK SO BOXES.AND CONDUITS CAN BE RECESSED.BOTTOM OF HEADER IS TO AMGN WITH TOP OF STOREFRONT. 1.06 BOOIHTLATFORM.SEE DETAILS SHEET A103.1 DOOR SCHED 1� 1.07 ,WALL FURRING:AT SILL AND BULKHEAD ONLY.DO NOT FURR OVER WINDOWS. ^ B A 1 E�2 D I f� J1d1�.vV KEYNOTES / O ( o ' PATH OF TRAVEL 0_07 ..:. . ` -1 EYN TES �� { ° : IN �;3 .�..,� : ,'-s` EXP. JUN 3 0 14 SIZE DETAIL NM . 20061122 OTYPE FRAME HARDWARE MATERIAL FRAME DOOR NOTES.- C --- I WIDTH HEIGHT THICKNESS HEAD JAMB SILL / MILESTONE/REVISIONS 1 2(EXIST) ALUM.(EXISTING) B(EXISTING) ALUM/GLASS(EXISTING) EXIST. EXIST EXIST. - - -. ALUM.(EASING) 2,,B,9 201401.21 JJ RENEW SET 2 1 H.M: A SOLID CORE WOOD T-0" 7-O' 1 3/4" 3/A-801 8/A-801 - PTI/PL3 1,2,3,6,TD 1.05 3 1 HM.. A SOLD CORE WOOD 3'-0' T=0'. 1 3/4' 3/A-801 8/A-801 - PT1/PL3 1,2,3,6,10,11 M v DINING I "' , 2014.02.03 REVISION#1 I 1. CONTRACTOI SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. IMMEDIATELY NOTIFY JIMMY JOHNS& too �2 2014.02.12 REVISION#2 ARCHITECT IN WRITING OF ANY DISCREPANCIES. 2 VERIFY LAYOUT OF ALL:INTERIORPARTITIONS PRIOR TO FRAMING.NOTIFY ARCHITECT IMMEDIATELY FOR AL1 3Q2014.02.19 REVISION/3 DISCREPANCIES 3. CC TO PROVIDE DEMISING WALL FULL HEIGHT GWB AS REQUIRED TO COMPLETE T.I.SCOPE OF WORK. `" ®2014.02.25 REVISION/4 4. CONTRACTOR TO INCLUDE/COORDINATE ALL REQUIRED SAWCUTTING IF REQUIRED FOR NEW EQUIPMENT/PLUMBING T-3' &2014.03.04 REVISION#5 INSTALLATIONS.ALL NEW CONCRETE/SUBFLOORING SHALL MATCH EXISSING. - 5. CONTRACTOR TO PROVIDE CIRCUITS FOR STOREFRONT SIGNS-COORDINATE WITH SIGNAGE SHOP DRAWINGS. 11' 18'-4' Q2014.03.12 PERMIT SUBMITTAL 6.. ALL FRAMING DIMENSIONS ARE FACE OF STUD TO FACE OF SND UNLESS NOTED OTHERWISE. 7. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS ON THE CONSTRUCTION DOCUMENTS.DO NOT -111 Vl 0 SCALE, Q 8. REFER TO SCHEDULE THIS SHEET FOR DOOR SCHEDULE AND TYPES. 9. ALL EXTERIOR GLAZING IS,EXISTING UNLESS NOTED OTE. NOTES 10. REFER TO SHEET A-104 FOR EQUIPMENT&SCHEDULES 1. PROVIDE WOOO'BLOCKING FOR DOOR STOPS, 11. SEE SHEET T-102 FOR LEGENDS AND ABBREVIATIONS: 0%BY CVH 2. CLOSER TO BE MOUNTED ON DOOR,NOT FRAME.CLOSER TYPE TO BE 180' 12 IF REWIRED BY LANDLORD,FIRE OFFICIALS OR OTHER AUTHORITIES IN JURISDICTION,TENANT ELECTRICAL CONTRACTOR OPENING. SHALL FURNISH AND INSTALL A COMPLETE FIRE/SMOKE DETECTION AND ALARM SIGNALING SYSTEM,DESIGNED AND 3. PANT DOOR FRAME PT-1. INSTALLED IN,TOTAL CONFORMANCE WITH APPLICABLE CODES APPR.: JJ 4. REPLACE EXISTING HARDWARE 1WTH NEW. 5. PAINT DOOR&FRAME PT-1. THE SYSTEM SHALL INCLUDE,BUT NOT NECESSARILY BE LIMITED TO,THE FOLLOWING STANTEC# 2007853063 6. PAINT FRAME PT-1,DOORS TO RECEIVE PL-3 RED LAMINATE ON BOTH A. AREA SMOKE DETECTORS SIDES AND EDGES B. DUCT DETECTOR(S)IN HVAC UNIT(S) 7. EXTERIOR SIDE OF DOOR 10 BE PAINTED TO MATCH EXISTING ADJACENT C. AUDIBLE AND VISUAL ANNUNCIATORS. SURFACE D. SPRINKLER FLOW AND VALVE TROUBLE ALARMS. 8. G.C.TO VERIFY CONDITION OF EXISTING HARDWARE.COORDINATE D. ZONE ADAPTER MODULE(ZAM). WHERE APPUCABLE. FLOOR REPLACEMENT WITH OWNER E MANUAL PULL STATIONS AT ALL EXITS. 9. C.C.TO VERIFY IF EXISTING DOOR CAN BE REFlNISHED PER JA FINISH EGRESS NOTE: GC TO VERIFY ALL DIMENSIONS AT WITHIN EXISTING SPACE PRIOR TO INSTALLING PLAN SPECIFICATIONS,REPLACE IF REWIRED. EGRESS DOORS SHALL.BE READILY OPENABLE PARTITIONS/W'ALLS.ANY DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF WHERE BUILDING/SHOPPING CENTER IS EQUIPPED WITH A CENTRAL FIRE ALARM SYSTEM,TENANT'S ALARM SYSTEM 10. DOOR CLOSURES MUST NOT BE SEEN FROM THE DINING SIDE. FROM THE EGRESS SIDE W/O THE USE OF A SHALL BE OF SAME MANUFACTURER AND TYPE,AND SHALL BE PROVIDED WITH ALL REWIRED INTERFACE DEVICES, THE ARCHITECT TO DETERMINE REVISED DIMENSIONING OF INTERIOR. 11. PROVIDE 180 DEGREE CLOSER KEY OR SPECIAL KNOWLEDGE OR EFFORT WIRING AS REWIRED. T n DOOR AND HARDWARE SCHEDULE I�NOTES 9 FLOOR PLAN A- 101 Pv NONE 20061122 � v NOPE *"4p 20061122 r v 1�4'�1'-TP"+wa 20061122 1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IMMEDIATELY NOTIFY JIMMY JOHNS&ARCHITECT IN WRITING OF / CEILING AS SCHEDULED ANY DISCREPANCIES 2. CC TO PROVIDE DEMISING WALL FULL HEIGHT GWB AS REQUIRED TO COMPLETE LL SCOPE OF WORK. ® SECURITY CAMERA SPEAKER 3. GC TO SITE VERIFY ALL EXISTING CONDITIONS,CLEAR HEIGHTS,REWIRED DEMOUTION AND CONCRETE SLAB/SUBFLOORINC / PRIOR TO BID.NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR FAILURE i0 PROPERLY INCLUDE ALL COSTS/ B.O. CEILINGgk CEILINGC FIXTURE PRICING FOR T.I.SCOPE OF WORK. 4. ALL DIMENSIONS ARE To FACE OF FINISH UNLESS NOTED OTHERWISE ELEV. AS SCHEDULED - 5. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS ON THE CONSTRUCTION DOCUMENTS.DO NOT SCALE. VERTICAL ATC,PROVIDE HOLD ® 2 X 2 FLUORESCENT 6. ALL LIGHTS IN FOOD PREPARATION AREAS,COOLERS,FREEZERS,STCRAGE AND BACK ROOMS ARE TO BE SHIELDED. DORM ALPS AS REWIRED ® 3 5 8 METAL STUD FRAMING 7. ALL EXTERIOR GLAZING IS EXISTING UNLESS NOTED OTHERWISE: I_� /° 8. SEE SHEET A-104 FOR FIXTURE SCHEDULE. 2 X 4 FLUORESCENT 16"O.C.FASTENED TO EXISTING S. SEE SHEET A-103 FOR FINISH SCHEDULE STRUCTURE ABOVE ACDUSIICAL CEILING TILE SET 10. SEE DETAIL ll/A-801 FOR SUSPENDED CEILING DETAILS COO ER/FREEZER 2 K 4 FLUORESCENT(NIGHT LIGHT) VERTICALLY AT RAISED COUNG 11.. IF REQUIRED BY LANDLORD,FIRE OFFICIALS OR OTHER AUTHORITIES IN JURISDICTION,TENANT ELECTRICAL CONTRACTOR O SOFFIT DOWNLIGHTING SHALL FURNISH AND INSTALL A COMPLETL rIRL/SMOKE DETECTION AND ALARM SIGNALING SYSTEM,DESIGNED AND - NSTALLED=IN.TOTAL CONFORMANCE W11H APPLICABLE CODES D COOLER AND FREEZER NOTES: TRACK LIGHTING as OW6 . - dll FREEZER& C E NO CEILING TILE ABOVE WALK + THE SYSTEM SHALL INCLUDE,BUT NOT NECESSARILY BE LIMITED TO,THE FOLLOWING; COOLER, A.AREA SMOKE DETECTORS -FREEZER HEIGHT IS 8'-6°AF.F.`VERIFY LDWALL MOUNTED BATHROOM SCONCE a +N o A S ` RAISED SUSPENDED ACOUSTICAL B..DUCT DETECTOR(S)IN HVAC UNIT(S) CEILING HEIGHT TO BE A MINIMUM OF 11'-6' / CEILING . C.AUDIBLE AND VISUAL ANNUNCIATORS. A.F.F.(CLEAR SPACE)TO ACCOMMODATE A < WT-1 ON 5/8"GYP BD D.SPRINKLER FLOW AND VALVE TROUBLE ALARMS., E.ZONE ADAPTER MODULE(ZAM).WHERE APPLICABLE. TOP MOUNTED COMPRESSOR UNIT. COLING rAN F.MANUAL PULL STATIONS AT ALL EXITS. -REMOTE UNITS REWIRE A MIN-9'-0`AFF WATER HEATER ON RAISED SHELF (9 (CLEAR SPACE). ETC. BATTERY BACKUP WITH REMOTE HEADS.REFER ELEC.SHEETS , . 11110"-6 WHERE BUILDING/SHOPPING CENTER IS EQUIPPED WITH A CENTRAL FIRE ALARM SYSTEM,TENANT'S ALARM SYSTEM SHALL -VERIFY THAT CEILING IS CLEAR.OF DUCTS, BE OF SAME MANUFACTURER AND TYPE,AND SHALL BE PROVIDED WITH ALL REWIRED INTERFACE DEVICES,WIRING AS BEAMS, EXIT LIGHT WITH EMERGENCY BATTERY BACKUP UGHMNG,REFER EIEC.SHEETS REQUIRED: -RETURN GRID TO TC'OF BOXES&INSTALL � �S 12. ALL LGHTS IN FOOD PREPARATION AREAS,STOCK AREA COOLER AND FREEZERS ARE TO BE SHIELDED GRID W/TILES FOR ENCLOSURE PANELS, WF-1 ON 5/8°GYP BD 13. G.C.TO VERIFY CONSTRUCTION TYPE PRIOR TO START OF NEW WORK CONTACT ARCHITECT/ENGINEER CUPS TO HOLD IN PLACE.CAULK EMERGENCY 8ATTERY BACKUP LIGHTING,REFER ELEC.SHEETSNEER FOR APPROPRIATE BOTTOM EDGE TO FREEZER. INSTALL MANUF. SUSPENDED ACOUSTICAL CEILING CONSTRUCTION IF EXISTING STRUCTURE DIFFERS FROM THAT SHOWN. SUGGESTED CLIPS PROVIDE EGG CRATE GRILLS ® EXIT SIGN WITH BATTERY BACKUP,REFER ELEC.SHEETS 14, BULKHEAD TRANSITION.SEE DETAIL 4/A102 OR EQUAL FOR ADEQUATE VENTILATION PER 15. SKRIM CEILING(SW'A)AXPOSED INSULATION IS NOT APPROVED. MANUF.SPECIFICATION. n NOTES 20061122 n CEIL�N� �SQTRA02 N�SI110N n CCOLINGJJLEGEND 6 22 n B ULKHEAD QbTRANSITION �CEILIN-0 ABOVE5 20061122 S067 200WATER HEATER 1� 11IT jo,KHs 61122 TYPE S SELF TAPPING 2 ° W=+ A)L'-in+ STEEL SCREWS 0 8'O.C. EDGES A-102 y� (2)110 1EK SCREWS® EA.STUD ' I 6"METAL STUD,CONT, ", SUSP. CEILINGj BETWEEN JOISTS - 10'-6 (2)1/2"FLAT WASHERS r. JIMMY / P3008 CHANNEL NUT -�. ,&.,w.;-4,--z. — —— — —— H N 3�"20 GA.CONT.METAL RUNNER TRACK J#1773 O "" '1 P1000 UNISTRUT,CONT. (2)110 TEK SCREWS 0 EA STUD �-BETWEEN JOIST'S AS BACK #1 7 7 3 / REQUIRED PROVIDE KICKERS As ROOM REWIRED IC 1R AS ro 102 S SP. C ILIN 11681 D, PACIFIC 3 STRUCTURE 48' 8_O WALL MOUNTED GARD, OR 97223 (2)y'FLAT WASHERS SEE 14/A-102 FOR�' 111114 o BATHROOM SCONCE (2)y`rNliTs CEILING ABOVE,WATER / ULKH AD (MOUNT AT 7'-0"), 3 5/8'METAL STUDS P3008 CHANNEL NUT /,;/ / HEATER 4 I TYP. FOR 6 16"'O.C. 2'-3". / — n o A 10 W R 14 2 0 ALL THREAD ROD ®48 O.C,MAX.'PROVIDEdFII I . _, i / ��, 3/4 LD.PVG PIPE , 8-0 FOF SOFFIT WALL TO ALIGN 316 EQ. ED.; WHITE 0 THREADED / /; VERTICALLY W CABINET ROD,TYP. / o / / W Ea EQ, MILLWORK ON DINING SIDE'. _ ;(FDF WALL)- Stantec (�.HALF BELOW P10 UN TRU.T T:BETWEEN JOT AS RE IREO. OMEN' ' + oo Is CONT.B N s W a RR Stantec Architecture Inc DINING + PREP, ALIGN LIGHTING 3 5/8'METAL STUDS. AREA ` AREA ,% —' 3x 3xy STEEL ANGLE CONT.BETWEEN JOISTS. CD3 BLE $93te 307.Ave W FIXTURES WITH TA 16"D.C. \ + ` CI P' Seattle, 'WA 98101 - FIXTURES, TY ! r-------i Tel. 206.770.7779 % % 3%°20 GA.MTL STUD DIAG.BRACING®48'.O.C. X ` '/ i SECURED TO STRUCTURE ABOVE 11 www.stantec.com J941 GWB SECURED WITH PHOSPHATE COATED 1 y' A-801 M NEEDLE PT.DRYWALL SCREWS 8 O.C.0 EDGES&12" B. CFF(T (( I/ I I � Copyright Reserved O.C.0 INTERMEDIATE STUDS. TAPE AND COMPOUND 5/8"GYP.BD.(JOINTS ` OVER JOINTS AND SCREW HEADS(TYP.) $ 4 I L-= - --U I� and beThe ar responsible or llfo verify all ORIENTED VERTICALLY \ / �-- ----7 dimensions. DO NOT / ' 3'%"20 GA MT STUDS 016'O.C. o scale the drawin - an - - AND STAGGERED FROM � - � / � 8 t � _ 9 Y OPPOSITE FACE).TAPE ` /� // OFF t I t S errors or omissions.shall / - I 1 :be reported to Stantec AND COMPOUND OVER }�'0 ALL THREADED ROD 0 48"O.C.MAX.-COORDINATE 1 -O. \ JOINTS AN SCREW HEADS ` / without delay. The FINISH AS SCHEDULED i i W/LIGHT FIXTURE LAYOUT I I Copyrights to oil designs / - I I and drawings are the L_ ---J - property of Stantec. v' 3 g"20 GA CONT METAL RUNNER TRACK --- Reproduction or use for VINYL CLAD GYPSUM - ' 'o any purpose other than BOARD CEILING PANELS ADD HEADER ABOVE EVERY that authorized by Stantec. ENTIRE AREA OF INNER COVE BEHIND Y MENUBOARD To BE PAINTED BLACK. 14 STOREFRONT WINDOW IF is forbidden. -102 BOXES CAN NOT BE p PROVIDE 3q'I.D.PUC PIPE(WHITE)0 THREADED ROD RECESSED IN THE EXISTING ��'� (�•) ( 0 �I WALL. ALL JUNCTION M' �r� 1 �.4 SEM 1 es 0 BOXES AND CONDUITS N INSIDE FACE G COVE TO BE PAINTED PF-D6 SUSP. CEILIN MUST BE WITHIN WALL SO LIC#5972 y PT-1 +. + 3/4"FINISH PLYWOOD GWB SECURED WITH PHOSPHATE COATED 1�' 11'_O] vI -Q A FLUSH AND SMOOTH to S 4 RAFAEL, (JOINTS ORIENTED NEEDLE PT.DRYWALL SCREWS B"D.C.AND &12' \ O.C;Q INTERMEDIATE STUDS. TAPE AND COIdPOUND II/ DRYWALL FINISH CAN BE VERTICALLY AND OVER JOINTS AND SCREW,HEADS(TYP.) ACHIEVED. IF HEADER :S .STAGGERED FROM N •. OPPOSITE FACE) as somY PREP REQUIRED, FURR.WALL JUN 3 0 2014 EXP. 101 0 ABOVE EVERY STOREFRONT Ct ^._ --'Y WINDOW WITH 5/8'" GYP. r -"--7 IrIIIESTONE/REUI310NS - z 1/2"20 GA.METAL I BD. ON:3 5/8°.METAL . . JJ REVIEW SET STUDS®16'D.C. CEILING TILE EXTENDS _ M zma o1 zr TO BACK FACE OF SOFFIT O ST QQ 2014.0203 REVISION#1 UOS SO BOXES AND 3%"20 GA.CONT:METAL RUNNER TRACK ' CONDUITS CAN BE 1'-B RECESSED. BOTTOM OF 02 2Q1a.ozlz REVISION#2 PT-1 HEADER TO ALIGN WITH Q3 2014.02.19 REVISION y3 DINING PREP ` . MENU BOARD G.C.TO PROVIDE BLOCKING AS REWIRED, �- . _ 1-1/2)(2'CONT. \' TOP OF STOREFRONT: / ( ,-, ; ®2014.02.25 REVISION/4 (TYP) -, AREA AREA STAINLESS STEEL \t soFFlr BevoNO ALL GWB CEILING TO BE PAINTED' 3'-1" 8'-6' REMOVE BULKHEAD IF ANGLE CORNER WARD, �— { QS 2014.03.04 REVISION y5 PaovDEo BY KEG. _ e -�I I OUTLETS CAN BE RECESSED 2 1/2"20 GA METAL STUDS D 16'O.C. PT 2. / Q2014.03.12 PERMIT SUBMITTAL 16 a-s" IN'EXISTING CONSTRUCTION. 2X4 WOOD BLOCKING AS A-102 0 .. - REWIRED 3/4'PLYWOOD 18 GA,CONT.CUP 2"x 1 1/2',CONT.SS ANGLE CORNER WARD, ANGLE,TYP. 2"SIDE OF GUARD TO BE ON TOP SURFACE. i 2 1/2'FLAT WASHERS& !\. 4'-0 Ile 2 11 t 14^ - --T 3/4" 4'-0 1/4' �� UR BY' CVH (2)1/2'NUTS `' 20 GA.CONT.CUP ANGLE(TYP.) �1 n --- _."} DININ APPR: JJ 2 1/2"20 GA.METAL + + STUDS a 16°O.C. 2x4 WOOD BLOCKING AS REQUIRED �. D CK4VERIFY 1 OO STANTEC# 2007853063 r6>0 AP ROX. T -3 DOYMLIG HTING.SEE PLAN FOR LOCATIONS. _ + — ,TT,ter,,JJ _... REFLECTED . .. . � n.a.�T�. �. . . .. &o. CEILING e-,15 a-4 .0. TRUSS STRUCTURE PLAN 20 GA.CONT.CLIP ANGLE(TYP.). APPROX. 12'-6" - 3'-0' (2)y'FLAT WASHFRS&(2)y'NUTS. 2 1/2 20 GA.METAL STUDS ®16`O.C. n 1 O SECTION SIDE OF SOFFIT n SECTION ® FRONT OF SOFFIT n REFLECTED CEILING PLAN 16 1 1/2' 1'-O' JJS003 20061122 v 1 1/2"-1-d' JJS003 20061122 r 1/4-1'-0'*****' 20061122 WALL TILE EXTENDS ul TO CEILING 5/8"GYP.BOARD(PLANT AS REQUIRED) SF.1 7" COM:D.(T OF SEALANT AT TILE TO 5/8"GYP.BOARD(PAINT \ GYP.BD.(ttP.) PREP 1" DINING It CERAMIC TILE-SEE SHEET A-103 FOR AS REQ'D) I? COLORS F.RP 3/4'AC PLY N 1 1/2'HOLES BULLNOSE'HILL AT TOP ROW FOR ELECTRICAL PL-3 (t z m5/8' , 5 8"WATER RESISTANT 5 8'WATER RESISTANT GYP.BD:,ASTM C36 OR C630 / w GYP.BD.,ASTM C36 OR PL 4 z ; 5/8"WATER RESISTANT GYP.BE.,ASTM C36 OR c: W DINING RM..AND CEMENT BACKER 6D.UP 12'IN 5/8"GIP.6D. C630 IN DINING RM.AND.. 3 1/2 z C630 AND CEMENT BACKER BD. UP 12'IN o WORK AREAS. CEMENT BACKER BD.UP - - �. -RESTROOM$:' z 12"IN WORK AREAS AND 5" RESIROOMS. REMOVEABLE o PANEL 12 O �. i= CERAMIC TILE-SEE ELEVATIONS FOR COLORS FRP CLEAT ATTACHED w o TO REMOVABLE o SCHLtTTER SCHIENE TRANSITION TRIM g PANEL GROUT '1 I BETWEEN WALL BASE AND WALL TILE CERAMIC COVE BASE WB-1,PURITAN GRAY) PORCELAIN TILE-SEE SHEET A-3 JOINT WB-1 ( WB_1 CERAMIC COVE BASE HNSIALLED ON TOP OF WALL TILE(INTEGRAL t (WB-1,PURITAN GRAY) WB-1 CERAMIC WALL BASE FF_1 CU'TO COVE BASE BULLNOSE) (INTEGRAL COVE BASE FFA - FIT TIGHT AGNNST WALL HUNG TOILETS TILE BOOR FLOOR PER FINISH SCHEDULE �� FF-6 FINISHHED I TILE FLOOR PER FINISH SCHEDULE TILE FLOOR PER FINISH SCHEDULE TILE FLOOR PER FINISH n SCHEDULE 4 1/4' 3/4'AC PLY � " ,. °• " < r WALL TILE BASE (IN KITCHENS 2 WALL TILE BASE W 0 BRICK 3 WALL TILE BASE FRP 4 BASE TILE (� COUNTER n WALL TILE BASE (RESTROOM) �SMY ToN�,� 1 1/Y 1=d' JJS013 20061122 1 1/2' 1'-0' JJS015 20061122 1 1/2 1=U JJS050 20061122 1 1/2' 1=0' JJ5039 20061122 11/7-1=0 JJS051 2DOU1122 KEYNOTES NOTES Now" • d. 94op+ si YLYD�rt fOttl 1.01 NO FLOOR TILE UNDER WALK-IN FREEZER OR REFRIGERATOR,PROVIDE 2 COATS OF SEALANT TO ALL EXPOSED CONCRETE 1. ALL WALLS BEHIND MILLWORK SHALL HAVE FINAL WALL FINISH PRIOR TO INSTALLATION.ALL FLOORING FINISH MATERIAL 1.02 NO FLOOR TILE UNDER MOP SINK,PROVIDE 2 COATS OF SEALANT TO ALL EXPOSED CONCRETE SHALL BE INSTALLED AFTER MILLWORK INSTALLATION. 1.D3 OUTLINE OF MILLWORK COMPONENTS 2.. TOILETS,URINALS,HAND SINKS,3-COMPARTMENT&PREP SINKS,MOP BASIN AND PERMANENT COUNTERS AND CABINETS 1.01 1A1 1.04 GROUT IN ALL TILE AREAS(BOTH PREP AND DINING)SHALL BE FF3(TYP.),REFER TO FINISH SCHEDULE FOR ALL TILE MUST BE SEALED TO FLOORS/WALLS WITH A SILICON CAULK SEAL. 9 t. AND GROUT SPECIFICATIONS 3. COORDINATE WITH PLUMBING DRAWINGS FCR DIMENSIONED LOCATIONS OF FLOOR DRAINS,CLEANOUTS,ETC. 1.05 'SPOT'FLOOR GRAPHIC TILE.4 TILES, 4• ALL CABINETS(EXCEPT STAINLESS STEEL SODA CABINET)MUST BE INSTALLED ON SUBSURFACE PRIOR TO ALL TLf AND 1.06 SS END CAP,SEE DETAIL 1/A-801. EPDXY FLOORING INSTALLATION. 1.07 CENTER PRINTED FLOOR TLE ON TOILET 20'FROM WALL BEHIND TOILET TO EDGE OF PRINTED FLOOR TILE 5. WALL BASE TO BE INSTALLED ON ALL CABINETS EXCEPT SODA CABINET. LO7 JIMMY 1.08 'TASTY'FLOOR GRAPHIC TILE CENTERED IN FRONT OF DASANI COOLER.9 TILES.ALL OTHER TILES TO BE PLACED OFF OF 6. ALL FLOOR JOINTS AND QUARRY TILE JOINTS SHALL BE 3/16'. 3 THIS GRAPHIC Rif LOCATION. 7. BUIDOUT MANUAL INSTRUCTIONS TO BE REFERENCED WHEN LAYING OUT WALL AND FLOOR TILE. JOHN'S u n' c 1.09 SEE A-103.1 FOR PLATFORM DETAILS B. ALL DINING ROOM WALL TILES TO HAVE 1/8'GROUT JOINTS.ALL KITCHEN AND BATHROOM TILES TO BE BUTTED TIGHT _ J O H N'J 1.10 TRANSITION TO KITCHEN TILE TO BEGIN.FLOAT IF NECESSARY. THEN GROUTED. .e / 1.11 NO TILE UNDER DRIVE THRU COUNTER.COUNTER TO RECEIVE QUARRY BASE. 9. ALL OUTSIDE CORNERS OF WALL TILE AND BASE IN THE CUSTOMER AREA MUST RECEIVE BULLNOSE. 1 02 10. ALL CABINETS(EXCEPT STAINLESS STEEL SODA CABINET)MUST BE INSTALLED ON SUBSURFACE PRIOR TO TILE AND 3 EPDXY FLOORING INSTALLATION. A-10 11. QUARRY BASE IS TO BE INSTALLED ON KITCHEN SIDE OF ALL CABINETS EXCEPT SODA CABINET. I' 11681 SW PACIFIC Hyy� i 1 -3D nGARD, OR 97223 APPROVED VENDOR. LIST R Ak 1.06 1.07 5 VENDOR RESPONSIBILITY VENDOR' RESPONSIBILITY p -103 . . EC-DESIGN .. .. - . .. :. ._ C S C': - . K FLOORINGSURFA E IN CONTACT:,DAN - :.:.• :. .. R ,'., ,. CONTACT..KEVIN 301,MERCURY DR. 401 EAST MERCURY .. SUITE 1 ; - - EQUIPMENT,FURNITURE, CHAMPAIGN,IG.61822 CHAMPAIGN,IL 61822, PLUMBING FIXTURES AND PHONE: $00:682:1990. FLOORING AND WALL TILE - 0 103 PHONE:217.356:1640 LIGHTING 217:398.1990 R FAX W.356.1661 FAX 21T398.9007:.; E-MAIL dah roctor e e l t10 p @k cd s gn.ne E-MAIL:KEVIN@FSI.I.COM . - -MIDWEST CABINET CO.,INC. �- � '. � - CAMPBELISVILLEINDUSTRIES.INC. Stantec CONTACT: DAVID SMILEY CONTACT: DAVID ENGLAND FF 1674 INDUSTRIAL AVENUE 440 TAYLOR BLVD. - - - OTTAWA,KS 66067 -COUNTERS CAMPBELLSVILLE,KY 42718 EXTERIOR COLUMNS/RAILINGS _. 5 /I' PHONE:785.242.8181 PHONE:270.465.8135 A-1 I I Stantec AFCtllteCture Inc FAX: 785.242.8183 FAX:270.465.6839 - - - -103 1932 First'Avenue - E-MAIL:steeple@cvilleindustries.corim ' 1/7 77 77 77 Suite 307 f► THERE WILL BE ABSOLUTELY NO ACCEPTED SUBSTITUTIONS,COLOR MATCHES OR ALTERNATIVES TO THESE PAINT AND FINISH MATERIAL Seattle, WA 98101 FINISH SCHEDULE SPECIFICATIONS.AL.LPAINTMUST BEPER MANUFACTURER,COLOR,FINISH/SHEEN AS INDICATED IN THESE CONSTRUCTION DOCUMENTS. 1 06 Tel. 206.770.7779 - 0 -103 Fax. 206.770.5941 MARK MATERIAL MANUFACTURER MODEL NO. STYLE COLOR . DESCRIPTION wwwstantec.com 1.10 Copyright Reserved Vyi'-1 Ceramic Tile Cent Ceramicas JJ White 3x6. Gloss White Kitchen and bathrooms WT-2 Ceramic Tile Cenit Ceramicas JJ Red 3x6 Gloss Red Kitchen and bathrooms 1�$ The Contractor shall verify and be responsible for all - Porcelain Tile Dvomo 12x24- Morgan Dark Gray Dining room walls - }i? dimensions. DO NOT- •� M. scale tie drawing - any Q VVT-4 Porcelain Tile Dvomo 3x24 Bull Nose Morgan Dark Gray Dining room walls ,/ "`f1 errors or omissions shall - WT-5 Ceramic Tile Cent Ceramicas JJ White 6x6 Gloss White Bathrooms-Men-Custom print i //� be reported to Stantec - ~Q WT-6 Ceramic Tile Cent Ceramicas JJ White 6x6 Gloss White Bathrooms-Women / without delay. The. Copyrights to all designs W FW-T--7 Wall Grout Bonsai Unsanded Grout Bright White Kitchen and bathrooms-Use with WT-1&WT-2 t S and drawings are the H WT-8 Wall Grout Bonsai Sanded Grout Red Dining room-Use with WT-3&WT-4-1/8"grout joint +)i 1.03 property of Stantec. Reproduction or use for WT-9 Porcelain Tile Roca 12x24 Bengala Negro Exterior-Under windows&8'x V area surrounding d-t wndw any purpose other than WT-10 Wall Grout Bonsai Sanded Grout Onyx Black Exterior-Use w/WT-9 - that authorized by Stantec is forbidden. PT-1 Paint � Sherwin Williams SW6866 Eggshell- Heartthrob Promar200-Soffit - I , PT-2 Paint- Benjamin.Moore #1475 Flat Greystone Ceilings,Overhead Items,Ducts - ( 3'-9" � „>3C PT-3 Paint Benjamin Moore Ready Mix Paint Eggshell White Dove Wall Paint PT 6 Paint Sherw n Williams SW6258 Flat Tdcom Black Soffit,behind menu board �' GARY M. 0 I (Al03 SEMLING a PT-7 Paint Sherwin Williams SW6258 Semi-Goss Tricorn Black F�etarior-All surface enamel-Latex finisti to match storefront � Cl LIC#5972 PT-8 Paint Sherwin Williams SW8078 Semi-Gloss Realist Beige Exterior-Comide E.LF:S.; � - � PT-9 Paint Pittsburgh --, Semi-Gloss Safety Red Exterior-Bollards - - 1 ®t�,S 1.RAFAEL _ PL-1 Plastic Laminate Arborite P-316 CA Cashmere(CA) Red Xabia° Table tops&bar ledge " PL-2 Plastic Laminate Wilsonart D354-60 Matte.(60) Designer White- Customer side of order counter I J Z 1= PL-3 Plastic Laminate Formica 845-58' Suede Spectrum Red Customer side of order counter/Customer area doors i I 1.09 Y PLA Plastic Laminate Formica 949 Matte White Back of counters in prep.area EXP. .IUN'3 0- 14, 0- PL-5 Plastic Laminate Wiisonart -.`1595-60 :- •-- -Black: - Side of counter FRP iberglass Reinforced Plastic Marlite - S-100-S/2/S Smooth Finish White / 1.06 MILEST0NE/REVISIONS FF-1 Porcelain Tile Dvomo 24x24 Ave Evening Grey Location:General Flooring(See Finish Floor Plan) / I. 2014.01.21 JJ REVIEW SET 24'x 24"Porcelain Stone Floor Tile ' LL - Qt 2014.02.03 BENSON/1 FF-3 Floor Grout Bonsai Sanded Grout Charcoal 3/16"Grout Joints Throughout The Floor 7t= - ---- O Q2 2014.0212 BENISON/2 FACE BRICK 1 FF 6 Quarry Tile Metro 507 Quarry Puritan Gray 8"x 8"Floor Tile with 3/16"joints __ 4 Q3 2014.0219 REVISION 1l3 SF-2 11 -103 Q4 2014.0225 REVISION/4 �. _ 6'k 8'Bullnose Integral Cove Base at all Walls/Millwork - \!O W 1 Quarry Cove Base Metro 507 Puritan Gra - 5Q2014.03.04 BENSON 1'S m - ry . y - in Prep/Backroom 1103 1.05 n 1'-9° Q2014.03.12 PERMIT SUBMITTAL (7 G1 Ceiling Tile 2'x 4'Gypsum Board,1/2"Thick with Vinyl Surface Q Z A; 5/8'GYP.BD. U G2 Exposed Structure Benjamin Moore #1475 Flat Greystone Ceiling paint(Exposed Ceiling Areas) E h NING W SF-1 Counter Top Wilsonart 4310 Cambria Classic Collection Wilshire Red 1 114"Thick x inp V= SF-2 Thin Brick Glen Gary Paper Cut Series Milwaukee Interior Brick aW Z- SFS Thin Brick Grout Bonsai Sanded Fawn Grout for brick SF-2-1/4"grout joints 116 A-1 3 FF1 •�', 1-3 1/' DR.BY: CVH tnv A-1 3 �3 Y r APPR.: JJ m BR-1 Bride Belden Brick A-06.14 Jumbo Rosewood-Blend Mortar to be standard grey /T /=/.Z = �"T_T7±JL`. i $TQC# 2007853063 uj EIFS-1 Exterior Insulation Fine finish Exterior cornice Finishing System(E.LF.S) \ FINISH IN TILE FLOOR PER FINISH SCHEDULE to / PLAN FULL BRICK WALLBRICK WALL n FINISH SCHEDULE, VENDOR LIST, NOTES, KEYNOTES Z FLOOR FINISH PLAN A- 103 r v 1 1/2°-V-11F JJSO42 20061122 r r NOW JJSCJb 20061112 r v 1�4' 1=0�ai"s' 20061122 WIDTH OF PLATFORM VARIES DEPENDING ON BOOTH SIZE: 2 PERSON BOOTH 2'-0";PLATFORM 2'-I"WIDTH FF-1 3/16'GROUT 4 PERSON BOOTH S-8";PLATFORM 3'-9"WI011H 6 PERSON BOOTH 5'-5';PLATFORM 5-6"WIDTH SCHLUTER TREP-E NOSING NOTE: WALL-TYPICAL DEMISING/LOW STAINLESS STEEL FILL WITH THIN BOOTHS MUST ALIGN WITH VERTICAL TILE OF PLATFORM. WALL SCHLUTER NOSING NOT FLUSH WITH BOOTHS. 2-PERSON BOOTH:SUPPORT POST LIROM - PLACED V-1"CENTER OFF WALL SEATING TIP. /° 3 8 FF-1 FLOOR TILE ON 7' SCHLUTER TREP-E NOSING T HIGH PLATFORM-CONCRETE WITH HIGH POURED IN PLACE FF-1 TILE FINISH CONCRETE PLATFORM AND EXISTNG SHELLFACE OF PLATFORM- VERTICAL 71LE BUILDING STOREFRONT FF-1 3/8"FLOOR TILE 8 POUREDIN PLACE 3/16°GROUT TER TREP-E NOSING ON 7"HIGH CONCRETE CO ORM M URE IN .s (;'}' - FF-1 3 8 FLOOR-- --_. 103. w ,_ " . . / POURED z •• CONCRETE PLATE LL SEALANT AT - N ;, ' ` 6-PERSON BOOTH:2 SUPPORT ' ::' ...,. , PLATFORM ...' C r� ¶ � CONTINUOUS PLACE TILE TO UL I o POST PLACED 1'-6'AND 4'-1' d EXISTING SLAB AT FACE OF ON CENTERED OFF WALL PLATFORM 2'-10 7/8° 2'-4 1/8' 2'-10 7/8' SUPPORT POSTS POSTS °' V-2 9/16" -1'-1 9/16' ARE PROVIDED BY KEC. 1.----- .1^`:•:'..iF;.:•j•i t'>.:' .. ° E' t'•Y .q.<. •'r 'Y. 7°HIGH PLATFORM- CORE DRILL 3'DIAMETER EXIST NG CONCf�TE CONCRETE WITH TILE FINISH HOLE INTO SLAB BY G.C. 4-PERSON BOOTH:SUPPORT POST - PLACED V-11'CENTER OFF WALL SCHLUTER Trep-E - 5-1/2°CORNER TILE WEIH CORNERS `•¢' Nosing - MITERED AT 45' n BOOTH ELEVATION n PARTIAL PLAN AT CORNER n DETAIL AT PLATFORM n PLATFORM AT WINDOW 11 1VLY 1oNNs, v 1/4 a 1'-eJJSO55 20061122 ICES. JJSO56 2006112 v N.T.S. JJ5057 20061122 N.LS JJS060 20061122 Sb- 19.Y3 o►Istat u'xv��csc' 4 - PERSON BOOTH 6 - PERSON BOOTH 2 - PERSON BOOTH I°FROM FINISH WALL 1'FROM FINISH WALL 1"FROM FINISH WALL JIMMY SPACING BEIYJEEN --SPACING BETWEEN SP TNG rT EN END VIEW WALL AND 6001H END VIEW' - WALL AND BOOTH NE D VIEW - WALL JOHN S 5'-5 9'-B' #1773 11681 SW PACIFIC F WY TIGARD, OR 972 3 RAISED PLATFORM FLUSH _ V-11 - RAISED.PLATFORM FLUSIH. 2,_7•, 1_6^ RAISE TFOR M FL WITH FINISH EDGE OFBOOTHWITH FINISH EDGE OF BOOTH WITH EDG BOOTH 10 BOOTH PLATFORM DETAIL Stantec . 1/4-1'—WJJS058 20061122 Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stontec.com Copyright Reserved The Controctor sholl verify and be responsible for all. dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stontec - without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. 01)A, � tis GARY M. ala SEMLING ts' L^#5972 �S RAFAEL, EXP, JUN 302014 MILESTONE/ REVISIONS 2014.01.21 JJ RENEW SET - 02014.02.03 REVISION#1 L2014.02.12 REVISION#2 Q3 2014.02.19 REVISION#3 4 2014.02.25 REVISION,#4 Z 2014.03.04 REVISION}5 Q2014.03.12 PERMIT SUBMITTAL DR.BY: CVH APPR.: JJ STANTEC# 2007853063 PLATFORM DETAILS A- 103. 1 FIXTURE AND EQUIPMENT SCHEDULE CONTRACTOR i0 CONFIRM TYRE OF WALK IN COMPRESSOR CONFIGURATION WITH Z w O O 0 EQUIPMENT SUPPLIER AND FRANCHISEE.OPTIONS ARE REMOTE AND DIRECT = a x w 8=1Ci LIOUNIED.REFERENCE SHEET MEP-3 FOR ALTERNATE COMPRESSOR INSTALLATION. Z U � Z ~ 0 V d T -w o EQUIPMENT NAME MANUFACTURER FIXTURE&EQUIPMENT PLAN NOTES: O a L a w 2 4 AVAYA 2554 FEATURE PHONE AVAYA REFER TO ELECTRICAL DRAWINGS • • CEILING ?A 1 DRIVERS BOX MID-WEST PROVIDE SOLID BLOCKING-SEE ELEVATIONS 8 DETAIL 2lA-1.1 • 0 3 5 POS TERMINAL 120V(INSTALL DATA/POWER OUTLETS INSIDE CABINET) • • 4 2 MOP RACKS - • 5 1 43"HIGH COUNTER - MID-WEST REFER TO CABINET DRAWINGS • • \ METRO DESK 34"HIGH POS MILLWORK w SHELVING SYSTEM I I SOLID 2X WOOD 5A 1 CHIP RACKS MID-WEST REFER TO CABINET DRAWINGS • • I /— �.lii�rn,',y� 2 ! / BLOCKING AT '�Y"' DRIVERS BOX TO 58 1 42"NIGH HALF WALL MILLWORK MID-WEST REFER TO CABINET DRAWINGS • SPAN FROM FLOOR TO SUSPENDED 6 1 METRO DESK AND SHELVES AND CHAIR METRO PROVIDED BY KEC EQUIPMENT-SEE 4/A-1.1 • - 4D 4C I ( CEILING IN STUD 7 1 WATER HEATER A.O.SMITH REFER TO PLUMBING DRAWINGS 0 3 3 23 38 CAVITY.SEE 3D I � ICEI6EVEft4GE UNIT _ - (3)� 3 p 8 INTERIOR B 1 COUNTERTOP STYLE 01 1 • • 4C O 3C 6 47 EP ELEVATIONS FOR 9 1. TRUE WATER COOLER(DASANI BRANDED) BELOW. COUNTER • • �A*K LOCATION. - B10 1 SNEEZE GUARD .CUSTOM 31"-24"-31"CONFIGURATION • IDA 1 SNEEZE GUARD CUSTOM 24"-24"CONFIGURATION • ICER60X MACHINE 17 102 2A 11 4 CUP DISPENSERS SAN JAMAR • 20 3 _ ._ - 12 1 SIDE LOADING BREAD RACK PIPER PRODUCTS • 0 6 M tr 1 METRO DESK 2 DRIVER BOX _ ,2A 1 END LOADING BREAD RACK PIPER PRODUCTS 7 4 2)43 34 O I I O OW&T Iojmjvi NIS JJSO48 20061122 11/r 1"-e 20061122 13 2 KAIRAK 120V-112 HP •FIRLP TABLE AND • _--.--___-._. _._.__.... 11 S - 12"x 91"S.S.OVERSHELF C"�`%T'-'-� 41 14A 1 STAINLESS 24"x30"S.S.TABLE UNIVERSAL • - 54 55 42 Si- t9M3 140 - ) 24 4A 1 STAINLESS 36"x30"S.S.TABLE UNIVERSAL • p MENS 6 16A , �.U.S.—rt 11, 14F 1 STAINLESS 30"X60"SLICER TABLE UNIVERSAL, • I - RR 15 1 5 DECK OVEN/PROOFER COMBINATION PIPER PRODUCTS 208V-3 PH-WIRE TO J-BOX • 210 41 - - ® 104 16 1 BAG-N-BOX CARBONATE STOR. 16A 1 BULK CO2 SYSTEM _ • '1 1 21 O STAINLESS STEEL BOX CONSTRUCTION 16B 1 SURFACE MOUNT FILL BOX PART#9722278 BRASS FILL FITTING.VERIFY EXACT LOCATION INFIELD • 'I t7 1 ICE MAKER(WATER-COOLED)&ICE STORAGE BIN HOSHIZAKI /2"C. .-3/8"COND.DRAIN-1"BI DRAIN • • • --l °1 JIMMY 18 1 DELFIELD SS SODA CABINET DELFIELD 1475723 3/8"COND.DRAIN-1"BIN DRAIN • K 6 J 0 H N'S 1. FREEZER HEIGHT IS 8'-6"A.F.F. VERIFY CEILING HEIGHT TO BE A MINIMUM OF 11'-0"A.F.F.TO ACCOMMODATE REMOTE 19 1 STAINLESS HAND SINK w/FAUCET UNIVERSAL 12"C.W. • • 21D WOMEN'S COMPRESSOR UNITS. REMOTE UNITS REQUIRE A MINIMUM 11'-0"A.F.F.COILING HEIGHT, 2I -� 2. PORTABLE FIRE EXTINGUISHERS SHALL BEAR THE LABEL OF AN APPROVED AGENCY,BE AN APPROVED TYPE,AND BE 20 1 Z1996-24 MOP SINK w!ZURN 21996SF FAUCET ZURN REFER TO PLUMBING DRAWINGS I RR #1773 INSTALLED IN A LOCATION VISIBLE AIJD ACCESSIBLE TO THE OCCUPANTS.FINAL LOCATION BY FlRE PRE1'EN110N BUREAU. 2QA 2 MOP HEAD HOOKS - INSTALL(BENEATH THE WH SHELF,ABOVE FAUCET-SEE 51A-1.1 • p^' 3. PROVIDE MIN(2)TYPE 2A108C FIRE EXTINGUISHERS WITH MAX TRAVEL DISTANCES OF 75'(150'OC)MOUNTED BETWEEN V 103 11681 SW PACIFIC HWY 5"AND 5'-0"AND NOT PROTRUDE MORE IHAN 4"INTO A CIRCUL1TION PATH WHEN LEADING EDGE BETWEEN 27"AND 21 1 STAINLESS 3 COMPARTMENT SINK UNIVERSAL 12"C.W.-112"H.W.-(3)1112-DRAIN-(2)18"WIDE DRAINBOARDS • • • 19 28 " ° 29 __....._...._-..... - �------pp-� GARD, OR 97223 I80'NF AFF.HARDWARE TO FEC SHALL BE AT ACCESSIBLE HEIGHTS/LOCA IONS.REFER TO DETAIL 11/- "GR MOUNTING 21D 1 STAINLESS VEGETABLE PREP SINK UNIVERSAL 12"C.W.-1/2"H.W.-(3)1 1/2"DRAIN-(1)18"WIDE DRAINBOARD • • • III ,1 UJFORMAlION. 53 `� j 3. CONTRACTOR TO INCLUDE/COORDINATE ALL REQUIRED SAWCUTTING IF REQUIRED FOR NEW EQUIPMENT/PLUMBING 210 1 SINK FAUCET(Z842H1.0002 W/OVERHEAD SPRAYER) ZURN REFER TO PLUMBING DRAWINGS • • ty 41 II ( I 1 153 yy� INSTALLATIONS.ALL NEW CONCRETE/SUBFLOORING SHALL MATCH EXISTING. 2A 3 2 I 4. COORDINATE WITH OWNER FOR EXACT LOCATION OF JJ,CLOCK LOCATIONS. 27H 1 SINK FAUCET(Z842H1-i5F) ZURN REFER PLUMBING DRAWINGS • • 27 O I I 33 33 II I 5. THE MODULAR MILLWORK COMPONENTS ARE CONSTRUCTED OFF SITE BY AN APPROVED VENDOR AND/RE INSIALLFD BY 23 1 6'x 4'.,8'-6"TALL WALK-IN FREEZER KOLPAK 20822OV/1 PH HP-WIRE TO J-BOX • • ER ( ---� _ THE C.C. LOCATE MODULAR COMPONENTS AS INDICATED,SEE SHEET A-101 AND 1-101. r L ___J Ill 6. TOILET'S,URINALS,HAND SINKS,3-COMPARTMENT&PREP SINKS,MOP BASIN AND PERMANENT COUNTERS AND CABINEIS 23A 1 6'x 4'x 8'-6"TALL WALK-IN COOLER KOLPAK 208/22OV11PH HP-WIRE TO J-BOX •-. • 1 i r 0. O_---, _ MUST BE SEALED TO FLOORS]WALLS WITH A SILICON CAUL(SEAL 14 I 11 7. PROVIDE VAPOR PROOF FLUORESCENT LIGHTING IN COOLER'd FREEZER.MAINTAIN AIR SPACE PER MFR'S � 238 -.2 ELEC-DOOR WALK-IN FREEZER KOLPAK.. 120V-1P-WIRE TO J-BOX. • - RECOMMENDATION. 33 33 ' 8.:;,.IF HAND SINKS HAVE SPRING LOADED FAUCETS,THEY WILL RUN FOR A MINIMUM OF 15 SECONDS. 230 3 DUNNAGE RACKS FOR FREEZER METRO • i 5A 9. GC'10 ENSURE THAT ALL 002.LINES ARE CONCEALED WITHIN WALLS.GC TO'RELD:VERIFY EXACT ROUTING PRIOR TO BID. 23D 3 METRO SEAL RACKS FOR COOLER METRO • til ) 10. STAINLESS STEEL CORNER GUARDS TO BE INSTALLED ON ALL TILED OUTSIDE CORNERS IN KITCHEN. 15 I 3 I, 1 5-DECK ' BREAD OVE I 5 L-------J .-.._.,c, .. NOTES 4A, 1 18"x24"WIRE SHELVING UNITS METRO /+► 6 240 2 18"x36"WIRE SHELVING UNITS METRO PROOFER i 35 I I Sta ntec PIpE wua 26061122 24D 1 18"x42'WIRE SHELVING UNITS., METRO - • - l I 3 2� 5 DISPLAY WALL SHELVES(14"x42") METRO SEE DETAIL 31A-1.1 FOR MOUNTING HEIGHTS • mz PROVIDE BLOCKING UNI IS 12 Stantec Architecture Inc 27 1 #GSP-HD ELECTRIC SLICER BIZERBA 120V-1/2 HP-CORD&PLUG - • • _ i r,� � t 5A - 11932 First Avenue 28 1 #2621SPAPERTOWELDISPENSER BOBRICK PROVIDE IN WALL BLOCKING • 245.5" 14A I 11 40 � Suite 307 CONSOL. I I Seattle, INA 98101 29 1 02112S SOAP DISPENSER BOBRICK PROVIDE IN WALL BLOCKING • i< -13 I Tel. 206.770.7779 30A 1 ADA ACCESSIBLE LOW TABLE 42"DIAMETER A.D.A.SYMBOLS. • _ ..1,, I 13 Fox. 206.770.5941 31.1 1- BOOTH SEATING UNIT FOR 4 W/GRAPHIC TOP-"WORK LIKE_" CORE DRILLED • - - ( 1,,I www.slonlec.com 31.3 1 BOOTH SEATING UNIT FOR 4W1 GRAPHIC TOP-"DOS CORE DRILLED • I 1.4 G� Copyright Reserved 31.4 1 BOOTH SEATING UNIT FOR 4 W/GRAPHIC TOP-"DONTS" - CORE DRILLED • The Contractor shall verify /J end be responsible for all 31B 1 BOOTH SEATING UNIT FOR 6 - CORE DRILLED • PREP - dimensions. DO NOT CORE DRILLED I ALL BARSTOO 10 scale the drawing - any 32 6 BARSTOOLS -SEE - • I 101 errors or omissions shall GRAINS ARE TO RUN PARALLEL TO COUNTERS. - 33 q ADA ACCESSIBLE CHAIRS • -I - -- --w J 53 be reported to Stontec without delay. The E SURE EAS A G ! Copyrights to ell designs 34 1 CUNO#15 WATER FILTER CUNO MOUNT TO WALL-TOP @ 8'-0"A.F.R.-SEE PLUMBING SHEETS • • -- 140 36s 530" and drawings are the 35 1 SOFFIT MOUNTED MENU BOARD MODAGRAPHICS - N BLACK • BREAD CDNSOL properly of Stcntec. RECESSED MENU BOARD AREA. RAQ( 12A ,I� Reproduclicn or use for 37 1 T-0"X 6'-0"X 42"H COMMUNITY TABLE MID-WEST REFER TO CABINET DRAWINGS AND SHEET A-10 • __.__. 56 N� ony purpose other than that authorized by Stantec PORTABLE FIRE EXTINGUISHERS HAVING A 38 2 STANDING COUNTER POST CORE DRILLED-SEE SHEET A-10 • J,j _ is forbidden. s GROSS WEIGHT NOT EXCEEDING 40 LBS.SHALL 10 ,�� 40 1 TRASH RECEPTACLE • i: $ xt,D,4 BE INSTALLED SO THAI'ITS TOP IS NOT MORE DINING I ��✓ � THAN 5'ABOVE THE FLOCK. PORTABLE FIRE 41 4 STAINLESS STEEL CORNER GUARDS KEC ON OUTSIDE CORNERS OF TILE 1N PREP AREA • EXTINGUISHERS HATING A GROSS WEIGHT 100 O "R� GARY M. EXCEEDING 40 LBS.SHALL BE INSTALLED SQ 42 2 BATHROOM ACCESSORIES-NEW BOBRICK-ZURN REFER TO PLUMBING DRAWINGS AND SHEET A-5 • 31,1 �' ✓" WHAT ITS TOP IS WOT MORE THAN 3.5'ABOVE 49 1� a' L14 SC#5972 y 43 3 #2320 SIS COAT RACK BOBRICK-ZURN • p (z) 3$ EMLING 71 THE FLOOR. THE OTTOM CF I STAIIEN THE 18 FLOOR AND THE BOTTOM OF HALL NOT 49 1 ICED TEA BREWER BUNN-O-MATIC • • • O ® SA FAE HANG-HL'LD EXTINGUISHERS SHALL NOT BE ?i4; 50 2 E-. LESS THAN 5". 50 2 SEAMLESS STAINLESS STEEL ICED TEA DISPENSER BUNN-O-MATIC • 32 32 I J DEFINITIVE 11 FIRE EXTINGUISHER 53 4 SPEAKER AW6500BK MUST BE MOUNTED AT+1U-O" • • ' 54 1' VOLUMECONTROL NILESSSVC-4 MUST BE AT MANAGER'S DESK • • 32 32 31B EXP JUN 30 014 1/Y'•1"'-WJJSoto 2006112 i 37 - 56 1 RECEIVER - YAMAHA RS700 MUST BE AT MANAGER'S DESK • • - •,/ 53 32 0 32 MILESTONE/REVISIONS 1.21 JJ 2014.D REVIEW SET Z 1 2014.02.03 REVISION#1' 26 26A 26B 22.2014:02.12 REVISION g2 Z 3 2014.02.19 REVISION#3 ®2014.02.25 REVISION#4 PROVIDE SOUD 2X WOOD Q5 2014.03.04 REVISION t15 BLOCKING FOR ALL WALL MOUNTED - 2014.03.12 PERMIT SUBMITTAL SHELVING. - - A 0 DR.BY: CVH MPR.: JJ STANIEC 1 2007853063 i � 1 - -/ FIXTURE n DISPLAY SQSHEDANG2 3)FIXTURE VVSCHEDUaLE n FIXTURE *PLAN .D36 A- 1 0 4 BASE TILE TO BE CUT TO FIT TIGHTLY AGAINST WALL HUNG JIMMY JOHN'S BUILDOUT MANUAL INSTRUCTIONS TO BE TOILET(S).WALL HUNG TOILET(S)TO NOT REST ON BASE TILE. REFERENCED WHEN LAYING OUT WALL AND L100R TILE. CEILING B.O. CEIL�G� WTt 8-0 8-0 ' WT7 CERAMIC TILE-SEE SHEET A-103 FOR H WT5 L WT2 I WT6 COLORS CUSTOM PRINTED ILES CUSTOM NON-PRINTED .... .... ..... •. TLES , C630 AND CEh1ENTTANT BAC ERP BD.UPSTM 12"CN6 OR .... . .......... / w I• ....... ... .. 2 ROWS OF .. .... . z :. $TROOMS RE 5 5 0 ............. ......... .. ....... . WT-2 TILES ABOVE .......... .. ...... AND BELOW THE ^ CUSTOM PRINTED TILES �2 SCHLUTER SCHIENE TRANSITION TRIM 3 WALL BASE TILE TO BE CUT TF WALL BASE TILE TO BE CUT WTI BETWEEN WALL BASE AND.WALL TLE TO FIT TIGHT AROUND BASE TO nT TIGHT AROUND BASE CERAMIC WALL BASE FF-1 CUT TO OF TOILET.TOILET IS NOT TO OF TOILET.TOILET IS NOT TO 1 CUT FIT TIGHT AGAINST WALL HUNG TOILETS 6 BE INSTALLED ON TOP OF BE INSTALLED ON TOP OF SCHLUTER SCHEINE(MILL ALUMINUM)TRANSITION FFI SCHLUTER SCHEINE(MILL ALUMINUM)TRANSITION TRIM BETWEEN WALL TILE AND BASE TILE FF3 TRIM BETWEEN WALL 11LE AND BASE 11LEBASE TILE. RASE TILE. TILE FLOOR PER FlNISH SCHEDULE H" MEN'S RESTROOM S WOMEN'S RESTROOM 7 8 8 1 INTERIOR FINISH INTERIOR FINISH - ® FINISH FLOOR FINISH FLOORill tto o tf tt 0-0 n"210" TYP. WALL DECOR ELEMENTS O WALL 11LE BASE (RESTROOM) ovi vi Jojwjv.S AA 1/4'.1W JJS032 20061122 v 1 1/Y-1'-T JJS051 20061122 - �� 7993 ACCESSORY MANUFACTURER MODEL COLOR STYLE NOTES �o�.,a".oAs.r�.t 1 RECESSED TOILET PAPER DISPENSER BOBRICK B-697 - CUT OUT SIZE 11 3/4"W x 5 1/4"H x 3 3/8"D ��QSMAT SANDlricfSt H B.C. J B.C. G2 SOAP DISPENSER BOBRICK B-2112 - - $'-O' $-O 7 3 RESTROOM FAUCET ZURN Z812BI - - 4 MIRROR BOBRICK B-165-1830 - 18"x 30" 5 GRAB BARS BOBRICK 6806 SERIES - SEE SHEET A-801 FOR GRAB BAR MOUNTING 4 4 REQUIREMENTS AND DIMENSIONS JIMMY 6 LAVATORY(WALL HUNG) ZURN 75054 JOHN'S FAUCET ZURN Z812B1 - MANUAL FAUCET(AUTOMATIC) ZURN 26920-XL - AUTOMATIC OPTION WHEN REQUIRED BY CODE #1773 7 INSULATION TRUEBRO HANDI LAV-GUARD WHITE INSULATE THE P-TRAP AND ANGLE VALVES 2 2 W/FULLY MOLDED INSULATION KIT PER 11681 SW PACIFIC HWY A.D.A.A.G.REQUIREMENTS. "n81 SWRD, A 9C HW 8 WATER,CLOSET(ELONGATED WALL HUNG) ZURN 25615 W1 WALL CARRIER MODEL - FLUSH VALVE#Z6000-AV-WS1 1.6 gpf O _ - 23 W/FLUSH VALVE #'ZN1204-N4- SEAT ZURN Z5955SS' (OPEN FRONT CHECK HINGE) 6 6 9 RECESSED PAPER TOWEL DISPENSER& BOBRICK B-4369 CUT OUT,SZE 11 3/8"W x 26 5/8'H x 4"MIN.D WASTE RECEPTACLE 7 7 NOTE TOILET ACCESSORIES SHALL MEET ALL REQUIREMENTS OF THE A.D.A.A.G ACCESSIBILITY GUIDELINES,THE INTERNATIONAL BUILDING CODE,ICC/ANSI 117.1,AND ANY REQUIREMENTS OF THE LOCAL JURISDICTION. I NOTE: THERE ARE TO BE NO SUBSTITUTIONS ON ANY FIXTURES FINISH FLOOR, FINISH FLOO NOTE:CONFIRM WALLS SUFFICIENTLY FURRED OJT IN RESTROOMS TO RECEIVE RECESSED S/S FIXTURES AND TOILET CARRIER. 0-0 11 n TOILET ACCESSORY SCHEDULE B »BStantec NOWJJS007 20061122 Stantec Architecture Inc 1932 First Avenue Suite 307 B.O. CEILING B.O. CEILING Seattle, WA 98101 8-0 8 0 Y Tel. 206.770.7779 Fax. 206.770.5941 S=E SHEET A-801 FOR TOILET ACCESSORY MOUNTING REQUIREMENTS AND ACCESSIBILITY REQUIREMENTS. wwwstontec.com H Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall 8•_11^ be reported to Stantec without delay. The Copyrights to all designs O O O \ and drawings are the property of.Stantec. Reproduction or use.for any purpose other than that authorized by Stantec is forbidden. WOMEN'S D 6 2 RR 5 `�' GARY M.r�''' 103 SEML/NG V5 4 3 a LTC#5972 kid FINISH FL00 FINISH FLOOR A ��s (iAFAEL, q 0-0 0'0Cl 11 C>t n C>t B A18501 D - 7'-2 3/8" EXP. JUN 3'0 014 _ 9 44-1 7 - C MILESTONE/ REVISIONS B.O. CEILING B.O. CEILING I 2014.01.21 JJ REVIEW SET 8 8 Q7 2014.02.03 REVISION it \ O 2 5 O 22 2014.02.12 REVISION#2 \ Q3 2014.02.19 REVISION#3 H J T 4 3 ® S-0-/ 3'-1 1/2" 2014.02.25 REVISION#4 Z 2014.03.04 REVISION#5 MENS h Q2014.03.12 PERMIT SUBMITTAL 5 5A RR // 104 B A17501 B K BY: CVH 3 g C \ APPR": JJ • STANTEC# 2007853063 1 1 ' ENLARGED B 1, FINISH OR 8 FINISH O RESTROOM OPLAN „D„ n MEN'S RESTROOM ELEVATIONS n WOMEN'S RESTROOM ELEVAl10NS ENLARGED RESTROOM PLAN A- 501 11;r V-0-0*1-Okak 20061122 201122 v � 20061122 NOTE:SOFFIT MENU BOARD IS TO BE CENTERED DRYWALL,WALL, NOTE: 1/8'GOUT JOINT IN NOTE: FRP NOTE: DRYWALL,WALL,AND ' NOTE ON-GROAT COLOR: WITHIN THE ANGLED PT-6 PORTION OF THE SOFFIT. AND FINISHES TO STORAGE AREA THE END OF THE FULL DINING ROOM WALL G.C.TO VERIFY:ALL BRICK IS TO EXTEND TO BRICK EXTENDS TO BOTTOM OF FINISHES TO EXTEND WT7 GROUT FOR ALL WHITE WALL TILE EXTEND 10 DECK BEYOND HEIGHT WALL SHOULD TILE,KITCHENWALL SMOOTH THE BOTTOM OF DECK DECK OR(E)CEILING,IF REMAINING 1TO DECK (iYP.FOR WTt) PTt BE FINISH"C". �A-1103 TILE BUTTED TIGHT A-103 BEAMS TO BE PAINTED TACE A-103 A-103 7}p, FF3 GROUT FOR ALL BASE TILE THEN GROUTED PT-2 WHERE VISIBLE TYP. (TYP.FOR WBI) TYR N DINING AREA :? NOTE: TYP. TILE TO E UTTE TIGHT THEN GROU ED N 1 ALL 111E T B B D WT P T3 / P - PT3 E D 0 T3 EXTEND T rn. WT 4 2 SF orE T P F L AN CEILING GRID N 0 0 CO ORB D WT4 BULLNOSE TYP. F R O S EET A-103 FOR INTERIOR FINISH ONE COURSE BELOW GROUT YA1H Sf3 - REE T H S BOTTOM OF SOFFIT WT4 BULLNOSE TYP. 45'MITER IYP. SCHEDULE PTYR TYP. PL2 o WTZ BU TYP. JU� ® NOTE:DRYWALL AND FINISHES T ARE TO ' EXTEND TO THE BOTTOM OF THE DECK FOR PCZ WT3 CORNERS TEMPLATE A,D AND THE TYPICAL CORNER PL3 PL3 PL4 WT-1 GROUT 911 WT8 DETAIL. TYP. TYP. TYP. \ ALL WALL TILE ^ WT3 GROUT S• $ AREAS IDRYWA LEAND FNISHESCARE TO GROUT GROUT TYP. - T - FF33 EXTEND TO 6'ABOVE THE DROPPED CEILING -- WT1 WB1 - TYP. WT4 $ FOR TEMPLATES 8 C E AND H. TYP, NOTE:ALL OUTSIDE CORNERS OF WALL TILE o TYR TYP. BUIINOSE TYP. IN THE CUSTOMER AREA MUST RECEIVE 117_ M i GRCUT TYP. _ BULLNOSE H M I NOTE: ALL WALL TILES IN DINING ROOM TO TYR W1 - — HAVE 1/8"GROUT.JOINTS. FF1 FF1 WT3 NOTE: INSTALL SCHLUTER SCHEINE TRIM 6'TALLCUT "A" SOFFIT 6'TAUL TmT "A:5" SOFFIT "B" SOFFIT W81 "C" PREP AREA "D" DINING AREA °E" REAR AREA TYPICAL CORNER "F" DINING AREA TYP. WINDOW TYPICAL TILE TYP. WINDOW ELEVATION UNEEWHENPREQUIIRIEDNcFlNI91TRANSmON TUE.W. EC =DECOR TYPE ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION DETAIL .ELEVATION DETAIL CORNER DETAIL AND SECTION CUT DINING AREA SIDE DINING AREA SIDE PREP AREA SIDE "T)"210" TYPICAL WALL DECOR ELEMENTS i0ift' 1/4•1'-0' JJS038 20061122 Si.— rArs ��dlOfy!tBND�Ogt� NOTE: ALL FRP SHEETS MUST BE INSTALLED JIMMY VERTICALLY, HORIZONTAL BREAKS ARE NOT JOHN'S PLRMI I IED. #1773 11681 TIGARD OR I97223Y A.5 OA A.5 ECI( B.O.DECK OL Otg O OD � Stantec ID D I'FROM FINISH WALL - O - B.O. SOFFIT 150 _o. o. 8-4 7 8 (2) 8 � Stantec Architecture Inc 10 / u to 307 32 FiFSt Avenue 41 S 318 0 32 37 32 •' 3 3 // Seattle, WA 98101 / E3 - G ' Tel. 206.770.7779 Fox. 206.770.5941 fit \ 5A www.stantec.com 18 58 5B 5 \ \ Copyright Reserved FINISH FL00 \\ FINISH The contractor shall verify OC„ 0_O „Bu 0-O and be responsible for all 25A SS A scale the crowing - any dimensions. N A SUPER SEAL STENCILING ON BRICK WALL, errors be repor omissions shoo rted to Stantec 6'-0" IN DIAMETER, CENTERED AT 7'-0" AF . without delay. The GC TO PAINT RUSTOLEUM WHITE SATIN SPRAY. Copyrights and Brewin gs orlethegns GC TO COORDINATE WITH OWNER. OWNER TO property or Stantec. Reproduction or use for PROVIDE STENCIL. INSTRUCTIONS FOR SUPER any purpose other than SEAL FOUND IN JIMMY JOHNS BUILDOUT MANUAL. that authorized by Stantec is forbidden. ROTATE 15 DEGREES CCW. WRAP AROUND CORNER. � ��z' GARY M. ' r+ SEMLING ' LIC#5972 D A:5 D yrs S RaFAEL, D B.O. DECKOL B.O. DECD 13—3 13'— 7 EXP: JUN 3 0 2014 I L= D O MILESTONE/ REVISIONS 6 I SCHLUTER zolzola.az.o3 JJREul�ausEr B.O. SOFFIT #1 TRIM 8'-4 7/8 REVISION/2 302014.0219 REVISION#3 10 13 1 402014.0225 REVISION#4 30.A 31. 31. 31.1 31B 502014.03.04 REVISION#5 02014.03.12 PERMIT SUBMITTAL _ 0 18 5B — 0 SS FINISH FL00 FINISH FLOOR DR BY. I" A' 0—0 "D" 0—0 APPR.: JJ STM EC# 2007853063 DINING ROOM INTERIOR ELEVATIONS nINTERIOR ELEVATIONS A- 502 NOTE:SOFFIT MENU BOARD IS TO BE CENTERED DRYWALL, ALL, NOTE: 1/8"GWT DONT IN NOTE FRP NOTE: DRYWALL WALL,ANO NOTE ON GROUT COLOR: WTHIN THE ANGLED PT-6 PORTION OF THE SOFFIT. AND FlNISHES TO STORAGE AREA THC END OF THE FULL DINING ROOM WALL G.C.TO VERIFY:ALL BRICK IS TO EXTEND TO BRICK EXTENDS TO BOTTOM OF FlNISHES TO EXTEND WT7 GROUT FOR ALL WHITE WALL TILE EXTEND TO DECK BEYOND HEIGHT WALL SHOULD 1 LE,KITCHEN WALL 2 BAR JOISTS AND I 3 SMOOIN THE BOTTOM OF DECK DECK OR E CEILING,IF REMAINING 1 TO DECK BE FINISH V. A-103 LE GUTTED 1'IGN1' A-103 BEAMS TO BE PAINTED FACE O A-103 (TYP.FOR WTI) PT1 A-103 TYP. PT3 FF3 GROUT FOR ALL BASE TILE NEN GROU ED PT-2 WHERE NSBLEM. - fYP. IN DINING AREA PT3 .,, TYP FOR VBI TYP NOTE: 3 TILE TO BE BUTTED TIGHT THEN TED W T 0 G GROUTED N WTI ALL 111E 0 EXTEND To PT3 PT3 PT3 KITCHEN TYP. WT4 TOP F LO AN couNc GRID SF2 No 0 0 COLOR O WT4 BULLNOSE TYP. - - � � - REFER TO SHEET A-103 FOR INTERIOR FINISH ONE COURSE BELOW OU W GROUT 1H SF3 BOTTOM OF SOFFIT WT4 BUUN osE TY?. 45'MILER TYP. SCHEDULE PT3 �� . . ... PTI PT6 a TYP' WT4 � � WT2 NOTE:DRYWALL AND FINISHES ARE TO TYP PL2 PL2 - BULLNOSE® EXTEND TO THE BOTTOM OF THE DECK FOR WT3 coerlERs PL3 - PT p4 WT-7 GROUT WI1H �_ W� TEMPLATE A,D AND THE TYPICAL CORNER DETAIL. �• h ALL WALL TILE WT3 GROUT TYP. WTS NOTE: IN THE RESTROOMS,KITCHEN/PREP GROUT TYP. AREAS DRYWALL AND FINISHES ARE TO FF3 WT3 EXTEND To s"ABOVE THE DROPPED CEILIjy—L� NG i WB1 Wl4 WTB FOR TEMPLATES B C E AND H. WTI TYP• TYP. NOTE: ALL OUT5DE CORNERS OF WALL TILE TYP WT8 TYP. BULLNOSE TYP. IN THE CUSTOMER AREA MUST RECEIVE GROUT TYP. BULLNOSE NOTE, ALL WALL IN WBITYP. wNwIdl L-4 —x HAVE 1/8"GROUTILES JON S,DINING ROOM TO FFt �I WT3 NEL INSTALL SCHLUTER SCHEINE TRIM 6'TALL CUT "A" SOFFIT 6nLF TV. "A.5" SOFFIT "B" SOFFIT TYP. "C" PREP AREA "D" DINING AREA "E" REAR AREA TYPICAL CORNER "E" 1 PIECE AT PREP/DINING FINISH TRANSITION n� F DINING AREA TYP. WINDOW TYPICAL TILE TYP. WINDOW ELEVATION LINE WHEN REQUIRED. ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION DETAIL ELEVATION DETAIL CORNER DETAIL AND SECTION CUT =DECOR TYPE DINING AREA SIDE DINING AREA SIDE PREP AREA SIDE n 210" TYPICAL WALL DECOR ELEMENTSo 1/4'-P-0' JJS038 20061122 1� MY 10NNss /989 - �oiJRT}4NYn'M1Gg41 TURN 2X4 CEILING GRID DOWN TO TOP OF COOLER BELOW. ALIGN W/FACE OF COOLER AND BRACE AS NECESSARY. LAY IN WHITE 2X4 EGG CRATE PANELS — SECURE W/HOLD DOWN CLIPS --TsEIL'�— OE O OE O O ACT CEILINJIMMYC, > JOHN'S 6 6A 34 24C 24D 24C 23 #1773 16 p 11GARD OR 197223Y 17A INISH FLOOR FINISH FLOOR "A 0—O INTERIOR ELEVA110NS NOTE: t/4,�1--1 2Das1122 ALL FRP SHEETS MUST BE INSTALLED Stantec VERTICA-LY, HORIZONTAL BREAKS ARE NOT PERMITT=D. Stantec Architecture Inc 1932 First Avenue Suite 307 Seottle, WA 98101 Tel. 206.770.7779 BEYOND D Fox. 206.770.5941 LB.O. DECK B.O. DECK www.stantec.com "V13'—YAC B OF FOB C ACT Copyright Reserved The Co CT CEILING A• }15' A•5 11-O and bentractor responsible shallverify call ACT dimensions. DO NOT O O 10-6 scale the drawing - any I FROM FINISH WALL errors r omissions shall 8B 26A 26A C 26A 26A 7 E be reported to Stantec 26A O, without delay. The 10 12 1 12 12 15 24C 240 Copyrights opyand right nto orle designs 0. SOFFIT 50 (2) 8 the property of Stantec. —4 7 8 to ILJJ Reproduction or use for _ t4F 27 any purpose other than —� 28 21D 21H that authorized by Stantec _._ 4 14A (4) is forbidden. 31.1 �* "��' o � 29 21G 21 �� 17 GARY M.o 5B 13 13 18 5B 13 WRT 20A SEML114G FINISH FLOOR 19 20 FINISH FL00 LIC#5972 $$ � "JJ SUPER SEAL STENCILING ON BRICK WALL, " 6'-O".IN DIAMETER, CENTERED AT 7'-0" AF . ERCP. JUN'3 0 14 GC TO PAINT RUSTOLEUM WHITE SATIN SPRAY. GC TO COORDINATE WITH OWNER. OWNER TO MILE PROVIDE STENCIL. INSTRUCT2014.01.21 JJ REVIEW SET IONS FOR SUPER . B.O. DECK SEAL FOUND IN JIMMY JOHNS BUILDOUT MANUAL. B.O. DECI 01.21 REVISION$ 13'-3"'f ROTATE 15 DEGREES CCW. WRAP AROUND 13'-3 Z 2014.02.03 REVISION#1 D O _ ACT CORNER. B ACT 2014.02,12 RN90N J2 I1-0 11—0 Z 2014.0219 REVISION 0 O O <�> O ACT 42014.02.25 REVISION#4 O B.O. SOFFIT 24A 10—6 Qs 2014.03.04 REVISION#s 8'-4 7/8'--r _ I 23 16 ':2)(4) 11 3 11 Q2014.03.12 PERMIT SUBMITTAL 39 I A 1 10 2 I \ 24 5A A 37 32 (6) � 6 54 55 14C 27 DR.BY: CVH I 38 2) 14F I // APPR.: JJ STANIM/ 2007853063 i FINISH FLOOR FINISH FLOORk "A" 0—0 "p" 0—0 Y SCHLUTER SCHEWE TRIM KITCHEN BETWEEN DINING & PREP INTERIOR WALL TILE TRANSITION ELEVATIONS 6 INTERIOR ELEVATIONS A- 503 1/4-1'-0'•«««x« 20061122 ICABINET SIDE-, 5/8 X 5/8 TRIM PAINTFD BI.ACK. BACK OF DRAWER \ BLACK PLEXI DIVIDER - BACKER BACKER BACKER SHEET SHEEN SHEET TOP EDGE TOP EDGE TOP EDGE DETAIL A DETAIL B DETAIL C 3/4+1/32-0 / �\ BASE PLAN 3/4VENEER CORE / W/ BLACK LINER 2 SIDES / SFl _ 2'-5" — — — I / \ PULL OUT I" O.H. 1 . BLACK FULL EXTENSION SLIDE I SHELVES - SF -1 ACCURIDE 9301-16 i PULL OUT DOTTED LINE_ SHELVES = ALUMINUM SFt\° 3/8 SF-1PL-5 PL -5 3/8' I Q SF_1 BLACK 3MM EDGE I I \ PL2 EDGING, BLACK MELANINETYP1/8" \ / ALUMINUM EDGE FIXED FIXED C _ \ PL2 SCRIBE 6 1/4" 6 5/16' 6 /16" 6 5/16" 6 5/I6" 6 5/ 6' G 5/16" 6 I/4" SCRIBE - LLIINER CABINET X1171 BLACK MELAMINE 1" 6 1/4" 6 5/16" 6 5/16' 6 5/16" n 6.5/16" 6 5/16" 6 5/16" 6 1/4" 1 \ BLACK PVC SLIDING SHELF CABINET BOTTOM WHITE MM EDGING, TYP. 3/4' BLACK MELANINE 2S " ti 5/16" CASH COUNTER DRAWER DETAIL (FOR REF. ONLY 'n BEVERAGE COUNTER EDGE (FOR REF. ONLY) ) COUNTERTOP DETAILS (FOR REFERENCE ONLY) ,� BASE COVER BY OTHER r r B' 1"-0• JJS052 20061122 3' 1'-0' JJ5035 20061122 r v ;r 1-0' JJSO31 20061122 v 3/4" 18 MOUNT BOX = SF1 - SFt 1 1/4" AT 42" AF.F. •v `� v .Q Z PAINT SLOT Will � "� PL4 PL3 1/2" X 5' SLOT - WHITE / \ // \ • PL -4_ MELAMINE / \ / \ PL -4 117/8" PL -4 aQAWCB_ PL4 PL4 INTERIOR / /16" / SF1 R�\ FE • / 1 2 1/4" PL4 3/4" WHITEIFOAMBOARD ADJ SHELF OPENINGS BETWEENDIVIDERS 5 183/256' ,� / WHITE 3MM PVC OR EOUAL SPACING \ W1111E MELAMINE , 1 -11 5 KNUCKLE / \ EDGING, TYP. / • 3'-10" \ HINGE ACCURIDE 19301-16 ' SF1 2� SLIDES 1/4 THICK BLACK PLEXIGLASS _ KV -8400-8 SLIDES SF1 BLACK 3MM EDGING i' BLACK CABINET LINER ON CUSTOMER SIDE AC OR BETTER PLYWOOD C - / DOOR SWING - DEAD SPACE iI1F � All 1 TR M / i M ELAAMI�� 7� 1-4 9 Ifi —� SEE DET IL / ELECTRICAL i WRITE 3MM EDGING ;o NTERIIIERI / BOX BY EMPLOYEE SIDE m o M a MWC- MEIAMI :oe 51/2. �. BL CK 1M �4 - a76 QN 6 ED TNG STOMER 43g k " -'r, WHITE PVC BLACK PVC WHITE PVC R1 -ACK PVC 7/8 BASE FINISH BY 2'-4" BASE FINISH BY CONTRACTOR CONTRACTOR SECTION "A" SECTION "B" A B f 6 3/8" ' 7 7/16" 7'-4 9/16' OVERALL TOP DIMENSIONS Iq 2'-6 13/16' TOP 2'-6 13j16' TOP ---__—_— SF 1 b \ ___-- SF -1 _____ SF -1 OPEN IKE -.. DEAD SPACE 1Z�L SPACE =8AC �PLYWD CK CLEATS / 2'-3 Z3/4 T/ 1 DEAD SPACE If COUNTER PLAN B e m 6 3/8" 7 7/16" -3 13/16" OVERALL CABINET DIMS � I N BILK 3MM 5/16" [6-1 —1,r Y'-6 3/8", 2 6 3/8" 61/4' 6 5/16' 6 5/ 6" 6 5/16- 6 5/ 6" 6 5/11 6 5/16" ,G 1/4" OPEN IKE -.. DEAD SPACE 1Z�L SPACE =8AC �PLYWD CK CLEATS / 2'-3 v ELECTRICAL 800 L ELECTRICAL BOXES BY MWC ELECTRICAL BOXES BY MWC 2'-6 13/16" TOP BY MWC 2'-613/16' TOP DIMENSIONS DIMENSIONS BLK PVC 11v&rtY j0jjN°s Smrs 11 l983 Op BATATffAtlDp C4y'f JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TiGARD, OR 97223 Stantec Stantec Architecture Inc 1932 -First Avenue Suite 307 Seattle, WA 98101 Tel: 206.770.7779 ' Fax. 206.770.5941 wwwstantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions: DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the. property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. C5 GARY wY. VFn�cr Al =� �S 4/c 5312 n r EXP. JUN 3 0 .14 MILESTONE/ REVISIONS 2014.01.21JJ REVIEW SET Qt 2014:0203 REVISION #1 I Q2 2014.0212 REVISION #2 Q3 2014.02.19 REVISION j!i Q4 2014.02.25 RENSION /4 QS 2014.03:04 REVISION jYi 2014.03.12 PERMIT SUBMITTAL. OR. BY: CW HI1-101 M _ BASE COVER BY OTHERS . 2'-1 7/16" MOVABLE 2'-6 3/8' 3/4" 7'-3 13/16' ELEVATION B 2'-5 NI BASE FINISH BY OTHERS 4" 2'-3" 3/4" WHITE PVC 3 3/4 / 3/4' ELEVATION "A" NOTE: SEE 13/I-101 FOR COUNTER TOP DETAILS 1122 @)9DRIVER'S BOX 2DD61MODULE 6 (FOR REFERENCE ONLY) n DRIVE B EBOX DETAILS (FOR REFERENCE ONLY) ) CJZ034 20061122 ASH �REGISTER 30 DD6COUNTER - MODULE 1 (FOR REFERENCE ONLY) 7' PL -5 SF -1 3/8* 79 PL -4 PL -4 11 7/8" • • ADJ SHELF ,WHITE MELAMINE ® _ JJ STANIEC # 2007853063 CABINETRY DRAWINGS PROVIDE S/S INTERIOR ON 3 -SIDES WITH OPEN BASE TO FLOOR 59" PROVIDE S/S INTERIOR 21/2 S/S TOP ON 3 -SIDES WITH OPEN 21/2" 54" BASE TO FLOOR S/S TOP REMOVABLE SHELF I 3/4 2'-2 1/4" 4'-0° 2'_2' 3 - 8, ------------ --� K 8'-7" PL3- 7° SF1 3/4" AC PLY. PREP 1/16" SFt 1r16 ININC 31/2" 1° 1" AC PLY. PL4 PL3 1 1/2° HOLES ELECTRICAL BOX AND PL4 FOR ELECTRICAL - REMOVABLE PANEL 5„ 3/4° AC PLY. CUTOUT MWC, ,PROVIDE ADDITIONAL CLEAT ATTACHED TO TO FLOOR GROMMER (1) TM1B-PSS POLISHES BRACING FOR BEVERAGE REMOVABLE PANEL WHITE PVC TAPE 3 I 8'_5° STAINLESS STEEL GROMMET (VERIFY DISPENSER BY OTHERS 5 5/8" 4" LOCATION OF HOLES) WHITE PVC TAPE 1/4� BLACK PVC TAPE NOTE: VERIFY LENGTH OF TOP WALL TO WALL. ENDS WILL NOT BE FlNISHED. SEAM IN METAL LAM TOWARD THIS END x SF1 1/16" SFt 1r16 4'-0" t' O 1'-111/2 .4`_0' 1'-111/2" n ELECTRICAL BOX AND PL4 PL4 PL4 PL4 � PL3. ELECTRICAL BOX ,AND CUTOUT BY MWC, ELECTRICAL OX AND CENTER IN PANEL CUTOUT 3Y MWC — I TO BE MOUNTED ON LEFT OR ELECTRICAL BOX AND \ CUTOUT MWC, ,PROVIDE ADDITIONAL RIGHT OF INTERIOR SIDE TO FLOOR GROMMER (1) TM1B-PSS POLISHES BRACING FOR BEVERAGE CUTOUT BY MWC WHITE PVC TAPE 3 I 8'_5° x SF1 n LOW WALL -MODULE 3 FOR REFERENCE ONLY) v 3/4 _ 1"-0 JJSO4413 20061122 S/S END J U 4'-0* 4'-0" O O X27" DRY PL3 PL4 PL4 ELECTRICAL BOX AND PL4 PL4 W TO BE MOUNTED ON LEFT OR ELECTRICAL BOX AND \ CUTOUT MWC, ,PROVIDE ADDITIONAL RIGHT OF INTERIOR SIDE TO FLOOR GROMMER (1) TM1B-PSS POLISHES BRACING FOR BEVERAGE CUTOUT BY MWC IN CENTER IN PANEL STAINLESS STEEL GROMMET (VERIFY DISPENSER BY OTHERS 5 5/8" 4" LOCATION OF HOLES) CONTRACTOR MUST ° 2 FASTEN SODA CABINET TOP VIEW n n n n n n n (1) 125V -20A DUPLEX (GFCI) RECEPTACLE, NEMA #5-20R PRE -WIRED TO BASE WHITE PVC TAPE TOP BRACING TOP BRACING MOUNTED IN REAR 11-6" n LOW WALL -MODULE 3 FOR REFERENCE ONLY) v 3/4 _ 1"-0 JJSO4413 20061122 S/S END J U r-4-7----- -� SIS END I S/S END I C] N 51-1 S/S END S/S FRONT aJ O O X27" DRY 27" DRY / DOOR DOOR r-4-7----- -� SIS END I S/S END I C] N 51-1 S/S END co I C I M I — I co S/S END w aJ "3/4- v I PROVIDE REMOVABLE SHELF FLANGED FEET AT 3/4" W TO BE MOUNTED ON LEFT OR FRONT SECURED (2) 6" DIA. HOLES WITH (1) RUBBER ,PROVIDE ADDITIONAL RIGHT OF INTERIOR SIDE TO FLOOR GROMMER (1) TM1B-PSS POLISHES BRACING FOR BEVERAGE STAINLESS STEEL GROMMET (VERIFY DISPENSER BY OTHERS LOCATION OF HOLES) CONTRACTOR MUST FRONT ELEVATION FASTEN SODA CABINET TOP VIEW LEGS TO FLOOR (1) 125V -20A DUPLEX (GFCI) RECEPTACLE, NEMA #5-20R PRE -WIRED TO BASE TOP BRACING TOP BRACING MOUNTED IN REAR S/S TOP co I C I M I — I co S/S END w S/S END aJ Al�I LJ LJ v I S/S END I I M W I� r S/S END S/S END 2" 2" I I PROVIDE REMOVABLE SHELF -'�`- TO BE MOUNTED ON LEFT OR SIDE SIDE REAR ELEVATION RIGHT OF INTERIOR SIDE STAINLESS STEEL SODA. CABINET i 3/4 - 1-0' JJS062 20061122 2'_0° o (V Al�I LJ LJ v S/S END rui S/S END 2" 2" I I PROVIDE REMOVABLE SHELF -'�`- TO BE MOUNTED ON LEFT OR SIDE SIDE REAR ELEVATION RIGHT OF INTERIOR SIDE STAINLESS STEEL SODA. CABINET i 3/4 - 1-0' JJS062 20061122 2'_0° o v FM NOTE: VERIFY LENGTH AND CONFIGURATION OF TOP, ENDS WILL BE FINISHED ALL BARSTOOL TOP WOOD GRAINS TO RUN PARALLEL TO COUNTER TABLE/COUNTER BAGS (CC KEG). CORE DRILL TO SLAB BY GC. L L I n COMMUNITY TABLE - MODULE 7 (FOR REFERENCE ONLY) K� 3/4 - 1W QSO47 20061122 I ti0MY 1°JFIJV's S;_ 11 roxs � � MCT' 4NgD'/108tt JIMMY JOHN'S #1773 11681 ID PACIFIC �TGAR22 Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206:770.5941 www.stantec.com Copyright Reserved The. Contractor shell verify and be responsible for all dimensions. DO NOT scale the drawing -any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings ore the property of Stantec. Reproduction or use for any purpose other than that authorized by Stontec is forbidden. ,m�XO GAMY Vit. �dr-A � SER41-tNG n LIC # 5972 � RAFAE - P EXP, JUN 3 0 2014 MILESTONE/ REVISIONS. 2014.01.21 JJ RENEW SET 32014.0203 REVISION 411 32014.02.12 REVISION ;12 32014.0219 REVISION 1l3 432014.02.25. REVISION B4 32014.03.04 RENSION i15 32014.03.12 PERMIT SUBMITTAL 3 3 DR. BY CVH APPR.: JJ STAN'fEC # 2007853063 CABINETRY DRAWINGS -102 GENERAL MECHANICAL CONDITIONS I. THE GENERAL AND SPECIAL CONDITIONS OF THE ARCHITECTURAL SPECIFICATIONS SHALL BE INCLUDED AS PART OF THESE DOGUMENT5. 2. ALL MATERIALS SHALL BE NEW, UNUSED, AND THE BEST OF THEIR RESPECTIVE KINDS AND FREE FROM DEFECTS. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AIR DISTRIBUTION SYSTEM WITHIN THE TENANT SPACE TO INCLUDE, BUT NOT LIMITED TO ALL DUCTWORK, HAN5ER5, INSULATION, VAPOR BARRIER, SUPPLY DIFFU5ER5, RETURN GRILLES, FLEXIBLE CONNECTIONS, AND CONTROL INSTALLATION AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM. THE CONTRACTOR SHALL PAY ALL FEES, GIVE ALL NOTIGE5, FILE ALL NEGE55ARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THI5 CONTRACT. ALL WORK SHALL BE FURNISHED AND INSTALLED IN FULL AGGORDANGE WITH ALL LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS. 4. DRAHIN65 ARE DIAGRAMMATIC ONLY, INTENDING TO 5HOW GENERAL RUNS AND LOCATIONS OF THE WORK AND ARE NOT INTENDED TO BE RIGID IN SPECIFIC, DETAIL. 5. THE CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE 51TE FOR HIS WORK BEFORE HAVING SUBMITTED HI5 PROPOSAL. NO ADDITIONAL COMPENSATION WILL BE ALLOYED FOR CONDITIONS FOUND DURING THE COURSE OF THE CONTRACT. 6. THE CONTRACTOR SHALL VERIFY ALL MEASUREMIENTS AT THE 51TE AND BE RESPONSIBLE FOR THE CORRECTNESS OF THE SAME. I. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HI5 WORK WITH LIGHTING PLANS, REFLECTED CEILING PLANS, LANDLORD'S SPRINKLER PLANS AND ALL OTHER TRADES. 8. THE INSTALLATION OF ALL EQUIPMENT AND MATERIALS REQUIRING ACCESS SHALL BE MADE IN SUCH MANNER AS TO MAKE THE EQUIPMENT AND MATERIALS READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIRS. q. STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE ONLY IN 5PAGE5 A5 DESIGNATED BY THE ARGHITEGT/OWNER 10. GON5TRUGTION DEBRIS AND RUBBI5H GENERATED BY THE CONTRACTOR SHALL BE REMOVED FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED TO MAINTAIN A GLEAN AND WORKABLE AREA. II. ALL WORK AND EQUIPMENT SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT AND ACCEPTANCE. 12. ALL WORK, INCLUDING IN51DE OF SUPPLY AIR DUCTS, AND EQUIPMENT WITHIN THE GONTRAGT AREA FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE GLEANED TO THE SATISFACTION OF THE OWMIER BEFORE TURNING SAME OVER TO THE O",IER. 13. CONNECT NEW WORK TO EXISTING IN A NEAT AND APPROVED MANNER. 14. INTERRUPTION OF HEATING, POKER AND AUXILIARY SYSTEMS WHERE AND IF REQUIRED SHALL BE COORDINATED AND SHALL OCCUR ONLY DURING PREARRANGED ACCEPTABLE TIMES. 15. ALL DESIGN SHALL INCORPORATE GURRENT A5HRAE METHODS. 16. WHEN EXISTING DUGTWORK 15 UTILIZED, SIZES SHALL BE A5 5HOHN ON DW -6. AS MINIMUM REQUIREMENT. HVAC NOTES: I. PROVIDE TESTING AND BALANCING FOR ALL AIR SYSTEMS. SUBMIT REPORTS TO ARGHITEGT. 2. SUBMIT SHOP DRAWING5 TO ARCHITECT FOR APPROVAL OF MAJOR MEGHANIGAL EQUIPMENT PRIOR TO ORDERING. 3. SEE ALL OTHER DRAWINGS AND 5PEGIFIGATION5 FOR ADDITIONAL WORK AND GLARIFIGATION5 OR WORK TO BE PERFORMED. 4. CONDENSATE FROM ROOFTOP EQUIPMENT SHALL DISCHARGE ONTO ROOF VERIFY WITH LOCAL CODE OFFICIALS. IF OBJECTIONABLE, EXTEND CONDENSATE PIPE TO APPROVED FLOOR RECEPTOR, OR EXTEND TO APPROVED EXTERIOR LOCATION. 5. SEE ARGHITEGTURAL DRAWINGS FOR LOCATIONS OF DIFFUSERS, REGISTERS, GRILLES LOCATED IN THE GEILING GRID. SEE ARCHITECTURAL ROOF PLAN AND DETAILS FOR LOCATION OF NEW ROOFTOP EQUIPMENT. b. INSULATE LAST 5 FEET OF DUCT FROM TOILET ROOM EXHAUST DUCT WITH I" THICK FIBERGLASS DUCT HRAP. PROVIDE VAPOR BARRIER 7. DUCTWORK LAYOUT 5HOWN 15 RECOMMENDED. ADJUST TO COMPLY WITH LOCAL CODE REQUIREMENTS AND AS BUILT CONDITIONS. 1] 1111:1:1WIId1*61 A. DUGT SIZES SHOWN ARE SHEET METAL DIMENSIONS. NOT DUCT LINER. REFER TO MECHANICAL 5PECIFIGATION5 FOR DUCT INSULATION REQUIREMENT5. B. PROVIDE SINGLE WALL TURNING VANES o ALL ELBOWS AND TEES PER SMACNA STANDARDS. G. DO NOT PROVIDE AIR EXTRACTORS OR SPLITTER DAMPERS WHICH PROTRUDE INTO RECTANGULAR TRUNK DUCTS. PROVIDE ROUND SPIN -IN FITTINGS FOR ROUND BRANCH DUGT5. D. ROUND BRANCH DUCTS ARE 5A1,11E 51ZE A5 DIFFUSER WHICH THEY SERVE. E. GONTRAGTOR SHALL FIELD VERIFY THE EXACT SIZE, LOCATION, AND CONDITION OF ALL EXISTING EQUIPMENT, PIPING, DUCTWORK, ETG. TO BE REUSED, RETAINED OR CONNECTED TO. F. CONTRACTOR SHALL COMPLY WITH ALL LANDLORDS TENANT CRITERIA. COORDINATE AND SCHEDULE ALL WORK WITH LANDLORDS FIELD REPRESENTATIVE. G. MAXIMUM FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 5-0'. REFER TO MEGHANIGAL SPECIFICATIONS ON SHEET M-2. H. CONTRACTOR SHALL PROGURE THE SERVICES OF A APPROVED HEBEI OR AABG CERTIFIED AIR BALANCE 4 TESTING AGENGY TO BALANCE, ADJUST 4 TEST EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR 5UBMITTI% 3 COPIES OF BALANGE/TE5T AGENCIES REPORT TO TENANT PROJECT MANAGER AND/OR LANDLORDS REPRESENTATIVE FOR REVIEW. I. BALANCING OF AIR DEVICES SHALL BE ACCOMPLISHED BY ADJUSTING BRANCH TAKEOFF DAMPER AT MAIN TRUNK DUCT. DAMPERS IN THE NECKS OF AIR DEVICES SHALL BE USED FOR FINAL TRIM ONLY, AND IN NO CASE FOR GREATER THAN 10% IF THE INDICATED VOLUME FOR THE INDIVIDUAL AIR DEVICE. J. DO NOT ATTACH ANYTHING TO THE UNIDER51DE OF THE ROOF DECK. ALL LOADS AND BRACING MUST BE ADEQUATELY SUPPORTED FROM THE BUILDING ROOF STRUCTURE. K. GAS PIPING 5HOWN 15 FOR LOW PRE55LRE GAS IN THE THE BUILDING. CONTRACTOR SHALL VERIFY GAS PRESSURE PRIOR TO CONSTRUCTION. 2 P516 MAY BE USED IF APPROVED BY AUTHORITIES. AND AS APPROVED BY JIMMY JOHNS. PROVIDE PRESSURE REDUCING VALVES AT EACH APPLIANCE AND VENT AS RECOMMENDED BY MFG. EXTEND NEW GAS LIME BACK TO EXISTING METER VERIFY METER 51ZE WITH UTILITY COMPANY. CONNECT NEW GAS LINE TO EXISTING MANIFOLD. L. ALL ROOF PENETRATIONS SHALL BE APPROVED BY LANDLORD AND DONE IN AGGORDANGE WITH ROOF MANUFAGIURERS RECOMMENDATIONS 50 AS NOT TO VOID THE WARRANTY. MECHANICAL SPECIFICATIONS AIR BALANCING I. A. CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT NEBO OR AABG CERTIFIED AIR BALANCE AND TESTING AGENCY TO BALANCE, ADJUST 4 TEST EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING 3 COPIES OF BALANCE/TEST AGENCIES REPORT TO P.5.5. PROJECT MANAGER AND LANDLORD OPERATIONS DIRECTOR FOR REVIEW. MIN. OUTDOOR G.F.M. AND INDOOR FAN G.F.M. SHALL BE PROVIDED A5 SHOWN ON RTU SCHEDULE. 2. DUGTNORK A. INSTALL ALL DXTY40RK IN COMPLETE CONFORMANCE WITH REGOMMENDED CONSTRUCTION STANDARDS FOR RECTANGULAR AND ROUND SHEET METAL AND FLEXIBLE DUCTS IN ACCORDANCE WITH 5MAGNA DUCT GON5TRUGTION STANDARDS AND ALL OTHER AUTHORITIES HAVING A RI5DIGTION. FLEXIBLE DUCT SHALL NOT EXCEED 5-0" IN LENGTH. MINIMUM SHEET METAL THICKNESS SHALL BE 26 GA. B. ALL DUCT JOINTS LONC71TUDINAL AND TRANSVERSE ARE TO BE SEALED USING 181A OR 1818 LISTED TAPES AND MASTIGS. MECHANICAL FASTENERS MUST BE USED TO FASTEN DUCTS. G. STRAP HANGERS SHALL NOT BE LESS THAN V BY 1/8" THICK ON 51X (6) FOOT GENTER5 AND ATTACHED TO SIDE OF DUCT WITH SHEET METAL SCREWS. INSULATED FLEXIBLE DUCT MAY BE U5ED FOR LOW PRESSURE RUN10UT5 TO INDIVIDUAL DIFFUSERS IN LEWGTH5 NOT TO EXCEED FIVE (5) FEET FOR EACH DIFFUSER. SEAL ALL SHEET METAL 5GREW PENETRATIONS. D. ALL RECTANGULAR AND ROUND SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM THIGKNE55 THAT CONFORMS TO THE STANDARD OF THE LOCAL CODE AND SHALL IN NO CASE BE LE55 THAN 1-1/2" AND SHALL HAVE A CONTINUOUS VAPOR BARRIER JACKET WALL JOINTS TAPED AND SEALED. FRESH AIR DUCT SHALL HAVE 2' INTERNAL DUGT LINTER FROM POINT OF OUTSIDE AIR CONNECTION TO POINT OF CONNECTION AT PLENUM BOX OR MIXINIG BOX. ALL EXP05ED SPIRAL DUCT SHALL HAVE 5PIRAGOL15TIG INTERNAL DUCT LINER, OR TOUGHGARD ULTRA ROUND BY GERTAINITEED. E. PROVIDE FLEXIBLE CONNECTION BETNEEN ALL FAN POWERED EQUIPMENT AND GONNEGTING DUCTWORK. F. ALL INSULATION, JOINING MATERIAL5, SEALER, ETC.. 5HALL HAVE A UL. FLAME SPREAD CLASSIFICATION OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT RATING NOT MORE THAN 50. 3. AIR DEVICES A. SUPPLY DIFFUSERS: (TITUS AS STANDARD) SHALL BE FURNISHED WITH BAKED WHITE ENAMEL FINISH, AND SHALL BE SELECTED FOR NECK VELOCITIES NOT EXCEEDING 800 FPM AND N015E LEVEL OF NIG-35 OR LESS. B. SUPPLY DIFFUSERS SHALL BE ROUND NECK, STEEL, MODEL TM5AA, 51ZED U511,167 CRITERIA INDICATED ABOVE FOR LAY -IN CEILING GRID TYPE CONSTRUCTION OR DRYWALL CEILING AS INDICATED ON DWG. DIFFUSERS SHALL BE COMPLETE WITH ADJUSTABLE AIR PATTERNS AND VOLUME CONTROL DAMPERS. G. RETURNS SHALL BE 22 INCH SQUARE NECK ALUM. MODEL 5OF AND/OR AS NOTED ON PLANS AND AIR DEVICE SCHEDULE. FACE VELOCITY OF RETURN REGISTERS SHALL NOT EXCEED 500 FPM. VOLUME CONTROL DAMPER NOT REQUIRED FOR RETURN INSTALLATION EXCEPT WHERE NOTED. D. COORDINATE LOCATION OF AIR DEVICES WITH LIGHTS, 5PRINKLER5, 5PEAKER, SMOKE DETECTORS, ETG. 4. EQUIPMENT A. REFER TO MECHANICAL PLANS FOR SPECIFICATIONS OF HVAC, EQUIPMENT. B. ALL NEN EQUIPMENT SHALL BE EQUIVALENT TO THE SPECIFIED ITEM. ANY AGGOMMODATIONL5 FOR ALTERNATE MANUFACTURERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR G. NEW PLATFORM EQUIPMENT SHALL HAVE VIBRATION 150LATION M05T SUITABLE FOR THE APPLICATION. D. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. E. COORDINATE UNIT LOCATION WITH LANDLORD AND 517E CONDITIONS. F. GAS PIPING SHALL BE SCHEDULE 40 (A5TM-A120) BLACK STEEL WITH 300 Ib. MALLEABLE IRON BANDED SGRENED OR HELD PATTERN FITTINGS AS APPLICABLE. G. ALL PIPING AND FITTINGS LOCATED OUTDOORS AND ABOVE GRADE SHALL BE GLEANED FREE OF RUST AND PAINTED. ALL FITTINGS TO BE MADE WITH PIPE JOINT COMPOUND. TEFLON TAPE NOT ALLOWED. 5. CONTROLS A. PROVIDE CONTROLS A5 5PEGIFIED. SPECIAL CONTROL METHODS WILL BE ADDRE55M ON AN INDIVIDUAL BASIS. B. THE CONTRACTOR SHALL PROVIDE ALL 24V WIRING INCLUDING CONNECTIONS, CHECK, TEST AND START-UP. G. CONTRACTOR SHALL SUPPLY AND PROGRAM GONTROL5 TO 5AT15FY THE REQUIREMENTS OF THE LOCAL ENERGY GORE. A 5"F DEADBAND SHALL BE PROGRAMMED WITH CAPABILITY OF 55"F HEATING AND 85"F COOLING SETBACK TEMPERATURES. GONTROL5 SHALL AL50 HAVE AN AG( E55115LE 2 HOUR OCCUPANT OVERRIDE. D. SCOPE OF WORK A. FURNI5H AND INSTALL A COMPLETE BAS FOR ALL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS AND OTHER FACILITY 5Y5TEM5 AS HEREIN DESCRIBED. THE BAS SHALL UTILIZE DIRECT DIGITAL CONTROL (DDG) AND ELECTRONIC ACTUATION. DDG SYSTEM SHALL PERFORM THE 5EQUENGE5 OF OPERATION AND BE PROVIDED WITH THE CONTROL POINTS A5 LISTED IN THIS 5EGTION. THE BASE SYSTEM DE516N OF THE BA5 SHALL INCLUDE THE FOLLOWING: I.HEATIN5/GOOLIN6 RTU WITH DEMAND CONTROLLED VENTILATION E. SYSTEM DESIGN A. IT 15 THE DE -516N INTENT TO HAVE ONE DIGITAL CONTROLLER FOR EACH SPECIFIED CONTROL SYSTEM. SPLITTING THE CONTROL POINTS A550GIATED WITH A PARTICULAR SYSTEM BETWEEN DIGITAL CONTROLLERS SHALL NOT BE ALLOWED, EXCEPT FOR COMMON DATA POINTS SUCH AS OUTDOOR AIR TEMPERATURE. B. ALL DDG CONTROLLERS SHALL BE NETWORKED TOGETHER. ALL DDG SYSTEM POINTS SHALL BE ACCESSIBLE THROUGH THE BA5 USER INTERFACE. G. ALL ROOFTOP UNITS WITH DDG CONTROLLERS TO BE NETWORKED TOGETHER ON A COMMON GOMMUNICATION BUS AND SHARE A GLOBAL SCHEDULE. F. U5ER INTERFACE A. PROVIDE A MAIN LGD USER INTERFACE NETWORKED AND GAPA13LE OF VIEWING ALL DDG CONTROLLERS. INTERFACE TO HAVE CAPABILITIES OF CHANGING 5ETPOINT5, VIENING CONTROLLER ALARMS, AND SCHEDULING OCCUPANCY. G. RTU WITH DEMAND CONTROLLED VENTILATION A. SYSTEM DESCRIPTION I. CONSTANT VOLUME ROOFTOP WITH DDG CONTROLLER 2. WALL -MOUNTED TEMPERATURE 5EN50R IN THE SPACE 3. COMBINATION G02 AND TEMPERATURE SENSOR MOUNTED NEAR THE RTU RETURN AND WIRED TO THE RTU CONTROLLER IAG INPUT FOR DEMAND CONTROLLED VENTILATION OPERATION. B. SEQUENCE OF OPERATION I. THE RTU CONTROLLER SHALL INCLUDE AN OCCUPANCY SCHEDULE ADJUSTABLE VIA THE WALL -MOUNTED LGD INTERFACE. 2. DEMAND CONTROLLED VENTILATION A. THE SPACE CO2 LEVEL SHALL BF COMPARED TO THE G02 5ETPOINT IN THE RTU CONTROLLER IF THE READING 15 BELOW THE GO2 5ETPOINT, THE RTU SHALL MAINTAIN THE BASE VENTILATION RATE. IF THE READING 15 AT/ABOVE 5ETPOINT, THE RTU CONTROLLER SHALL MODULATE THE UPSIDE AIR DAMPER OPEN TO REDUCE THE GO2 READING IN THE SPACE. B. THE RTU SHALL MODULATE THE PREHEAT CONTROL TO MAINTAIN THE DISCHARGE AIR TEMPERATURE 5ETPOINT. G. THE RTUS ECONOMIZER CONTROL DETERMINES IF IT 15 BENEFIGIAL TO USE OUT5IDE AIR FOR FREE COOLING. THE ECONOMIZER 514ALL OVERRIDE THE DEMAND CONTROLLED VENTILATION ALGORITHM TO MODULATE THE DAMPERS TO THEIR MAXIMUM P051TION ROOFTOP HVAC SCHEDULE MARK APPLICATION MFR / MODEL PATTERN FAN COOLING BORDER HEATING ELEGTRIGAL 5--I ROOM NAME Tom' MOUNTING/ NOMINAL SUPPLY GFM MIN TOTAL REQUIRED GAPAGITY, EER CAPACITY, INPUT CAPACITY, OUTPUT AFUE G VOLTAGE MGA MOGP HEIGHT;ESP, MODEL OUTSIDE AIR DISCHARGE TONS ADJ. 05A IN WG 131W RADIAL OPPOSED BLADE DAMPER BTUH BTUH 5F PER ROOM PROVIDED ALUMINUM LB5 3 eVERTICAL 1 PINING W10 6XKING 6 2,400 110 0.5 92,000 11.5 120,0 00 99,200 $1 20OV/3P 34.5 50 950 TRANE YHG-012A3 NOTES I. PROVIDE CURB ADAPTER TO CONNECT TO EX15TIWo ROOF CURB. 45 + q7 = 142 150 2. PROVIDE POWER EXHAUST 4 100% MODULATING OUTSIDE AIR ECONOMIZER KITCHEN EQUIPMENT (1) VENTILATION SCHEDULE MARK APPLICATION MFR / MODEL PATTERN MAT'L. FIN15H BORDER ACCESSORIES ACTUAL 5--I ROOM NAME ROOM PURPOSE AREA S.F. OCGUPANT OUTSIDE AIR OUTSIDE AIR TOTAL REQUIRED TOTAL REMARKS SUPPLY CFM REfURN/EXHAU5T ADJ. STEEL 2b LOAD, CFM PER GFM PER OUTSIDE AIR OUTSIDE AIR TITUS/TMS ADJ. STEEL 26 3 RADIAL OPPOSED BLADE DAMPER PERSONS PER50N 5F PER ROOM PROVIDED ALUMINUM GFM 3 DINING/SERVICE PINING W10 6XKING 455 15 is 0.18 113 + 82 = Iq5 200 2,000 1580 RTU -I KITCHEN/BOH 4E9VIN6/fi27D PREP 540 6 75 0.18 45 + q7 = 142 150 OVEN MICR KITCHEN EQUIPMENT (1) - - 0.7 l0 70 CODE EXCEPTION FOR (INC 501.2.2 �2 - DEVICES SHALL BE TINS OR APPROVED EQUAL. SEE 5PEGIFIGATION5. - CEILING MODULE SHALL BE 24X24 UNLE55 OTTE 4415E NOTED. - FLEXIBLE OR RIGID RUNOUT DUCT 51ZE SHALL 13E SAME 51ZE AS DIFRUSER - AIR PATTERN SHALL BE 4 -WAY UNLE% SHOWN OTHERWISE ON DRAWING5. NECK UNLE55 OTHERWISE SPEGIFICALLY SHOWN ON DRANINGS. - MAXIMUM NG FOR ANY DEVIGE WITH SPECIFIED CFM AND WIDE-OPEN DAMPER - 17UGT MOI1NtfED AIR DEVICES SHALL BE INSTALLED AS SHOKW ON DETAIL. 5HALL BE NO GREATER THAN NG25. ALLON THE DUGTNORK TO BE PAINTED. EXPOSED SPIRAL SUPPLY DUCT DETAIL TYPE II HOOD REQUIREMENT MEN'S RESTROCTI BATHROOM 60 EXHAUST 50 GFM/W.G. WA WA WA - WA 75 EXHAU5T EF -I. MAKE UP AIR PROVIDED FROM RTU 05A WOMEN'S RE3TIe m BATHROOM 65 EXHAUST 50 GFM/W.G. WA WA WA - WA 75 EXHAUST EF -I. MAKE UP AIR PROVIDED FROM RTU 05A TOTALS 1120 407 420 2000 1,101t: (1) 1010 7F PER tlnG 507.42) DIFFUSER & GRILLE SCHEDULE MARK APPLICATION MFR / MODEL PATTERN MAT'L. FIN15H BORDER ACCESSORIES REMARKS 5--I MILIN6 TITU6/TN5 ADJ. STEEL 26 3 RADIAL OPP05W BLADE DAMPER LAY -IN T -BAR �-2 NPE TITU5 30081. ADJ. STEEL 2b - OPPOSED BLADE DAMPER DUCT MTD. 14X8 5-3 CEILIN6 TITUS/TMS ADJ. STEEL 26 3 RADIAL OPPOSED BLADE DAMPER LAY -IN T -BAR R-1 CEILING TI1U5 56F -NT EGG GRATE ALUMINUM 26 3 WA T -BAR R-2 WALL TITUti 5iM-NT EGG GRATE ALUMINUM 26 1 WA WALL, 24'x16' T-1 CEILING TITU9 50E -NT EGG GRATE ALUMINUM 26 3 WA T -BAR T-2 WALL TITU5 50E -NT EGG GRATE ALUMINUM 26 I WA WALL �2 - DEVICES SHALL BE TINS OR APPROVED EQUAL. SEE 5PEGIFIGATION5. - CEILING MODULE SHALL BE 24X24 UNLE55 OTTE 4415E NOTED. - FLEXIBLE OR RIGID RUNOUT DUCT 51ZE SHALL 13E SAME 51ZE AS DIFRUSER - AIR PATTERN SHALL BE 4 -WAY UNLE% SHOWN OTHERWISE ON DRAWING5. NECK UNLE55 OTHERWISE SPEGIFICALLY SHOWN ON DRANINGS. - MAXIMUM NG FOR ANY DEVIGE WITH SPECIFIED CFM AND WIDE-OPEN DAMPER - 17UGT MOI1NtfED AIR DEVICES SHALL BE INSTALLED AS SHOKW ON DETAIL. 5HALL BE NO GREATER THAN NG25. EXHAUST FAN SCHEDULE TAO FOOTAGE OF MATERIALS AND INSTALLATION AREA SHALL BE 24 GAUGE, SINGLE NALL MANUFACTIJRENi/ ACTU TOTAL STATIC FAN BFC7RCAL FITTINGS SHALL BE 51NOLE NALL 12 MJMBM AREA 8 3WM OlY MODt3i CFM P*mSUFlE am WC) AMPS V/P/Hz DFrVE TYPE REMARICB MAX 12'-0' 5PAGING 15ATHW M THE DUCTNORK KITH POP RIVETS KITH A 2 �ae 95 .2 .0 115/1/GO DIRECT I DUCT. DUCT-TO-DUCT JOINTS SHALL BE NM MADE KITH THE SPIRAL SEAM ROTATED SO I. CONTPZLLED BY 6ATHdsA7M LIGHT 4WITO+ GENERAL NOTES DESIGN CRITERIA (BASED ON MAXIMUM LOAD CONDITION IN CONTIGUOUS UNITED STATES) WIND SPEED: 160 (3 SECOND GUST) EXPOSURE D: CATEGORY II NO WIND UPLIFT PER ASCE 7-02 FIGURE 6-10 SEISMIC COEFFICIENTS: Ss = 3.14 = 1.59 SITE CLASS; D PER IBC 1613.5.2 SEISMIC USE GROUP = I SEISMIC DESIGN CATEGORY: E MATERIALS • CABLE: 3/16X7X19 STAINLESS STEEL AIRCRAFT CABLE COMPLYING WITH MIL-DTL-83420 SPECIFICATIONS. • FITTINGS: SWAGED PLATED STEEL EYELET FITTINGS, SOVA • INDUSTRIES NO. 340P500 OR APPROVED EQUAL. • SCREWS: NO. 12 TEKS3 BY ITW BUILDEX OR APPROVED EQUAL • CLIMASEAL FINISH. ROOF TOP MECHANICAL UNIT NEOPRENE GASKET BY UNIT MANUFACTURER RIGID INSULATION HVAC UNIT FACTORY ROOF CURB. 14 GA MIN. THICKNESS. - ROOF DECK FASTEN CURB TO ROOF STRUCTURE. REFER TO STRUCTURAL PLANS - J2 1 JIMMY JOHN'S HVAC NOTE PROVIDE I TON OF COOLING PER EVERY 200 SQUARE FOOT OF FLOOR SPACE. NET SQUARE NOTE: ROUND DUCT 5FECIFIGATION5: EXPOSED ROUND DUGTNORK IN 5ALE5 FOOTAGE OF MATERIALS AND INSTALLATION AREA SHALL BE 24 GAUGE, SINGLE NALL SUPPORT FROM STRUCTURE SHALL BE PER SMAGNA STANDARDS GALVANIZED STEEL, SPIRAL LOGKSEAM. WITH I/4' THREADED ROD 5b TONS FITTINGS SHALL BE 51NOLE NALL 12 6 GALVANIZED STEEL, STANDING SEAM OR SOLID MELDED CONSTRUCTION. ELBOWS I' WIDE 22 GAUGE 24 GAUGE, ROUND SPIRAL SHALL BE STANDING SEAM, GORED ELBOWS. HANGER BAND SEAM DUCT. SEE DWGS. GRILLE COLLARS SHALL BE ATTACHED TO MAX 12'-0' 5PAGING FOR SIZES. THE DUCTNORK KITH POP RIVETS KITH A FINISHING FILLET OF ELA5TOMER SEAL AT THE JUNCTION OF THE COLLAR TO THE DUCT. DUCT-TO-DUCT JOINTS SHALL BE MADE KITH THE SPIRAL SEAM ROTATED SO THAT THE STANDING SEAM FORMS A SHEET METAL BOOT CONTINUOUS HELICAL PATTERN AGRO55 THE TO MATCH DUCT JOINT. ALL DUCTWORK AND FITTINGS 5HALL W/45" CONNECTION BE MANUFACTURED IN AGGORDANGE WITH 5MACNA'S HVAC, DUCT GONSTRUGTION 51DEWALL DIFFUSER (52) STANDARDS LATEST EDITION. ALL SEE 5GHEDULE EXPOSED ROUND DUCTWORK AND FITTINGS IN THE SALES AREA SHALL BE GLEANED OF ALL OILS AND COATINGS PRIOR TO INSTALLATION AND PROVIDED WITH A MILL SEAL ALL AROUND WITH PHOSPHITIZED FINISH ("PAINT GRIP", "ZING ELA5TOMER GASKET GRIP", OR 51MILAR ETCH TREATMENT) TO ALLON THE DUGTNORK TO BE PAINTED. EXPOSED SPIRAL SUPPLY DUCT DETAIL GENERAL NOTES DESIGN CRITERIA (BASED ON MAXIMUM LOAD CONDITION IN CONTIGUOUS UNITED STATES) WIND SPEED: 160 (3 SECOND GUST) EXPOSURE D: CATEGORY II NO WIND UPLIFT PER ASCE 7-02 FIGURE 6-10 SEISMIC COEFFICIENTS: Ss = 3.14 = 1.59 SITE CLASS; D PER IBC 1613.5.2 SEISMIC USE GROUP = I SEISMIC DESIGN CATEGORY: E MATERIALS • CABLE: 3/16X7X19 STAINLESS STEEL AIRCRAFT CABLE COMPLYING WITH MIL-DTL-83420 SPECIFICATIONS. • FITTINGS: SWAGED PLATED STEEL EYELET FITTINGS, SOVA • INDUSTRIES NO. 340P500 OR APPROVED EQUAL. • SCREWS: NO. 12 TEKS3 BY ITW BUILDEX OR APPROVED EQUAL • CLIMASEAL FINISH. ROOF TOP MECHANICAL UNIT NEOPRENE GASKET BY UNIT MANUFACTURER RIGID INSULATION HVAC UNIT FACTORY ROOF CURB. 14 GA MIN. THICKNESS. - ROOF DECK FASTEN CURB TO ROOF STRUCTURE. REFER TO STRUCTURAL PLANS - J2 1 JIMMY JOHN'S HVAC NOTE PROVIDE I TON OF COOLING PER EVERY 200 SQUARE FOOT OF FLOOR SPACE. NET SQUARE MINIMUM TOTAL FOOTAGE OF TONS TONS SPACE REQUIRED 5UFPLIED 1,120 SF 5b TONS b TONS NOTES: I. NET SQUARE FOOTAGE CALCULATION 15 TAKEN FROM INSIDE FINISHED FACE OF WALLS AND INCLUDES FREEZER AND WALK-IN GOOLER NOTE: NO 5UB5TITUTION5 SHALL BE APPLICABLE CODES 2007 OREGON MECHANICAL SPECIALTY CODE ALLOWED ON ANY 2010 OREGON MEGHANIGAL SPECIALTY CODE EQUIPMENT. 2008 OREGON PLUMBING SPECIALTY GORE ATTACH HOLD-DOWN TO d" WELDED UNIT BASE FRAME. 1/2" MIN. 3/16"0X7" AIRCRAFT CABLE HOLD-DOWN W/ J"O EYELIET FITTINGS 0 ENDS NO. 12 SELF -DRILLING SCREW W/ NEOPRENE WASHERS EA END OF HOLD-DOWN. STRUCTURAL MEMBER SEE STRUCTURAL PLANS NOTES: HOLD-DOWN ANCHORS ARE DESIGNED TO RESIST UPLIFT FORCES DUE TO WIND AND SEISMIC LOADINGS, ANCHORS ARE NOT DESIGNED TO TRANSFER HORIZONTAL FORCES. AVAILABLE FROM COIL -TECH 877.735.2956 HOLD-DOWN QUANTITY SCHEDULE HVAC UNIT WT LBS TOTAL NO. OF HOLD-DOWNS TOTAL NO. OF HOLD -DOWNS/ SIDE S2500 4 2 55000 8 4 57500 12 6 PROVIDE REQUIRED NUMBER OF HOLD-DOWN BRACKETS FOR EACH MECHANICAL UNIT AS PER WEIGHT LISTED IN MECHANICAL SCHEDULE 4 C 4 SEISMIC HOLD-DOWN TYPICAL MECHANICAL UNIT PLAN ROOFTOP UN I T SE I SM I C ANCHORAGE DETA I L III SCALE:: NONE I SCALE:: NONE: I JMMY JOHN'S B01HaL WADWGVI101.DWG 11-06-2013 16:44 ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON 1tVtrcv I0j%jV, Sine" 11 1983 CD RMCTASAND'NIGn£A JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 (3 Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantec.com Copyright Reserved The contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omission• shall be reported to Stantec without delay. The Copyrights to all designs and drawings ars the property of Stantee. Reproduction or use for any purpose other than that authorized by Stantec Is forbidden. ,tkGI 15,423 � 6 OR G qip 31, `).OSp? 1a K Q Roe 3 MILESTONE/ REVISION5 )OGOm 1U te1116' wr 1&07WA1014 JJ C040m p 82 ©9 WMX IIf:111010N to 4A11M M RMMION 14 ©7MM04 R81116ION 1E 0 0 DR. BY: GVH APPR.: JJ STANTEG s 20018000 6ENERAtL NOTES SCHEDULES 44101 NOTE: CONTRACTOR TO CONFIRM TYPE OF WALK—IN COMPRESSOR CONFIGURATION WITH EQUIPMENT SUPPLIER AND FRANCHISEE. OPTIONS ARE REMOTE AND DIRECT MOUNTED. REFERENCE SHEET MEP -3 FOR ALTERNATE COMPRESSOR INSTALLATION. CONTACT JUSTIN CHAPMAN WITH KEC DESIGN 217-356-1640. C H� G ROOF PLAN /V SCALE: 1/4" = 1'-0" JMMY JOHN'S BOTHaL WA\DWG\M20t.DWG 11-06-2013 16:44 �A =L_OOR FLAN SCALE: I/4" = I'—O" MEGHANIGAL KEYED NOTES (� ROUTE EXHAUST DUCT UP TO ROOF. LOCATE E* UST DUCT MIN 10'-0' FROM ROOFTOP UNIT 05A INTAKES. 0 PROVIDE DUCT SMOKE DETECTOR IN RETURN DUCTWORK IF NOT ALREADY INSTALLED IN EXISTING SYSTEM. PROVIDE WIRING COR EGTION5 TO 5WTDOM WAG UNIT IN ALARM GONDITION. O PROVIDE NEW T -STAT MEETING ENERGY CODE REQUIREMENTS. CLEAR LOGIC BOX FOR THERM05TAT REQUIRED. 0 NOT USED. CONDENSERS FOR FREEZER AND REFRIGERATOR ARE LOCATED ABOVE WALK-IN UNITS. © PLUM511,16 VENT THRU ROOF. O EXISTING 6A5 LINE. O EXISTING CONDENSATE DRAIN. JIMMY JOHN'S NOTES I. HVAC, CONTRACTOR TO COORDINATE INSTALLATION WITH ALL TRADES. 2. SPIRAL DUGTYyORK TO BE INSTALLED AS HIGH AS P0551BLF IN EXPOSED AREAS. NO EXCEPTIONS. 3. COORDINATE DUCT LOCATION WITH TRACK LIGHTING, ROUTE DUCTWORK AROUND TRACK LIGHTING AS REQUIRED. 4. CONTRACTOR TO FIELD VERIFY EXACT PLACEMENT FOR NEW ROOF TOP EQUIPMENT. 5. CONTRACTOR TO COORDINATE WITH SHELL ARCHITECT/ LANDLORD FOR EXACT AIG UNIT PLACEMENT. COORDINATE ALL DESIGN WITH SHELL 5TRUGTURAL ENGINEER. b. EXPOSED SPIRAL DUCT TO BE RUN TIGHT TO BOTTOM OF JOISTS. -1. AIR HANDLERS WILL PROVIDE AT LEAST I TON OF GOOLING PER EVERY 200 SQUARE FEET. 8. ALL EXPOSED DUGTWORK 15 TO BE SPIRAL DUCTWORK. NO EXCEPTIONS. GENERAL NOTES I. ALL DUCTWORK RUN IN CONGEALED AREAS AND UN -CONDITIONED 5FACE-5 TO BE EXTERNALLY INSULATED WITH 1-1/2" FIBERGLASS INSULATION WITH A5J. JACKET. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR BUT NOT LIMITED TO THE FOLLOWING: A. CUTTING AND REPLAGING/REPAIRING OF ALL EXISTING WALLS FOR REQUIRED PENETRATIONS. B. SEALING OF ALL PENETRATIONS TO MAINTAIN FIRE ASSEMBLY RATING. G. CONTRACTOR 15 TO COORDINATE WITH LANDLORD ALL LOCATIONS AND ROUTING OF EQUIPMENT SHOWN ON PLANS AND MAINTAIN LANDLORDS STANDARDS. D. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE EXISTING CONDITIONS (IE. PLUMBIN(5, ELECTRICAL, SPRINKLER AND STRUCTURAL) TO AVOID CONFLICT. 3. ADJUST DUGT SIZES AND ROUTING TO FIT IN AVAILABLE GEILIN6 SPACE. HVAC LEGEND SYMBOL DESCRIPTION ®5 AIR DIFFUSER 5-I-124x24x 24 d 5-312A2 SUPPLY AIR DIFFUSER 5-2 IOxb AIR GRILLE zRETURN R -I 24x24 RETURN AIR GRILLE R-2 EXHAUST AIR GRILLE TRANSFER AIR 6RILLE T-2 0 PROGRAMMABLE TYI8zmo TAT DAMPER FLEXIBLE DUCT ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON OD RMETESANDM'IGx£5 JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 (3 Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing — any snore or omiseions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec Is forbidden. NG II N FIRP 5423 a; ORS 31, Z�e6� l� k 4 Roe 3 t}1 MILESTONE/ REV1510N5 ) X"W JJ Prim Wr ,I 09/07 9014 W WNWIS Q9o14O= MVI610N a Q0ot4osx FLY&M to 4Q�ol4o�a tdl:tfl M04 ®�OI4L6p4 M ISM 4 A 0 DR. BY: GVN APPR.: JJ STANTEG p 200185306'S FLOOR FLAN M201 BEND MUST BE BRANCH DUCT RIGID ROUND DUCT. ❑ 11. Freeze Protection and Snow melt system controls. Freeze protection systems, such as heat tracing of outdoor piping and heat RI L14. Supply air economizers shall be provided on each cooling system and are capable of providing 100 -percent outdoor air, even if exchangers, including self-regulating heat tracing, include automatic controls capable of shutting off the systems when outdoor air additional mechanical cooling is required to meet the cooling load of the building. Systems provide a means to relieve excess outdoor temperatures meet code criteria. air during economizer operation to prevent overpressurizing the building. Exception(s): COMcheck Software version 3.9.2 Plans reference page/section: ❑ Cooling equipment less than 54,000 Btu/hr total cooling capacity. ❑ 12.Separate air distribution systems. Zones with special process temperature requirements and/or humidity requirements are served by Mechanical C I i Certificate separate air distribution systems from those serving zones requiring only comfort conditions; or shall include supplementary control Plans reference page/section: o m p a n ce provisions so that the primary systems may be specifically controlled for comfort purposes only. Exception(s): Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ [503.2.4.8 +j Zones requiring only comfort heating or comfort cooling that are served by a system primarily used for process ❑ 1. Calculation of heating and cooling loads. Design loads are determined in accordance with the procedures described in the MOUNT BOTTOM OF temperature and humidity control. DUCT AT 10'-14'AFF ASHP.AE/ACCA Standard 183. Alternatively, design loads have been determined by an approved equivalent computation procedure. 2010 Oregon Energy Efficiency Specialty Code ATTACH RIGID DUCT TO FLEX Plans reference page/section: DUCT WITH STRAP, TYP. ❑ 2. Packaged Electric Equipment. Specified packaged electrical equipment has a heat pump as the primary heating source. CONTINUOUS ROD ON ❑ 13. Humidity control. If a system is equipped with a means to add or remove moisture to maintain specific humidity levels in a zone or Exception(s): Section 1: Project Information ALL DAMPERS OVER 12 a zones, a humidity control device is provided. ❑ Unstaffed equipment shelters or cabinets used solely for personal wireless service facilities. , FLEXIBLE DUCT, MAX LENGTH DAMPER Plans reference page/section: ❑ Requirement is not applicable. Project Type: New Construction 6'-0" TO BE USED IN VERTICAL ARM Project Title : Jimmy Johns Tigard, OR DROP ONLY ❑ 14. Humidity control. Where a humidity control device exists it is set to prevent the use of fossil fuel or electricity to produce relative Plans reference page/section: MANUAL AIR VOLUME humidity in excess of 30 percent. Where a humidity control device is used for dehumidification, it is set to prevent the use of fossil fuel RIX Construction Site: Owner/Agent: Designer/Contractor: DAMPER NEAR MAIN or electricity to reduce relative humidity below 60 percent. ❑ 3. Equipment and system sizing. Heating and cooling equipment and systems capacity do not exceed the loads calculated in accordance 11681 SW Pacific HWY Mark Robison DUCT, TYPICAL Exception(s): with Section 503.2.1. Tigard, OR 97223 Robison Engineering ❑ Hospitals, process needs, archives, museums, critical equipment, and other non -comfort situations with specific humidity Exception(s): 2030C 19th Ave NE fOShoreline, iv requirements outside this range. � ❑ Required standby equipment and systems provided with controls and devices that allow such systems or equipment to operate WA 98155 -vy 14 automatically only when the primary equipment is not operating. 206-364-3343 Plans reference page/section: - ❑ Multiple units of the same equipment type with combined capacities exceeding the design load and provided with controls that ❑ 15. Humidity control. Where a humidity control device exists it is set to maintain a deadband of at least 10% relative humidity where no have the capability to sequence the operation of each unit based on load. Section 2: General Information DIFFUSER SECURE WITH active humidification or dehumidification takes place. \� 2'-0" (4) #10 SCREWS T -RUNNER, TYPICAL Exception(s): Plans reference page/section: Building Location (for weather data): Adair Village, Oregon ❑ Heating for dehumidification is provided with heat recovery or heat pumping and the mechanical cooling system efficiency is 10 ACOUSTIC CEILING ❑ 4. HVAC E Requirements. Reported efficiencies have been tested and rated in accordance with the applicable test Climate Zone: 4c FIELD FABRICATED 6" SQUARE TO TILE/ GRID percent higher than required in section 503.2.3, HVAC equipment performance requirements. re. The efficiency has procedure. The efficiency has been verified through certification under an approved certification program or, if no certification program ROUND ADAPTOR. Plans reference page/section: exists, the equipment efficiency ratings are supported by data furnished by the manufacturer. Section 3: Mechanical Systems List ❑ 5. Thermostatic Controls. The supply of heating and cooling energy to each zone is controlled by individual thermostatic controls that ❑ 16. Ventilation. Ventilation, either natural mechanical, is provided in accordance with Chapter 4 o International Mechanical Code. respond to temperature within the zone. Quantity, System_Type 8, Descrytion ty id air Where mechanical ventilation is provided, the system has the capability to reduce the outdoor air supply to the minimum required by GE I L I NG DIFFUSER DET IL Chapter4 ofthe International Mechanical Code. Plans reference pagelsection: 1 HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace Gas Capacity = 120 kBtu/h 9 P ty Plans reference page/section: ❑6. Heat pump supplementary heat. Heat pumps having supplementaryelectric resistance heat have controls that except during defrost Proposed Efficiency - 81.00% Et, Required Efficiency - 80.00% Et SCALE: NONE ❑ 17.Demand controlled ventilation (DCV). DCV is required for spaces larger than 500 ft2 for simple systems and spaces larger than 150 ft2 prevent suoplementary heat operation when the heat pump can meet the heating load. Coaling: 1 each - Rooftop Package Unit, Capacity = 72 k9tu/h, Air -Cooled Condenser, Air Economizer for multiple zone systems. Plans reference page/section: Proposed Efficiency = 11.50 EER, Required Efficiency = 11.00 EER Exception(s): Fan System: None ❑ Systems with energy recovery complying with Section 503.2.6 ❑ 7, Set point overlap restriction. Where used to control both heating and cooling, zone thermostatic controls provide a temperature range Spaces less than 750 ft2 (69.7 m2) where an occupancy sensor turns the fan off, closes the ventilation damper, or closes the or deadhand of at least 5°F (2.8°C) within which the supply of heating and cooling energy to the zone is capable of being shut off or Section 4: Requirements Checklist ❑ THIS DIM MUST BE zone damper when the space is unoccupied, reduced to a minimum. Exception(s): AT LEAST 112 OF "A" In the following requirements, blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkmarks Plans reference page/section: ❑ Thermostats requiring manual change over between heating and cooling modes. identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference pagelsection' identifies where in the plans/specs the requirement can be verified as being satisfied. BRANCH DUCT 30° OR ❑ 18. Kitchen hoods. Kitchen makeup is provided as required by the Oregon Mechanical Specialty Code. Plans reference page/section: LESS, TYP Exception(s): Requirements Specific To: HVAC System 1 : ❑ Where hoods are used to exhaust ventilation air that would otherwise be exhausted by other fan systems. LI8. Optimum Start Controls. Each HVAC system has controls that vary the start-up time of the system to just meet the temperature set ❑ 1. Equipment meets minimum efficiency: Central Furnace (Gas): 80.00 % El (or 78% AFUE) Kitchen exhausts stems that include exhaust air energy recovery complying with section 503.2.6. ❑ Y 9Y rY PY 9 point at time of occupancy. 2. Equipment meets minimum efficient Rooftop Package Unit: 11.00 EER 11.2 IEER ❑Y� P 9 ( ) Q MANUAL VOLUME DAMPER Plans reference page/section: ❑ 3. Energy recovery ventilation systems. Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a Plans reference a e/section: 45° P 9 ON FITTING, TYPICAL minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. ❑ 19, Enclosed parking garage ventilation controls. In Group S-2, enclosed parking garages used for storing or handling automobiles employs ❑ 9. Off -hour controls. Each zone is provided with thermostatic setback controls that are controlled by either an automatic time clock or Exception(s): automatic carbon monoxide sensing devices. programmable control system. ❑ Where energy recovery systems are prohibited by the International Mechanical Code. MAIN DUCT max. Exception(s): ❑ Systems serving spaces that are not cooled and are heated to less than 60°F. Plans reference page/section: ❑ Zones that will be operated continuously. ❑ Where more than 60 percent of the outdoor heating energy is provided from site -recovered or site solar energy. ROUND BRANCH DUCT DUCT UNDER BEAM OR CROSSOVER ❑ 20. Duct and plenum insulation and sealing. All supply and return air ducts and plenums are insulated with the specified insulation. When ❑ Zones with a full HVAC load demand not exceeding 6,800 Btu/h (2 kW) and having a readily accessible manual shutoff switch. ❑ Type 1 kitchen exhaust hoods. SECTION located within a building envelope assembly, the duct or plenum is separated from the building exterior or unconditioned or exempt ❑ Cooling systems in climates with a 1 -percent cooling design wet -bulb temperature less than 64°F (18°C). spaces minimum of R-8 insulation. All ducts, air handlers and filter boxes are sealed. Joints and seams comply with Section 603.9 Plans reference page/section: ational Mechanical Code. SADDLE TAP OR of the International ❑ Systems requiring dehumidification that employ series -style energy recovery coils wrapped around the cooling coil when the SPIN -IN FITTING 1/4 OF "B" Exception(s): ❑ 10.Shutoff damper controls. Both outdoor air supply and exhaust are equipped with not less than Class I motorized dampers. evaporative coil is located upstream of the exhaust air stream. ❑ When located within equipment. Exception(s): Systems exhausting toxic, flammable, paint exhaust, corrosive fumes, or dust. ❑ y 9 BRANCH DUCT ROUND BRANCH ❑ When the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15°F (8°C). ❑ Gravity dampers shall be permitted for outside air intake or exhaust airflows of 300 cfm or less. ❑ Laboratory fume hood systems that include qualifying features. Plans reference page/section: Plans reference page/section: m O LLMANUAL F45-' VOLUME DAMPER Project Title: Jimmy Johns Tigard, OR Report date: 01/30/14 Project Title: Jimmy Johns Tigard, OR Report date: 01/30/14 Project Title: Jimmy Johns Tigard, OR Report date: 01/30/14 MAIN DUCT RECTANGULAR MAIN Data filename: Untitled.cck Page 3 of 5 Data filename: Untitled.cck Page 2 of 5 Data filename: Untitled.cck Page 1 of 5 DUCT RECTANGULAR MAIN / ROUND RECTANGULAR BRANCH DUCT BRANCH DUCT ❑ 31.Series fan -powered terminal unit tan motors. Fan motors for series fan -powered terminal units are electronically -commutated motors and have a minimum motor efficiency of 70 percent when rated in accordance with NEMA Standard MG 1-2006 at full load rating ❑ 21. Low-pressure duct systems. All longitudinal and transverse joints, seams and connections of low-pressure supply and return ducts are conditions. securely fastened and sealed with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric systems or tapes installed in DUCT CONNECTION DETAILS Plans reference pagelsection: accordance with the manufacturer's installation instructions. Ezception(s): ❑ 32. Hot Gas Bypass Limitation. For cooling systems c= 240 kBtu/h, maximum hot gas bypass capacity is no more than 50% total cooling ❑ Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. capacity. pressure classification. SCALE: NONE Plans reference page/section: Plans reference page/section: ❑ 22. Medium -pressure duct systems. All ducts and plenums designed to operate medium -pressure are insulated and sealed in accordance with Section 503.2.7. Pressure classifications specific to the duct system are clearly indicated on the construction documents. ROOF FRAMING Section 5: Compliance Statement ALL WEATHER Plans reference page/section: VENT CAP Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications ❑ 23. High-pressure duct systems. Ducts designed to operate at high-pressure are insulated and sealed in accordance with Section 503.2.7. and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2010 In addition, ducts and plenums are leak -tested in accordance with the SMACNA HVAC Air Duct Leakage Test Manual. Oregon Energy Efficiency Specialty Code requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Plans reference page/section: Requirements Checklist. I ❑ 24. Air system balancing. Each supply air outlet and zone terminal device is equipped with means for air balancing in accordance with the SOLDER ALL ROUND � requirements of IMC 603.17. Discharge dampers intended to modulate airflow are prohibited on constant volume fans and variable FLEX. CONN. I STORM „ r _ _ __ . _ _ _ _...__... ._..._._.. _____ ._.._...._.._.._.____. volume fans with motors 10 horsepower. (TYPICAL) I I COLLAR Name - Title Signature Date FLASH PENETRATION EXHAUSTFAN THROUGH ROOF z_ Section 6: Post Construction Compliance Statement Plans reference page/section: ❑ 25.Manuals. The construction documents require that an operating and maintenance manual be provided to the building owner by the RUBBER -IN- 3 ROOFING T - T2.1- mechanical contractor. See long description for specifications. I SHEAR VIBRATION o Y EXHAUST FAN �- ❑ HVAC record drawings of the actual installation, system capacities, calibration information, and performance data for each equipment Plans reference page/section: ISOLATORS ROOF INSULATION - provided to the owner. I I O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. ❑ 26.Air System Design and Control. Each HVAC system having a total fan system motor nameplate hp exceeding 5 hp meets the provisions TLlHVAC ROOF STRUCTURE i i ❑ Written HVAC balancing and operations report provided to the owner. of Sections 503.2.10.1 through 503.2.10.2. EXHAUST(MEN'S) EXHAUST(WOMEN'S) 22 GAUGE SLEEVE I I The above post construction requirements have been completed. Plans reference page/section: 2" TYPICAL ALL AROUND -i EXHAUST DUCT ❑ 27.Allowable fan floor horsepower. Each HVAC system at fan system design conditions does not exceed the allowable fan system motor nameplate hp (Option 1) or fan system bhp (Option 2) as shown and calulated in requirement details. RESTROOM EXHAUST DETAIL Principal Mechanical Designer -Name Signature Date Exception(s): Hospital and laboratory systems that utilize flow control devices on exhaust and/or return to maintain space pressure relationships LlHospitspit necessary for occupant health and safety or environmental control shall be permitted to use variable volume fan power limitation. ❑ Individual exhaust fans with motor nameplate horsepower of 1 hp or less. SCALE: NONE Plans reference page/section: ❑ 28. Motor nameplate horsepower. For each fan, the selected fan motor is no larger than the first available motor size greater than the brake horsepower (bhp). Exception(s): ❑ For fans less than 6 bhp, where the first available motor larger than the brake horsepower has a nameplate rating within 50 FYD n DRA-ZORB ISOLA TING percent of the bhp, selection of the next larger nameplate motor size is allowed. DURA -BLOCK #DBIO GRA- CLAMP WITH ❑ For tans 6 bhp and larger, where the first available motor larger than the bhp has a nameplate rating within 30 percent of the bhp, SUPPORT ISOLATOR ROOFTOP selection of the next larger nameplate motor size is allowed. UNIT Plans reference page/section: EXTEND CONDENSATE TO INDIRECT TERMINATION AT ❑ 29. Large Volume Fan Systems. Fan systems over 8,000 (7 m3/s) cfm without direct expansion cooling coils that serve single zones reduce APPROVED airflow based on space thermostat heating and cooling demand. A two -speed motor or variable frequency drive reduces airflow to a maximum 60 percent of peak airflow or minimum ventilation air requirement as required by Chapter 4 of the International Mechanical Code, whichever is greater. Exception(s): ❑ Systems where the function of the supply air is for purposes other than temperature control, such as maintaining specific humidity levels or supplying an exhaust system. Plans reference page/section: ❑ 30.AII air-conditioning equipment and air -handling units with direct expansion coaling and a cooling capacity at ARI conditions greater than or equal to 110,000 Btulh that serve single zones have their supply fan operation controlled according to code specific requirements. Exception(s): ❑ Systems where the function of the supply air is for purposes other than temperature control, such as maintaining specific humidity 4x4 TREATED levels or supplying an exhaust system. DRAIN PLUG WOOD BLOCKING 6A5 COCK(TYP) Plans reference page/section: PVC SINGLE PLY MEMBRANE AS PLUGGED TEE UNION SACRIFICIAL PAD 11 11 11 11 U I ROOFTOP UNIT HORIZONTAL DRAINAGE PIPING 15 TO HAVE A SLOPE OF NOT LE -55 THAN 1/4" PER FOOT Project Title: Jimmy Johns Tigard OR Report date. 01/30/14 Project Title Jimmy Johns Tigard, OR Report date. 01/30/14 TO GA5 LINE Data filename: Untitled.cck Page 5 of 5 Data filename: Untitled.cck Page 4 of 5 SEDIMENT TRAP RTU CONDENSATE DRAIN CCAS CONNECTION DETAIL SCALE: NONE SCALE: NONE a Mw i =A Nuar" tAblel % M ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON i1�MY IoNN',s Since11 1983 D Va r.TASANDWSC1GREATE6' JIMMY JOHN'S 1773 11681 SW PACIFIC HWY TIGARD, OR 97223 (3 Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantec.com Copyright Reserved The Contractor shall verify and be rosponsiNs for all dimensions. DG NOT scab the drawing - arry errors or orolssions shall be reported to Stantec without delay. The Copyrights to all designs and drawings aro the properly of Stantec. Reproduction or use for any purpose other than that authorized by Stonrtec Is forbidden. D PR G I NF ,p`si0 �v 15,4 0: 0 EGON . ZOSo� Il k q 8063 ty MILESTONE/ REV151OZ )OUOUO( JJ III Wr Darloan04 uc man Qs =4= Revlel0 a MOM 0 4Q90MMO NilYSM w4 &JO' 14 004 REIIIOION O A PK BY: GVM A"K: JJ STANTEC p 2001055016'3 MECHANICAL L DETAILS 4 WWLIAINCE M 301 PLUMBING LEGEND SANITARY BELOW FLOOR GW GREASE WASTE BELOW FLOOR — — — — — — — — — — VENT BELOW FLOOR V VENT ABOVE FLOOR COLD WATER -- HOT WATER NOTES 0 FLOOR DRAIN ® FLOOR CLEANOUT It WALL CLEANOUT ® FLOOR SINK ALL PLUMBING FIXTURES TO BE FULLY ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES ACT OF 1990. FIXTURES AND THEIR INSTALLATION SHALL ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) PUBLICATION A117.1 — PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE AND/OR GOVERNING CODES. — ALL PLUMBING FIXTURES EQUIPMENT, TRIM, & FITTINGS SHALL COMPLY WITH CITY REQUIREMENTS, AND FEDERAL REGULATIONS AND CODES, INCLUDING, BUT NOT LIMITED TO, WATER AND ENERGY CONSERVATION CODES. THE SCHEDULED AND/OR SPECIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR THE CONTRACTORS BASE BID. IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATIONS IN ALL RESPECTS, THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURES, EQUIPMENT, TRIM, OR FITTINGS. THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTORS BID INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS & CODES. 2. PROVIDE THERMOSTATIC MIXING VALVE AT ALL LAVATORIES AND HAND SINKS. PROVIDE ZURN TMV-1, 1 TO 15 GPM, NOT TO EXCEED 3 PSI, W/ UNION STOP CHECK INLETS, AND REMOVABLE STAINLESS STEEL STRAINERS, DIAL THERMOMETER AND DISCHARGE VALVE. SUPPLIES 110-F. 3. ALL ROOF PENETRATIONS SHALL BE APPROVED BY LANDLORD AND DONE IN ACCORDANCE WITH ROOF MANUFACTURERS RECOMMENDATIONS SO AS NOT TO VOID THE WARRANTY. 4. PLUMBER IS TO VERIFY THAT ALL KITCHEN EQUIPMENT SUPPLIED WITH DOMESTIC WATER IS ALSO SUPPLIED WITH BACKFLOW PROTECTION. 5. NO SUBSTITUTIONS SHALL BE ALLOWED ON ANY EQUIPMENT. 6. DIRECT MOUNT COMPRESSOR IS SELF CONTAINED, CONDENSATE LINES ARE NOT REQUIRED. JIMMY JOHN'S BLUE PRINT APPROVAL NOTES: 1. THE TOP OF ALL IN—FLOOR FIXTURES ARE TO BE FLUSH WITH THE FINISHED FLOOR TILE. NOTE: THERE WILL BE ABSOLUTELY NO SUBSTITUTIONS ALLOWED FOR ANY PLUMBING PLUMBING FIXTURE SCHEDULE PRODUCTS AS SPECIFIED. THIS INCLUDES ALL ZURN PRODUCTS. MANUFACTURER STORAGE EWT LWT UTILITIES ELECTRIC ELEMENT MARK ITEM MANUFACTURER MODEL NO DEG. REMARKS CW HW W VT PH STAGES TEMP F ®ICE/BEVERAGE BY VENDOR WH -1 1/2" 50 INTO FS 140 74 TEE OFF SODA FOR TEA BREWER 208 UNIT 1 (1) 18 KW PROVIDE DVE-52 ICE -MAKER HOSHIZAKI KM-28OMWH (2) 1/2" WATER COOLED ICE MAKER. PROVIDE W/ HOSHIZAKI 17 B-30OPF BIN - SEE 3/P2. HAND SINK UNIVERSAL EHS-1 1/2" 1/2" 1-1/2" 1-1/2" 110^ PROVIDE SQUARE TUBE, FLOOR MOUNTED CARRIER. SEE 19 STAINLESS NOTE 2 FOR THERMOSTATIC MIXING VALVES REQUIREMENTS. FAUCET UNIVERSAL CHF -04 GOOSENECK FAUCET. STAINLESS MOP BASIN ZURN Z1996 -24 -SF 3/4" 3/4" 3" 2" 140^ 20 FAUCET ZURN Z1996 -SF WALL -MOUNT WITH 1/2" IPS FLANGED FEMALE INLET, VACUUM BREAKER SPOUT, PAIL HOOK, 3/4" HOSE THREAD, LEVER QR HANDLES AND ROUGH CHRO F AK R P YER. FAUCET TO BE INSTALLED 3'-0" AFF AND CENTERED ON MOP SINK. 21 3COMPARTMENT UNIVERSAL #3N1620 -2D18 -I 1/2" 1/2" INTO 140^ _'SEE 11P2. SINK W/ 2- 18" STAINLESS FS DRAIN BOARDS FAUCET ZURN Z8421-11.0002, (& Z842H1-15F if an L shaped sink 34 WATER FILTER CUNO #15 1/2" VEGETABLE SINK UNIVERSAL 1/2" 1/2" INTO 140^ z� STAINLESS FAUCET ZURN Z842H1-15F WC -1 HANDICAP ZURN ZURN Z5615 1" 4" 2" FURNISH WITH ZURN OPEN FRONT SEAT MODEL Z5955SS WATER CLOSET STOP VALVE. WALL CARRIER MODEL ZN1204-N4. FLUSH VALVE MODEL Z6000-AV-WS1 1.6GPF. 1" CONNECTION TO FLUSH VALVE AT 26-1/2" AFF. LAV -1 HANDICAP ZURN MODEL Z5354 1/2" 1/2" 1-1/2" 1-1/2" 110^ FURNISH W/ZURN Z812131 FAUCET WITH VANDAL RESISTANT WALLHUNG AERATOR AND GRID DRAIN. PROVIDE FLOOR MOUNTED LAVATORY CARRIER & TRU-BRO LAV GUARD. SEE NOTE 2 FOR THERMOSTATIC MIXING VALVES REQUIREMENTS FDA FLOOR DRAIN ZURN MODEL ZN415-3NH-6S-P 4" 2" TYPE "N" STAINER. PROVIDE WITH COMPLETE BODY ASSEMBLY WITH TRAP PRIMER CONNECTION - SEE 2/P2. FD -2 FLOOR DRAIN ZURN MODEL ZN415-3NH- 3" 2" FLOOR DRAIN IS TO BE FLUSH WITH FINISH FLOOR. 6S -CONE FCO FLOOR ZURN MODEL ZN1400-3NH-6T - - POLISHED NICKEL BRONZE TOP CLEANOUT WCO WALL CLEANOUT ZURN MODEL Z-1441-2 - - SMOOTH, STAINLESS STEEL ACCESS COVER GTA GREASE TRAP ZURN MODEL GT -2700-50 4" 2" 50 G.P.M. FLOW RATE, 100 LBS CAPACITY, FLUSH -WITH -FLOOR INSTALLATION, 4" TAPPED INLET AND OUTLET, HEAVY-DUTY NON-SKID GASKETED COVER SECURED WITH STAINLESS STEEL BOLTS, FLOW CONTROL VALVE. GC TO VERIFY IF EXTENSION KIT WILL BE REQUIRED PRIOR TO INSTALLATION FS -1 FLOOR SINK ZURN MODEL Z1901-3NH-2-25 3" 2" 12"x12" FLOOR SINK, 3" OUTLET HALF -GRATE, A.R.E. BUCKET, BOTTOM DOME STRAINER. - TOP OF FLOOR SINK IS TO BE FLUSH WITH TOP OF FLOOR TILE. FS -2 FLOOR SINK ZURN MODEL Z1910-3NH-2-25 3" 2" 8"x8" FLOOR SINK, 3" OUTLET HALF -GRATE, A.R.E. BUCKET, BOTTOM DOME STRAINER. - TOP OF FLOOR SINK IS TO BE FLUSH WITH TOP OF FLOOR TILE. TP -1 TRAP PRIMER PPP P1-500 W/ADAPTER 1/2" 3" 2" INTEGRAL BFPAND VACUUM BREAKER MOUNT ABOVE CEILING NO SUE35TITUTIONS ON ANI' FIXTURES. ELECTRIC WATER HEATER SCHEDULE MANUFACTURER STORAGE EWT LWT REC. ELECTRIC ELEMENT MARK AND MODEL NO. CAPACITY DEG. DEG. GPH REMARKS KW VOLT PH STAGES (GALLONS) F F WH -1 A.O.SMITH 50 40 140 74 18 208 3 1 (1) 18 KW PROVIDE DVE-52 INTEGRAL HEAT TRAPS - SEE 5/P-2 PLUMBING FIXTURE SUPPLIER I KEC DESIGN CONTACT: DAN PROCTOR 301 MERCURY DRIVE SUITE 1 CHAMPAIGN, IL 61822 PHONE: 217.356.1640 FAX: 217.356.1661 EMAIL: danproctor@kecdesign.net ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON ,1wtriY 10jjjy'S Sinfs �� /983 Da AMETSSANDW CnEs JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 (I Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scab the drawing — ary errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec Is forbidden. D PR NG I N�F,ps�o 15,423 O OREGON 31, 4 31 20� �2 qRK q RO03 t & MILESTONE/ REV1510N5 XXXXXX .0 P&M Wr QI 09Mra14 U 0040 B hixK m mmmoo Q4 90140215 111112%11110104 ©9 AMD4 RMI" is 0 DR. BY: GVH APPR.: JJ STANTEG p 200655M GENERAL NOTES 5GHEDULES P1 01 NOTE: CONTRACTOR TO CONFIRM TYPE OF WALK—IN COMPRESSOR CONFIGURATION WITH EQUIPMENT SUPPLIER AND FRANCHISEE. OPTIONS ARE REMOTE AND DIRECT MOUNTED. REFERENCE SHEET MEP -3 FOR ALTERNATE COMPRESSOR INSTALLATION. CONTACT JUSTIN CHAPMAN WITH KEC DESIGN 217-356-1640. .I' ear, Box Brzeao o� =zooFeR �c NBGL.J I� Irl I Mi�1hill.1i"O!"o '�' AZ on 00 tIIP11 00 36"r L' 5._. GON50L. 1 z z WATER SUPPLY PLAN SCALE: 1/4" = 1'-0" IV COPYRGHT 2713, ROSSON oraHORK NG a3r0111ST FA_M\_ 1n` JOFN'S\230-1208 ,dYY J" S TIGARD. OR\DNC\M.DNG 12-28-2013 13:50 FILTERED WATER- OUTLET WATER SUPPLY - INLET LL LL d 00 6UNO WATE� � I LTF_� DETAIL �4 NOT TO 564-E a Ld WASTE & VENT PLAN SCALE: 1/4" = 1'—O" PLUMBING KEYED NOTES Oj Y4' CW DOWN TO THE ICE MACHINE. PROVIDE TEE WITH W STUB FOR ICE MAKER (VIA FILTER). FILTER SHALL BE LOCATED IN THE MOST SERVICEABLE LOCATION IN REFERENCE TO THE ICE MACHINE. PROVIDE SHUT—OFF VALVES ON BOTH SIDES OF THE FILTER. FILTERED WATER LINE IS THEN RUN WITHIN WALL CAVITY TO THE BACK OF THE ICE MACHINE AND STUB OUT TO ANOTHER SHUT OFF VALVE MOUNTED AT 67" AFF. CONNECT THE SHUT—OFF VALVE TO THE WATER SUPPLY FOR ICE MACHINE WITH A METAL BRAIDED HOSE. PROVIDE A SECOND TEE (NOT FILTERED), WITH h- STUB FOR COOLING UNIT WITH BACK FLOW PREVENTER, STUBBED OUT BEHIND THE ICE MACHINE (67" AFF) TO ANOTHER SHUT OFF VALVE. CONNECT SHUT—OFF VALVE TO WATER—COOLED ICE MACHINE CONDENSER WITH BRAIDED METAL HOSE AS WELL. PROVIDE AND INSTALL WATTS SD -3 IN—LINE ASSE 1022 BACKFLOW PREVENTION OR EQUAL. REFER TO DETAIL 7, ON DRAWING P301 FOR PIPING DIAGRAM. h7 COLD WATER TO ICE/BEVERAGE MACHINE AND ICE TEA BREWER BENEATH SLAB. TEE OFF SODA FOR TEA BREWER. PROVIDE SHUT—OFF VALVE AT SODA CABINET IN ACCESSIBLE LOCATION. COORDINATE WITH BEVERAGE COMPANY FOR CONNECTIONS TO TAKE PLACE INSIDE THE CABINET. PROVIDE WATTS SD -3 IN—LINE ASSE 1022 BACKFLOW PREVENTION. CONNECT 4" SANITARY TO EXISTING SANITARY MAIN. VERIFY EXACT LOCATION IN FIELD. ALL UNDERGROUND PIPING IS 4" 0 16" PITCH. ® 2" VENT LINE. 4" VTR. PROVIDE WEATHERPROOF VENT CAP WITH BUG SCREEN. © 4" KITCHEN WASTE ® A" PITCH MIN. O7 ELECTRIC WATER HEATER MOUNTED ON SHELF ABOVE MOP SINK. COORDINATE SHELVING WITH ARCHITECT. ® POC. FIELD VERIFY EXACT LOCATION. 4" SANITARY BELOW FLOOR TYPICAL. 10 PROVIDE MIXING VALVES (ZURN TMV-1) AT ALL HAND SINKS AND LAVATORIES. PROVIDE TRUBRO LAV GUARDS. 11 HOT WATER RECIRCULATION PUMP LOCATED ABOVE CEILING IN ACCESSIBLE LOCATION (GRUNDFOS UP15-18B5 OR EQUAL). SEE DETAIL 6/P301. 12 ACCESSIBLE SHUTOFF VALVE. 13 3" VENT LINE. 14 1/2" CW DOWN TO TRAP PRIMER. 15 1/2" TRAP PRIMER PIPING. 16 PROVIDE 6" PVC BELOW SLAB STUBBING UP W/SWEEPING ELBOWS AT SODA DISPENSER AND BAG—N—BOX 6" AFF FOR SODA LINES. LOCATE STUB AT SODA DISPENSER AS CLOSE TO THE WALL AS POSSIBLE IN ORDER FOR THE SODA LINES TO RUN UP IN DESIGNATED CHASE AT REAR OF CASEWORK. COORDINATE WITH SODA VENDOR. REFER TO DETAIL 8/P301. 17 BALANCING VALVE FOR RECIRCULATION SYSTEM. LOCATE ABOVE CEILING IN ACCESSIBLE LOCATION. 18 DIRECT MOUNT COMPRESSOR IS SELF—CONTAINED, CONDENSATE LINES NOT REQUIRED. 19 (E)WATER SUPPLY ROUTED TO (E)WATER METER. MIN. 1W' WATER SERVICE AND 1" METER REQUIRED. 20 CONNECT 1"CW LINE TO FLUSH VALVE AT 26-1/2" AFF. 21 WATER FILTER. REFERENCE CUNO WATER FILTER DETAIL THIS SHEET. GENERAL NOTES 1. ALL EXISTING PLUMBING IS TO BE REMOVED. CUT AND CAP EXISTING PLUMBING AT LEASE LINE AND PREP FOR RECONNECTION TO NEW PLUMBING. 2. CONTRACTOR TO FIELD VERIFY BUILDING WATER SERVICE (SIZE AND LOCATION) PRIOR TO BID. IF THERE ARE ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND FIELD CONDITIONS, CONTRACTOR IS TO NOTIFY FRANCHISEE, ARCHITECT AND ENGINEER IMMEDIATELY. 3. ALL IN FLOOR PLUMBING FIXTURES TO BE MOUNTED FLUSH WITH FINISHED FLOOR. 4. ALL PLUMBING LINES MUST BE RECESSED WITHIN WALL CAVITIES, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. 5. CONDENSERS FOR FREEZER AND REFRIGERATOR ARE LOCATED ABOVE WALK—IN UNITS. EACH CONDENSER IS EQUIPPED WITH AN AUTOMATIC CONDENSATE VAPORIZER. NO DRAIN LINES ARE REQUIRED. 6. CONTRACTOR TO COORDINATE / VERIFY EXACT LOCATIONS FOR ALL FLOOR DRAINS/FLOOR SINKS PRIOR TO INSTALLATION. 7. COORDINATE WATER LINES WITH ELECTRICAL CONTRACTOR PIPING SHALL NOT BE ROUTED OVER ELECTRICAL PANEL OR EQUIPMENT. 8. ALL BACKFLOW PREVENTERS SHOULD BE INSTALLED ABOVE THE KITCHEN OR RESTROOM DROP CEILING WHENEVER POSSIBLE OR COMPLETELY OUT OF CUSTOMER VIEW IN THE BACK OF THE KITCHEN. BFP SHOULD NOT INTERFERE IN ANY WAY WITH THE OPERATION OF THE KITCHEN. IF AN EXISTING BACKFLOW PREVENTER IS IN A LOCATION OTHER THAN WHAT IS SHOWN ON THESE DRAWINGS, CONTACT THE JIMMY JOHNS CONSTRUCTION DEPARTMENT IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED. ROBISON ENGINEERING, INC 2030019TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON 1iVAMY JOHN'S S_ 11 1983 DD RMETSSAND`AICn£5 JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantec.com Copyright Reserved The Contractor shall verity and be responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stontec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. 0 PRO G I NFE',ps�o 155 2 OR 31 Rk R RoB� 3I I l�F MILESTONE/ REVISIONS )Oc)OW JJ llem wr I&= WrA4 41 0040 llb 11rn m n ©20I402N pen "s6 ©4014J90A4 I�IIebN ss 0 0 0 DR. 5Y: 6VN All JJ STANTEG # 200160M FLOOR FLAN P201 O 16 O SUBFLOOR 18 SEE FIGURE 1.0\8• PVC CHASE LINES HOLE B' PVC CAP [110° F1 TEMPERED WATER /90' ANGLE I/2" THERMOSTATIC TEMPERING VALVE. FINISHED FLOOR MODEL #TMV-1. SEE SPECIFICATIONS — FIGURE 1.0 FILL IN HOLE MATH FOAM AND CAULKING AROUND SYRUP LINES 50pA GI A 5E TEIRN I N AT I ON DETAIL NOT TO %ALE Mj(m T 201J, n! aN ENaNEENING INC. EIRE SUPPRE55ION SPRINKLER SYSTEMS I. WHERE BUILDING 15 EQUIPPED WITH A FIRE SPRINKLER SYSTEM, THE EXISTING PIPING AND SPRINKLER HEADS SHALL BE REVIEWED TO PROVIDE COMPLETE COVERAGE OF THE REMODELED JIMMY JOHNS SPACE. COVERAGE SHALL COMPLY WITH NFPA, STATE AND LOCAL CITY CODE REQUIREMENTS. EXISTING SPRINKLERS SHALL BE EXTENDED TO NEW CEILIt•16 AND NEW FIRE SPRINKLER HEADS ADDED TO PROVIDE COMPLETE SYSTEM COVERAGE. 2. ALL FIRE SPRINKLER WORK TO BE FURNISHED AND INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR. CERTIFIGATION/5TAMP BY LGEN5ED ENGINEER PROVIDED BY SPRINKLER CONTRACTOR. PLUMBING NOTES I• SEE RESTAURANT EQUIPMENT SCHEDULE ON THE ARCHITECTURAL PLANS FOR EQUIPMENT PROVIDED BY OTHERS. THI5 CONTRACTOR SHALL CONNECT WASTE, VENT, AND WATER TO EQUIPMENT FURNISHED BY OTHERS AND THIS CONTRACTOR SHALL INSTALL FAUCETS AND MI5G. FITTINGS FOR A COMPLETE INSTALLATION. 2• ALL EXPOSED PIPING TO PLUMBING FIXTURES SHALL BE CHROME PLATED. STOPS SHALL BE PROVIDED WITH REMOVABLE TYPE HANDLES. 3. CONNECT NEW DOMESTIC WATER TO EXISTING LINE. INSTALL BALL VALVE A5 SHOWN. 4. INSTALL ALL FLOOR FIXTURES LEVEL WITH THE TOP OF THE FLOOR TILE, NOT THE TOP OF THE CONCRETE. WALL HUNG LAV [110° F1 TEMPERED WATER 1/2" THERMOSTATIC TEMPERING VALVE. ZURN MODEL #TMV-1. SEE SPECIFICATIONS I/2" HW [140° F1 SUPPLY I/2" GW SUPPLY W/ TRU-BRO LAV GUARL 1/2" [I40°* F1 SUPPLY W/ TRU-BRO LAV GUARD11/4" O.D. WASTE FINISHED FLOOR FINISHED FLOOR I I/ I. O.D. TAILPIECE RESTROOM LAV NOTE: APPLICABLE TO ALL LAVS/HAND SINKS HAND SINK LOCAL MIXING VALVE DETAIL 1/2" GW SUPPLY 11/4" O.D. WASTE 1 3 GON PAPTNEN T 5 I N K DETAIL 1 1/4" O.D. TAILPIECE NOT TO SCALE 30 INSTALL THERMAL EXPANSION TANK CONNECT TO SIDE OF MAIN. DO NOT CONNECT FROM TOP OR BOTTOM NO VALVES OR DEVICES BE INSTALLED CODE APPROVED VACUUM C BE BETNI£EN EXPANSION RELIEF VALVE REQUIRED TANK AND THE WATER AT ALL ELEVATED W.H. G W y • • HEATER AS PER CODE. HKr, �H®I-rcvH� HW PROVIDE AND INSTALL SHUT OFF VALVES. DROP CEILING DROP CEILING RECIRCULATION PUMP. LOCATE ABOVE GEILIN6 IN ACCESSIBLE LOCATION. WATER PRESSURE TEMP. DRAIN HEATER RELIEF VALVE VALVE D15CHARGE IN51DE WALL CAVITY INDIRECTLY TO MOP SINK. STAINLESS STEEL DRAIN PAN, 1 1/2" 1" PIPE INDIRECTLY DEEP WITH A I" WASTED TO MOP SINK. MINIMUM DRAIN PIPING TO BE RUN INSIDE WALL CAVITY. MOP SINK--__... WATE� NEATEP DETAIL 6 NOT TO SCALE Pin I PIPING TO BE RUN IN WALL CAVITY NOTE: IF BACKFLOW PREVENTER CANNOT BE INSTALLED ABOVE THE GEILIN6, IT MUST BE INSTALLED ABOVE THE MOP SINK UNDER THE WATER HEATER PLATFORM WITHOUT OBSTRUCTING USE OF MOP SINK FAUCET. 1 \ I 1 �I 1 1 WATER r FILTER r I � 5 SHUT OF VALVE wATEl � I LTE DETAIL NOT TO SCALE PREVENTER SCOLD WATER FOR ICE MACHINE CONDENSER ��° 8.0. CEILING CENTER OF FILTERS 81_01 (2) CENTER OF GW STUB ICE I—� I MACHINE SHUT OFF VALVE (TYP OF 2, SIDE BY SIDE) CONNECTION TO ICE MACHINE TO BE BRAIDED METAL HOSE (TYP OF 2) FINISH FLOOR 01_01 NOT TO %ALE FLOOR PITCH 5EDIMEN7 BUCKET 4" FLOOD PIRA I N DETAIL NOT TO SCALE DRAIN FROM COOLING UNIT t® T FLOOR SINK FOR ICE BIN I I DEEP SEAL TRAP TO SAN. WA5TE MAIN 16E N AKEIR PIRA I N AGE P I P I N G DETAIL NOT TO %ALE P MIN. AIR GAP BOLT ON FUNNEL 4" HIGH FLOOR DRAIN WITH NICKEL BRONZE GRATE fLOOf PIRA I N W/F-UNNEL DETAIL NOT TO %ALF RUBBER MEMBRANE ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON 14wtMY 1 okN's Sm- f f 19S3 Cp AMETSSANDWIGxES JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TICARD, OR 97223 5 Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing — any errors or omission shall be reported to Stantec without delay. The Copyrights to all designs and drawings ars the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec Is forbidden. QED PROFFS NG I NFFpS�0 4u 15,423 l OR�,%K c 31, 2 (3 RkQ RO8�53 tzl( MILE5TONE/ REV15IONS )DUOU« .Lh I111!%Idt Wr ,I C1A06W4 JJ C4hm0A9 &0w= mm" &=4=A MYSM 0 Q4 90 M211 MY001 44 ®70I4.0644 MYI610N e3 0 m BY: GVH APPR.: w STANTW # 200785.063 DETAILS 4 DIA&RAMS P301 'EYED NOTES -3 0 1. PROVIDE 31C CONDUITS WITH PULL CORD AND COMMIDATA OUTLETS AS INDICATED ON SHEET COM-1.'NETW0RK CABINET DETAIL ELEVATION-. 2. PHONE BANK: PROVIDE POWER AND DATA OUTLETS AS INDICATED ON SHEET C0M-1, 'ELECTRICAUDATA PHONE BANK DETAIL ELEVATION". VERIFY LOCATION IN FIELD. 3• RECESSED MOUNTED RECEPTACLE FOR CLOCK. MOUNT AT 10'-V AFF. VERIFY EXACT LOCATION WITH FIELD REPRESENTATIVE BEFORE INSTALLING. 4. FLUSH MOUNTED 120V SHOW WINDOW RECEPTACLE. 6' ABOVE AND CENTERED ON WINDOW. 5. STORE FRONT SIGNS CONTROLLED BY TIME SWITCH LOCATED NEAR ELECTRICAL PANEL. E.C. TO VERIFY LOCATION OF SIGN JUNCTION BOX AND QUANTITY OF CIRCUITS NEEDED WITH SIGN CONTRACTOR AND ARCHITECT. 6. EXISTING AND RELOCATED PANEL W, 200A, 208/120V 3P 4W, FED FROM -SWITCHGEAR. EXTEND CONDUIT AND WIRES AS NECESSARY. WITH LOCKING DEVICE. PANEL MUST BE RECESSED WITH IN WALL. 7. (NEW) PANEL -B' 200A, 208/120V 3P 4W, FED FROM -SWITCHGEAR. WITH LOCKING DEVICE. PANEL MUST BE RECESSED WITH IN WALL. PROVIDED BY EC. EC TO FIELD VERIFY PANEL RATINGS. 8. RECEPTACLE FOR NETWORK COMPONENT CABINET NEAR CEILING. SEE'NETWORK CABINET DETAIL ELEVATION' ON SHEET C0M-1 FOR MOUNTING HEIGHT REQUIREMENTS. 9. RECEPTACLE TO BE MOUNTED ON WALL AT 12W A.F.F. VERIFY EXACT LOCATION WITH ARCHITECT. PLACE OUTLET ABOVE STOREFRONT DOOR TO BE CENTERED ON WIDTH OF DOOR. 10. CORD AND PLUG OUTLET AT +44' AFF ON WALL LOCATION. 11. DUPLEX AND DATA ARE TO ALIGN VERTICALLY. 12 CONNECTION FROM LOOP/MENU BOARD TO STORE ELECTRICAL SYSTEM AND COMMUNICATIONS EQUIPMENT. 13. REFER TO THE DRIVE-THRU TIMER DETAIL ON SHEET C0MIA. 14. REFER TO THE DRIVER'S BOX DETAIL ON SHEET C0MA. MCC�aGWCQL EAURPHEH7 POWER SCHEDULE NUTEMa 1. ELECTRICAL CONTRACTOR SHALL REFER TO ALL MECHANICAL, PLUMBING AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND CHARACTERISTICS OF ALL EQUIPMENT LISTED BELOW. ANY MODIFICATION AND/OR ADDITIONAL WORK NECESSARY SHALL BE INCLUDED IN THE BASE BID. 2. ELECTRICAL CONTRACTOR SHALL CHECK THE ROTATION OF ALL THREE PHASE MOTORS AND CORRECT THE ROTATION IF REVERSED. 3. ALL TEMPERATURE CONTROL AND INTERLOCK WIRING SHALL BE BY HVAC CONTRACTOR UNLESS NOTED OTHERWISE. 4. ELECTRICAL CONTRACTOR SHALL SUBMIT EIGHT (8) SETS OF CATALOG CUTS FOR ALL SCHEDULED EQUIPMENT FURNISHED BY THIS CONTRACTOR FOR ARCHITECT/ENGINEER REVIEW. 5. ELECTRICAL CONTRACTOR SHALL COORDINATE THE ROUTING OF POWER WIRING TO ROOF -MOUNTED EQUIPMENT WITH MECHANICAL PIPE CURB ASSEMBLY. NO SEPARATE ROOF PENETRATIONS WILL BE PERMITTED. 6. ELECTRICAL CONTRACTOR SHALL FURNISH AND WIRE DUCT SMOKE DETECTORS IN THE RETURN AIR PLENUM AND A FAN SHUT DOWN RELAY FOR ALL AIR SUPPLY UNITS. DETECTORS TO BE INSTALLED BY MECH. CONTR. 7. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A WEATHER PROOF, GROUND FAULT INTERRUPTER TYPE RECEPTACLE, AT AN ACCESSIBLE LOCATION FOR SERVICING ON ROOFTOP HEATING AND AIR CONDITIONING EQUIPMENT. THIS RECEPTACLE SHALL BE LOCATED WITHIN 25 FEET AND AT THE SAME LEVEL OF THIS EQUIPMENT. NECaMRl �&L MURPM EM7 p0WCG3 SCHEDMLC TAG DESCRIPTION VOLTAGE/ PHASE KW/HP/FLA REMARKS WH -1 WATER HEATER (ELECTRIC) 208/3 0 18 KW E.C. SHALL F & I WP DISCONNECT SWITCH AND WIRE COMPLETE. EF -1 (N) EXHAUST FAN 115/10 FHP RECEPTACLE EF -2 (N) EXHAUST FAN 115/1 0 FHP ICE/DRINK DISPENSER 120V/1 0 4A A 10,12 2 #1Z 3WC GFCI IN CABINET 1P, 20A E EQUIPMER7 [POWER' MC9aEDD MLC O 1. ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION, HEIGHT AND ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT PRIOR TO ROUGHaN WITH KITCHEN EQUIPMENT SUPPLIER, AND KITCHEN ROUGH4N DRAWINGS. 2. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED LOCAL. DISCONNECTS AND SPECIAL ENCLOSURES (I.E.. NEMA 3R, STAINLESS STEEL, ETC.) PER LOCAL CODE. 3. ELECTRICAL CONTRACTOR SHALL CHECK ROTATION OF ALL THREE PHASE MOTORS AND CORRECT ROTATION IF REVERSED. 4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL CIRCUIT BREAKER LOCK -ON DEVICES FOR ALL BRANCH CIRCUITS SERVING REFRIGERATION EQUIPMENT. 5. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FINAL EQUIPMENT POWER AND CONTROL TERMINATIONS. 6. ELECTRICAL COMPONENTS FURNISHED LOOSE BY KITCHEN EQUIPMENT SUPPLIER (OR BY THE ELECTRICAL CONTRACTOR AS NOTED) SHALL BE MOUNTED AND WIRED BY THE ELECTRICAL CONTRACTOR. 7. ALL FLEXIBLE CONDUIT EQUIPMENT CONNECTIONS SHALL BE: "SEAL TIGHT'. TAG DESCRIPTION VOLTAGE LOAD FROM CIRCUIT WIRE & TYPE OF MOUNTING BREAKER REMARKS PHASE FLA PANEL NO. CONDUIT CONNECTION HEIGHT O P.O.S. SYSTEM 12OV/1 0 4.1A A 3 12#12.39-C 1 DUPLEX I.G. IN 1P. 20A LOCATE'GFr RECEPTACLE WITHIN 4'4' OF P.O.B. PROOFERRDE' 14 z� #12 GRD RECEPTACLE CASEWORK GFCI STATION AND APC UPS O ICE/DRINK DISPENSER 120V/1 0 4A A 10,12 2 #1Z 3WC GFCI IN CABINET 1P, 20A E E-13 REFRIG PREP TABLE B-27_\ 7EFR RECEPTACLE 13 REFRIGERATED PREP TABLE 120V/1 0 12.b7A B 17 2 #12.34-C DUPLEX 12' AF.F. 112.20A GFCI BREIIICERR B 19 2) RECEPTAG E 15 OVEN/PROOFER 208V/3 0 3301AB 18.18,20 4#8,1 #10, 50" 18' A.F.F. 3P, 50A 4 WIRES PLUS A GROUND. DISCONECT STACK ORD. 1' C. DISCONNECT DIRECTLYABOVFJBELOIN OTHER DISCONNECT. 17 ICE MAKER (WATER COOLED) '200/208V 10A B 3.5 2 G J -BOX 72' A.F.F. 2P, 20A GFCI RECEPTACLE 3✓4� 71 1DOOR REFRIGERAT0R 1207/'10 5A B 1 2#1Z1#12 DUPLEX 72'A.F.F. 1 P, 20A WF GRD., SWC. RECEPTACLE OWALK-IN FREEZER 208V/10 10.72A 2.4 3 #8, 0100. 35A@P ON ROOF 2P, 35A POWER FOR FREEZER / DUO -PACK COMPRESSOR B 11C DISCONNECT L0CATED ON ROOF AT DUO -PACK ®WALK-IN COOLER- COMPRESSOR 12DV10 B %8 2 #12,1# 12 GRD, 3/4'C 20AI1P DISCONNECT VERIFY 1 P, 20A INTERLOCK WITH FREEZER EVAPORATOR WALK-IN FREEZER LIGHTS (2), 0 10 2 #12.3/4•C J�OX PROVIDE LOCAL DISCONNECT FOR EVAPORATOR EVAPORATOR, DOOR HTR.1207/1 1 97A B VERIFY 1P, 20A O SLICER 1207/1 0 8,0A g 15 2#12,34-C CI RERECLPTACLE 44' A.F.F. 444-A.F.F. 1P, 20A GFCI RECEPTACLE. SEE SHEET E.301 DETAIL OTEA BREWER 12OV/1 0 14AA A 15 2#12,314-C GFCI RECEPTACLE +44' IN 1P. 15A GFCI RECEPTACLE MOUNTED INSIDE CABINET. COPYRIGHT 2014, ROBISON ENGINEERING, INC SESCALONA F.\JEiL`,IWY JOIWS M-1208 JWY JOHN'S TIGARD, OR\7WG\E101.DNG 02-03-2D14 18:14 (E) EQUIPMENT ON ROOF E RTU -1 I 8.9KVA,208V3P3W I I B-37,39,41 I 1-1/4"C,3#1,#8G I I I I I B-38 I I � I I GFCI I 1 I — - - - - - - - - - - - - - - - - - - - - (E) SNITGH_-EAR E-17 ICE MAKER WATER HEATER 18KVA,208V3P3W RESTROOM EXHAL ST FAN POKER 5H0M ON LIGMTIN6 PLAN E23a WALK-IN COOLER B-6,8 B-2,4 { E23b WALK-IN BOX19-10' I T B-10 T r P P SAI 8-3,5 A-16 eos 11 E-27 SLICER 10 8-15 X� 3/ E-15 OVEN-PROOFER 11.87KVA,208V3P4W MOUNT DISCON AT +18" 53-EACDK C PROOFERRDE' 14 z� +63.5 GFCI ' 2-4"x30" 5.5. i coNso� E E-13 REFRIG PREP TABLE B-27_\ 7EFR 213" E -8A ICE/DRINK DISPENSER- GF1C�II�9 E-18 CARBONAtPOh2 GFCI WALL MOUNTED NEON SIGN +128" E8B-TEA BREWER GFCI 0 E23 WALK-IN FREEZER COMPRESSOR E23b WALK-IN BOX ORK CRBIN' T ` A-28,30,32 NETW V11 SIGNAGE 1"C,3#4,#tOGA-33 O iii ! (VP OF 3) B-22,241 A 7(:W A-25 6A-27 WINDOW PHONE/DRIVE ABO GLAZING DESK 02 4 o JA-29 SHOW WINDOW t p ABOVE GLAZING _A-31 'I' C4 SHOW WINDOW J ABOVE GLAZING 4 A-37,39,41 _ E POS SHOW WINDOW A "C,3#8,#8N,#100 I I GFCI I �- 1 _� IG �' I ABOVE GLAZING E-5 DASANI WATER COOLER I� �A-11 B-14 PREP TABLE B-17 WINDOW GLAZING SHOW WINDOW_ ABOVE GLAZING SHOW WINDOW ® ABOVE GLAZING SIGNAGE FOY NER FLAIL WALL MOUNTED NEON SIGN +128" SHOW WINDOW ABOOVE GLAZING 4 -SHOW WINDOW ABOVE GLAZING \-SHOW WINDOW I ABOVE GLAZING 4 l! SHOW WINDOW ABOVE GLAZING SHOW WINDOW ABOGLAZING 4 SHOW WINDOW ABOVE GLAZING -SHOW WINDOW _ ABOVE GLAZING 4 SHOW WINDOW ABOVE GLAZING ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON 1s0MY 1011)V, Sime 1733 �� RMCTSSANDWID>rs'g JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 5 Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimension. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrighte to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec Is forbidden. P GNf6,ps�o 15,423 a: i OREGON 0 31, 2�� OSII 4 ROe�s 1+1I� 3 MILESTONE/ REVI ON5 )00= JJ we m wr ,I 02Wr2ol4 JJ C04WM &W4= W011,011112 ©9 wmx mm" 4Q70{4021S 11111500M 94 ©WAMD4 II151610N a DR. BY: GVH APPR.: JJ STANTEG # 20=555 POWER PLAN E1 01 FAULT CURRENT SCHEDULE DEVICE FAULT AIC RATING L -N VOLTS UTILITY FED FROM FEEDER TRANSFORMER TOTAL MOTOR FAULT DEVICE FAULT LENGTH KVA Z% FAULT B 25,371 30,000 120V 25,269 METER/MAIN 35,000 20' 1 20/1 102 NOTE: FEEDER LENGTH APPROXIMATED FOR FAULT CURRENT CALCULATIONS ONLY. E.C. TO VERIFY ACTUAL FEEDER LENGTH AND AIC RATING OF MAIN SWBD AND REPORT ANY DISCREPANCY TO ENGINEER IMMEDIATELY. VOLTAGE DROP SCHEDULE DEVICE FEEDER BRANCH CIRCUIT TOTAL VOLTAGE DROP VOLTAGE DROP WIRE SIZE LENGTH MAX VOLTAGE DROP B 0.25% #3/0 20' 2.2% (CKT 13) 2.45% FEEDER SCHEDULE FEEDER CONDUIT AND FEEDER FEEDING AMPS CKT THESE KVA LOAD DEVICES 200 2" C 3#3/0,#3/ON,#6G B SIZING METHOD: COPPER, 60'C #12 THROUGH #1, 75'C 1/0 AND ABOVE A (RELOCATED) Room Volts 208Y/120V 3P 4W AIC EXISTING Mounting RECESSED Bus Amps 200 Main Bkr MLO Fed from METER/MAIN Neutral 100% Lugs STANDARD Note: ISO GND BUS CKT CKT KVA LOAD CKT CKT FL KVA LOAD # BKR CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION A B I C A B C 1 20/1 E-3 POS 0.5 2 20/1 LIGHTING 0.588 3 20/1 E-3 POS 0.5 4 20/1 LIGHTING 0.729 5 20/1 SHOW WINDOW 1.2 6 20/1 LIGHTING 0.748 7 20/1 SHOW WINDOW 1.2 8 20/1 NEON SIGN 0.36 9 20/1 CEILING FAN 0.45 10 20/1 E -8A ICE DISPENSER 0.36 11 20/1 E-5 DASANI WATER COOLER 1 12 20/1 E-8 DRINK DISPENSER 0.36 13 20/1 E-18 CARBONATOR 0.864 14 20/1 RECEPTACLE 0.18 15 20/1 E8B-TEA BREWER 1.73 16 20/1 COMPONENT CABINET 0.18 17 20/1 WALL CLOCK 0.1 18 20/1 NEON SIGN 0.36 19 20/1 SHOW WINDOW 1.2 20 20/1 RECEPTACLE 0.18 21 20/1 SHOW WINDOW 1.2 22 20/1 SPACE 0 23 20/1 LED DRIVER 0.6 24 20/1 LIGHTING 0.36 25 20/1 SHOW WINDOW 1.2 26 20/1 LIGHTING 0.22 27 20/1 SHOW WINDOW 1.2 28 60/3 WATER HEATER 6 29 20/1 SHOW WINDOW 1.2 30 1 6 31 20/1 SHOW WINDOW 1.2 32 1 6 33 20/1 RECEPTACLE 0.72 34 20/1 SHOW WINDOW 1.2 35 20/1 SPACE 0 36 20/1 SPACE 0 37 50/3 E-15 OVEN-PROOFER 3.96 38 20/1 SHOW WINDOW 1.2 39 1 3.96 40 20/1 SHOW WINDOW 1.2 11.2 41 1 3.96 42 20/1 SHOW WINDOW TOTAL CONNECTED KVA BY PHASE 18.8 19.4 17.1 CONN. KVA CALC. KVA CONN. KVA CALC. KVA LIGHTING 3.25 4.06 (125%) CONTINUOUS 0 0 (125%) LARGEST MOTOR 0.45 0.563 (125%) HEATING 18 18 (1007) OTHER MOTORS 0 0 (100%) NONCONTINUOUS 0 0 (1007.) RECEPTACLES 17.5 13.7 (507>10) KITCHEN EQUIP 16.2 10.5 (65%) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 55.4 46.9 BALANCED THREE PHASE AMPS 130 B (N) Room Volts 208Y/120V 3P 4W AIC 30,000 Mounting RECESSED Bus Amps 200 Main Bkr MLO Fed from METER/MAIN Neutral 10OX Lugs STANDARD Note: ISO GND BUS CKT CKT KVA LOAD CKT CKT KVA LOAD # BKR CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION A B C A B C 1 20/1 SPACE 0 2 20/2 E23 WALK-IN FREEZER 0.967 3 20/2 E-17 ICE MAKER 0.8 4 1 0.967 5 1 0.8 6 20/2 E -23a WALK-IN COOLER COMP 1.12 7 20/1 SPACE 0 8 1 1.12 9 20/1 RECEPTACLE 0.36 10 20/1 E23b WALK-IN BOX 0.48 11 20/1 SIGNAGE 1.2 12 20/1 SPACE 0 13 20/1 SIGNAGE 1.2 14 20/1 RECEPTACLE 0.18 15 20/1 GFCI BRKR E-27 SLICER 0.72 16 20/1 SHOW WINDOW 1.2 17 20/1 GFl BREAKER REFRIG PREP TABLE 1.2 18 20/1 SHOW WINDOW 1.2 19 20/1 GFl BREAKER 0 20 20/1 SPACE 0 21 20/1 SPACE 0 22 20/1 SIGNAGE 1.2 23 20/1 SPACE 0 24 20/1 SIGNAGE 1.2 25 20/1 SPACE 0 26 20/1 SPACE 0 27 20/1 REFRIG PREP TABLE 1.2 28 20/1 SPACE 0 29 20/1 SPACE 0 30 20/1 SPACE 0 31 20/1 SPACE 0 32 20/1 SPACE 0 33 20/1 SPACE 0 34 20/1 SPACE 0 35 20/1 SPACE 0 36 20/1 SHOW WINDOW 1.2 37 60/3 (E) RTU -1 2.97 38 20/1 RECEPTACLE 0.18 39 1 2.97 40 20/1 SPACE 0 41 1 2.97 42,20/1 ISPACE 0 TOTAL CONNECTED KVA BY PHASE 6.61 9.89 10.9 CONN. KVA CALC. KVA CONN. KVA CALC. KVA LIGHTING 4.8 6 (1257) CONTINUOUS 0 0 (125X) LARGEST MOTOR 8.9 11.1 (1257) HEATING 0 0 (1007) OTHER MOTORS 0 0 (1007) NONCONTINUOUS 0.48 0.48 (1007) RECEPTACLES 4.32 4.32 (50%>10) KITCHEN EQUIP 8.88 5.77 (65%) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA 27.4 27.7 BALANCED THREE PHASE AMPS 76.9 CWYMT 2014, ROBISON ENGINEERING. INC. SESCALONA F.\.NNLVANY JONN'SV30-1206 .e01Y JOIN'S TGARD, OR\DMC\O2.DWG 02-03-2014 16:14 EG TO VERIFY ENOUGH CAPAGITY FOR A NEW 200AMP 5ERVIGE. (IJ 5ERVIGE METER/MAIN 5WITGH CABINET GENERAL C LECT(MICAL NOTES: 5EE 54EET E301 FOR ALL GENERAL ELEGTRIGAL NOTE5. KEYED NOTES FOR DUO -PACK: C= DI5GONNEGT 5WITGH FOR SINGLE POINT GONNEGTION TO GONDENSIN6 UNIT. 815E PER UNIT NAME PLATE. E2 GONTRAGTOR TO IN5TALL CONTROL WIRING BETINEEN THE EVAPORATOR UNIT AND GONDEN51% UNIT AND IN5TALL DRAINLINE HEAT TAPE PER MANJFAGTUR£RE5 REGOMMENDATION5. NOTE: CONTRACTOR TO CONFIRM TYPE OF WALK-IN COMPRESSOR CONFIGURATION WITH EQUIPMENT SUPPLIER AND FRANCHISEE. OPTIONS ARE REMOTE AND DIRECTED MOUNTED. CONTACT JUSTIN CHAPMAN WITH KEG DE516N 211-356-1640. TELEPHONE PUNCH DOWN BLOCK 15 TO BE INSTALLED ABOVE WALK-IN UNITS. ALTERNATIVE DUO -PACK ELECTRICAL SEE SHEET Gaily Cep- 3n E.G TO FIELD VERIFY BUILDING ELEGTRIGAL SERVIGE (VOLT5,PHA5E,AMP5) PRIOR TO BID. IF THERE ARE ANY DI5GREPANGIE5 BETWEEN THE GONTRAGT DOGUMENT5 AND FIELD GONDITION5, E.G. 15 TO NOTIFY FRANGHI5EE, ARGHITEGT AND ENGINEER IMMEDIATELY. (W ROOFTOP UNIT WIDeGFCI (W CONDUIT AND (E) CONDUIT AND FEEDERS BY FEEDRSE JJ'E1 ELECTRICAL GONTRAGTOR I 'T TO EXI5TING UTILITY 5ERVIGE JJ'S ELEGTRIGAL GONTRAGTOR TO INTERGEPT EXI5TI% GONDUIT5 AND GONDUGTOR5 AND EXTEND TO RELOCATED PANEL5 (F) PANEL 'A" 200A 120/208V Q 3P, 04 NEW ISOLATED 6ROUND (16) _STRIP OUT5IDE JIMMY JOHNS 5PAGE RISER D I A67RAM 5GALE: NONE GONDUIT/ iHDDER5 TO ROOFTOP UNIT. REFER TO POWER PLAN FOR FEEDER 51ZE. ROOF (N) CONDUIT AND FEEDER5 (W PANEL "B" 200A Q 120/208V 3P, 04 (N) IG ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON 1.VArtY r°NN°s Since 19J'3 11 Qp R1.LED ttDWiGX�S JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 (I Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.siontec.com Copyright Reserved The Contractor shall verHy and be resporroible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay The Copyrights to all designs and drawings are the properly of Stantec. Reproduction or use for arty purpose other than that authorized by Stantso is forbidden. D PROP, F•NG II NF ,f,s�o 15�o: � OREGON � �j 0 31, qRK Q R00�S 1�I I� 3 MILE5TONE/ REVISIONS XXXXXX JJ ILIA" tier 'I O?/0! am JJ Comm , 9a4=n RCn M 42 Zjj2� wevlma 4Q9014=M 11M161o11 04 ©90I4ObJ?4 MMM 0 0 R. BY: GVH APPR.: JJ STANTEG II 20p &MM POWER PLAIN E102 FL TO EXI5TING UTILITY 5ERVIGE JJ'S ELEGTRIGAL GONTRAGTOR TO INTERGEPT EXI5TI% GONDUIT5 AND GONDUGTOR5 AND EXTEND TO RELOCATED PANEL5 (F) PANEL 'A" 200A 120/208V Q 3P, 04 NEW ISOLATED 6ROUND (16) _STRIP OUT5IDE JIMMY JOHNS 5PAGE RISER D I A67RAM 5GALE: NONE GONDUIT/ iHDDER5 TO ROOFTOP UNIT. REFER TO POWER PLAN FOR FEEDER 51ZE. ROOF (N) CONDUIT AND FEEDER5 (W PANEL "B" 200A Q 120/208V 3P, 04 (N) IG ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON 1.VArtY r°NN°s Since 19J'3 11 Qp R1.LED ttDWiGX�S JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 (I Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.siontec.com Copyright Reserved The Contractor shall verHy and be resporroible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay The Copyrights to all designs and drawings are the properly of Stantec. Reproduction or use for arty purpose other than that authorized by Stantso is forbidden. D PROP, F•NG II NF ,f,s�o 15�o: � OREGON � �j 0 31, qRK Q R00�S 1�I I� 3 MILE5TONE/ REVISIONS XXXXXX JJ ILIA" tier 'I O?/0! am JJ Comm , 9a4=n RCn M 42 Zjj2� wevlma 4Q9014=M 11M161o11 04 ©90I4ObJ?4 MMM 0 0 R. BY: GVH APPR.: JJ STANTEG II 20p &MM POWER PLAIN E102 F -120V------ 1 DETAILED NOTE -5: H SIGNAGE N I. TIME CLOCK WITH TIME CLOCK BATTERY BACKUP IN H N NEMA -I ENCLOSURE. tQ INTERMATIG ETI73G OR c EQUIVALENT. (D 2. 20A, 6 -POLE c ELECTRIGALLY-HELD 1-161,1TIN6 GONTAGTOR IN NEMA -I ENCLOSURE. MATCH GOIL WITH CONTROL VOLTAGE. CKT INTERIOR LIGHTING---___ ELECTRIGALLY-HELD OWOFF 5WITGH AT OO LIGHTING CONTACTOR IN 51ITGH BANK. NEMA -1 ENGLOSURE. MATCH COIL WITH CKT # CONTROL VOLTAGE. O B-11 EXTERIOR SIGN A-2 B-13 EXTERIOR SIGN A-4 1- 6-22 > EXTERIOR SIGN A-6 I— B-24 > EXTERIOR SIGN A-18 SPARE A-24 I— SPARE 1— SIGNAGE GONTROL GONTAGTOR DETAIL 5GALE: NONE LIGHTING LIGHTING INTERIOR LIGHTING NEON SIGNS LIGHTING SPARE L I OHT I NG GONTAOTOR DETAIL 5GALE: NONE L I OHTI NCS FIXTURE SCHEDULE NOTES: I, FI EGTRIGAL CONTRACTOR SHALL SUBMIT EIGHT (8) 5ET5 OF GATAL06 GUT5 FOR ARGHITEGT/EN6INEER REVIEW, PRIOR TO ORDERING FIXTURE5. REVIEW, PRIOR TO ORDERING FIXTURE5. 2. ALL ACRYLIC LENS SHALL BE 100% VIR61N ACRYLIC. 3. ALL FLUORE5GENT LAMPS SHALL BE ENERGY SAVING TRIM LINE T8 WARM WHITE F32T8/5P35/R5 4. ALL BALLA5T5 514ALL BE RAPID START ELECTRONIC ENERGY SAVING TYPE. 5• ALL EXIT 516N5 AND EMERGENGY LIGHT FIXTURES ARE TO BE 5TRICT ACCORDANCE WITH THE LOCAL FIRE PREVENTION GODE AUTHORITY. ANY MODIFICATIONS TO UPGRADE 5Y5TEM SHALL BE INCLUDED IN THE BASE BID. ALL EXIT SIGNS ARE TO BE INSTALLED IN A V151BLE LOCATION. ELECTRICAL GONTRAGTOR SHALL FLIRN15H AND INSTALL WHERE NECESSARY TO DROP A 516H BELOW AN OBSTRUCTION. 6•ELEGTRIGAL CONTRACTOR SHALL FURNISH AND INSTALL THE NEGE55ARY GLIP5, 5GREW5, RIVETS, ETC., TO SECURELY FASTEN RECESSED LAY -IN LI6HTIN6 FIXTURES TO GEILING FRAMING GRID WORK. 7 ALL LI6HTIN6 FIXTURES 514ALL BEAR THE APPROPRIATE UL LABEL FOR THE APPLICATION AND UNION LABEL WHERE REQUIRED. 8. ALL LIGHTING FIXTURES SHALL BE SHATTER PROOF OR GOMPLETLEY SHIELDED/GOVERED. L I OOT I NCS FLAGEMENT 1DETA I L 5GALE: NONE ICOPIIEGHT 2014, ROBI90N EN NMNG SESCALONA R\J5L\ AMMY JOHN5\230-1208 JINY JO[iWS TIGMdI, OR\OMG\M.DWG 02-03-2014 18:15 PROVIDE UNSWIT FOR 2411 N16HTS (TYP) PRIMARY DAYLI P-6 LI 00WACTOP— SM Al f i A-6 �aI f A-2 AIE - ---- 4 -1 � !II I NA 0 m E... k-6III II �A 2 B aA-4I D I � pT -2 1 5. A-4 I - -- — JAe Fb A_-2 A-4 -A-4EeA4 A-2 A-2` B -3I � aA-4 -4 CEILING IFAN �P-9 1 26 1 Eo I A-2 A-2 \ / DI E D Od A-2 A-2 L 1 0HT I NO FLAN N SCALE: 1/4" = 1'-0" LED DRIVER ABOVE THE DROP GEILIN6: 600 WATT5 EL-12VINDRVRI2V LED EMERGENCY HEAD ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON �sVAMY T °HN°s .Since �� 1983 Oa RMEDT. -SGA NDWI-5-1 A JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 (I Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantee.com Copyright Reserved The Contractor shall verify and be responeible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings aro the property of Stantec Reproduction or use for arty purpose other than that authorized by Stantec Is forbidden. D PR �F,NG I NEF,ps�o 41 15,42,31--- 0t, 40. B4 31� 2� 2 qRk q 8003 t� 1� MILESTONE/ REV1510N5 xocx m .0 1evm or Amalrol4 4.1 Wmmm 12 MI4=Z 11C/I M 84 S&90I4M,% t11111610N 0 A A DR BY: GVN APM.: J.1 STANTEG p 400"1MSM LISHTIN& PLAN E201 REQUIRED BY WA STATE ENERGY GODS. F -1 20V DETAILED NOTE -5: H N I. TIME CLOCK WITH TIME CLOCK BATTERY BACKUP IN NEMA -I ENCLOSURE. (D INTERMATIG ETI730 OR c EQUIVALENT. 2. 0-2 HOUR T16115T-WOUND OVERRIDE 5WITGH MOUNTED ON CONTACTOR ENCLOSURE. LABELED 'INTERIOR LIGHTING OVER -RIDE'. 3. 20A, b -POLE INTERIOR LIGHTING---___ ELECTRIGALLY-HELD OWOFF 5WITGH AT OO LIGHTING CONTACTOR IN 51ITGH BANK. NEMA -1 ENGLOSURE. MATCH COIL WITH CKT # CONTROL VOLTAGE. O B-11 EXTERIOR SIGN A-2 B-13 EXTERIOR SIGN A-4 1- 6-22 > EXTERIOR SIGN A-6 I— B-24 > EXTERIOR SIGN A-18 SPARE A-24 I— SPARE 1— SIGNAGE GONTROL GONTAGTOR DETAIL 5GALE: NONE LIGHTING LIGHTING INTERIOR LIGHTING NEON SIGNS LIGHTING SPARE L I OHT I NG GONTAOTOR DETAIL 5GALE: NONE L I OHTI NCS FIXTURE SCHEDULE NOTES: I, FI EGTRIGAL CONTRACTOR SHALL SUBMIT EIGHT (8) 5ET5 OF GATAL06 GUT5 FOR ARGHITEGT/EN6INEER REVIEW, PRIOR TO ORDERING FIXTURE5. REVIEW, PRIOR TO ORDERING FIXTURE5. 2. ALL ACRYLIC LENS SHALL BE 100% VIR61N ACRYLIC. 3. ALL FLUORE5GENT LAMPS SHALL BE ENERGY SAVING TRIM LINE T8 WARM WHITE F32T8/5P35/R5 4. ALL BALLA5T5 514ALL BE RAPID START ELECTRONIC ENERGY SAVING TYPE. 5• ALL EXIT 516N5 AND EMERGENGY LIGHT FIXTURES ARE TO BE 5TRICT ACCORDANCE WITH THE LOCAL FIRE PREVENTION GODE AUTHORITY. ANY MODIFICATIONS TO UPGRADE 5Y5TEM SHALL BE INCLUDED IN THE BASE BID. ALL EXIT SIGNS ARE TO BE INSTALLED IN A V151BLE LOCATION. ELECTRICAL GONTRAGTOR SHALL FLIRN15H AND INSTALL WHERE NECESSARY TO DROP A 516H BELOW AN OBSTRUCTION. 6•ELEGTRIGAL CONTRACTOR SHALL FURNISH AND INSTALL THE NEGE55ARY GLIP5, 5GREW5, RIVETS, ETC., TO SECURELY FASTEN RECESSED LAY -IN LI6HTIN6 FIXTURES TO GEILING FRAMING GRID WORK. 7 ALL LI6HTIN6 FIXTURES 514ALL BEAR THE APPROPRIATE UL LABEL FOR THE APPLICATION AND UNION LABEL WHERE REQUIRED. 8. ALL LIGHTING FIXTURES SHALL BE SHATTER PROOF OR GOMPLETLEY SHIELDED/GOVERED. L I OOT I NCS FLAGEMENT 1DETA I L 5GALE: NONE ICOPIIEGHT 2014, ROBI90N EN NMNG SESCALONA R\J5L\ AMMY JOHN5\230-1208 JINY JO[iWS TIGMdI, OR\OMG\M.DWG 02-03-2014 18:15 PROVIDE UNSWIT FOR 2411 N16HTS (TYP) PRIMARY DAYLI P-6 LI 00WACTOP— SM Al f i A-6 �aI f A-2 AIE - ---- 4 -1 � !II I NA 0 m E... k-6III II �A 2 B aA-4I D I � pT -2 1 5. A-4 I - -- — JAe Fb A_-2 A-4 -A-4EeA4 A-2 A-2` B -3I � aA-4 -4 CEILING IFAN �P-9 1 26 1 Eo I A-2 A-2 \ / DI E D Od A-2 A-2 L 1 0HT I NO FLAN N SCALE: 1/4" = 1'-0" LED DRIVER ABOVE THE DROP GEILIN6: 600 WATT5 EL-12VINDRVRI2V LED EMERGENCY HEAD ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON �sVAMY T °HN°s .Since �� 1983 Oa RMEDT. -SGA NDWI-5-1 A JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 (I Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantee.com Copyright Reserved The Contractor shall verify and be responeible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings aro the property of Stantec Reproduction or use for arty purpose other than that authorized by Stantec Is forbidden. D PR �F,NG I NEF,ps�o 41 15,42,31--- 0t, 40. B4 31� 2� 2 qRk q 8003 t� 1� MILESTONE/ REV1510N5 xocx m .0 1evm or Amalrol4 4.1 Wmmm 12 MI4=Z 11C/I M 84 S&90I4M,% t11111610N 0 A A DR BY: GVN APM.: J.1 STANTEG p 400"1MSM LISHTIN& PLAN E201 OOPYNGHT MMM LIGHTING FIXTURE SCHEDULE FIXTURE KEC MANUFACTURER'S MOUNTING TYPE DESCRIPTION STOCK # CAT. NO. TYPE LAMP VOLTAGEBALLAST TYPE LENS MOUNTING HEIGHT REMARKS 2'X4' LAY -IN (3) LAMP RECESSED KLITE #1481 LIGHTOLIER # (3) 25W 120 ELECTRONIC ACRYLIC RECESSED CEILING Al FLUORESCENT FIXTURE WITH ONE XT2GVA330-12003 T8 White 0 BALLAST Blue (control) UVPPU Power Pack NOTE: Supplies 150mA Hubbell Building Automation 1. DO NOT attempt to power more than 4 devices, be it sensors or slave packs, from a WASP2 Sensor 2'X2' LAY -IN (1) U LAMP RECESSED KLITE #1241 LIGHTOLIER # (2) 25W 120 ELECTRONIC ACRYLIC RECESSED CEILING A2 FLUORESCENT FIXTURE WITH ONE I. PROVIDE DAYLIGHT HARVESTING GONTROL5 IN COMPLIANCE WITH WASHINGTON ENERGY CODE XT2GVA26U-120SO T8 BALLAST 6"U B3 3' ULTRA SLIMLITE FLUORESCENT KLITE #1803 LIGHTOLIER # 120 4" SQUARE ACRYLIC SUSPENDED MOUNT AT 12'-6" A.F.F. E. C SHALL VERIFY EXACT MOUNTING HGT. USL3-18-M-S-1-S-P-A REMOTE BALLAST BELOW EXPOSED SPIRAL DUCTWORK 64 4' ULTRA SLIMLITE FLUORESCENT KLITE #1804 LIGHTOLIER # 120 4" SQUARE SUSPENDED MOUNT AT 12'-6" A.F.F. E. C SHALL VERIFY EXACT MOUNTING HGT. USL4-18-M-S-1-S-P-A REMOTE BALLASTACRYLIC BELOW EXPOSED SPIRAL DUCTWORK KLITE #0046 LIGHTOLIER # (2) 28W 120 E. C SHALL VERIFY EXACT MOUNTING HGT. C NARROW STRIP FLOURECENT BELOW EXPOSED SPIRAL DUCTWORK. SV4S228UNVPG T5 LAMPS QUANTITY (3) KLITE #4110 STICK T5 180° DIFFUSER (1) 54W 120 ELECTRONIC SURFACE/ D LINEAR FLUORESCENT FIXTURE PENDANT MOUNT AT 10'-0" A.F.F. SUSPEND LIGHT FIXTURE ST54128.411 T5 LAMP E KLITE #4111 DELRAY LIGHITNG MR16 12V LED OPEN DIRECT PROVIDE ELEMENTAL LED 12V LED DRIVER. O MINI RED PENDANT X6300SR/BMR16LED LED MOUNTED MOUNT AT 6'-0" A.F.F. INSTALL ABOVE COOLERS. MIN. 10 GA WIRE LEADING FROM DRIVER TO PENDANT LD INDOOR LED DRIVER ELEMENTAL - 12V SURFACE ABOVE THE WALK-INS MINIMUM 10 GA CONDUCTOR REQUIRED LED 600 WATT LEADING FROM DRIVER TO PENDANTS EL-12VinDRVR 12V LED F WALL MOUNTED INCANDESCENT FIXTURE KLITE #0158 RAB VX20ODG (1) 60W 120 ELECTRONIC NATURAL TO" ABOVE WALL 200 SERIES WITH CAGE FINISHED FLOOR H EMERGENCY EXIT SIGN WITH KLITE #0100 LIGHTOLIER # LED 120/ CLEAR ACRYLIC SURFACE UNIVERSAL ® BATTERY BACK-UP VERWEN 6V DC W/RED LETTERS EMERGENCY LIGHTING THERMOPLASTIC KLITE #0112 PHILIPS 120/ SURFACE UNIVERSAL 1-2 18W UNIT WITH BATTERY BACK-UP6V CHLORIDE: DC VU6 1-3 COMBO LED EXIT SIGN AND 2 -HEAD KLITE #0114 LIGHTOLIER # (2) 5AW 120/ CLEAR ACRYLIC SURFACE UNIVERSAL EMERGENCY LIGHT. THERMOPLASTIC VCRWLCR TUNGSTEN 24V DC W/RED LETTERS FIXTURE TO BE USED WITH REMOTE I -3E 24W BATTERY BACK-UP UNIT W/REMOTE KLITE #0115/REMOT FIXTURE: VCRW- KLITE-1115 CAPACITY. CAPABILITY PHILPS LIGHTOLIER (1) 27W 120 RECESSED CEILING J CALCULITE LED 6" DOWNLIGHT KLITE #1122 C6L1520DL35KMCLPVA KLITE #1121 C6L15N1 FRAME 1-5 REMOTE LAMP HEADS & MOUNTING PLATE. # 2 8W IT86 () 6V DC INVERTER GLASS LENS SURFACE WALL PROVIDE EMERGENCY BATTERY BACKUP FOR EMERGENCY EGRESS REQUIREMENTS. (PLATE) IT8 (HEAD). (PLATE) IT86 (HEAD). CF 60" CEILING FAN KLITE #3150 HAIKU 120 PENDANT MOUNT AT 2'-0" FROM E.C. MUST FIELD VERIFY THE LENGTH OF K3150 -XO -07 -BL -w/24" CEILING DOWN ROD REQUIRED TO EXTEND FROM DOWNROD THE CEILING FAN TO THE CEILING HT. ABOVE NOTES: 1. ALL LIGHT FIXTURES, LAMPS AND CEILING FANS ARE SUPPLIED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR. NO SUBSTITUTIONS ON ANY FIXTURES. CONTACT KEC DESIGN, ATTENTION DAN PROCTOR OR JEREMY FELLERS AT 301 MERCURY DRIVE, #10, CHAMPAIGN, L. 61822. PH: (217) 356-1640. ENGNaRK INC AY JOHN'S\230-1208 J11NY JOHN'S TIGMN, 0R\DNC\E202.DNC 02-03-2D14 1615 Ground Neutral Lighting — Hot I - T, Load 2. PROVIDE POWER PACK FOR EACH ZONE (MULTIPE POL ER PAGK5 CAN SHARE (I) 5ENSOR). 3. PROVIDE HUBBELL DAYLIGHT CONTROL POWER PAGK5, DAYLIGHT PHOT05EW-OR5, LOW VOLTAGE WIRING, 5Y5TEM 5ET-UP, OWNER ORIENTATION. PROVIDE PU5H BUTTON OVERRIDE5. 4. OBTAIN TECHNICAL LITERATURE AND SUPPORT FROM VENDOR TO ENSURE A COMPLETE AND OPERATIONAL IN5TALLATION. 5. GAL15RATE 5Y5TEM OPERATION WITH ELECTRICAL ENGINEER TO ENSURE OPTIMUM LIGHTING LEVEL5. L 1 GAIT I N& CONTROLS 5GALE: NONE ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON 11vioMv r°xiv's Si,— III 1983 CD RMETSSAND�1 G8££ JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 (I Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantec.com Copyright Reserved The Contractor shall verify and be roeponail for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for arty purpose other than that authorized by Stontec Is forbidden. GIPIRP / 15,423 � G R fi o� 31, gRka ROO�SI,�I� 3 MILE5TONE/ REV1510N5 )OGOW Jj 11111i Wr &=0 r&4 .1! AS 101141 6 ©90watm Maws 4oOMmz 11 V16 1 #4 ®90140004 RlM6I 6 0 0 DR. 5Y: GVH APPR.: JJ STANTEG x 2009853069 L16HTIN6 PLAN E202 �r OVERRIDE SWITCH DLS DAYLIGHT SENS01 Power Pack contacts rated for 20 Amps. o Red (+24VDC) Red Black (common) Black White 0 Blue (control) UVPPU Power Pack NOTE: Supplies 150mA Hubbell Building Automation 1. DO NOT attempt to power more than 4 devices, be it sensors or slave packs, from a WASP2 Sensor single power pack. WSPXX24VLTWT 2. Connections Low Voltage and Line Voltage to UVPP and OCC must be made with with WSPLENS360LTWT WAGO Series 222 Lever Nuts per manufacturer specifications. Part numbers to be used Require 33mA each must be 222-412, 222-413, or 222-415. 3. 18AWG stranded cable with the appropriate number of conductors must be used. DAYLIGHT HARVE5TI1`16 GONTROL5: I. PROVIDE DAYLIGHT HARVESTING GONTROL5 IN COMPLIANCE WITH WASHINGTON ENERGY CODE 1513 2. PROVIDE POWER PACK FOR EACH ZONE (MULTIPE POL ER PAGK5 CAN SHARE (I) 5ENSOR). 3. PROVIDE HUBBELL DAYLIGHT CONTROL POWER PAGK5, DAYLIGHT PHOT05EW-OR5, LOW VOLTAGE WIRING, 5Y5TEM 5ET-UP, OWNER ORIENTATION. PROVIDE PU5H BUTTON OVERRIDE5. 4. OBTAIN TECHNICAL LITERATURE AND SUPPORT FROM VENDOR TO ENSURE A COMPLETE AND OPERATIONAL IN5TALLATION. 5. GAL15RATE 5Y5TEM OPERATION WITH ELECTRICAL ENGINEER TO ENSURE OPTIMUM LIGHTING LEVEL5. L 1 GAIT I N& CONTROLS 5GALE: NONE ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON 11vioMv r°xiv's Si,— III 1983 CD RMETSSAND�1 G8££ JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 (I Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantec.com Copyright Reserved The Contractor shall verify and be roeponail for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for arty purpose other than that authorized by Stontec Is forbidden. GIPIRP / 15,423 � G R fi o� 31, gRka ROO�SI,�I� 3 MILE5TONE/ REV1510N5 )OGOW Jj 11111i Wr &=0 r&4 .1! AS 101141 6 ©90watm Maws 4oOMmz 11 V16 1 #4 ®90140004 RlM6I 6 0 0 DR. 5Y: GVH APPR.: JJ STANTEG x 2009853069 L16HTIN6 PLAN E202 GENERAL NOTES GENERAL REQUIREMENTS WIRING CHASE PROVIDED IN THE CABINETS. CONCEAL A. E.C. SHALL COORDINATE FULLY WITH OTHER CONTRACTORS ASSOCIATED CONDUIT RISER TO CEILING BEHIND WALL ARRANGE WITH THIS PROJECT TO VERIFY ALL EQUIPMENT LOCATIONS, CONNECTION CONDUIT SO DATA WIRING CAN BE DAISY CHAINED ONE REQUIREMENTS, ELEVATIONS AND LOCATIONS OF PIPES, CONDUITS AND NEL TO BE INSTALLED SO TOP OF 1. ELECTRICAL PA N BE DUCTS TO PREVENT CONFLICTS DURING CONSTRUCTION. ANY RELOCATION PANEL COVER AT AFF — SO COVER DOES OR REROUTING OF EQUIPMENT, PIPES, CONDUITS, DUCTS OR MATERIALS NOTOVERLAP ABOVE TILE OR INTO WALL ERBF BELOW NOTRESULTING FROM A LACK OF COORDINATION BETWEEN CONTRACTORS WILL PROTECTED. ANY OTHER RECEPTACLES IDENTIFIED AS BE AT THE CONTRACTORS EXPENSE. 2. RUN WIRING TO P.O.S. AND PREPARATION TABLES THRU B. EQUIPMENT ROUGH—INS SHOWN ARE ACCURATE TO THE BEST OF DESIGNER'S WIRING CHASE PROVIDED IN THE CABINETS. CONCEAL KNOWLEDGE. HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY CONDUIT RISER TO CEILING BEHIND WALL ARRANGE SUBSTITUTE OR THE EQUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN. CONDUIT SO DATA WIRING CAN BE DAISY CHAINED ONE THEREFORE,THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH OUTLET TO THE NEXT. THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE E.C. TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT 3. ALL 120V RECEPTACLES IN PREP AREA ARE TO BE GFl RELOCATION DIRECTLY UPON THE CONTRACTOR. PROTECTED. ANY OTHER RECEPTACLES IDENTIFIED AS GFl PROTECTED SHALL BE GFl DEVICES, OR C. E.C. SHALL FURNISH AND INSTALL ALL REQUIRED DISCONNECT SWITCHES AND CONNECTED TO GFl CIRCUIT BREAKER OR CONNECTED MOTOR STARTERS TO ALL EQUIPMENT. DOWNSTREAM OF AND PROTECTED BY A GFl DEVICE. D. E.C. SHALL REVIEW WITH OWNER AND SIGNAGE MANUFACTURER, REQUIREMENTS 4. PROVIDE (2) PULL STRINGS IN EACH EMPTY CONDUIT AND LOCATION OF BUILDING SIGNAGE PRIOR TO CONSTRUCTION AND PROVIDE FOR DATA/PHONE LINES. 120VAC CONNECTION AS REQUIRED. 5. ALL SPEAKERS IN DINING AREA ARE TO BE MOUNTED ABOVE 10'-6" A.F.F. — CONTRACTOR TO COORDINATE WITH JJ's/FRANCHISEE. 6. SEE UNISTRUT AND PENDANT DETAIL ON E-2 FOR TRACK UGHT MOUNTING. TRACK TO BE CENTERED ON TABLES. VERIFY PRIOR M ANY TRACK INSTALLATION. 7. ALL COVER PLATES IN PREP AREA, BACKROOM AND RESTROOMS ARE STAINLESS STEEL WITH WHITE DEVICES. IN DINING AREA DEVICES AND COVER PLATES ARE TO MATCH COLOR OF SURROUNDING SURFACES. 8. TELEPHONE BOARD/PUNCHDOWN BLOCK IS TO BE MOUNTED ABOVE REFRIGERATOR IN BACK PREP AREA, NOT EXPOSED TO PUBLIC. 9. COORDINATE ALL LINES TO RUN CONCEALED. PUNCH DOWN BLOCK SHOULD BE ABOVE DROP CEILING. 10. SEE ELECTRICAL/DATA PHONE BANK DETAIL ON SHEET E-3 FOR INSTALLATION OF PHONE/DATA EQUIPMENT 11. ALL CAT -5e HOME RUN TO PUNCHDOWN BLOCK. 12. ALL DATA CABLES M TERMINATE ON RJ45 CATEGORY 5e JACKS AND WIRE TO EIA/TIA 568—B.1 STANDARDS. 13. ALL DATA CABLES TO HOMERUN AND TERMINATE ON CATEGORY 5e EIA/TTA 568—B RJ45 PATCH PANELS THE NETWORK CABINET. 14. ALL CABLES TO BE CONTINUITY TESTED FOR POLARITY AND CORRECT PIN CONFIGURATION AND MACHINE LABELED. 15. AT CASH COUNTER — PHONE JACKS WITH 2 PHONE LINES WIRED WITH FIRST LINE USING INSIDE PAIR, SECOND LINE USING OUTSIDE PAIR. 16. ALL WIRING IN EXPOSED AREAS MUST BE IN RIGID CONDUIT AND SPACED NO LOWER THAN 1-1/2" BELOW THE DECK. IF TRUSSES, JOIST OR BEAMS ARE PRESENT, CONDUIT MUST BE RAN TIGHT TO THE BOTTOM OF THE TOP CHORD OF THE STRUCTURAL MEMBER. 17. ALL CONDUIT MUST NOT BE MOUNTED ON WALL WALL SURFACED ANYWHERE IN EXPOSED AREAS. ALL CONDUIT SERVING DEVICES IN EXTERIOR WALLS MUST BE CONCEALED WITHIN WALLS. 18. ANY PRE—EXISTING MC CABLE EXPOSED IN THE SPACE MUST BE REPLACED WITH RIGID CONDUIT. CWYFMT 2014. ROOMI DKRMNO. INQ E. E.C. SHALL PROVIDE AS—BUILT DRAWINGS AT JOB COMPLETION TO ARCHITECT. F. ALL WORK SHALL BE INSTALLED PER ALL GOVERNING CODES. SUBCONTRACTORGJS TO SUPPLY AND INSTALL ALL BLOCKING REQUIRED TO HANG/MOUNT LIGHTS INCLUDING RESTROOM FIXTURES. BLOCKING IS TO BE FIRE RATED IF REQUIRED BY LOCAL CODES. SUBCONTRACTORHJS TO SUPPLY AND INSTALL UNISTRUT AND 3/8" THREADED ROD TO HANG/SUPPORT LIGHTING. RACEWAY SYSTEMS A. ALL BRANCH CIRCUIT WIRING SHALL BE ROUTED IN EMT, RIGID OR ELECTRICAL METALLIC TUBING. USE STEEL SET SCREW TYPE FITTINGS ON ALL EMT. B. CONDUIT SHALL BE SUPPORTED AT INTERVALS PER NEC REQUIREMENTS AND SHALL BE SECURELY FASTENED TO BUILDING WITH AN APPROVED FASTENING SYSTEM. C. ALL NEW CONDUIT TO BE CONCEALED IN WALLS. PATCH/PAINT IF NECESSARY. WIRING, WIRING DEVICES, PLATES AND GROUNDING A. ALL WIRING SHALL CONSIST OF COPPER CONDUCTORS WITH THERMOPLASTIC INSULATION RATED FOR SIX HUNDRED (600) VOLTS. ALL WIRING INSULATION SHALL BE HEAT AND MOISTURE RESISTANT TYPES THW, THWN, OR THHN FOR INTERNAL AND DRIVE LOCATIONS. B. MINIMUM CONDUCTOR SIZE SHALL BE NO. 12 AWG FOR ALL BRANCH CIRCUITS (I.E. RECEPTACLES, LIGHTING, EQUIPMENT POWER, ETC.). MINIMUM CONDUCTOR SIZE SHALL BE NO. 10 AWG FOR ALL FEEDER CIRCUITS TO MECHANICAL EQUIPMENT (LE U-1, CONDENSERS, ETC.) C. ALL SPLICED OR CONNECTIONS SHALL BE MADE IN OUTLET BOXES, JUNCTION BOXES OR EQUIPMENT WHERE ACCESSIBLE. D. CONDUCTORS SHALL BE PULLED WITHOUT THE USE OF OIL OR GREASE. WIRE PULLING LUBRICANTS WHICH ARE APPROVED FOR USE WITH CONDUCTOR INSULATION MAY BE USED. CARE SHALL BE TAKEN IN PULLING WIRE TO ASSURE THAT MAXIMUM ALLOWABLE PULLING TENSION OF WIRE IS NOT EXCEEDED. WIRING WrrH DAMAGED CONDUCTORS OR INSULATION WILL NOT BE ACCEPTED. E. ALL PLUG—IN DEVICES SHALL BE GROUNDED TYPE. A GROUNDING JUMPER FROM RECEPTACLE TO OUTLET BOX SHALL BE INSTALLED WHERE CONDUIT SYSTEM IS USED FOR GROUND. F. INSTALL INSULATED GREEN GROUNDING CONDUCTOR (NO. 12 AWG MINIMUM) IN RACEWAYS AS INDICATED ON DRAWINGS AND IN ALL NON—METALLIC RACEWAYS PER NEC. SWITCHES FOR LIGHTING CONTROL SHALL BE INDUSTRIAL GRADE. DEVICES AND PLATES TO MATCH WALLS IN DINING ROOM, WHITE DEVICES WITH STAINLESS PLATES IN KITCHEN AND RESTROOMS. SIDE WIRED ONLY, TWENTY (20) AMP, ONE HUNDRED TWENTY/TWO HUNDRED SEVENTY—SEVEN (120/277) VOLT. DUPLEX RECEPTACLES SHALL BE INDUSTRIAL GRADE, THREE (3) WIRE GROUNDING WHITE COLOR, FINDER GROOVE, TWENTY (20) AMP, NEMA 5-20R 125 VAC DEVICES AND PLATES TO MATCH WALLS IN DINING ROOM, WHITE DEVICES WITH STAINLESS STEEL PLATES IN KITCHEN AND RESTROOMS. 1. PLATES SHALL BE FURNISHED AND INSTALLED FOR ALL WIRING DEVICES, TELEPHONE OUTLETS, JUNCTION BOXES, ETC. J. PLATES FOR FLUSH MOUNTED DEVICES SHALL MATCH THE SURROUNDING FINISH, EXCEPT IN THE KITCHEN/PREP AREA AND RESTROOMS WHERE THEY SHALL BE STAINLESS STEEL SURFACE MOUNTED BOXES SHALL BE GALVANIZED STEEL. K. E.C. SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM; REGARDLESS OF CIRCUITING INDICATED. L ALL DUPLEX RECEPTACLES INSTALLED IN KITCHEN AND PREPERATION AREA ARE TO BE GFCI RATED, WHERE NOT PROTECTED BY A GFCI CIRCUIT BREAKER. M. THERE WILL BE NO MC RUNNING HORIZONTALLY OVER 12" IN LENGTH IN ANY EXPOSED AREA OR AREAS VISBILE TO THE CUSTOMER. ANY HORIZONTAL CONDUIT MUST BE LEVEL. N. CONDUIT MUST NOT BE MOUNTED ON WALLS SURFACES ANYWHERE IN EXPOSED AREAS CONDUIT SERVICING DEVICES IN EXTERIOR WALL MUST BE CONCEALED WITHIN WALLS. 0. FOR ALL WIRING IN EXPOSED AREAS MUST BE IN RIGID CONDUIT UNLESS RUNNING VERTICALLY DOWN ALL—THREAD TO POWER LIGHTING TRACK. MC CABLE NOT RUN MORE THAN 12" HORIZONTALLY ANYWHERE IN EXPOSED AREAS. ANY PRE—EXISTING MC CABLE IN THE SPACE MUST BE REPLACED WITH RIGID CONDUIT. ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON 1twtrty J011jV, Sr_.. 11 1983 �RMETSSGA N E.".1 5 JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 (3 Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantee.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scab the drawing — any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings aro the pprrooppeerrltyy of Stantec. Reproduction or use for any purpose other than that authorized by Stantec Is forbidden. NG I N ass/o2 � y5,9�3 � / EG6N O C 31, qRK q Rpe�g i r4 3 MILESTONE/ REVIBION5 7OMM 4.1 Wim ter Ai oaw" .0 c41,10,1511e &14= 11 ISM 42 ©WI4=X M/I M 4 AMW=21 Nevl M e4 ©21714004 M/OM 4 0 0 A DR. BY: GVH AMR.: JJ STANTM s 200655M SPEGIPIGRTIONS PLAN E301 MECHANICAL, ELECTRICAL, PLUMBING GENERAL NOTES OOPYRNNT 2013, ROOM ENfiN 1. THE M/E/P CONTRACTORS SHALL REVIEW ENTIRE SET OF CONTRACT 25. PLUMBER SHALL PROVIDE SERVICE VALVES AT ALL BRANCH SUPPLY PIPING. 42. ELECTRICAL SERVICE: DOCUMENTS: INCLUDING BUT NOT NECESSARILY LIMITED TO ALL SUCH SERVICE VALVES SHALL BE LOCATED ACCESSIBLY ABOVE THE CEILING. PROVIDE ELECTRICAL AS INDICATED ON THE DRAWING. 51. LIGHTING PANEL BOARD SHALL BE 3-PHASE 4 -WIRE DISTRIBUTED PHASE ARCHITECTURAL, ALL STRUCTURAL, ALL MECHANICAL, ALL ELECTRICAL, ALL TYPE WITH SOLID NEUTRAL GROUND LUG, GROUND BUS AND NUMBER OF PLUMBING, AND ENTIRE PROJECT MANUAL. ELECTRICAL CONTRACTOR SHALL 26. PLUMBER SHALL BEFORE PLACING WATER SYSTEM IN OPERATION, CHLORINATE ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR THE CIRCUIT BREAKERS AS SHOWN ON THE PANEL SCHEDULE. BUSWAYS SHALL BE ACKNOWLEDGE AND INCLUDE IN THE SCOPE OF WORK (CONTRACT) ALL ENTIRE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF STATE AND POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. HARD DRAWN COPPER. CABINET SHALL BE CONSTRUCTED OF CODE GAUGE CONDITIONS PERTINENT TO THE COMPLETION OF THE ELECTRICAL WORK. LOCAL CODE AUTHORITY. PLUMBER TO SUPPLY CERTIFICATE OF STEEL WITH HINGED DOOR HAVING DIRECTORY CARD, NEATLY AND PROPERLY ELECTRICAL CONTRACTOR SHALL FULLY COORDINATE ELECTRICAL WORK WITH COMPLIANCE. CLOSELY COORDINATE ENTIRE INSTALLATION WITH THE POWER COMPANY. INSCRIBED AND SET IN FRAME WITH TRANSPARENT COVER. THE INSTALLATION OF WORK BY ALL OTHER TRADES AND MAKE NECESSARY FIELD ADJUSTMENTS AS REQUIRED TO ACCOMMODATE THE ELECTRICAL 27. ALL NEW SANITARY PIPING SHALL BE GIVEN A FULL STATIC PRESSURE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTILITY FOR ALL BREAKERS SHALL BE BOLTED TYPE, THERMAL MAGNETIC WITH ALL TWO INSTALLATION. ALL OF THE ABOVE SHALL BE INCLUDED IN THE SCOPE OF TEST. METHOD OF TEST AND REQUIREMENTS TO BE MET SHALL BE AS INSTALLATION OF METERING. OR THREE POLE BREAKERS HAVING COMMON TRIP. CIRCUIT BREAKERS SHALL WORK AT NO ADDITIONAL COST TO THE OWNER. PER THE LOCAL CODE REQUIREMENTS. BY PLUMBER. BE RATED FOR MINIMUM 10,000 AMP SYMMETRICAL SHORT CIRCUIT CURRENT 43. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL TELEPHONE AT 120/208V. 2. THE M/E/P CONTRACTORS SHALL CAREFULLY EXAMINE THE DRAWINGS AND 28. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE PUMPING AND UTILITY FOR TELEPHONE SERVICE TO THE SPACE, CONDUIT SYSTEM FOR SPECIFICATIONS, VISIT THE SITE OF THE WORK, AND FULLY INFORM HIMSELF DRAINING OF TRENCHES OR PITS NECESSARY FOR THE INSTALLATION OF TELEPHONE DISTRIBUTION TO THE LEASED PREMISES SHALL BE PROVIDED CIRCUIT BREAKERS SERVING LIGHTING CIRCUITS SHALL BE RATED FOR AS TO ALL CONDITIONS AND MATTERS THAT CAN, IN ANY WAY, AFFECT THE HIS WORK. WHERE REQUIRED FOR UTILITY COMPANY WIRES. SWITCH SERVICE. WORK OR THE COST THEREOF, SHOULD THIS CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM, THE DRAWINGS, SPECIFICATIONS OR 29. THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL COORDINATE INSTALLATION OF TELEPHONE WORK AND INSTALL ALL CONDUIT PANELBOARDS AND BREAKERS SHALL BE AS MANUFACTURED BY SQUARE -D OTHER DOCUMENTS OR BE IN DOUBT AS TO THEIR MEANING, NOTIFY THE BE CONSIDERED AS PART OF THIS SPECIFICATION. FOR TELEPHONE SYSTEM. OR EQUAL. ARCHITECT/ENGINEER AT ONCE, IN WRITING, OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW WORK, OR BETWEEN ELECTRICAL WORK AND 30. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER PANEL SHALL BE CIRCUITED SO THAT THE LOAD IS DISTRIBUTED EVENLY THE WORK OF OTHER TRADES PRIOR AND OBTAIN CLARIFICATION PRIOR TO LOCAL CODE AUTHORITIES AND THE MOST RECENT EDITION OF NATIONAL AND TELEPHONE PLATE. ACROSS ALL THREE PHASES. SUBMITTING ANY BID. LACK OF SUCH NOTIFICATION SHALL BE CONSTRUED ELECTRIC CODE. TO INDICATE NO DISCREPANCIES OR CONFLICTING EXIST. ADDITIONAL PROVIDE INTERIOR TYPE 4-D PLYWOOD 24" X 24" TO SERVE AS TELEPHONE 52. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NON-FUSED, AS COMPENSATION WILL NOT BE GRANTED AFTER AWARD OF CONTRACT 31. CONTRACTOR SHALL FILE PLANS WITH AND OBTAIN APPROVALS FROM TERMINAL BOARD. CALLED FOR ON DRAWING AND AS REQUIRED BY THE LOCAL AND STATE CODES. FOR ANY WORK REQUIRED TO COMPLY WITH THESE REQUIREMENTS. MUNICIPAL AGENCIES. ALL PERMITS AND CERTIFICATES OF INSPECTION SHALL SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER RATED AS BE OBTAINED AND PAID FOR BY THE CONTRACTOR. 44. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM MANUFACTURED BY SQUARE -D, GENERAL ELECTRIC, OR EQUAL. SWITCH 3. THE DRAWINGS INDICATE THE DIAGRAMMATIC INTENT, GENERAL ELECTRICAL WORK SHOWN, NOTED OR SCHEDULED FOR A COMPLETE AND ENCLOSURE TO BE SUITABLE FOR APPLICATION. CHARACTER, REQUIREMENTS AND LOCATION OF THE WORK SHOWN AND PERTINENT CERTIFICATES SHALL BE DELIVERED TO THE OWNER'S FINISHED INSTALLATION. INCLUDED. THE WORK INDICATED BUT HAVING MINOR DETAILS REPRESENTATIVE, PRIOR TO FINAL BILLING. FURNISH AND INSTALL DUAL ELEMENT CURRENT LIMITING FUSES OF TYPE OBVIOUSLY OMITTED SHALL BE PROVIDED AT NO ADDITIONAL COST TO 44.1 THE WORD "PROVIDE" AS USED HEREIN MEANS TO FURNISH AND INSTALL AND AMPACITY DESIGNED TO PROTECT SYSTEM AGAINST AVAILABLE SHORT THE OWNER. 32. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK COMPLETE. CIRCUIT FAULT CURRENT. AS THE JOB PROGRESSES; AN ACCURATE RECORD OF ALL WORK AS 4. THE CONTRACTOR IS REQUIRED TO BID, AS SPECIFIED, ON THE ACTUALLY INSTALLED. 44.2 MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING COMPONENTS THEREOF, 53. IF REQUIRED: PROVIDE DRY -TYPE TRANSFORMER WHICH SHALL BE COMPLETELY DRAWINGS WITHOUT DEVIATION. THIS CONTRACTOR IS INVITED TO SHALL BE NEW AND SUCH AS APPEARS ON THE UNDERWRITER'S ENCLOSED EXCEPT FOR VENTILATING OPENINGS WITH KVA AND VOLTAGE SUBMIT SUBSTITUTIONS FROM THE BASE BID, ONLY IF THE UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS LABORATORY LIST OF APPROVED ITEMS AND SHALL MEET THE REQUIREMENTS RATINGS AS CALLED FOR ON THE DRAWING AS MANUFACTURED BY SQUARE -D. SUBSTITUTIONS ARE APPROVED BY THE OWNER AND AUTHORIZED, SHALL TURN OVER TO THE OWNER'S REPRESENTATIVE A OF RECOGNIZED STANDARDS. ENGINEER/ARCHITECT PRIOR TO SUBMITTING THE BID. RECORD SET OF PRINTS SHOWING THESE CHANGES. TRANSFORMER SHALL HAVE A MINIMUM OF CLASS 155 INSULATION SYSTEM, AND 44.3 EQUIPMENT SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE A MINIMUM OF (4) 2-1/2 %TAPS BELOW AND (2) 2-1/2 %TAPS ABOVE 5. IT IS THE INTENT OF THESE DOCUMENTS THAT THE M/E/P 33. SUBMIT MATERIAL LISTS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE NATIONAL ELECTRICAL CODE, THE LOCAL AND STATE CODES RATED PRIMARY VOLTAGE. CONTRACTOR PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND TOOLS OWNER'S REPRESENTATIVE FOR REVIEW. SUBMITTALS SHALL BE IN FOR THE COMPLETE INSTALLATION OF ALL WORK SHOWN ON THE PLANS ACCORDANCE WITH GENERAL CONDITIONS AND SHALL BEAR THE STAMP OF 45. CONDUIT SHALL BE STANDARD STEEL, RIGID, IMC OR EMT (THIN WALL) SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE VIBRATION AND/OR DESCRIBED HEREIN, INCLUDING ALL DEVICES, CONTROLS AND THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED AND ACCORDING TO CODE REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND APPURTENANCES REQUIRED TO SET NEW SYSTEMS INTO OPERATION. APPROVED THEM. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE CAUSE FINISHED AREAS, EXCEPT AS OTHERWISE APPROVED BY OWNER'S SECONDARY. FOR REJECTION WITHOUT REVIEW BY THE OWNER. REPRESENTATIVE. 6. THE CONTRACTOR SHALL VERIFY ALL MOUNTING, ALL ARRANGEMENTS, 54. LIGHTING FIXTURES: HEIGHTS AND LOCATIONS PRIOR TO ROUGH -IN. ANY MENTION OFA 34. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND 46. RACEWAYS SHALL BE SURFACE METAL TYPE OF THE SIZE AND CHANNEL THE CONTRACTOR SHALL PROVIDE A NEW LIGHTING FIXTURE OF THE TYPE SPECIFIC MOUNTING ARRANGEMENT, HEIGHT OR LOCATION SHALL NOT PATCHING REQUIRED FOR ANY WORK HEREIN SPECIFIED. REQUIRED FOR SERVICE, CONSTRUCTED OF GALVANIZED STEEL WITH SPECIFIED FOR EACH LIGHTING OUTLET SHOWN WITH COMPLETE LAMPS OR RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO VERIFY THE SNAP-ON COVERS, WITH 1/8" MOUNTING SCREW KNOCKOUTS IN BASE TUBES. ALL FIXTURES SHALL BE HUNG AND MOUNTED IN PLACE, PROPERLY SPECIFIC REQUIREMENT FURNISHED OR THE OTHER TRADES WORKING ALL OPENINGS THROUGH STRUCTURALLY SUPPORTED SLABS MUST BE APPROXIMATELY 8" O.C. PROVIDE FITTINGS INDICATED WHICH MATCH AND WIRED, TESTED AND LEFT READY FOR OPERATION. IN THE SAME AREA. NO ADDITIONS TO THE CONTRACT SUM WILL BE CORE -BORED, SLEEVED, GROUTED, SEALED AND MADE WATERPROOF. SLEEVES MATE WITH RACEWAY. FINISH WITH MANUFACTURER'S STANDARD PRIME PERMITTED FOR ITEMS INSTALLED IN WRONG LOCATIONS, IN MUST EXTEND AT LEAST 2" AFF. COATING SUITABLE FOR PAINTING. 55. PAINTING OF ELECTRICAL CONDUITS, ETC. IF REQUIRED, WILL BE BY GENERAL CONFLICT WITH OTHER WORK, ETC. CONTRACTOR. ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND FLOORS 47. ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER, WITH 600V 7. SHOULD CONDITIONS NECESSITATE ANY REARRANGEMENTS, OR IF SHALL BE SEALED AFTER CONDUIT INSTALLATION TO RETAIN FIRE RATING. INSULATION. 56. RECEPTACLES, SWITCHES, AND COVER PLATES IN CUSTOMER AREAS ARE TO DUCTWORK CAN BE RUN TO BETTER ADVANTAGE, PREPARE AND SUBMIT MATCH THE SURROUNDING WALL COLOR. ALL RECEPTACLES AND SWITCHES IN SHOP DRAWINGS SHOWING THE CHANGES BEFORE PROCEEDING WITH THE 35. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY 47.1 #10 AND SMALLER -SOLID WITH SINGLE BRAID OR STRANDED PREP AREA NEED TO BE WHITE. ALL COVER PLATES IN THE PREP AREA AND WORK. IF SUCH CHANGES ARE APPROVED BY ARCHITECT/ENGINEER, ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIR. RESTROOMS NEED TO BE STAINLESS STEEL. THEY SHALL BECOME A PART OF THE CONTRACT AFTER THEIR # 8 AND LARGER -STRANDED WITH AT LEAST DOUBLE BRAID. APPROVAL. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, 57. FINALLY: RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE MINIMUM WIRE SIZE SHALL BE #12, EXCEPT #14 MAY BE USED FOR CONTROL IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN EVERY 8. UPON COMPLETION OF THE WORK, THE CONTRACTORS SHALL SECURED TO THE BUILDING STRUCTURE, NOT TO PIPING OR DUCTWORK. APPLICATIONS. RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR REVIEW AND CHECK THE ENTIRE PORTION OF WORK, CLEAN EQUIPMENT AND SHOWN ON THE DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK DEVICES, REMOVE SURPLUS MATERIALS AND RUBBISH FROM THE OWNER'S ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT 47.2 ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE SHALL BE FURNISHED. PROPERTY, LEAVING THE WORK IN NEAT AND CLEAN ORDER AND IN SHALL BE RUN IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO IN UNBROKEN PACKAGES. COMPLETE WORKING CONDITION. THE CONTRACTORS SHALL BE COLUMN LINES AND SEPARATED AT LEAST 3" FROM WATER LINES WHEREVER THE LOCATION OF RECEPTACLES AND FIXTURES SHOWN ON THE DRAWING IS RESPONSIBLE FOR REMOVAL OF ANY CARTON, DEBRIS, ETC. FOR EQUIPMENT THEY RUN ALONG SIDE OR ACROSS SUCH LINES. 47.3 GENERAL WIRING SHALL HAVE THW, THHN OR THWN INSULATION. APPROXIMATE AND THE OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY INSTALLED BY THE CONTRACTOR INCLUDING EQUIPMENT FURNISHED BY THE RECEPTACLES OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL OWNER. THE ABOVE SHALL ALSO APPLY TO ALL EQUIPMENT FURNISHED BY 36. EVERY PART OF THE INSTALLATION SHALL BE TESTED, OPERATED AND LEFT 47.4 ALUMINUM CONDUCTORS ARE NOT PERMITTED FOR BRANCH CIRCUIT WIRING. COST. OTHERS AND UNPACKED OR REMOVED FROM CARTON, BY THE IN PERFECT WORKING ORDER. SHOULD TESTING REVEAL ANY OTHER DEFECTS, CONTRACTORS. PROMPTLY CORRECT SUCH DEFECTS AND RERUN TESTS UNTIL THE ENTIRE 47.5 WIRES SHALL BE COLOR CODED IN KEEPING WITH NEC STANDARDS 58. NO ROMEX OR BX WILL BE PERMITTED. INSTALLATION IS SATISFACTORY IN ALL RESPECTS. 9. THE M/P CONTRACTORS IS RESPONSIBLE FOR SCHEDULING DELIVERY, 48. OUTLET BOXES AND COVERS SHALL BE ONE PIECE, GALVANIZED OR 59. ALL WIRE SHALL BE INSTALLED IN THIN WALL (E.M.T.) CONDUIT UNLESS RECEIVING, UNLOADING, UNPACKING STORING SETTING IN PLACE, AND 37. GUARANTEE: SHERARDIZED STEEL, KNOCK -OUT TYPE W/FIXTURE STUDS AS REQ. OTHERWISE NOTED. MINIMUM SIZE SHALL BE 3/4" EXCEPT FOR DROPS FOR PROTECTING FROM DAMAGE, VANDALISM, THEFT OR WEATHER DURING CONTRACTOR IS TO GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR DEVICES, SWITCH LEGS, TEMPERATURE CONTROL CONDUITS, WHERE CONSTRUCTION FOR ALL NEW EQUIPMENT FURNISHED BY THE ELECTRICAL AFTER THE DATE OF ACCEPTANCE OF THE PROJECT BY THE OWNER. IT IS JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE GALVANIZED INDICATED OR AS CALLED FOR ON DRAWINGS. CONTRACTOR. UNDERSTOOD BY HIS ACCEPTANCE OF THE CONTRACT THAT THIS STEEL, CODE GAUGE AND SIZE. CONTRACTOR WILL MAKE GOOD ANY AND ALL WORK WHICH IN ANY WAY HAS 60. ALL THIN WALL FITTINGS SHALL BE OF THE STEEL COMPRESSION GLAND TYPE. 10. THE M/P CONTRACTORS SHALL PAY ALL PERMIT FEES, PLAN REVIEW BECOME DEFECTIVE AS TO THE QUALITY OF MATERIALS AND WORKMANSHIP 49. WIRING DEVICES: FEES, LICENSE FEES, INSPECTIONS AND TAXES APPLICABLE TO THIS DIVISION FOR ANY CAUSE OTHER THAN ORDINARY WEAR AND TEAR. WALL SWITCHES, SINGLE POLE, DOUBLE POLE, AND THREE WAY SHALL BE 61. ALL UNDER FLOOR, UNDERGROUND OR EXPOSED -TO -WEATHER CONDUIT SHALL AND SHALL BE INCLUDED IN THE BASE BID AS PART OF THIS CONTRACT. GENERAL DUTY, FLUSH, TOGGLE SWITCHES; SPECIFICATION GRADE, 20A, BE HEAVY WALL GALVANIZED RIGID STEEL. (G.R.S.), MINIMUM 3/4". FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE 120/277V, WITH SCREW TERMINALS: MANUFACTURES SHALL BE HUBBELL, 11. THE M/P CONTRACTORS SHALL GUARANTEE ALL WORK AND MATERIALS FOR ANY DAMAGE TO THE PREMISES CAUSED BY DEFECTS IN WORKMANSHIP BRYANT, PASS AND SEYMORE, OR LEVITRON. 62. ALL CONDUITS 2" OR LARGER SHALL BE GALVANIZED RIGID STEEL OR FOR A PERIOD OF ONE FULL YEAR AFTER FINAL ACCEPTANCE BY OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. INTERMEDIATE METAL CONDUIT (I.M.C.). THE ARCHITECT/ENGINEER AND OWNER. GENERAL DUTY DUPLEX RECEPTACLES SHALL BE 2 -POLE, 3 -WIRE GROUNDING 38. THE CONTRACTOR, BEFORE FINAL ACCEPTANCE BY THE OWNER WILL BE TYPE, SPECIFICATION GRADE, 20A, 125V, NEMA 5-20R UNLESS OTHERWISE 63. ELECTRICAL CONTRACTOR SHALL INSTALL SIZE OF CONDUIT SHOWN AND 12. M/E/P CONTRACTORS SHALL FURNISH CONTRACT RECORD DOCUMENTS GRANTED, SHALL CLEAN ALL LIGHTING FIXTURES, DEVICE PLATES, SERVICE INDICATED. MANUFACTURERS SHALL BE HUBBELL, BRYANT, PASS AND AS SCHEDULED ABOVE AND SHALL NOT REDUCE SIZING OF CONDUITS TO TO THE ARCHITECT/ENGINEER BEFORE FINAL PAYMENT WILL BE ISSUED. FITTINGS AND OTHER ITEMS FURNISHED UNDER THIS CONTRACT. HE SHALL SEYMORE, OR LEVITRON. SUIT WIRE FILL CAPACITY. THE CONTRACT RECORD DOCUMENTS SHALL INDICATE THE DIAGRAMMATIC INSURE THAT ALL DIRECTORIES ARE IN PLACE INSTALLED CONDITION AND BE IN REPRODUCIBLE DRAWING FORM. WITH COMPLETED OR REVISED SCHEDULES AND ALL IDENTIFICATIONS AND GROUND FAULT INTERRUPTER RECEPTACLE SHALL BE GENERAL DUTY, DUPLEX 64. ALL CONDUIT FASTENERS, STRAPS, SUPPORTS ETC. MUST BE "BOLT -ON" MARKINGS OF EQUIPMENT, CABLES AND OTHER ITEMS ARE COMPLETED. RECEPTACLES, GROUND FAULT CIRCUIT INTERRUPTER, FEED -THROUGH TYPE, GALVANIZED STEEL ON EXPOSED CONSTRUCTION AND IN WET AREAS. 13. THE WORK INSTALLED SHALL BE IN ACCORDANCE WITH ALL LOCAL CAPABLE OF PROTECTING CONNECTED DOWNSTREAM RECEPTACLES ON A SNAP-ON BLACK METAL "CADDY" CLIPS IN METAL PARTITION WALLS AND CODES AND THE LOCAL UTILITY COMPANY'S REQUIREMENTS. 39. THIS CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH ALL OTHER SINGLE CIRCUIT, GROUNDING TYPE UL -RATED CLASS A, GROUP 1, 20A, ABOVE SUSPENDED CEILINGS WILL BE PERMITTED. ALL FASTENERS, TRADES. CONTRACTOR SHALL VERIFY VOLTAGE OF MECHANICAL EQUIPMENT 120V, 60 HZ; WITH SOLID-STATE GROUND FAULT SENSING AND SIGNALING; STRAPS, CLIPS, ETC. SHALL BE UL LISTED FOR THEIR USE. 14. ALL EQUIPMENT/DEVICES SHALL BE NEW AND/OR FIRST QUALITY AND IS TO AND FLUORESCENT FIXTURE BALLASTS, PRIOR COMMENCING ANY WORK. WITH 5 MILLIAMPERES GROUND -FAULT TRIP LEVEL; IN NEMA 5-15R BEAR THE APPROPRIATE UL OR CSA APPROVED LABELS FOR SPECIFIC CONFIGURATION. MANUFACTURERS SHALL BE HUBBELL, BRYANT, PASS AND 65. NO CONDUITS SHALL BE ROUTED THROUGH HVAC AIR DUCTS. PURPOSE. NO REMOVALS SHALL BE MADE WITHOUT OWNER'S APPROVAL. ALL EXISTING SEYMORE, OR LEVITRON. EQUIPMENT, MATERIALS, ETC. THAT ARE NOT TO BE REUSED SHALL BE 66. ALL CONDUIT RACEWAYS SHALL BE CONCEALED IN OR WITHIN: WALLS, CEILING 15. MECHANICAL CONTRACTOR TRAC TOR SHALL FURNISH AND INSTALL A COMPLETE REMOVED COMPLETELY AND DISPOSED OF BY THIS CONTRACTOR. DUPLEX ISOLATED GROUND TYPE RECEPTACLE SHALL BE 2 -POLE 4 -WIRE 15A CAVITY ROOF CONSTRUCTION ( WHERE APPROVED), SLAB, GRADE ETC. TEMPERATURE CONTROL SYSTEM AS REQUIRED. STRAIGHT BLADE DEVICE WITH SEPARATE ISOLATED GROUND AND BUILDING UNLESS OTHERWISE NOTED. ANY RACEWAY THAT IS TO BE ROUTED EXPOSED 40. THIS CONTRACTOR SHALL MAKE ARRANGEMENTS FOR TEMPORARY POWER AND GROUND CONNECTIONS, IN NEMA 5-15R CONFIGURATION, AS MANUFACTURED SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. 16. ALL THERMOSTATS SHALL BE MOUNTED AT +54" ABOVE FINISHED SHALL PAY THE COST FOR THE UTILITY CONNECTION AND SHALL BE BY HUBBELL IG -5362. ALL CONDUIT SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO WALLS FLOOR (UNLESS OTHERWISE SPECIFIED). THERMOSTATS SHALL NOT RESPONSIBLE FOR THE PROPER AND STRUCTURAL MEMBERS WITH 90' F BENDS WHERE REQUIRED AND SHALL INTERFERE WITH SHELVING, VENDING MACHINES, OTHER FIXTURES OR MAINTENANCE OF THE TEMPORARY WORK AND FOR THE REMOVAL OF SAME. ANY RECEPTACLE THAT IS INSTALLED AT OR BELOW 37 INCHES SHALL BE BE RACKED. PULL AND JUNCTION BOXES SHALL BE HELD TO A MINIMUM. CONTROLS. INSTALLED GROUND UP AND ANY RECEPTACLE THAT IS INSTALLED AT OR CONTRACTOR SHALL PAY ALL UTILITY CHARGES IN CONNECTION WITH THE ABOVE 38 INCHES SHALL BE INSTALLED GROUND DOWN. SEE DETAIL. 67. NO WIREWAY, THROUGH OR JUNCTION SHALL BE UTILIZED WHERE MORE THAN 8 17. THE CONTRACTOR SHALL BE LICENSED, BONDED, INSURED AND TEMPORARY POWER. CONDUITS ARE ENTERING OR LEAVING. MULTIPLE WIREWAYS, TROUGHS OR CAPABLE OF PERFORMING QUALITY WORKMANSHIP. THIS CONTRACTOR 50. THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A COMPLETE JUNCTIONS SHALL BE UTILIZED. IN NO CASE SHALL FEED OR CONDUIT OR GUARANTEES ALL OF HIS WORK AND MATERIALS FOR A PERIOD OF ONE CONTRACTOR SHALL PROVIDE GROUND FAULT PROTECTION FOR ALL POWER SYSTEM OF GROUNDING FOR ALL EQUIPMENT AND STRUCTURES. A GOOD CABLING BE MIXED WITH BRANCH CONDUIT. (1) FULL YEAR AND FINAL ACCEPTANCE BY THE OWNER AND EQUIPMENT USED ON THE PREMISES DURING CONSTRUCTION. MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE WITH APPROVED ENGINEER. GROUNDING CONNECTORS. 68. NO CONDUITS SHALL BE ROUTED ON ROOF. ELECTRICAL CONTRACTOR SHALL 41. SCOPE OF WORK: WERE COORDINATE ROOF PENETRATIONS WITH MECHANICAL PIPE CURBS. ERE 18. THE MECH & PLMG CONTRS SHALL SUBMIT SHOP DRAWINGS (ONE SEPIA AND CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES, ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS CONDUT MUST BE RUN ON ROOF, IT SHALL BE RACKED WITH OTHER TRADES THREE PRINTS) PRIOR TO THE START OF INSTALLATION FOR EQUIPMENT AND FEES REQUIRED TO COMPLETELY INSTALL, TEST AND SHALL COMPLY WITH ALL THE LOCAL, STATE AND NEC CODES AND WHERE POSSIBLE OR PROVIDED WITH ITS OWN ROOF RACK SUPPORT SYSTEM OWNER/ARCHITECT/ENGINEER APPROVAL. PLACE THE HEREIN SPECIFIED EQUIPMENT, COMPONENTS, CONTROLS, AND REGULATIONS. WITH PROPER ROOF PLATE SO AS NOT TO CAUSE DAMAGE TO ROOF COVERING. SYSTEMS IN SERVICE. 19. THE M/E/P CONTRACTORS SHALL FURNISH AS -BUILT DRAWINGS TO THE PANELS, CONDUIT SYSTEMS, MOTOR FRAMES, LIGHTING 69. ELECTRICAL CONTRACTOR SHALL FIREPROOF ALL CONDUIT OPENINGS OWNER/ENGINEER BEFORE FINAL PAYMENT WILL BE ISSUED. THE COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEMS INCLUDING ALL FIXTURES AND OTHER EQUIPMENT THAT ARE A PART OF THIS INSTALLATION BETWEEN FLOORS AND ANY INTERSPACE FIRE SEPARATION BLOCK WALLS AS -BUILT DRAWINGS SHALL BE SUBMITTED IN REPRODUCIBLE FORM. PANELS AND COMPLETE BRANCH CIRCUIT WIRING SYSTEM SHALL BE SECURELY GROUNDED BOTH MECHANICALLY AND ELECTRICALLY IN WITH AN ENGINEER APPROVED UL LISTED FIRE RETARDANT MATERIAL. ACCORDANCE WITH ALL LOCAL AND STATE CODES. 20. THE M/E/P CONTRACTORS SHALL BE RESPONSIBLE FOR THE STARTUP OF COMPLETE UTILITY MOTOR WIRING SYSTEMS (EXCEPT AS NOTED) COMPLETE 70. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES THRU ALL HEATING, VENTING, AND AIR-CONDITIONING EQUIPMENT. LIGHTING FIXTURE INSTALLATION WALLS AND CORING THRU FLOORS. ELECTRICAL CONTRACTOR SHALL MAIN GROUNDING SYSTEM SHALL BE SIZED TO CONFORM WITH SECTION 250, WEATHERPROOF ALL PENETRATIONS THRU FOUNDATION AND EXTERIOR WALLS. 21. THE M/E/P CONTRACTORS SHALL PROVIDE A COMPETENT OPERATING COMPLETE TELEPHONE CONDUIT SYSTEM. CONDUIT FROM POINT OF TABLE 250-66 OF THE NATIONAL ELECTRICAL CODE. PROVIDE CONDUIT TO TECHNICIAN TO INSTRUCT THE OWNER IN THE OPERATION AND CONNECTION TO LANDLORD'S SYSTEM AND ALL TERMINAL DEVICES, BOXES, GROUND WIRE FROM DAMAGE TO AN AREA 6 FT. ABOVE FLOOR. PROTECT 71. FINAL EQUIPMENT CONNECTION TO PILOT CONTROL DEVICES SHALL BE MADE MAINTENANCE OF THE NEW EQUIPMENT. CONDUIT, PLATES, ETC. WITH 1'-0" MINIMUM LENGTH OF FLEXIBLE CONDUIT CONNECTION (IE. SOLENOID VALVES, MOTORIZED DAMPERS, ETC.). 22. DO ALL CUTTING AND PATCHING (TO ORIGINAL STATE) OF BUILDING TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR CONSTRUCTION MAKE ALL JOINTS AND CONNECTIONS OF THE CONDUIT SYSTEM TIGHT TO MATERIALS AS REQUIRED FOR INSTALLATION OF A COMPLETE WORKABLE MAINTAIN CONTINUITY OF MECHANICAL AND ELECTRICAL GROUND THROUGHOUT 72. ELECTRICAL CONTRACTOR SHALL PROVIDE LOCAL LOW VOLTAGE SWITCHING SYSTEM. WIRING AND FINAL CONNECTION TO ALL SIGNS AND GRAPHICS, FURNISHED ENTIRE SYSTEM. IN LIEU OF LINE VOLTAGE SWITCHING FOR 277 CIRCUITS IF REQUIRED BY BY THE OWNER LOCAL CODE. ELECTRICAL CONTRACTOR SHALL PROVIDE BARRIERS TO 23. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES THRU WALLS GROUND ALL 3 WIRE RECEPTACLES TO THE OUTLET BOXES. SEPARATE DIFFERENT PHASES IN 277 VOLT GANGED SWITCH BOXES. AND CORING THRU FLOORS. PROVISIONS FOR FIRE ALARM/SMOKE EVACUATION SYSTEM AND EXTENSION TO LANDLORD'S SYSTEM GROUND NEUTRAL FROM THE TRANSFORMER CONNECTED TO WATER LINE. 24. PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING SANITARY, STORM AND WATER SUPPLY ON THE SITE PRIOR TO THE TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION GROUND CONDUCTOR SHALL BE SUPPLIED IN ALL NON-METALLIC CONDUIT. PERFORMANCE OF ANY WORK. TESTING OF ALL ELECTRICAL EQUIPMENT WARRANTY OF ALL WORK FOR A PERIOD OF ONE YEAR FROM DATED OF PROJECT CLOSE-OUT EE d% INC a2MSr F.`JK\-JYYY jam '$V -V-1205 JIMMY JOHN'S 71GM, 0R�ONG�aEP1.D11G 12-26-2013 13:51 MECHANICAL, ELECTRICAL, PLUMBING GENERAL NOTES OOPYRNNT 2013, ROOM ENfiN 1. THE M/E/P CONTRACTORS SHALL REVIEW ENTIRE SET OF CONTRACT 25. PLUMBER SHALL PROVIDE SERVICE VALVES AT ALL BRANCH SUPPLY PIPING. 42. ELECTRICAL SERVICE: DOCUMENTS: INCLUDING BUT NOT NECESSARILY LIMITED TO ALL SUCH SERVICE VALVES SHALL BE LOCATED ACCESSIBLY ABOVE THE CEILING. PROVIDE ELECTRICAL AS INDICATED ON THE DRAWING. 51. LIGHTING PANEL BOARD SHALL BE 3-PHASE 4 -WIRE DISTRIBUTED PHASE ARCHITECTURAL, ALL STRUCTURAL, ALL MECHANICAL, ALL ELECTRICAL, ALL TYPE WITH SOLID NEUTRAL GROUND LUG, GROUND BUS AND NUMBER OF PLUMBING, AND ENTIRE PROJECT MANUAL. ELECTRICAL CONTRACTOR SHALL 26. PLUMBER SHALL BEFORE PLACING WATER SYSTEM IN OPERATION, CHLORINATE ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR THE CIRCUIT BREAKERS AS SHOWN ON THE PANEL SCHEDULE. BUSWAYS SHALL BE ACKNOWLEDGE AND INCLUDE IN THE SCOPE OF WORK (CONTRACT) ALL ENTIRE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF STATE AND POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. HARD DRAWN COPPER. CABINET SHALL BE CONSTRUCTED OF CODE GAUGE CONDITIONS PERTINENT TO THE COMPLETION OF THE ELECTRICAL WORK. LOCAL CODE AUTHORITY. PLUMBER TO SUPPLY CERTIFICATE OF STEEL WITH HINGED DOOR HAVING DIRECTORY CARD, NEATLY AND PROPERLY ELECTRICAL CONTRACTOR SHALL FULLY COORDINATE ELECTRICAL WORK WITH COMPLIANCE. CLOSELY COORDINATE ENTIRE INSTALLATION WITH THE POWER COMPANY. INSCRIBED AND SET IN FRAME WITH TRANSPARENT COVER. THE INSTALLATION OF WORK BY ALL OTHER TRADES AND MAKE NECESSARY FIELD ADJUSTMENTS AS REQUIRED TO ACCOMMODATE THE ELECTRICAL 27. ALL NEW SANITARY PIPING SHALL BE GIVEN A FULL STATIC PRESSURE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTILITY FOR ALL BREAKERS SHALL BE BOLTED TYPE, THERMAL MAGNETIC WITH ALL TWO INSTALLATION. ALL OF THE ABOVE SHALL BE INCLUDED IN THE SCOPE OF TEST. METHOD OF TEST AND REQUIREMENTS TO BE MET SHALL BE AS INSTALLATION OF METERING. OR THREE POLE BREAKERS HAVING COMMON TRIP. CIRCUIT BREAKERS SHALL WORK AT NO ADDITIONAL COST TO THE OWNER. PER THE LOCAL CODE REQUIREMENTS. BY PLUMBER. BE RATED FOR MINIMUM 10,000 AMP SYMMETRICAL SHORT CIRCUIT CURRENT 43. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL TELEPHONE AT 120/208V. 2. THE M/E/P CONTRACTORS SHALL CAREFULLY EXAMINE THE DRAWINGS AND 28. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE PUMPING AND UTILITY FOR TELEPHONE SERVICE TO THE SPACE, CONDUIT SYSTEM FOR SPECIFICATIONS, VISIT THE SITE OF THE WORK, AND FULLY INFORM HIMSELF DRAINING OF TRENCHES OR PITS NECESSARY FOR THE INSTALLATION OF TELEPHONE DISTRIBUTION TO THE LEASED PREMISES SHALL BE PROVIDED CIRCUIT BREAKERS SERVING LIGHTING CIRCUITS SHALL BE RATED FOR AS TO ALL CONDITIONS AND MATTERS THAT CAN, IN ANY WAY, AFFECT THE HIS WORK. WHERE REQUIRED FOR UTILITY COMPANY WIRES. SWITCH SERVICE. WORK OR THE COST THEREOF, SHOULD THIS CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM, THE DRAWINGS, SPECIFICATIONS OR 29. THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL COORDINATE INSTALLATION OF TELEPHONE WORK AND INSTALL ALL CONDUIT PANELBOARDS AND BREAKERS SHALL BE AS MANUFACTURED BY SQUARE -D OTHER DOCUMENTS OR BE IN DOUBT AS TO THEIR MEANING, NOTIFY THE BE CONSIDERED AS PART OF THIS SPECIFICATION. FOR TELEPHONE SYSTEM. OR EQUAL. ARCHITECT/ENGINEER AT ONCE, IN WRITING, OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW WORK, OR BETWEEN ELECTRICAL WORK AND 30. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER PANEL SHALL BE CIRCUITED SO THAT THE LOAD IS DISTRIBUTED EVENLY THE WORK OF OTHER TRADES PRIOR AND OBTAIN CLARIFICATION PRIOR TO LOCAL CODE AUTHORITIES AND THE MOST RECENT EDITION OF NATIONAL AND TELEPHONE PLATE. ACROSS ALL THREE PHASES. SUBMITTING ANY BID. LACK OF SUCH NOTIFICATION SHALL BE CONSTRUED ELECTRIC CODE. TO INDICATE NO DISCREPANCIES OR CONFLICTING EXIST. ADDITIONAL PROVIDE INTERIOR TYPE 4-D PLYWOOD 24" X 24" TO SERVE AS TELEPHONE 52. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NON-FUSED, AS COMPENSATION WILL NOT BE GRANTED AFTER AWARD OF CONTRACT 31. CONTRACTOR SHALL FILE PLANS WITH AND OBTAIN APPROVALS FROM TERMINAL BOARD. CALLED FOR ON DRAWING AND AS REQUIRED BY THE LOCAL AND STATE CODES. FOR ANY WORK REQUIRED TO COMPLY WITH THESE REQUIREMENTS. MUNICIPAL AGENCIES. ALL PERMITS AND CERTIFICATES OF INSPECTION SHALL SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER RATED AS BE OBTAINED AND PAID FOR BY THE CONTRACTOR. 44. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM MANUFACTURED BY SQUARE -D, GENERAL ELECTRIC, OR EQUAL. SWITCH 3. THE DRAWINGS INDICATE THE DIAGRAMMATIC INTENT, GENERAL ELECTRICAL WORK SHOWN, NOTED OR SCHEDULED FOR A COMPLETE AND ENCLOSURE TO BE SUITABLE FOR APPLICATION. CHARACTER, REQUIREMENTS AND LOCATION OF THE WORK SHOWN AND PERTINENT CERTIFICATES SHALL BE DELIVERED TO THE OWNER'S FINISHED INSTALLATION. INCLUDED. THE WORK INDICATED BUT HAVING MINOR DETAILS REPRESENTATIVE, PRIOR TO FINAL BILLING. FURNISH AND INSTALL DUAL ELEMENT CURRENT LIMITING FUSES OF TYPE OBVIOUSLY OMITTED SHALL BE PROVIDED AT NO ADDITIONAL COST TO 44.1 THE WORD "PROVIDE" AS USED HEREIN MEANS TO FURNISH AND INSTALL AND AMPACITY DESIGNED TO PROTECT SYSTEM AGAINST AVAILABLE SHORT THE OWNER. 32. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK COMPLETE. CIRCUIT FAULT CURRENT. AS THE JOB PROGRESSES; AN ACCURATE RECORD OF ALL WORK AS 4. THE CONTRACTOR IS REQUIRED TO BID, AS SPECIFIED, ON THE ACTUALLY INSTALLED. 44.2 MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING COMPONENTS THEREOF, 53. IF REQUIRED: PROVIDE DRY -TYPE TRANSFORMER WHICH SHALL BE COMPLETELY DRAWINGS WITHOUT DEVIATION. THIS CONTRACTOR IS INVITED TO SHALL BE NEW AND SUCH AS APPEARS ON THE UNDERWRITER'S ENCLOSED EXCEPT FOR VENTILATING OPENINGS WITH KVA AND VOLTAGE SUBMIT SUBSTITUTIONS FROM THE BASE BID, ONLY IF THE UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS LABORATORY LIST OF APPROVED ITEMS AND SHALL MEET THE REQUIREMENTS RATINGS AS CALLED FOR ON THE DRAWING AS MANUFACTURED BY SQUARE -D. SUBSTITUTIONS ARE APPROVED BY THE OWNER AND AUTHORIZED, SHALL TURN OVER TO THE OWNER'S REPRESENTATIVE A OF RECOGNIZED STANDARDS. ENGINEER/ARCHITECT PRIOR TO SUBMITTING THE BID. RECORD SET OF PRINTS SHOWING THESE CHANGES. TRANSFORMER SHALL HAVE A MINIMUM OF CLASS 155 INSULATION SYSTEM, AND 44.3 EQUIPMENT SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE A MINIMUM OF (4) 2-1/2 %TAPS BELOW AND (2) 2-1/2 %TAPS ABOVE 5. IT IS THE INTENT OF THESE DOCUMENTS THAT THE M/E/P 33. SUBMIT MATERIAL LISTS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE NATIONAL ELECTRICAL CODE, THE LOCAL AND STATE CODES RATED PRIMARY VOLTAGE. CONTRACTOR PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND TOOLS OWNER'S REPRESENTATIVE FOR REVIEW. SUBMITTALS SHALL BE IN FOR THE COMPLETE INSTALLATION OF ALL WORK SHOWN ON THE PLANS ACCORDANCE WITH GENERAL CONDITIONS AND SHALL BEAR THE STAMP OF 45. CONDUIT SHALL BE STANDARD STEEL, RIGID, IMC OR EMT (THIN WALL) SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE VIBRATION AND/OR DESCRIBED HEREIN, INCLUDING ALL DEVICES, CONTROLS AND THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED AND ACCORDING TO CODE REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND APPURTENANCES REQUIRED TO SET NEW SYSTEMS INTO OPERATION. APPROVED THEM. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE CAUSE FINISHED AREAS, EXCEPT AS OTHERWISE APPROVED BY OWNER'S SECONDARY. FOR REJECTION WITHOUT REVIEW BY THE OWNER. REPRESENTATIVE. 6. THE CONTRACTOR SHALL VERIFY ALL MOUNTING, ALL ARRANGEMENTS, 54. LIGHTING FIXTURES: HEIGHTS AND LOCATIONS PRIOR TO ROUGH -IN. ANY MENTION OFA 34. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND 46. RACEWAYS SHALL BE SURFACE METAL TYPE OF THE SIZE AND CHANNEL THE CONTRACTOR SHALL PROVIDE A NEW LIGHTING FIXTURE OF THE TYPE SPECIFIC MOUNTING ARRANGEMENT, HEIGHT OR LOCATION SHALL NOT PATCHING REQUIRED FOR ANY WORK HEREIN SPECIFIED. REQUIRED FOR SERVICE, CONSTRUCTED OF GALVANIZED STEEL WITH SPECIFIED FOR EACH LIGHTING OUTLET SHOWN WITH COMPLETE LAMPS OR RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO VERIFY THE SNAP-ON COVERS, WITH 1/8" MOUNTING SCREW KNOCKOUTS IN BASE TUBES. ALL FIXTURES SHALL BE HUNG AND MOUNTED IN PLACE, PROPERLY SPECIFIC REQUIREMENT FURNISHED OR THE OTHER TRADES WORKING ALL OPENINGS THROUGH STRUCTURALLY SUPPORTED SLABS MUST BE APPROXIMATELY 8" O.C. PROVIDE FITTINGS INDICATED WHICH MATCH AND WIRED, TESTED AND LEFT READY FOR OPERATION. IN THE SAME AREA. NO ADDITIONS TO THE CONTRACT SUM WILL BE CORE -BORED, SLEEVED, GROUTED, SEALED AND MADE WATERPROOF. SLEEVES MATE WITH RACEWAY. FINISH WITH MANUFACTURER'S STANDARD PRIME PERMITTED FOR ITEMS INSTALLED IN WRONG LOCATIONS, IN MUST EXTEND AT LEAST 2" AFF. COATING SUITABLE FOR PAINTING. 55. PAINTING OF ELECTRICAL CONDUITS, ETC. IF REQUIRED, WILL BE BY GENERAL CONFLICT WITH OTHER WORK, ETC. CONTRACTOR. ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND FLOORS 47. ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER, WITH 600V 7. SHOULD CONDITIONS NECESSITATE ANY REARRANGEMENTS, OR IF SHALL BE SEALED AFTER CONDUIT INSTALLATION TO RETAIN FIRE RATING. INSULATION. 56. RECEPTACLES, SWITCHES, AND COVER PLATES IN CUSTOMER AREAS ARE TO DUCTWORK CAN BE RUN TO BETTER ADVANTAGE, PREPARE AND SUBMIT MATCH THE SURROUNDING WALL COLOR. ALL RECEPTACLES AND SWITCHES IN SHOP DRAWINGS SHOWING THE CHANGES BEFORE PROCEEDING WITH THE 35. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY 47.1 #10 AND SMALLER -SOLID WITH SINGLE BRAID OR STRANDED PREP AREA NEED TO BE WHITE. ALL COVER PLATES IN THE PREP AREA AND WORK. IF SUCH CHANGES ARE APPROVED BY ARCHITECT/ENGINEER, ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIR. RESTROOMS NEED TO BE STAINLESS STEEL. THEY SHALL BECOME A PART OF THE CONTRACT AFTER THEIR # 8 AND LARGER -STRANDED WITH AT LEAST DOUBLE BRAID. APPROVAL. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, 57. FINALLY: RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE MINIMUM WIRE SIZE SHALL BE #12, EXCEPT #14 MAY BE USED FOR CONTROL IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN EVERY 8. UPON COMPLETION OF THE WORK, THE CONTRACTORS SHALL SECURED TO THE BUILDING STRUCTURE, NOT TO PIPING OR DUCTWORK. APPLICATIONS. RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR REVIEW AND CHECK THE ENTIRE PORTION OF WORK, CLEAN EQUIPMENT AND SHOWN ON THE DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK DEVICES, REMOVE SURPLUS MATERIALS AND RUBBISH FROM THE OWNER'S ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT 47.2 ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE SHALL BE FURNISHED. PROPERTY, LEAVING THE WORK IN NEAT AND CLEAN ORDER AND IN SHALL BE RUN IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO IN UNBROKEN PACKAGES. COMPLETE WORKING CONDITION. THE CONTRACTORS SHALL BE COLUMN LINES AND SEPARATED AT LEAST 3" FROM WATER LINES WHEREVER THE LOCATION OF RECEPTACLES AND FIXTURES SHOWN ON THE DRAWING IS RESPONSIBLE FOR REMOVAL OF ANY CARTON, DEBRIS, ETC. FOR EQUIPMENT THEY RUN ALONG SIDE OR ACROSS SUCH LINES. 47.3 GENERAL WIRING SHALL HAVE THW, THHN OR THWN INSULATION. APPROXIMATE AND THE OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY INSTALLED BY THE CONTRACTOR INCLUDING EQUIPMENT FURNISHED BY THE RECEPTACLES OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL OWNER. THE ABOVE SHALL ALSO APPLY TO ALL EQUIPMENT FURNISHED BY 36. EVERY PART OF THE INSTALLATION SHALL BE TESTED, OPERATED AND LEFT 47.4 ALUMINUM CONDUCTORS ARE NOT PERMITTED FOR BRANCH CIRCUIT WIRING. COST. OTHERS AND UNPACKED OR REMOVED FROM CARTON, BY THE IN PERFECT WORKING ORDER. SHOULD TESTING REVEAL ANY OTHER DEFECTS, CONTRACTORS. PROMPTLY CORRECT SUCH DEFECTS AND RERUN TESTS UNTIL THE ENTIRE 47.5 WIRES SHALL BE COLOR CODED IN KEEPING WITH NEC STANDARDS 58. NO ROMEX OR BX WILL BE PERMITTED. INSTALLATION IS SATISFACTORY IN ALL RESPECTS. 9. THE M/P CONTRACTORS IS RESPONSIBLE FOR SCHEDULING DELIVERY, 48. OUTLET BOXES AND COVERS SHALL BE ONE PIECE, GALVANIZED OR 59. ALL WIRE SHALL BE INSTALLED IN THIN WALL (E.M.T.) CONDUIT UNLESS RECEIVING, UNLOADING, UNPACKING STORING SETTING IN PLACE, AND 37. GUARANTEE: SHERARDIZED STEEL, KNOCK -OUT TYPE W/FIXTURE STUDS AS REQ. OTHERWISE NOTED. MINIMUM SIZE SHALL BE 3/4" EXCEPT FOR DROPS FOR PROTECTING FROM DAMAGE, VANDALISM, THEFT OR WEATHER DURING CONTRACTOR IS TO GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR DEVICES, SWITCH LEGS, TEMPERATURE CONTROL CONDUITS, WHERE CONSTRUCTION FOR ALL NEW EQUIPMENT FURNISHED BY THE ELECTRICAL AFTER THE DATE OF ACCEPTANCE OF THE PROJECT BY THE OWNER. IT IS JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE GALVANIZED INDICATED OR AS CALLED FOR ON DRAWINGS. CONTRACTOR. UNDERSTOOD BY HIS ACCEPTANCE OF THE CONTRACT THAT THIS STEEL, CODE GAUGE AND SIZE. CONTRACTOR WILL MAKE GOOD ANY AND ALL WORK WHICH IN ANY WAY HAS 60. ALL THIN WALL FITTINGS SHALL BE OF THE STEEL COMPRESSION GLAND TYPE. 10. THE M/P CONTRACTORS SHALL PAY ALL PERMIT FEES, PLAN REVIEW BECOME DEFECTIVE AS TO THE QUALITY OF MATERIALS AND WORKMANSHIP 49. WIRING DEVICES: FEES, LICENSE FEES, INSPECTIONS AND TAXES APPLICABLE TO THIS DIVISION FOR ANY CAUSE OTHER THAN ORDINARY WEAR AND TEAR. WALL SWITCHES, SINGLE POLE, DOUBLE POLE, AND THREE WAY SHALL BE 61. ALL UNDER FLOOR, UNDERGROUND OR EXPOSED -TO -WEATHER CONDUIT SHALL AND SHALL BE INCLUDED IN THE BASE BID AS PART OF THIS CONTRACT. GENERAL DUTY, FLUSH, TOGGLE SWITCHES; SPECIFICATION GRADE, 20A, BE HEAVY WALL GALVANIZED RIGID STEEL. (G.R.S.), MINIMUM 3/4". FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE 120/277V, WITH SCREW TERMINALS: MANUFACTURES SHALL BE HUBBELL, 11. THE M/P CONTRACTORS SHALL GUARANTEE ALL WORK AND MATERIALS FOR ANY DAMAGE TO THE PREMISES CAUSED BY DEFECTS IN WORKMANSHIP BRYANT, PASS AND SEYMORE, OR LEVITRON. 62. ALL CONDUITS 2" OR LARGER SHALL BE GALVANIZED RIGID STEEL OR FOR A PERIOD OF ONE FULL YEAR AFTER FINAL ACCEPTANCE BY OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. INTERMEDIATE METAL CONDUIT (I.M.C.). THE ARCHITECT/ENGINEER AND OWNER. GENERAL DUTY DUPLEX RECEPTACLES SHALL BE 2 -POLE, 3 -WIRE GROUNDING 38. THE CONTRACTOR, BEFORE FINAL ACCEPTANCE BY THE OWNER WILL BE TYPE, SPECIFICATION GRADE, 20A, 125V, NEMA 5-20R UNLESS OTHERWISE 63. ELECTRICAL CONTRACTOR SHALL INSTALL SIZE OF CONDUIT SHOWN AND 12. M/E/P CONTRACTORS SHALL FURNISH CONTRACT RECORD DOCUMENTS GRANTED, SHALL CLEAN ALL LIGHTING FIXTURES, DEVICE PLATES, SERVICE INDICATED. MANUFACTURERS SHALL BE HUBBELL, BRYANT, PASS AND AS SCHEDULED ABOVE AND SHALL NOT REDUCE SIZING OF CONDUITS TO TO THE ARCHITECT/ENGINEER BEFORE FINAL PAYMENT WILL BE ISSUED. FITTINGS AND OTHER ITEMS FURNISHED UNDER THIS CONTRACT. HE SHALL SEYMORE, OR LEVITRON. SUIT WIRE FILL CAPACITY. THE CONTRACT RECORD DOCUMENTS SHALL INDICATE THE DIAGRAMMATIC INSURE THAT ALL DIRECTORIES ARE IN PLACE INSTALLED CONDITION AND BE IN REPRODUCIBLE DRAWING FORM. WITH COMPLETED OR REVISED SCHEDULES AND ALL IDENTIFICATIONS AND GROUND FAULT INTERRUPTER RECEPTACLE SHALL BE GENERAL DUTY, DUPLEX 64. ALL CONDUIT FASTENERS, STRAPS, SUPPORTS ETC. MUST BE "BOLT -ON" MARKINGS OF EQUIPMENT, CABLES AND OTHER ITEMS ARE COMPLETED. RECEPTACLES, GROUND FAULT CIRCUIT INTERRUPTER, FEED -THROUGH TYPE, GALVANIZED STEEL ON EXPOSED CONSTRUCTION AND IN WET AREAS. 13. THE WORK INSTALLED SHALL BE IN ACCORDANCE WITH ALL LOCAL CAPABLE OF PROTECTING CONNECTED DOWNSTREAM RECEPTACLES ON A SNAP-ON BLACK METAL "CADDY" CLIPS IN METAL PARTITION WALLS AND CODES AND THE LOCAL UTILITY COMPANY'S REQUIREMENTS. 39. THIS CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH ALL OTHER SINGLE CIRCUIT, GROUNDING TYPE UL -RATED CLASS A, GROUP 1, 20A, ABOVE SUSPENDED CEILINGS WILL BE PERMITTED. ALL FASTENERS, TRADES. CONTRACTOR SHALL VERIFY VOLTAGE OF MECHANICAL EQUIPMENT 120V, 60 HZ; WITH SOLID-STATE GROUND FAULT SENSING AND SIGNALING; STRAPS, CLIPS, ETC. SHALL BE UL LISTED FOR THEIR USE. 14. ALL EQUIPMENT/DEVICES SHALL BE NEW AND/OR FIRST QUALITY AND IS TO AND FLUORESCENT FIXTURE BALLASTS, PRIOR COMMENCING ANY WORK. WITH 5 MILLIAMPERES GROUND -FAULT TRIP LEVEL; IN NEMA 5-15R BEAR THE APPROPRIATE UL OR CSA APPROVED LABELS FOR SPECIFIC CONFIGURATION. MANUFACTURERS SHALL BE HUBBELL, BRYANT, PASS AND 65. NO CONDUITS SHALL BE ROUTED THROUGH HVAC AIR DUCTS. PURPOSE. NO REMOVALS SHALL BE MADE WITHOUT OWNER'S APPROVAL. ALL EXISTING SEYMORE, OR LEVITRON. EQUIPMENT, MATERIALS, ETC. THAT ARE NOT TO BE REUSED SHALL BE 66. ALL CONDUIT RACEWAYS SHALL BE CONCEALED IN OR WITHIN: WALLS, CEILING 15. MECHANICAL CONTRACTOR TRAC TOR SHALL FURNISH AND INSTALL A COMPLETE REMOVED COMPLETELY AND DISPOSED OF BY THIS CONTRACTOR. DUPLEX ISOLATED GROUND TYPE RECEPTACLE SHALL BE 2 -POLE 4 -WIRE 15A CAVITY ROOF CONSTRUCTION ( WHERE APPROVED), SLAB, GRADE ETC. TEMPERATURE CONTROL SYSTEM AS REQUIRED. STRAIGHT BLADE DEVICE WITH SEPARATE ISOLATED GROUND AND BUILDING UNLESS OTHERWISE NOTED. ANY RACEWAY THAT IS TO BE ROUTED EXPOSED 40. THIS CONTRACTOR SHALL MAKE ARRANGEMENTS FOR TEMPORARY POWER AND GROUND CONNECTIONS, IN NEMA 5-15R CONFIGURATION, AS MANUFACTURED SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. 16. ALL THERMOSTATS SHALL BE MOUNTED AT +54" ABOVE FINISHED SHALL PAY THE COST FOR THE UTILITY CONNECTION AND SHALL BE BY HUBBELL IG -5362. ALL CONDUIT SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO WALLS FLOOR (UNLESS OTHERWISE SPECIFIED). THERMOSTATS SHALL NOT RESPONSIBLE FOR THE PROPER AND STRUCTURAL MEMBERS WITH 90' F BENDS WHERE REQUIRED AND SHALL INTERFERE WITH SHELVING, VENDING MACHINES, OTHER FIXTURES OR MAINTENANCE OF THE TEMPORARY WORK AND FOR THE REMOVAL OF SAME. ANY RECEPTACLE THAT IS INSTALLED AT OR BELOW 37 INCHES SHALL BE BE RACKED. PULL AND JUNCTION BOXES SHALL BE HELD TO A MINIMUM. CONTROLS. INSTALLED GROUND UP AND ANY RECEPTACLE THAT IS INSTALLED AT OR CONTRACTOR SHALL PAY ALL UTILITY CHARGES IN CONNECTION WITH THE ABOVE 38 INCHES SHALL BE INSTALLED GROUND DOWN. SEE DETAIL. 67. NO WIREWAY, THROUGH OR JUNCTION SHALL BE UTILIZED WHERE MORE THAN 8 17. THE CONTRACTOR SHALL BE LICENSED, BONDED, INSURED AND TEMPORARY POWER. CONDUITS ARE ENTERING OR LEAVING. MULTIPLE WIREWAYS, TROUGHS OR CAPABLE OF PERFORMING QUALITY WORKMANSHIP. THIS CONTRACTOR 50. THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A COMPLETE JUNCTIONS SHALL BE UTILIZED. IN NO CASE SHALL FEED OR CONDUIT OR GUARANTEES ALL OF HIS WORK AND MATERIALS FOR A PERIOD OF ONE CONTRACTOR SHALL PROVIDE GROUND FAULT PROTECTION FOR ALL POWER SYSTEM OF GROUNDING FOR ALL EQUIPMENT AND STRUCTURES. A GOOD CABLING BE MIXED WITH BRANCH CONDUIT. (1) FULL YEAR AND FINAL ACCEPTANCE BY THE OWNER AND EQUIPMENT USED ON THE PREMISES DURING CONSTRUCTION. MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE WITH APPROVED ENGINEER. GROUNDING CONNECTORS. 68. NO CONDUITS SHALL BE ROUTED ON ROOF. ELECTRICAL CONTRACTOR SHALL 41. SCOPE OF WORK: WERE COORDINATE ROOF PENETRATIONS WITH MECHANICAL PIPE CURBS. ERE 18. THE MECH & PLMG CONTRS SHALL SUBMIT SHOP DRAWINGS (ONE SEPIA AND CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES, ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS CONDUT MUST BE RUN ON ROOF, IT SHALL BE RACKED WITH OTHER TRADES THREE PRINTS) PRIOR TO THE START OF INSTALLATION FOR EQUIPMENT AND FEES REQUIRED TO COMPLETELY INSTALL, TEST AND SHALL COMPLY WITH ALL THE LOCAL, STATE AND NEC CODES AND WHERE POSSIBLE OR PROVIDED WITH ITS OWN ROOF RACK SUPPORT SYSTEM OWNER/ARCHITECT/ENGINEER APPROVAL. PLACE THE HEREIN SPECIFIED EQUIPMENT, COMPONENTS, CONTROLS, AND REGULATIONS. WITH PROPER ROOF PLATE SO AS NOT TO CAUSE DAMAGE TO ROOF COVERING. SYSTEMS IN SERVICE. 19. THE M/E/P CONTRACTORS SHALL FURNISH AS -BUILT DRAWINGS TO THE PANELS, CONDUIT SYSTEMS, MOTOR FRAMES, LIGHTING 69. ELECTRICAL CONTRACTOR SHALL FIREPROOF ALL CONDUIT OPENINGS OWNER/ENGINEER BEFORE FINAL PAYMENT WILL BE ISSUED. THE COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEMS INCLUDING ALL FIXTURES AND OTHER EQUIPMENT THAT ARE A PART OF THIS INSTALLATION BETWEEN FLOORS AND ANY INTERSPACE FIRE SEPARATION BLOCK WALLS AS -BUILT DRAWINGS SHALL BE SUBMITTED IN REPRODUCIBLE FORM. PANELS AND COMPLETE BRANCH CIRCUIT WIRING SYSTEM SHALL BE SECURELY GROUNDED BOTH MECHANICALLY AND ELECTRICALLY IN WITH AN ENGINEER APPROVED UL LISTED FIRE RETARDANT MATERIAL. ACCORDANCE WITH ALL LOCAL AND STATE CODES. 20. THE M/E/P CONTRACTORS SHALL BE RESPONSIBLE FOR THE STARTUP OF COMPLETE UTILITY MOTOR WIRING SYSTEMS (EXCEPT AS NOTED) COMPLETE 70. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES THRU ALL HEATING, VENTING, AND AIR-CONDITIONING EQUIPMENT. LIGHTING FIXTURE INSTALLATION WALLS AND CORING THRU FLOORS. ELECTRICAL CONTRACTOR SHALL MAIN GROUNDING SYSTEM SHALL BE SIZED TO CONFORM WITH SECTION 250, WEATHERPROOF ALL PENETRATIONS THRU FOUNDATION AND EXTERIOR WALLS. 21. THE M/E/P CONTRACTORS SHALL PROVIDE A COMPETENT OPERATING COMPLETE TELEPHONE CONDUIT SYSTEM. CONDUIT FROM POINT OF TABLE 250-66 OF THE NATIONAL ELECTRICAL CODE. PROVIDE CONDUIT TO TECHNICIAN TO INSTRUCT THE OWNER IN THE OPERATION AND CONNECTION TO LANDLORD'S SYSTEM AND ALL TERMINAL DEVICES, BOXES, GROUND WIRE FROM DAMAGE TO AN AREA 6 FT. ABOVE FLOOR. PROTECT 71. FINAL EQUIPMENT CONNECTION TO PILOT CONTROL DEVICES SHALL BE MADE MAINTENANCE OF THE NEW EQUIPMENT. CONDUIT, PLATES, ETC. WITH 1'-0" MINIMUM LENGTH OF FLEXIBLE CONDUIT CONNECTION (IE. SOLENOID VALVES, MOTORIZED DAMPERS, ETC.). 22. DO ALL CUTTING AND PATCHING (TO ORIGINAL STATE) OF BUILDING TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR CONSTRUCTION MAKE ALL JOINTS AND CONNECTIONS OF THE CONDUIT SYSTEM TIGHT TO MATERIALS AS REQUIRED FOR INSTALLATION OF A COMPLETE WORKABLE MAINTAIN CONTINUITY OF MECHANICAL AND ELECTRICAL GROUND THROUGHOUT 72. ELECTRICAL CONTRACTOR SHALL PROVIDE LOCAL LOW VOLTAGE SWITCHING SYSTEM. WIRING AND FINAL CONNECTION TO ALL SIGNS AND GRAPHICS, FURNISHED ENTIRE SYSTEM. IN LIEU OF LINE VOLTAGE SWITCHING FOR 277 CIRCUITS IF REQUIRED BY BY THE OWNER LOCAL CODE. ELECTRICAL CONTRACTOR SHALL PROVIDE BARRIERS TO 23. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES THRU WALLS GROUND ALL 3 WIRE RECEPTACLES TO THE OUTLET BOXES. SEPARATE DIFFERENT PHASES IN 277 VOLT GANGED SWITCH BOXES. AND CORING THRU FLOORS. PROVISIONS FOR FIRE ALARM/SMOKE EVACUATION SYSTEM AND EXTENSION TO LANDLORD'S SYSTEM GROUND NEUTRAL FROM THE TRANSFORMER CONNECTED TO WATER LINE. 24. PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING SANITARY, STORM AND WATER SUPPLY ON THE SITE PRIOR TO THE TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION GROUND CONDUCTOR SHALL BE SUPPLIED IN ALL NON-METALLIC CONDUIT. PERFORMANCE OF ANY WORK. TESTING OF ALL ELECTRICAL EQUIPMENT WARRANTY OF ALL WORK FOR A PERIOD OF ONE YEAR FROM DATED OF PROJECT CLOSE-OUT ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON �s�Mv j011jV, AT Gp RMETSSANDW GgEGREATEST s JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 5 Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT ecale the drawing - any errors or omieetons shall be reported to Stantec without delay. The copyrights to all designs and drawings are the property of Stantec. Reproduction or use for arty purpose other than that authorized by Stantec is forbidden. D PR G I 15, a: ,� �i 31, ARK R ROBS 3 MILE5TONE/ REV1510N5 "UOUN JJ pellm Wr ,A02011404 JJ C0061%Q2oPf = tiMIt110t1 n ©201402M RNIEION RS Q4 201 o= 11NI61oN s4 ©J0AM 04 MY01OH ss DR. BY: GVH APPR.: JJ STANTW # 20078'99 MEOWELEG/PLI MB 5nVFIGATIONS MEP1 ALTERNATE MECHANICAL CONNECTIONS FOR THE REMOTE SPLIT SYSTEM COMPRESSORS FOR THE WALK-IN COOLERS: CONTRACTOR TO CONFIRM TYPE OF WALK—IN COMPRESSOR CONFIGURATION WITH EQUIPMENT SUPPLIER AND FRANCHISEE. OPTIONS ARE REMOTE AND DIRECT MOUNTED. REFERENCE SHEET MEP -3 FOR ALTERNATE COMPRESSOR INSTALLATION. CONTACT JUSTIN CHAPMAN WITH KEC DESIGN AT (217)356-1640. MECHANICAL/PLUMBING SHEET NOTES O P1 ROUTE 1" CONDENSATE LINE FROM COOLER/FREEZER EVAPORATORS IN WALL BEHIND WALKIN'S TO FLOOR DRAIN, 1/2" PER 1' DROP. HEAT TRACE CONDENSATE LINE INSIDE FREEZER. WRAP ARMAFLEX AROUND THE CONDENSATE LINES IN THE WALK—IN FREEZER AND INSULATE LINES IN THE COOLER. 0 P2 STUB CONDENSATE LINE OUT OF THE WALL AT 12" AFF TO FD -2. P3 ROUGH—IN CONDENSATE LINES 20" BELOW CEILING OF WALK—IN, CENTERED ON BACK PANEL OF EACH BOX. M1 NEW ROOF MOUNTED REMOTE CONDENSING UNIT PROVIDED BY INSTALLED BY REFRIGERATION CONTRACTOR. ROUTE LIQUID/SU( REFRIGERANT LINES THRU ROOF TO COOLER/FREEZER EVAPORd COMM 2014, ROW.411 DWEERIK ANG 513 &M F:\JCL\_J1AMY JOHWS\230-17 JIMMY JOHNS TIGARD, 0R\DNG\MEP3.DMG 01-13-2014 1507 ALT DUO -FAA HVAC/PLUMBING LA)"OUT N SCALE. 3/16" a 1'-0" REMOTE WALV ALT DUO-FACK ELECTRICAL LA4'rOUT SCALE. 8/16" = P-0' EVAPORATOR KEYED NOTES:o EI. 015GONNEGT 5WITGH FOR 51N6LE POINT GONNEGTION TO GONDEN51% UNIT. 815E PER UNIT NAME PLATE. E2. GONTRAGTOR TO IN5TALL GONTROL 1,4IRIN6 BETVfEN THE EVAPORATOR UNIT AND GONDEN51N6 UNIT AND IN5TALL DRAINLINE HEAT TAPE PER MANUFAGTURERE5 REGOMMENDATION5. ROBISON ENGINEERING, INC 20300 19TH AVE N.E. SHORELINE, WA 98155 PH: 206-364-3343 CONTACT: PAUL ROBISON 11vitrty J0NN'S ap RMETSSAND�'1 G8L5 JIMMY JOHN'S #1773 11681 SW PACIFIC HWY TIGARD, OR 97223 (I Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206.770.7779 Fax. 206.770.5941 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scab the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings aro the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec Is forbidden. D PROFFS NG I NfF�sio 15,423 yr a: OREGpN Oe 3 k Q ROB'5�zI IU MILESTONE/ REVISIONS ia"= .0 teAM tier IQMMr,014 .0 C04a re &WI40= teweloN n ©wl4mx tevlem b W140=1 11115#11510 104 ©W14MD4 t MI010 A A 0 DR. By: GVN APPR.: JJ STANTEG 0 2001655M ALT DUO-PAK LAYOUT MEP3 II WIRING DIAGRAM 6 Y>•," IF PRINTER IS Nor NEXT M A WIN RE61STER CATS UTP (ABLE HIDDEN IN DSL PHONE LINE THEN AN ADDITIONAL PRINTER MST BE INSUIIEDATHEMANERNF. WALL, CEILING OR FLOOR pp.. CABINET AMOUNT OF HOMERUNS TO CATS CABLE a t t±a JACKS ON THE FLOOR PLANS. CABINET PHONEUNE 10'-6" A.F.F. n'1it°�1. AAANaATORYJACKS. ® • ® PUNCHDOWN BLOCK TO 6 PORT SURFACE 02010 JIMMY JOHN'S FRANCHISE, LLC ALL RIGHTS RESERVED. KEYED NOTES: O L MOUNT THE NETWORK ELECTRONIC COMPONENT CABINET FIGHT TO CEILING ABOVE SHELVES IN THE BACK PREP AREA. SEE NETWORK CABINET DETAIL, COMPONENT BOX EQUIPMENT LIST AND GENERAL NOTES ON THIS SHEET FOR INFORMATION ON CABLING AND COMPONENTS WITHIN CABINET. SEE COMPONENT BOX EQUIPMENT UST. 2. PROVIDE ONE (1) 3/4` CONDUIT STUBBED UP IN1'0 ACCESSIBLE CEILING, VERIFY LOCATION IN FIELD FOR ALL VOICE AND DATA LOCATIONS SEE ELECTRICAL/DATA PHONE BANK DETAIL, PIIS SHEET. 3. DATA AND DUPLEX TO VERTICt LY ALIGN. 4. RECOMMENDED PRE -WIRE LOCATION FOR SECURITY SYSTEM. CAMERAS IN PREP AREA TO BE SURFACE MOUNTED ON BOTTOM SIDE OF SOFFIT, 1,9 DINING AREA TO BE INSTALLED ON WALLS AT +10'-0" A.F.F. CAMERAS CAN BE INS-ALLED ON CROP CEILING ➢LES. 5. REFERENCE CEILING MOUNTED CUTLET DETAIL ON SHEET E301. 6. RECOMMENDED LOCATION FOR BEAKERS. MUST BE INSTALLED AT +10'-0" AT 1. REQUIRED LOCATION FOR VOLUME CONTROL AND RECEIVER 8. CEILING MOUNTED DATA SEE BIL 2/E301 LEGEND: D DATA OUTLET (X) = AMT. OF DATA JACKS (JACK = ORAll 00. 1 PHONE JACK (JACK = BLACK) 2 DATA JACKS (JACK = ORANGE) & I PHONE JACK (JACK = BLACK) ® 3DATA .JACKS (JACK = ORANGE) & I PHONE JACK (JACK = BLACK) B VOA/KVM PORT - 1 VGA JACK AND I KVM JACK / CRUTCHFIELD SPEAKER. SEE KEYNOTE y6. OS'CIIRITY CAMERA. SEE KFYNOTF 84. GENERAL NOTE: PHONE COMPANY TO PROVIDE 4 PHONE LINES ON ROLLOVER SERVICE & ONE (1) DSL/FAX LINE COMPONENT BOX REQUIRED EQUIPMENT: COIWLIM COIII BOX PROVIDED BY SWUM SYSIEYS NETWORK CABINET : MIDDLE ATLANTIC EWRIO17 REQUIRED EQUIPMENT WITHIN THE COMPONENT CABINET: PATCH PANEL - PANDUIT CFAPPBLI (OTY 1) POWER DISTRIBUTION UNIT - MIDDLE ATLANTIC PD-915RV-R13 (OTY 1) 24 PORT NETWORK SWITCH - DELL POWER CONNECT 3524 (QTY 1) ROUTER WITH DIAL BACKUP - NETOPIA 4686XL WITH DIAL-UP (OR 1) RACK SHELF -MIDDLE ATLANTIC UTRI (QTY 2) CABLE STRAPS - MIDDLE ATLANTIC TW12 (QTY 1) PATCH CABLES 4 PATCH CABLES (OTY 10 ••) RACK SCREWS -10/32 RACK SCREWS (OTY I BOX) VGA & USE WALL PLATE (OTY 2) VGA DUAL PANEL -MOUNT F/F CABLE (OTY 1) JSB 2.0 DUAL PANEL -MOUNT CABLE (OTY 1) JSB 2.0 A MALE TO A MALE CABLE (OTY 1) SVGA VIDEO MINI -COAX DH15MM (QTY 1) ' CALLER ID BOX IS ONLY REQUIRED FOR STORES THAT ARE INSTALLING POS - PROVIDED BY SIGNATURE SYSTEMS. " OTY IS NUMBER OF NETWORK RUNS PLUS 2 EXTRA GENERAL ELECTRICAL NOTES: 1. RUN PARING TO P.O.S. AND PREPARATION TABLES THRU WIRING CHASE PROVIDED IN 111E CABINETS CONCEAL CONDUIT RISER 10 CEILING BEHIND WALL. ARRA14CE CONDUIT SO DATA WIPoNG CAN BE HOME RUNS TO THE PATCH PANEL WITHIN THE NETWORK CABINET ABOVE THE DESK. 2 SEE ELECIRICAL/DATA PHONE BANK DETAIL ON THIS SHEET FOR INSTALLATION OF PHONE/OATA EQUIPMENT. 3. ALL PHONE CAT -5e HOME RUN 10 PUNCHDOWN BLOCK. 4. ALL DATA CABLES TO TERMINATE ON RJ45 CAT -5e JACKS AND WIRE TO EIA/TLA 568-0.I STANDARDS. 5. ALL DATA CABLES TO HOMERUN AND TERMINATE OLIN 24 -PORT NETWORK SWITCH TO 6E MOUNTED IN THE NETWORK CARNET. 6. ALL CABLES TO BE CONTINUITY TESTED FOR POLARITY AND CORRECT PIN CONFIGURAITON AND MACHINE LABELED 7. DAISY -CHAIN BELDEN STRANDED 4-WRE.(PROVIDED BY CASH REGISTER VENDOR) FROM EACH CASH REGISTER TO NEXT, THEN BACK 10 MANAGER'S DESK. 5 ALL NETWORK CABLING IN THE STORE MUST BE CAT -5e CERTIFIED. YOU MUST OBTAIN A CERTIFICATION REPORT.fROM YOUR COMMUNICATICNsAow VOLTAGE SUBCONTRACTOR. 9. STEREO SYSTEM WIRING - SEE NETWORK CABINET DETAIL FOR JUNCTION BOX LOCATION AND RECESSED CONDUIT INSTRUCTIONS FOR STEREO SPEAKER WIRE 10. ALL CABLING AND TERMINATION TO BE COMPLETED BY COMM/DATA SUB -CONTRACTOR. Il: COMM/DATA SUB-CONIRACTOR TO COORDINATE LOCATION AND SIZE OF NECESSARY CONDUITS FOR CABLING WITH E_ECTRICAL CONTRACTOR. VENDOR CONTACT:. Signature Systems, Inc 11 Penns Trail Newtown, PA 18940. Sales: (877) 96B-6430 or solesOpdgpos.com Fax: (215) 968-6431 Dedicated A Tech Support: (877) 844-5313 Crutchfield Ed Hondel Phone: (800) 388-2911 SPEAKERS, RECIEVERS AND VOWME CONTROL - II ll�il �Ilil�N91� II i CENTER LINE Q M FRONT ELEVATION DRIVER'S BOX DETAIL E NIS 20061122 7 1/2" n� n CONSOLIDATION TABLE DETAIL E v NTS 20061122 1 1 n COMM/DATA PLAN E i/4 20061122 11�Vly JOJWJV,s Si— 11 1983 ° an "Sni Rini•` JIMMY JOHN'S #1773 11681 nGARD OR 197223Y Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206:770.7779 Fax. 206.770.5941 www.stantec.corn Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stontec without delay. The Copyrights to all designs end drawings ore the property of Stantec. Reproduction or use for any purpose other than that authorized. by Stantec is forbidden. GARY M. d� SEMLING LIC # 5972 Q6N'RAVF:ELS EXP. JUN 3 0 014 MILESTONE/ REVISIONS 2014.01.21 JJ REVIEW SET &2014.02.03 REVISION }'1. A22 2014.02.12 REVISION #2 Z3 2014.02:19REVISION /3 ®2014.02.25 REVISION 14 5Q2014.03.04 REVISION y5 Q2014.03.12 PERMIT SUBMITTAL 0 DR. BY: CVH JVPPR.1 JJ STANTEC # 2007853063 COMMUNICATIONS & DATA PLAN COM -1 KVM/VGA PORT. PORT AND CABLE DSL PHONE LINE SUPPLIED BY SIGNITURE SYSTEMS. MOUNTED WITHIN - - CABINET AMOUNT OF HOMERUNS TO DUPLEX RECEPTACLE EQUAL THE AMOUNT OF DATA MOUNTED VATHIN JACKS ON THE FLOOR PLANS. CABINET DROP CEILING OIL 10'-6" A.F.F. ALL PHONE LINES ABOVE CEILING FROM ® • ® PUNCHDOWN BLOCK TO 6 PORT SURFACE NETWORK COMPONENT MOUNT BOX PANEL — ONE EA. FOR CABINET, MOUNT TIGHT TO LINES A, B. C, & D. AND TWO LINES FOR CEILING — EQUIP. WITHIN FAX/DSL LINE. CABINET INCLUDE — RECESSED 2" CONDUIT FOR VGA AND 24—PORT PATCH PANEL, KVM CABLES TO RUN BETWEEN VGA/KVM ROUTER/SWITCH, DSL MODEM, PORTS — NO TURNS IN CONDUIT CALLER ID RECESSED DATA LINE FROM ROUTER/SWITCH TO COMPUTER DATA RECESSED 3 /4" CONDUIT FLUSH MOUNTED JUNCTION STUBBED OUT ABOVE DROP BOX FOR RECESSING CEILING FOR SPEAKER WIRE" PHONI SPEAKER WIRE FROM RECESSED 2" CONDUIT FOR KVM VGA PORT / VGA AND KVM CABLES TORUN PORT AND CABLE SJPPLIED BETWEEN VGA/KVM BY SIGNITURE SYSTEMS PORTS — NO TURNS IN CONDUIT METRO DESK & E SHELVES PROVIDED BY KEC 3 DATA, 1 PHONE, & 2 QUAD LJ RECEPTACLES 02010 JIMMY JOHN'S FRANCHISE, LLC ALL RIGHTS RESERVED. KEYED NOTES: O L MOUNT THE NETWORK ELECTRONIC COMPONENT CABINET FIGHT TO CEILING ABOVE SHELVES IN THE BACK PREP AREA. SEE NETWORK CABINET DETAIL, COMPONENT BOX EQUIPMENT LIST AND GENERAL NOTES ON THIS SHEET FOR INFORMATION ON CABLING AND COMPONENTS WITHIN CABINET. SEE COMPONENT BOX EQUIPMENT UST. 2. PROVIDE ONE (1) 3/4` CONDUIT STUBBED UP IN1'0 ACCESSIBLE CEILING, VERIFY LOCATION IN FIELD FOR ALL VOICE AND DATA LOCATIONS SEE ELECTRICAL/DATA PHONE BANK DETAIL, PIIS SHEET. 3. DATA AND DUPLEX TO VERTICt LY ALIGN. 4. RECOMMENDED PRE -WIRE LOCATION FOR SECURITY SYSTEM. CAMERAS IN PREP AREA TO BE SURFACE MOUNTED ON BOTTOM SIDE OF SOFFIT, 1,9 DINING AREA TO BE INSTALLED ON WALLS AT +10'-0" A.F.F. CAMERAS CAN BE INS-ALLED ON CROP CEILING ➢LES. 5. REFERENCE CEILING MOUNTED CUTLET DETAIL ON SHEET E301. 6. RECOMMENDED LOCATION FOR BEAKERS. MUST BE INSTALLED AT +10'-0" AT 1. REQUIRED LOCATION FOR VOLUME CONTROL AND RECEIVER 8. CEILING MOUNTED DATA SEE BIL 2/E301 LEGEND: D DATA OUTLET (X) = AMT. OF DATA JACKS (JACK = ORAll 00. 1 PHONE JACK (JACK = BLACK) 2 DATA JACKS (JACK = ORANGE) & I PHONE JACK (JACK = BLACK) ® 3DATA .JACKS (JACK = ORANGE) & I PHONE JACK (JACK = BLACK) B VOA/KVM PORT - 1 VGA JACK AND I KVM JACK / CRUTCHFIELD SPEAKER. SEE KEYNOTE y6. OS'CIIRITY CAMERA. SEE KFYNOTF 84. GENERAL NOTE: PHONE COMPANY TO PROVIDE 4 PHONE LINES ON ROLLOVER SERVICE & ONE (1) DSL/FAX LINE COMPONENT BOX REQUIRED EQUIPMENT: COIWLIM COIII BOX PROVIDED BY SWUM SYSIEYS NETWORK CABINET : MIDDLE ATLANTIC EWRIO17 REQUIRED EQUIPMENT WITHIN THE COMPONENT CABINET: PATCH PANEL - PANDUIT CFAPPBLI (OTY 1) POWER DISTRIBUTION UNIT - MIDDLE ATLANTIC PD-915RV-R13 (OTY 1) 24 PORT NETWORK SWITCH - DELL POWER CONNECT 3524 (QTY 1) ROUTER WITH DIAL BACKUP - NETOPIA 4686XL WITH DIAL-UP (OR 1) RACK SHELF -MIDDLE ATLANTIC UTRI (QTY 2) CABLE STRAPS - MIDDLE ATLANTIC TW12 (QTY 1) PATCH CABLES 4 PATCH CABLES (OTY 10 ••) RACK SCREWS -10/32 RACK SCREWS (OTY I BOX) VGA & USE WALL PLATE (OTY 2) VGA DUAL PANEL -MOUNT F/F CABLE (OTY 1) JSB 2.0 DUAL PANEL -MOUNT CABLE (OTY 1) JSB 2.0 A MALE TO A MALE CABLE (OTY 1) SVGA VIDEO MINI -COAX DH15MM (QTY 1) ' CALLER ID BOX IS ONLY REQUIRED FOR STORES THAT ARE INSTALLING POS - PROVIDED BY SIGNATURE SYSTEMS. " OTY IS NUMBER OF NETWORK RUNS PLUS 2 EXTRA GENERAL ELECTRICAL NOTES: 1. RUN PARING TO P.O.S. AND PREPARATION TABLES THRU WIRING CHASE PROVIDED IN 111E CABINETS CONCEAL CONDUIT RISER 10 CEILING BEHIND WALL. ARRA14CE CONDUIT SO DATA WIPoNG CAN BE HOME RUNS TO THE PATCH PANEL WITHIN THE NETWORK CABINET ABOVE THE DESK. 2 SEE ELECIRICAL/DATA PHONE BANK DETAIL ON THIS SHEET FOR INSTALLATION OF PHONE/OATA EQUIPMENT. 3. ALL PHONE CAT -5e HOME RUN 10 PUNCHDOWN BLOCK. 4. ALL DATA CABLES TO TERMINATE ON RJ45 CAT -5e JACKS AND WIRE TO EIA/TLA 568-0.I STANDARDS. 5. ALL DATA CABLES TO HOMERUN AND TERMINATE OLIN 24 -PORT NETWORK SWITCH TO 6E MOUNTED IN THE NETWORK CARNET. 6. ALL CABLES TO BE CONTINUITY TESTED FOR POLARITY AND CORRECT PIN CONFIGURAITON AND MACHINE LABELED 7. DAISY -CHAIN BELDEN STRANDED 4-WRE.(PROVIDED BY CASH REGISTER VENDOR) FROM EACH CASH REGISTER TO NEXT, THEN BACK 10 MANAGER'S DESK. 5 ALL NETWORK CABLING IN THE STORE MUST BE CAT -5e CERTIFIED. YOU MUST OBTAIN A CERTIFICATION REPORT.fROM YOUR COMMUNICATICNsAow VOLTAGE SUBCONTRACTOR. 9. STEREO SYSTEM WIRING - SEE NETWORK CABINET DETAIL FOR JUNCTION BOX LOCATION AND RECESSED CONDUIT INSTRUCTIONS FOR STEREO SPEAKER WIRE 10. ALL CABLING AND TERMINATION TO BE COMPLETED BY COMM/DATA SUB -CONTRACTOR. Il: COMM/DATA SUB-CONIRACTOR TO COORDINATE LOCATION AND SIZE OF NECESSARY CONDUITS FOR CABLING WITH E_ECTRICAL CONTRACTOR. VENDOR CONTACT:. Signature Systems, Inc 11 Penns Trail Newtown, PA 18940. Sales: (877) 96B-6430 or solesOpdgpos.com Fax: (215) 968-6431 Dedicated A Tech Support: (877) 844-5313 Crutchfield Ed Hondel Phone: (800) 388-2911 SPEAKERS, RECIEVERS AND VOWME CONTROL - II ll�il �Ilil�N91� II i CENTER LINE Q M FRONT ELEVATION DRIVER'S BOX DETAIL E NIS 20061122 7 1/2" n� n CONSOLIDATION TABLE DETAIL E v NTS 20061122 1 1 n COMM/DATA PLAN E i/4 20061122 11�Vly JOJWJV,s Si— 11 1983 ° an "Sni Rini•` JIMMY JOHN'S #1773 11681 nGARD OR 197223Y Stantec Stantec Architecture Inc 1932 First Avenue Suite 307 Seattle, WA 98101 Tel. 206:770.7779 Fax. 206.770.5941 www.stantec.corn Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stontec without delay. The Copyrights to all designs end drawings ore the property of Stantec. Reproduction or use for any purpose other than that authorized. by Stantec is forbidden. GARY M. d� SEMLING LIC # 5972 Q6N'RAVF:ELS EXP. JUN 3 0 014 MILESTONE/ REVISIONS 2014.01.21 JJ REVIEW SET &2014.02.03 REVISION }'1. A22 2014.02.12 REVISION #2 Z3 2014.02:19REVISION /3 ®2014.02.25 REVISION 14 5Q2014.03.04 REVISION y5 Q2014.03.12 PERMIT SUBMITTAL 0 DR. BY: CVH JVPPR.1 JJ STANTEC # 2007853063 COMMUNICATIONS & DATA PLAN COM -1