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Plans (6) BUP2015 - 00024 PROJECT GENERAL NOTES INDEX OF BULLETINS CONTACTS BULLETIN NUMBER DESCRIPTION N/A DATE ISSUED IN DRAWINGS OWNER/TENANT: NOODLES & COMPANY 1. DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENT. 520 ZANG STREET, SUITE 'D' 2. IN CASE OF DISCREPANCIES OR CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY. BROOMFIELD. CO 80021 _- CONTACT: JUSTIN YOST (DESIGN) 3. SERVICES REPRESENTED ON CHIPMAN DESIGN DOCUMENTS EXTEND TO 5'-0" OUTSIDE BUILDING, PATIO AND SERVICE YARD - < TEL.: (720) 214-1931 LINES. _ -_ __. CONTACT: STEVE HENDERSON _ .� .--- r-,- -...r ._„•,,,_ (CONSTRUCTION & BIDDING) 4. ANY DAMAGE TO LANDLORD'S PROPERTY DURING TENANT DEMOLITION OR CONSTRUCTION (MALL/BUILDING/OTHER FLOORING, ` -TEL.: (402) 960-1151 BULKHEAD, NEUTRAL PIERS, ETC.) WILL BE REPAIRED PER MALL/BUILDING/OTHER SPECIFICATIONS AT TENANT'S EXPENSEMy FTIGARD ""' - - LANDLORD/PROPERTY MANAGER: 5. REINFORCING STEEL OR STRUCTURAL FRAMEWORK OF ANY PART OF ANY BUILDING OR STRUCTURE SHALL NOT BE COVERED AARON PRATT OR CONCEALED WITHOUT RECEIVING INSPECTION APPROVAL BY GOVERNING MUNICIPALITY INSPECTION. IN ADDITION TO TENANT COORDINATOR AT MACERICH REQUIRED ELECTRICAL, MECHANICAL AND PLUMBING INSPECTIONS, THE BUILDING PERMIT HOLDER OR HIS AGENT SHALL - 11411 N TATUM BLVD REQUEST THE INSPECTION(S) TO MAKE THE FOLLOWING BUILDING CONSTRUCTION INSPECTIONS: PHOENIX, AZ 85028 O. FOUNDATION INSPECTION PRIOR TO THE POURING TO CONCRETE TEL: (310) 899-5646 b. FRAME INSPECTION AFTER PIPES, CHIMNEYS AND VENTS ARE INSTALLED BUT PRIOR TO CONCEALING THE FRAMEWORK ARCHITECT: -- C. INSULATION AND WALLBOARD INSPECTION d. FINAL INSPECTION PRIOR TO OCCUPANCY OF THE BUILDING CHIPMAN.DESIGN ARCHITECTURE - ----- -- 2700 SOUTH RIVER ROAD, SUITE 400 6. A SET OF BUILDING PLANS AND SPECIFICATIONS APPROVED BY THE GOVERNING MUNICIPALITY AND MARKED "FIELD COPY" CONTAACT:CT: - - DES AIL 60018 JANINA KOJS SHALL BE KEPT ON THE PROJECT SITE DURING CONSTRUCTION UNTIL FINAL INSPECTION APPROVAL HAS BEEN - TEL.: (847) 298-6900 MADE/CERTIFICATE OF OCCUPANCY OBTAINED. MECHANICAL/PLUMBING ENG: 7. CHANGES MADE, DURING CONSTRUCTION OF A PROJECT, THAT AFFECT EXITING, WALL CONFIGURATION AND STRUCTURAL 00 WCW ENGINEERS, INC. ELEMENTS THAT ARE NOT JUST "COSMETIC", REQUIRE REVISED PLANS TO BE SUBMITTED TO THE GOVERNING MUNICIPALITY -. 760 CREEL DRIVE FOR REVIEW AND APPROVAL. IF A LICENSED ARCHITECT OR ENGINEER SEALED THE ORIGINAL PLANS, THE REVISED PLANS WOOD DALE, IL 60191 MUST ALSO BE SEALED. ' ui CONTACT: SUNG KWON TEL.: (630) 595-8800 �/� ELECTRICAL ENG.: U { -- O Q tt�)► DICKERSON ENGINEERING, INC. --- '- Q V 8101 N. MILWAUKEE AVE. z NILES, IL 60714 - V J 0 CONTACT: STEVE BARNARD TEL.: (847) 966-0290 W >_ SUCTUMcCSR OM ENGINEERING, INC. 1717 EAST 116th STREET, SUITE 200 INTERIOR TENANT IMPROVEMENT Q _ CARMEL, IN 46032 - z CONTACT: SABER ATMAR Q C3 U TEL: 92 BUILDING INSPECTION AND PERMITS: EXISTING SHELL SPACE - G Z X Q CITY OF TIGARD. 13125 SW HALL BLVD. O O w z TIGARD, OR 97223 - - TEL.: (503) 718-2439 z M Z 10218 W WASHINGTON SQUARE U HEALTH DEPT.: -- „�( = N WASHINGTON COUNTY ENVIRONMENTAL HEALTH ROAD KJ HIILLSBORO, OR 155 NORTH S97 AVENUE, SUITE 160 __ w Q uj TEL.: (503) 846-8722 G.C. IS RESPONSIBLE FOR REVIEWING ALL NOODLES BULLETINS; COORDINATE INCORPORATION/APPLICATIONuj J O = TIGARD , O R 97223 OF OUTSTANDING ITEMS WITH NOODLES CONSTRUCTION MANAGER. FOR PREVIOUS BULLETINS AND ALL O > (n POSSIBLE ADDITIONAL BULLETINS, G.C. SHALL ACCESS https://www.expesite.com, PROJECT FOLDER J02.1 � � W � L H PROJECT LOCATION CODE REVIEW INDEX OF DRAWINGS z NOTES, GOVERNING CODES: PROJECT DESCRIPTION: yo`ry� DRAGS LISTED BELOW ARE FOR INFORMATION ONLY. THESE DRAWINGS AS LISTED IN THE NF ORMATIONEASALONG WITH THE PROVIDED TO THE NTRACT FOR GENERAL ENERAL CONTRACT RUCONSTITUTEETHE LINSTR INSTRUMENTS OF �� ALL WORK SHALL BE IN CONFORM ANCE WITH. BUT NOT LIMITED TO, TENANT IMPROVEMENT TO AN EXISTING SHELL SPACE. °R E� SERVICE AND ARE CONSIDERED A SINGLE ENTITY. THE CONTRACTOR IS THEREFORE BOUND BY c THE REQUIREMENTS OF THE FOLLOWING: PREVIOUS TENANT: STARBUCKS 2��Q�`S ALL INFORMATION INCLUDED. NONE OF THIS INFORMATION OR DRAWING SHEETS SHALL BE TAKEN a" U v ^ m AND ANY OTHER STATE AND LOCAL CODES HAVING JURISDICTION SEPARATELY OR 'STAND ALONE" FROM THE REMAINDER OF THE CONSTRUCTION DOCUMENTS. C o•o BUILDING SIGNAGE �CS`��C`1� ALL SUBCONTRACTORS SHALL BE RESPONSIBLE TO REVIEW THE ENTIRE SET OF CONSTRUCTION .� m ` BUILDING: 2014 OREGON STRUCTURAL SPECIALTY CODE 2012 IBC BUILDING SIGNAGE IS REVIEWED AND PERMITTED SEPARATE FROM FO JPO DOCUMENTS TO DETERMINE THEIR PARTICULAR SCOPE Of WORK. ANY DISCREPANCIES OR ( ) S CONFLICTING INFORMATION NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ° Sw`"+es MECHANICAL: 2014 OREGON MECHANICAL SPECIALTY CODE BUILDING PERMIT. 75 �5 SUBMITTING A BID SHALL BE INTERPRETED AT THE SOLE DISCRETION OF THE ARCHITECT. 4)"o ---- - L ' PLUMBING: 2014 OREGON PLUMBING SPECIALTY CODE EGRESS OCCUPANT LOAD; PER TABLE 1004.1.1 0 0 G1.1 TITLE SHEET, INDEX OF DRAWINGS, PROJECT DATA AND VICINITY MAP o_ LL " a - ID cenee r.nery g ELECTRICAL: 2014 OREGON ELECTRICAL SPECIALTY CODE ROOM S0. FT. 1010 r- wc+ama"n '° DINING A 375 15 SF /PERSON = 26 G1.2 LIFE SAFETY PLAN _ U .o ENERGY: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE G1.3 ACCESSIBILITY DETAILS AND NOTES ° d (24") BOOTHS = B - > FIRE: 2014 OREGON FIRE CODE DINING B FIXED SEATING = 10 • • G1.4 ACCESSIBILITY DETAILS AND SPECIFICATIONS j ACCESSIBILITY: 2014 OREGON STRUCTURAL SPECIALTY CODE (2012 IBC) DINING C 106 15 SF /PERSON 8 0 0 D1.1 DEMOLITION PLAN AND NOTES �"r LUL nm "st 7 SW St QUEUING 124 5 SF /PERSON - 25 ADA RESPONSIBILITY SCHEDULE = V a f a 3 KITCHEN PREP. 1063 200 SF /PERSON = 6 • B m m COOLER/STORAGE 88 200 SF /PERSON = 1 AO.2 MATERIAL/FINISHES AND ROOM FINISH SCHEDULE AND CAULKING NOTES U Q H o y `g a «ncoKc " SOC.'alS swC«.I BUILDING INFORMATION TOILETS - 0 SF /PERSON = o • • Al.l EQUIPMENT PLAN TOTAL INTERIOR OCCUPANTS 84 Pcr,4ma R,nwg . _ 0 0 A1.1A FIXTURE AND EQUIPMENT- PLAN CONSTRUCTION TYPE: TYPE V-B (EXISTING) - 0 A1.2 FURNITURE PLAN SEASONAL OUTDOOR PATIO 476 15 SF /PERSON 39 A1.3 EQUIPMENT SCHEDULE # S" ` " SPRINKLER SYSTEM: SPRINKLERED TOTAL INTERIOR & EXTERIOR OCCUPANTS 123910 ,,,.,"G� - ry rgta sqft Ad h USE GROUP: ASSEMBLY A2 • • A2.1 DIMENSION FLOOR PLAN AND DETAILS MAX. TRAVEL DISTANCE: 250 FT ALLOWABLE W/ SPRINKLER A2.2 WALL TYPES, DOOR SCHEDULE, NOTES AND DETAILS zo �... ��r Wathf q. ,. .s < wdaw " 0 01 A2.3 FLOOR FINISH PLAN AND TRANSITION DETAILS K•4: # STORIES: 1 EXISTING -- 0 0 A2.3A FLOOR FINISH PLAN AND TRANSITION DETAILS GROSS LEASED AREA: ±2,291 S.F. NOT INCLUDING PATIO - ( ) • • A2.4 BASE AND WALL FINISH PLAN AND DETAILS " _ _ SEAT COUNT - - EXITS: TWO (2) EXITS REQUIRED; THREE (3) EXITS PROVIDED � � A2.4A BASE AND WALL FINISH PLAN AND DETAILS \ ` (3 PUBLIC) 04 A2.5 REFLECTED CEILING PLAN AND SCHEDULE 5% ACCESSIBLE WHEELCHAIR SPACES REQUIRED Revisions 0 0 A2.6 ENLARGED TOILET PLANS, ELEVATIONS AND FINISH SCHEDULE Q ISSUED FOR LANDLORD REVIEW DOOR EXIT WIDTH SEAT COUNT ACCESSIBLE SEATS � 0 A2.7 ROOF PLAN AND NOTES - 01-21-2015 010 INDOOR DINING ROOM 55 SEATS X.05 3 ADA SEATS A3.1 EXTERIOR ELEVATIONS DOOR EXIT WIDTH PER 2014 OREGON STRUCTURAL SPECIALTY CODE -- - ISSUED FOR PERMIT NOODLES LOCATION DOORS = 0.15" / PERSON (WITH SPRINKLER SYSTEM) SEASONAL OUTDOOR PATIO 14 SEATS X.05 1 ADA SEAT 1010 A3.2 EXTERIOR ELEVATIONS _ �02-04-2015 84 OCCUPANTS x .15 = 12.60" TOTAL SEATS PROVIDED: 69 SEATS 4 ADA SEATS 0 A4.1 SERVICE COUNTER SOFFIT/HOOD SECTION AND MENU BOARDS DETAIL--- Q EXIT WIDTH REQUIRED = 1.05' MAX. EMPLOYEES PER SHIFT: 8-10 010 A6.1 INTERIOR ELEVATIONS VICINITY MAP DOOR 100A WIDTH 3'-0" (NEW) LIABILITY NOTE • A6.2 INTERIOR ELEVATIONS - Q NORTH DOOR 101A WIDTH 3'-0" (NEW) 0 A7.1 CEILING SECTIONS AND DETAILS N.T.S. THE INTENT OF THE SCOPE CONTAINED WITHIN THESE DOCUMENTS DOOR 103A WIDTH 3'-6" (NEW) 010 A7.2 COOKLINE/CORNER/OTHER SECTIONS AND DETAILS Q PUBLIC EXIT WIDTH 9'-6" RELATES TO THE INTERIOR REMODELING / BUILD-OUT OF A 0 A7.3 MILLWORK COUNTER SECTIONS AND DETAILS Q MERCANTILE/ RESTAURANT / (OTHER) / INTERIOR SPACE - - EXISTING PIPE BOLLARDS A7.4 MISC. SECTIONS AND DETAILS & POLE SIGNS TO BE TOTAL PROVIDED EXIT WIDTH 9'-6" CONTAINED WITHIN AN EXISTING SHELL BUILDING. THE ARCHITECT RE-PAINTED & CLEANED HAS NOT INSPECTED THE CONDITIONS OR THE INTEGRITY OF THE 0 A7.5 PLAN, ELEVATION AND SECTION AT DRINK STATION _ Q IF REQUIRED EXISTING SHELL BUILDING AND SHALL NOT ASSUME RESPONSIBILITY 0 SP1 SPECIFICATIONS - MINIMUM PLUMBING FIXTURES & OCCUPANCY OR LIABILITY FOR SAME. THE RESPONSIBILITY AND LIABILITY FOR 0 • SP2 SPECIFICATIONS ____ CITY OF ;ARD THE EXISTING SHELL BUILDING CONDITIONS AND INTEGRITY, AND 0 SP3 SPECIFICATIONS REVIEWED FOR COAIPLIANM PLUMBING FIXTURE COUNT BASED ON THE TYPE OF OCCUPANCY FOR THE CONFORMANCE OF THE EXISTING BUILDING SHELL TO ALL 0 SP4 SPECIFICATIONS AND NUMBER OF OCCUPANTS FROM 2014 OREGON STRUCTURAL APPLICABLE LOCAL CODES AND ENVIRONMENTAL REQUIREMENTS, IS SPECIALTY CODE • SP5 SPECIFICATIONS - SOLELY THAT OF OTHERS, AND NOT THAT OF THE ARCHITECT. THE OTQ TOTAL INTERIOR AND EXTERIOR OCCUPANTS: 123 ARCHITECT'S SCOPE OF WORK IS STRICTLY LIMITED SOLELY TO THE 0 0 SVI.I SITE VERIFICATION PLAN DRAWING INTERIOR BUILD-OUT OF AN EXISTING INTERIOR SPACE LOCATED 10101 5301 ROOF FRAMING PLAN J A.CHIPMAN tA 62 MALE WITHIN AN EXISTING SHELL BUILDING. 16191 S401 SECTIONS AND DETAILS 6s; CZ URINAL WATER CLOSETS LAVATORIES FIRE SPRINKLER NOTE: 1010� tC _ o. 653 -I H1.0 CAPTIVE AIRE HOOD AND FAN DRAWI 5 - o D AINES,IL NOT MORE THAN 67% OF REWIRED - 1 PER 1 PER REFER TO MEP DRAWINGS FOR INFORMATION. • • H2.0 CAPTIVE AIRE HOOD AND FAN DRAWI 3 - _ Dates - WATER CLOSETS 1-75 1-200 FIRE PROTECTION SHOP DRAWINGS TO BE REVIEWED BY THE CITY H3.0 CAPTIVE AIRE HOOD AND FAN DRAWINGS REQUIRED 0 1 1 M1.0 MECHANC�� FIRE DEPARTMENT PRIOR TO CONSTRUCTION. OF O ICAL FLOOR PLAN p O p� FIRE ALARM NOTE: go M2.0 MECHANICAL NOTES, DETAILS AND SCHEDULESnrrTrrr-COPY PROVIDED 0 1 1 00 M3.0 MECHANICAL NOTES AND DETAILS SINCE BUILDING IS SPRINKLED NO MANUAL FIRE ALARM IS AND DETAILST 00 1 MECHANICAL NOES TENANT REQUIRED PER SECTION 903.2.1.2 AND 907.2 OF THE OREGON FIRE M3. - 02-04-2015 62 FEMALE SERVICE CODE. MP MECHANICAL & PLUMBING SPECIFICATIONS DATE C) WATER CLOSETS LAVATORIES SINK ExPIRAnoNDATE y MP1.0 MP ROOF PLAN 06-30-2015 J 1 PER 1 PER • • P1.0 PLUMBING PLAN - WASTE AND VENT TENANT Q 1-75 1-200 00 P1.1 PLUMBING PLAN - WATER AND GAS ARCHITECT M- skk P2.0 PLUMBING NOTES AND SCHEDULES PHAREDUNoeaTIFYMYYs ERVISION ETNA TOTHEB ST HAT THESE PLANS HAVE BEEN PRE- 4 REQUIRED 1 1 1OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, P3.0 PLUMBING ISOMETRIC DIAGRAMS AND DETAILS REGUunONSANDORDINANCESOFPORTLAND,OREGON lNp P3.1 PLUMBING ISOMETRICS RELATING TO STRUCTURES AND BUILDINGS. EXISTING wq "^''��'+', I TENANT / PROVIDED 1 1 1 -- - SINGLE STORY STORY `Sti/ Y dT EXISTING TRASH 00 P3.2 SEISMIC PLUMBING DIAGRAMS AND DETAILS WOOD FRAME, SLAB N�TpN d d ROOM IPC REQUIREMENT: P4.0 PLUMBING DETAILS ARCHITECT ON GRADE BUILDING. S EXISTING ELECTRICAL, EMPLOYEE TOILET NOT REQUIRED 0 P4.1 KITCHEN EQUIPMENT ELEVATIONS SHELL UNDER QUq MAINTENANCE, TEL. POTTY PARITY REQUIRED - Drawn By Checked By SEPARATE PERMIT. RF R RM 00 E1.0 LIGHTING PLAN PL, EA, RI AU "TO-GO" PARKING STALLS - SEE Oq0 EXISTING PARKING MISCELLANEOUS NOTES: • • E1.1 POWER PLAN Scale Date SHEET G1.2 FOR POST DETAIL; • E1.2 ELECTRICAL ELEVATIONS AND DETAILS PROVIDED AND N WITH ED D G.C. TENANT'S GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND 0 0 E1.3 SYMBOL LIST, EQUIPMENT SCHEDULE AND LIGHTING FIXTURE SCHEDULE AS NOTED 01-06-2015 VERIFY LOCATION WITH NOODLES C.M. VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION AND L.L. PRIOR TO INSTALLATION, TYP. AND SHALL REPORT ALL DISCREPANCIES TO TENANT'S ARCHITECT. 00 E2.0 ELECTRICAL ONE LINE DIAGRAM, NOTES AND PANEL SCHEDULES Job No. TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO ALL _ E3.0 ELECTRICAL ROOF PLAN 14 2115 KEY PLAN REQUIREMENTS REGARDING CONSTRUCTION PROCEDURES, INSURANCE, SHEET DOT FOR SK (SKETCH) DRAWING RELEASES INDICATE SHEET REFERENCED IN REVISION SKETCH - PORTION OF THAT ETC., AS SET FORTH BY THE LANDLORD. SHEET HAS BEEN REVISED IN THE SK (SKETCH) RELEASE. ONCE ISSUED 'SK' SHEETS ARE PART OF THE DRAWING SET. N.T.S. NORTH UPON COMPLETION OF PROJECT, PROVIDE LANDLORD WITH COPY OF AS-BUILT CAD AND PDF FORMAT. Sheet No. PRIOR TO STARTING ANY TYPE OF CONSTRUCTION, G.C. TO VERIFY W/ NOODLES CONSTRUCTION MANAGER WHICH DINGS ARE G 1 . 1 MOST CURRENT (ISSUED FOR CONSTRUCTION ) GENERAL NOTES PROVIDE FIRE EXTINGUISHERS AS REQUIRED PER APPLICABLE CODES AND COORDINATE EXACT LOCATION WITH FIRE MARSHAL. PROVIDE AND INSTALL OCCUPANCY SIGN IN A CONSPICUOUS LOCATION IN ACCORDANCE WITH STATE & LOCAL CODES. I ALL LIGHT SWITCHES, THERMOSTATS, SECURITY ALARMS, ELECTRICAL OUTLET$, ETC. MUST BE MOUNTED TO MEET ALL GOVERNING ACCESSIBILITY REQUIREMENTS FOR FLOOR & HEIGHT CLEARANCES AND ONE HAND GRASPING OPERATION. 40 FIRE EXTINGUISHER FE-1 ANSUL SYSTEM CONTRACTOR TO PROVIDE AND INSTALL 3 FIRE EXTINGUISHERS: (1) RATED CLASS 'K' & (2) RATED 2A10BC. G.C. TO VERIFY AND COORDINATE LOCATIONS AND QUANTITIES WITH LOCAL FIRE MARSHAL. SEE DETAIL 1/A7.4 FOR MOUNTING. PER IFC, THE MINIMUM IS A 2A1OBC EXTINGUISHER WITHIN 75' OF TRAVEL r DISTANCE OF ALL AREAS AND A MINIMUM RATED CLASS 'K' FIRE 00 EXTINGUISHER WITHIN 30' OF COMMERCIAL COOKING EQUIPMENT. 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HAVE THE OCCUPANT h : : DROP OFF/ PICK UP ONLY' . ... .....: .. ..... .. ..... .. ..w:_.. _ -- LOAD POSTED IN A a c+� � , c �] ct . . SIGN-RED WITH WHITE _ _ _ _ - - _ _ __- CONSPICUOUS PLACE Dc5 PLAI;JES,IL o LETTERING BOLTED TO POST III --- I NEAR THE MAIN EXIT <fa (STAINLESS STEEL BOLTS) ii i <i OR EXIT ACCESS (' I I SIGN AND COLOR SPECS - 24x24 41 ) E `g? 'oF. 2" STEEL POST TO BE COORDINATED �_ O �__ --- __� (� : DOORWAY FROM TH WITH NOODLES C.M. !.. • + _ �Y _ + ROOM OR SPACE c=-� � c--� c_-� PAINTED RED U0 G.C. TO CONFIRM - / 0204-2015 6" DIA. CONCRETE FILLED I I LOCATION WITH LEGEND G E N D I I POST THE BUILDING ADDRESS z z DATE PIPE BOLLARD PAINTED RED I , n NOODLES C.M. AND L.L. 06.30.2015 I I PRIOR TO INSTALLATION WITH A MINIMUM OF 4" NUMBERS E TRY " DINING A EXISTING EXPIRATION DATE o ON A CONTRASTING BACKGROUND PUBLIC 100 101 PUBLIC PUBLIC SEASONAL PATIO SLOPE TO DRAI II' THAT VISIBLE FROM THE STREET I 7n WALKWAY EXIT#2 / ARCHITECT EGRESS PATH FIELD VERIFY REQUIREMENTS WITH EXIT#1 I J 114 - IHEREBY CERTIFY THAT THESE PLANS f1AVEBEENPRE- 12" DIA. 'SONNATUBE' i i LOCAL FIRE DEPARTMENT AND PARED UNDER MYSUPEmnSIONAND THAT TOTHE BEST OR EQUAL CONCRETE I I MALL MANAGEMENT PRIOR TO OEIAYXNONSAAIE,THEsvnESOFPOFD`UND,ORUrEs, III 5'-0" MIN. 5' __ REGuunONS AND ORDINANCES OF POITTIANO,OREGON FOUNDATION I I t0'-0" ® EXIT SIGN START OF CONSTRUCTION /, RELATING TO STRUCTURES AND BUILDINGS. T/ SLAB OR GRADE I I I � I ARCHITECT L.L. TO PROVIDE L.L. TO PROVIDE Z a SEE RCP & ELECTRICAL MIN. 5'-0"x5'-0" MIN. 5'-0"x5'-0" Drawn By Checked By O �w DRAWINGS FOR EMERGENCY LEVEL LANDING AT LEVEL LANDING AT PL, EA, RI AU w 0 & EXIT LIGHTING mor DOOR LOCATION DOOR LOCATION Scale Date I -- �O J O -__ _ 1/4"=1'-0" 01-06-2015 w Job No. 14-2115 TO GOSIGN POST DETAIL A LIFE SAFETY PLAN eet No. SCALE: 1/2"=1'-0" SCALE: 1/4"=V-O" NORTH G1 . 2 GEN ERAL/ACCESSIBILITY NOTES l4 IT IS THE RESPONSIBILITY OF THE OWNER/TENANT FOR THIS NEW FACILITY TO COMPLY WITH THE FOOTRESTS. THIS SPACE IS REQUIRED FROM 2 INCHES ABOVE THE FLOOR FOR METAL IT- \ TABLES AND FROM 4 INCHES ABOVE THE FLOOR FOR WOOD TABLES AND IS REQUIRED TO IlOO THE CURRENT AMERICANS WITH DISABILITIES ACT (A.D.A.), STANDARDS, FEDERAL, ANSI 117.1 R EXTEND TO A HEIGHT OF 24 INCHES ABOVE THE FLOOR. IIL0OA11 N \ AND LOCAL CODE ACCESSIBILITY STANDARDS FOR ACCESSIBILITY. 3g" 4" I 32" THE EXISTING EXTERIOR PRIMARY PATH OF TRAVEL IS THE RESPONSIBILITY OF THE 2. WHERE FIXED OR BUILT-IN SEATING, TABLES, OR COUNTERS ARE PROVIDED FOR THE MAX. MIN. MIN• I M N MI AX ;' LANDLORD/PROPERTY MANAGER FOR COMPLIANCE WITH THE CURRENT AMERICANS WITH PUBLIC, AND IN GENERAL EMPLOYEE AREAS, 5%, BUT NEVER LESS THAN 1 MUST BE I < F_ l ' ACCESSIBLE. i ¢ I " DISABILITIES ACT -(A.D.A.), STANDARDS, FEDERAL, ANSI 117.1 AND LOCAL CODE I o ACCESSIBILITY STANDARDS FOR ACCESSIBILITY. THE PRIMARY PATH OF TRAVEL, RESTROOM I M I A403. THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR OR FACILITIES, ARE THE RESPONSIBILITY OF THE OWNER/TENANT FOR COMPLIANCE WITH z Iz om n _ mCURRENT AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS, FEDERAL, ANSI 117.1 AND GROUND. MI n J apLOCAL CODE ACCESSIBILITY STANDARDS FOR ACCESSIBILITY. 4. IF SEATING FOR PEOPLE IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, sPAa 1 KNEE SPACES AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP SHALL BE PROVIDED. NOT I 4 ._.. ._ _ _... CORRIDORS / AISLES OVERLAP KNEE SPACE BY MORE THAN 19". 42" MIN. 42" 12" 42" MIN. 42" 12" Q 56" MIN. 4 1. EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE NOT LESS LATCH APPROACH MIN. MAX. LATCH APPROACH MIN. MAX. WALL HUNG W.C. 60" THAN 44" IN WIDTH. 5. WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, SUCH AS ONLY; OTHER 54" ONLY; OTHER 54" 59" MIN. MIN. A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR A RETAIL SALES COUNTER WITH APPROACHES MIN. APPROACHES MIN. FLOOR MOUNTED W.C. - 2. CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN MULTIPLE CASH REGISTER STATIONS, AT LEAST 5%, BUT NEVER LESS THAN 1, OF EACH 48" MIN. 60" MIN. 48" MIN, 56" MIN. 36" IN WIDTH. TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36" WALL HUNG W.C. z LONG AND NO MORE THAN 28" TO 34" HIGH. FLOOR M59OUNTE" MIN.D W.C. r CC) 3. CIRCULATION AISLES AND PEDESTRIAN WAYS SHALL BE SIZED ACCORDING TO FUNCTIONAL SIGNS / IDENTIFICATION REQUIREMENTS AND IN NO CASE SHALL BE LESS THAN 36" CLEAR WIDTH. AMBULATORY ACCESSIBLE STANDARD ACCESSIBLE STALL STANDARD ACCESSIBLE STALL CLEAR FLOOR SPACE AT Q 4. EVERY PORTION OF EVERY BUILDING IN WHICH ARE INSTALLED SEATS, TABLES, 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A STALL (END OF ROW) WATER CLOSETS W 0 EQUIPMENT OR SIMILAR MATERIALS SHALL BE PROVIDED WITH AISLES LEADING TO AN EXIT. BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL TOILET STALLS 0L U- STANDARD 5998. O Q W ACCESSIBILITY 2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN Q 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. GRAB BAR 1-1/2"0 - SURFACE MOUNTED U) O 0- SPACE BETWEEN GRAB FEMININE NAPKIN W W 1. EXITS WILL BE ILLUMINATED WITH LIGHT HAVING AN INTENSITY OF ONE FOOT CANDLE AT 54" 3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING BAR & WALL MIN. 1-1/2" HOLDER THE FLOOR LEVEL THAT COMPLIES WITH IBC SECTION 1006.2. MIN. uJ 0 DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING 40" RECESSED MOUNTED 2. THE EXIT ILLUMINATION AND LIGHTING FOR THE EXIT SIGNS SHALL BE PROVIDED WITH AN AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED AMINMIN FEMININE NAPKIN z EMERGENCY LIGHTING SYSTEM THAT COMPLIES WITH IBC SECTION 1011.1. OR PROJECTED ABOVE THE FINISH FLOOR, THE MINIMUM CHARACTER HEIGHT SHALL BE 3". 12" 42" MI . HOLDER z DQ 36" 6" MA 17" MIN. Q (� U) 3. SEATING AND TOILET FACILITIES FOR THE HANDICAPPED SHALL BE ACCESSIBLE FROM THE4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT MIN. 24 MI 19" MAX. -JMAIN LOBBY OR PRIMARY ENTRANCE. CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. . > Q 4. ACCESSIBLE SEATING AREAS SHALL BE REACHED BY MAIN AISLES NOT LESS THAN 36 5. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH o o o ,� 0 DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE 3 o It z z m - w RAM ! 0 LJJINCHES WIDE. - b z5PADE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL M M M - - HANDRAILS SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE Q ¢ ^ Q N " o �I U Z 04 VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. L �S 2 N 7'-9' - !TTOILET PAPER 8' MIN. 6' MAX. 48" 1. THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1 1/4' NOT MORE DEPTMDCABUDE TCEDFMANDE MIN. _ ELECTRICAL � Q J THAN 1 1/2" ON CROSS SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN 4 -10 17 W m EQUIVALENT G SURFACE AND SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS, MIN. 1. THE CENTER OF THE ELECTRICAL AND COMMUNICATION RECEPTACLE OUTLETS SHALL BE BACK WALL BACK WALL SIDE WALL DEPT HANDRAILS SHALL BE 32" TO 34" ABOVE TREAD, EXTENDING A MINIMUM OF 12" BEYOND ABOVE THE FLOOR OR WORKING PLATFORM. J (n TOP NOSING AND 12" PLUS WIDTH OF TREAD BEYOND BOTTOM NOSING AND SHALL 30" GRAB BARS AT WATER CLOSETS LAVATORY CLEARANCE CLEAR FLOOR SPACE (n 0 RETURNED OR TERMINATED IN SAFETY TERMINALS. HANDRAILS PROJECTING FROM WALL INSTALLED NOT LESS THAN 15"L 2. THE CENTER GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO AT LAVATORIES Opp Irf W SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2" BETWEEN WALL AND HANDRAIL. BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND ON Q U RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT - O C DOORS SHALL NOT BE MORE THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. / ( 48" 18"-330 18 3. THE CENTER OF THE FIRE ALARM INITIATING DEVICES PULL STATIONS SHALL BE i \ 1. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL `S'` JS EXTEND 18 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 12 LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS. OR SIDEWALK. 2. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTER BETWEEN 30" AND 44" 4. THE INSTALLATION OF FIRE ALARM EQUIPMENT AND SYSTEMS IN ANY OCCUPANCY WITHINI� FINISH FLOOR. THE SCOPE OF THESE REGULATIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF t _. _1 48„_ t/1 ; „N THE FIRE CODE. Q) N o 3. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH 24 7 7 24 A 0 o `� OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE PUBLIC RESTROOMS T y 10 C 0 = LL DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING 1. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT A; 1 2 3 4 a U - .o HARDWARE. HIGH FORWARD REACH LIMIT C1 ; REQUIRED TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. CONTROLS FOR THE HIGH AND LOW SIDE REACH LIMITS TAKES TRANSFER REMOVES ARMREST, MOVES WHEELCHAIRS POSITIONS ON 4. DOORS THAT LEAD TO AREAS THAT MIGHT PROVE DANGEROUS TO A PERSON WHO IS FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NOT MORE POSITION, SWINGS TRANSFERS OUT OF THE WAY, TOILET, RELEASES VISUALLY IMPAIRED SHALL BE MADE IDENTIFIABLE TO THE TOUCH BY A TEXTURED SURFACE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO FOOTREST OUT OF CHANGES POSITION BRAKE _ •� H -N ON THE DOOR HANDLE, KNOB, PULL, OR OTHER OPERATING HARDWARE. THIS TECTURED GREATER THAN 5 POUNDS. THE WAY, SETS (SOME PEOPLE FOLD SURFACE MAY BE MADE BY KNURLING OR ROUGHENING OR BY A MATERIAL APPLIED TO THE BRAKES CHAIR OR PIVOT IT CONTACT SURFACE. 2. WHERE URINALS ARE PROVIDED AT LEAST ONE SHALL HAVE A CLEAR SPACE, 30" WIDE X 90' TO THE TOILET) U Q o 48" LONG IN FRONT OF THE URINAL. 30" DIAGONAL APPROACH 5. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE SERVING OTHER THAN A REQUIRED EXIT STAIRWAY SHALL PROVIDE A MINIMUM OF 48" OF CLEAR SPACE 3. TOILET ROOMS SHALL HAVE A CLEAR SPACE FROM THE FLOOR TO 27" ABOVE THE I 10"-24" X 42" 18" FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN FLOOR OF A MINIMUM 60' DIAMETER OR 63" - 56". _ ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOOR. 4. MIRRORS SHALL BE MOUNTED NO HIGHER THAN 40" ABOVE FINISH FLOOR TO REFLECTIVE SURFACE. \ ¢ M 6. THE EXIT DOOR SHALL BE 36" WIDE OPENING IN DIRECTION OF TRAVEL TO NO LESS THAN 32" CLEAR. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 81/2 POUNDS5. ON TOILET ROOM ACCESSORIES, THE OPERATING PARTS OF DISPOSAL AND DISPENSING - FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT SHALL BE 40" A.F.F. MAX. X BEING APPLIED AT RIGHT ANGLES TO HINGED DOOR. WHEN FIRE DOORS ARE REQUIRED, THE 17 Z MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 LBS. THE 6. ENTRY TO SANITARY FACILITIES: 10" 7" 7" 10" \ Z FLOOR ON EACH SIDE OF DOOR SHALL BE LEVEL WITH A MAXIMUM HEIGHT DIFFERENTIAL OF 4g" 48" 1 2 3 Revisions I 1/2" AND SHALL HAVE A THRESHOLD WITH A SLOPE NO GREATER THAN 1:2. a. 30" x 48" CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS 10 OR MORE. ISSUED FOR LANDLORD REVIEW b. DOORWAYS SHALL HAVE A 32" CLEAR OPENING. TAKES TRANSFER TRANSFERS POSITIONS ON MAXIMUM SIDE REACH NOTE: X SHALL BE 25" MAX.; Z SHALL BE EQUAL TO 01.21.2015 POSITION, REMOVES TOILET X. WHEN X t20" THEN Y SHALL BE 48" MAX. WHEN X I R RM 7. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A c. ON APPROACH SIDE, PROVIDE A 60" CLEAR LEVEL SPACE WHEN DOOR SWINGS OVER OBSTRUCTION ARMREST, SETS ISSUED PERMIT SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY THE WHEEL TOWARD APPROACH AND 44" SPACE WHEN DOOR SWINGS AWAY FROM APPROACH. IS 20-25", THEN Y SHALL BE 44" MAX. BRAKES 02-04-2015 CHAIR FOOT REST WITHOUT CREATING A TRIP OR HAZARDOUS CONDITION WHERE NARROW MAXIMUM FORWARD REACH 0 FRAME DOORS ARE USED A 10" SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE (TOILETS) OVER AN OBSTRUCTION SIDE APPROACH OF THE DOOR WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEEL CHAIR FOOTREST Q WITHOUT CREATING A TRIP OR HAZARDOUS CONDITION. 7. HANDICAPPED WATER CLOSETS REACH RANGE WHEELCHAIR TRANSFER CONTROLS / OPERATING MECHANISMS A CLEARANCE AROUND A WATER CLOSET 60 INCHES (1525 MM) MINIMUM, MEASURED 1. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND PERPENDICULAR FROM THE SIDE WALL, AND 56 INCHES MEASURED PERPENDICULAR FROM CLEAR ANY 0 REAR WALL, SHALL BE PROVIDED. Lobby 4 WIDTH AMOUNTI 0 OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER MAX. CANE HITS THAN 15" IF FORWARD APPROACHED AND WITHIN 48" BUT NOT LOWER THAN 15" IF SIDE POST OF PYLON APPROACHED. WALL TO THE CENTER OF THE WATER CLOSET.a. HANDICAPPED WATER CLOSET SHALL BE INSTALLED MIN.b. HANDICAPPED WATER CLOSET SEAT TOP SHALL BE 17"-19" A.F.F.18" FROM THE SIDE GREATER THAN 12" GREATER THAN 12" HITS OBJECT PERSONBEFORE 2. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND c. PROVIDE 28" CLEAR SPACE BETWEEN W.C. & FIXTURE OR 32" CLEAR SHALL NOT REQUIRE TIGHT GRASPING, PUNCHING, OR TWISTING OF THE WRIST. THE FORCE d. W.C. COMPARTMENT DOOR TO PROVIDE 32" CLEAR WIDTH FOR END ENTRY OR o z REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. F , 34" CLEAR WIDTH FOR SIDE ENTRY. DOOR TO SWING OUT & BE SELF CLOSING. t 3. FAUCET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS SHALL BE ,< o , C: TivlANOPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF8. GRAB BARS: zMtTHE WRIST. THE FORCE REQUIRED TO ACTIVATE FAUCET CONTROLS AND OPERATING =MECHANISMS FOR KITCHEN SINKS SHALL BE NO GREATER THAN 5 PLF. LEVER OPERATED, a. ONE AT SIDE, 42" LONG EXTENDING 24" IN FRONT OF WATER CLOSET MOUNTED APd£S,ILPUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF AT 33" A.F.F. /ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN b. ONE AT REAR, 38" LONG, MOUNTED AT 33" A.F.F. PLAN �"ARDN12" CANE RANGE CANE RANGE FOR AT LEAST 10 SECONDS. c. BARS SHALL BE 1-1/4" TO 1-1/2" DIA. WITH 1-1/2" CLEAR TO WALL. MAX. ® d. BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND FOO WALKING PARALLEL TO A WALL OBJECTS MOUNTED ON WALKING PERPINDICULAR HAZARDS / PROTRUDING OBJECTS 250LBS POINT LOAD IN BENDING, SHEAR, AND TORSION. FREESTANDING OVERHANGING OBJECTS POSTS OR PYLONS TOA WALL 1. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" (URINALS) ABOVE THE FINISHED FLOOR SHALL PROTRUDE ANY AMOUNT NO MORE THAN 4" INTO PROTRUDING OBJECTS 02-04-2015 WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. 9. HANDICAPPED URINALS DATE 06-30-2015 EXPIRATION DATE 2. OBJECTS WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR a. HANDICAPPED URINAL SHALL PROJECT A MIN. OF 14" FROM THE WALL, AND THE r r MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. LIP SHALL BE AT A MAXIMUM OF 17" A.F.F. ARCHITECT b. THE FORCE TO ACTIVATE FLUSH VALVE SHALL NOT EXCEED 5LBS. IHEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE. 12 PARED UNDER MY SUPERVISION AND THAT TO THE BEST 3. FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 4" MAXIMUM PROTECT SHADED MAX. OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, FROM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR. (LAVATORIES) AREA FROM REGULATIONS AND CROSS-TRAFFIC CES OF PORTLAND,OREGON RELATING TO STRUCTURES AND BUILDINGS. 4. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE 10. LAVATORIES \ PACE OR MANEUVERING SPACE. \ ARCHITECT a. FAUCETS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CANNOT CANE 5. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO RANGE 7 Drawn By Checked By SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. ACTIVATE CONTROLS IS NOT TO EXCEED FIVE LBS. FAUCET HANDLES SHALL BE A LEVER PL, EA, RI AU TYPE. b. PROVIDE CLEAR SPACE BENEATH LAV. KNEE SPACE 29" HIGH, 30" WIDE, 17" I 1 THIS OVERHANG CAN Scale Date 6. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ( ) � I 1 `" BE GREATER THAN AS NOTED 01-06-2015 ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. DEEP FROM FRONT OF LAVATORY. 12" BECAUSE NO c. LAVATORIES ADJACENT TO WALL SHALL BE CENTERED 18" MIN. FROM WALL, WITH ONE CAN APPROACH Job No. SEATING, TABLES AND COUNTERS RIM OR COUNTER SURFACE 34" A.F.F. MAX. 17E:1 - d. HOT WATER AND DRAIN PIPES UNDER LAV. SHALL BE INSULATED. � THE OBJECT FROM 14-2115 1. AN ACCESSIBLE TABLE SEATING SPACE REQUIRES: A CLEAR UNOBSTRUCTED SPACE 26 THIS DIRECTION CANE TECHNIQUE INCHES IN WIDTH, 27 INCHES IN HEIGHT AND 12 INCHES IN DEPTH (MEASURED FROM THE Sheet No. TABLE EDGE) TO ALLOW ROOM FOR THE ARMREST OF THE WHEELCHAIR.AN ADDITIONAL OVERHEAD HAZARDS PROTRUDING OBJECTS (CONT.) 1 . 8-INCH DEEP SPACE (BEYOND THE 12 INCHES FROM THE TABLE EDGE) IS REQUIRED FOR 32" 32" ENT LEVEL MIN. CLEAR _,. - MIN. CLEAR HANDLE DESK ARM LAP � I - ' M LONG DIMENSION �► PERPENDICULAR TO 0O .. ROUTE OF TRAVEL PREDOMINANT DIRECTION HINGED DOOR HINGED DOOR OF TRAFFIC (DETAIL) 1/2„ 40 32„ v4 i MIN. CLEAR 42" „ CARPET PILE THICKNESS GRATING ORIENTATION GRATINGS NOTE: FOOTREST MAY EXTEND SLIDING DOOR auj FURTHER FOR TALL PEOPLE32z " MIN. CLEAR 32" MIN. 0 FLOOR SURFACES DIMENSIONS FOR CID ADULT-SIZED WHEELCHAIR Elam MAXIMUM Q FOLDING DOOR DOORWAY DEPTH W 0 W L _ CLEAR DOORWAY WIDTH AND DEPTH O `U M� N. r 48" 17"-19 EQUIPMENT r�/�32" a 0- Ik Ik PERMITTED IN vJ Q' SHADED AREA W Q o I z 48" 48" �- O Z I MIN. MIN. z < Q Cy MENEMo CLEAR FLOOR SPACE CL U) J NONE 6"1 . A z o SPOUT HEIGHT AND KNEE rO ~mommmW CLEARANCE U Z M PROPORTION OF INTERNATIONAL TDD I 36' I (j) � ~ INTERNATIONAL SYMBOL M TWO HINGED DOORS IN SERIES Q J OF ACCESSIBILITY 48" W m MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR MIN. _j Cn 17"_19" PULL SIDE PUSH SIDE C) (n D Cf) 0 c W - - 0 < U 0 I D o z z I I I I Z 3) 18" I DISPLAY CONDITIONS OF INTERNATIONAL SYMBOL FORWARD APPROACH MIN. c m INTERNATIONAL SYMBOL OF ACCESS FOR HEARING 24' •�c a OF ACCESSIBILITY LOSSMAX. H CLEAR FLOOR SPACE o INTERNATIONAL SYMBOLS0 - NOTE: X = 12" IF DOOR HAS D - LL BOTH CLOSER AND LATCH u ; a o > � • FRONT APPROACHES - Q•_ • o e° z SWINGING DOORS - a ' 48" I EU 60" MIN. PARALLEL APPROACH ( PULL SIDE PUSH SIDE 30" 3 MINIMUM CLEAR WIDTH AN MIN. 1 11 FOR TWO WHEELCHAIRS � 30" � I I I I —� FREESTANDING FOUNTAIN > r OR COOLER x X v 22a)hh, " I MIN. NOT TO EXCEED FOUNTAIN DEPTH NOTE: X=36" MIN. IF Y=60"; NOTE: X < 24" X=42" MIN. IF Y=54" Revisions AA_ ISSUED FOR LANDLORD REVIEW NOTE: X=12" AND Y=48" �01-21-2015 48" MIN. IF DOOR HAS BOTH ISSUED FOR PERMIT I CLOSER AND LATCH �02-04-2015 ACCESSIBLE PATH OF TRAVEL o '� L 0 - J 0 I 30" MIN. HINGE SIDE APPROACHES - 48" 66" MIN. J SWINGING DOORS o 0 M NOTE: X < 15" BUILT-IN COOLER TAIN OR PULL SIDE PUSH SIDE O �' FORWARD OR REAR ACCESS CLEAR FLOOR SPACE IN ALCOVES DRINKING FOUNTAINS AND L -_ .-... J L_ -_ _.- J i i i i M WATER COOLERS - I IL - J } � 24" I a � I I } 24" MIN. MIN. I C, 30" 30" 36" 19" 19" 36" 30" " ° Al` jy NOTE: Y=54" MIN. IF DOOR ��A >� HAS CLOSER MINIMUM CLEARANCES FOR x T tPMAN r1 SEATING AND TABLES o.3653 a NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR NOTE: Y=48" MIN. IF DOOR ® ES PLAINES,IL FRONT APPROACHES HAS CLOSER MINIMUM PASSAGE WIDTH FOR ONELATCH SIDE APPROACHES WHEELCHAIR AND ONE AMBULATORY NOTE: X > 24", THEN AN TABLEWARE AREAS - SWINGING DOORS OF 00 12" 36" MIN. 12" PERSON ADDITIONAL MANEUVERING CLEARANCE OF 6' SHALL MIN. MIN. BE PROVIDED AS SHOWN I l 02-04-2015 z DATE 06-30-2015 24EXPIRATION DATE z 78" MIN. 36° ( l MIN ARCHITECT any - MIN. � ( v `"" (HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- , PARED UNDER MY SUPERVISION AND THAT TO THE BEST \ �� z I I I LATCH SIDE APPROACH SLIDING OF MY KNOWLEDGE,THE SAME COMPLY NTH ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGON / z 48" X12 I DOOR AND FOLDING DOORS RELATING TO STRUCTURES AND BUILDINGS. 1 z ARCHITECT 60" MIN. M �� I FRONT APPROACH - SLIDING DOOR AND FOLDING DOORS _ I E.- J 22' Drawn By Checked By (-- - - -- --- -� NOTE: X > 15", THEN AN MIN. PL, EA, RI AU 60" DIAMETER SPACE T-SHAPED SPACE FOR SPACE NEEDED FOR SMOOTH ADDITIONAL MANEUVERING NOTE: ALL DOORS IN ALCOVES SHALL 180' TURNS U-TURN IN A WHEELCHAIR 66" MIN. CLEARANCE OF 12" SHALL / COMPLY WITH THE CLEARANCES FOR Scale Date BE PROVIDED AS SHOWN FOOD SERVICE LINES FRONT APPROACHES POCKET OR HINGE SIDE AS NOTED 01-06-2015 SIDE ACCESS APPROACH - SLIDING DOOR AND ,lob No. FOLDING DOORS 14-2115 SPACE REQUIREMENTS FOR ADDITIONAL MANEUVERING SERVICE COUNTERS AND WHEELCHAIR TURNING WHEELCHAIR SEATING SPACES IN SPACE SERIES CLEARANCES FOR ALCOVES FOOD SERVICE LINES MANEUVERING CLEARANCES AT DOORS Sheet No. G1 .4 GENERAL DEMOLITION NOTES TEMPORARY SHORING AND BRACING NOTES ON SITE. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND THE DRAWINGS OR HEREINAFTER SPECIFIED. WORK SHALL BE PERFORMED BY 6. SHUTDOWN OF ANY SERVICE TO EQUIPMENT REMAINING SHALL ONLY BE FOR THE CONTINUITY OF SERVICE FOR EQUIPMENT WHICH SHALL REMAIN BOTH INSIDE AND 1. PROVIDE TEMPORARY BRACING AND SHORING WITH CONNECTIONS OF SUFFICIENT LEGALLY DISPOSE OF THEM. CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES. TIME AGREED UPON BY OWNER'S REPRESENTATIVE. SUCH SHUTDOWN SHALL BE OUTSIDE THE AREA OF DEMOLITION. STRENGTH TO BEAR IMPOSED LOADS, AND TO PROTECT ALL PERSONS AND 8. PROTECT WALLS, ROOF, AND EXISTING FINISH WORK THAT ARE TO REMAIN AND 2. THE PLUMBING CONTRACTOR SHALL DO ALL EXCAVATING AND BACKFILLING AS IN WRITING WITH COPY TO ARCHITECT. 17. EXISTING FIRE ALARM EQUIPMENT, LOCATED WITHIN THE LIMITS OF DEMOLITION, PROPERTY, AND TO ENSURE PROPER ALIGNMENT. COMPLY WITH ALL STATE, ARE EXPOSED DURING DEMOLITION OPERATIONS. REQUIRED FOR DEMOLITION OF HIS WORK. EXCESS EARTH FROM THE 7. ELECTRICALLY DISCONNECT ALL ELECTRICAL EQUIPMENT BEING REMOVED BY AND ITS ASSOCIATED CONDUIT AND WIRING SHALL BE ELECTRICALLY DISCONNECTED O.S.H.A. AND LOCAL CODES. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY EXCAVATIONS SHALL BE REMOVED FROM THE SITE. DEMOLITION BACK AT PANEL BOARD. AFTER TESTING TO DETERMINE AND REMOVED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. FOR PROVIDING ADEQUATE BRACING OF WALLS DURING DEMOLITION AND ERECTION MECHANICAL DEMOLITION GENERAL NOTES 3. THE PLUMBING CONTRACTOR SHALL SAW CUT AND REMOVE CONCRETE FLOORS OR "POWER-OFF" TO EQUIPMENT, REMOVE AND DISPOSE OF EQUIPMENT, UNLESS PROVIDE NEW CONDUIT AND WIRE (TO MATCH EXISTING), TO MAINTAIN CONTINUITY TO PREVENT DAMAGE DUE TO HIGH WINDS OR OTHER LATERAL LOADS AND 1. ALL EXISTING ABANDONED PIPING SYSTEMS, DUCTWORK SYSTEMS, AND ALL PAVING FOR DEMOLITION WORK AND PATCH TO MATCH, FLUSH WITH EXISTING, SEE SPECIFICALLY NOTED OTHERWISE. OF SERVICE FOR EQUIPMENT WHICH SHALL REMAIN BOTH INSIDE AND OUTSIDE �r - CONSTRUCTION IMPACTS. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR EXISTING SYSTEMS THAT SERVED REMOVED EQUIPMENT OR FIXTURES SHALL BE ARCHITECTURAL DRAWINGS TO DETERMINE IF NEW FINISHES ARE SPECIFIED, IF 8. ALL CONDUIT AND WIRE REMOVED SHALL BE REMOVED COMPLETELY BACK TO THE AREA OF DEMOLITION. DAMAGE DUE TO HIS FAILURE TO TAKE SUCH PRECAUTIONS. THE CONTRACTOR REMOVED COMPLETELY BACK TO MAINS OR OTHER ACTIVE BRANCHES WHICH ARE NONE, THEN REPLACE FINISHES TO MATCH EXISTING. SOURCE, AND WHERE REQUIRED BRANCH OVER-CURRENT PROTECTION DEVICES 18. EXISTING SOUND SYSTEM EQUIPMENT AND SPEAKERS, LOCATED WITHIN THE LIMITS SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING TO REMAIN. 4. THE PREMISES SHALL BE KEPT IN A CLEAN AND ORDERLY CONDITION DURING PROPERLY LABELED "SPARE". OF DEMOLITION, AND THEIR ASSOCIATED CONDUIT AND WIRING SHALL BE CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING, 2. ALL CUTTING, REPAIRING, FITTING AND REFINISHING OF IN PLACE CONSTRUCTION CONSTRUCTION. ALL WASTE AND UNUSABLE MATERIALS SHALL BE PROMPTLY 9, ALL VERTICAL FEEDERS AND PANEL BOARDS IN WALLS, BEING REMOVED, SHALL ELECTRICALLY DISCONNECTED AND REMOVED BY THE ELECTRICAL CONTRACTOR SHORING, UNDERPINNING, ETC.. REQUIRED FOR DEMOLITION OF THE MECHANICAL WORK SHALL BE DONE AT THE REMOVED FROM THE SITE. 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO DEMOLITION EXPENSE OF THE MECHANICAL CONTRACTOR EXCEPT AS SPECIFICALLY SHOWN ON 5. ALL SALVAGE SHALL REMAIN PROPERTY OF THE OWNER; HOWEVER, THE REMAIN, UNTIL OWNER'S REPRESENTATIVE HAS DETERMINED METHOD OF UNLESS NOTED OTHERWISE. PROVIDE NEW CONDUIT AND WIRE (TO MATCH & NOTIFY THIS OFFICE IN CASE OF DISCREPANCIES BEFORE PROCEEDING. THE DRAWINGS OR HEREINAFTER SPECIFIED. WORK SHALL BE PERFORMED BY CONTRACTOR SHALL DISPOSE OF ANY OR ALL SALVAGE THE OWNER ELECTS NOT RELOCATION OR REMOVAL. HOWEVER, REMOVAL/RELOCATION COSTS SHALL BE EXISTING), TO MAINTAIN CONTINUITY OF SERVICE FOR EQUIPMENT WHICH SHALL INCLUDED IN BID PROPOSAL. REMAIN BOTH INSIDE AND OUTSIDE THE AREA OF DEMOLITION. DEMOLITION IS TO BE EXECUTED SO AS NOT TO DISTURB EXIST. STRUCTURAL & CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES. TO KEEP. 10. ALL CONDUIT AND WIRE FOR EQUIPMENT LOCATED OUTSIDE AREA OF DEMOLITION 19. EXISTING SECURITY SYSTEM EQUIPMENT, LOCATED WITHIN THE LIMITS OF ROOFING SYSTEMS. (EXCEPT WHERE NOTED) VERIFY ALL CONSTRUCTION TO BE 3. THE PREMISES SHALL BE KEPT IN A CLEAN AND ORDERLY CONDITION DURING 6. REFER TO ARCHITECTURAL DRAWINGS FOR WALLS, CEILINGS, ETC. THAT ARE TO BE SHALL REMAIN IN SERVICE. THE EXACT METHOD OF RE-ROUTING NEW CONDUIT DEMOLITION, AND ITS ASSOCIATED CONDUIT AND WIRING SHALL BE ELECTRICALLY REMOVED THAT IS NOT INTEGRAL TO STRUCTURAL SYSTEM PRIOR TO DEMOLITION. CONSTRUCTION. ALL WASTE AND UNUSABLE MATERIALS SHALL BE PROMPTLY REMOVED. ALL EXISTING DRAINAGE, VENT, AND WATER PIPING THAT IS EXPOSED AND WIRE TO EQUIPMENT REMAINING SHALL BE COORDINATED WITH WORK OF DISCONNECTED AND REMOVED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED 2. DEMOLITION RESPONSIBILITIES ARE NOT NECESSARILY LIMITED TO THOSE LISTED REMOVED FROM THE SITE. SHALL BE REMOVED OR RELOCATED. OTHER TRADES, PRIOR TO ANY INSTALLATION. OTHERWISE. PROVIDE NEW CONDUIT AND WIRE (TO MATCH EXISTING), TO MAINTAIN HERE. WORK INCLUDES REMOVAL AND LEGAL DISPOSAL OF ALL EXISTING 4. ALL SALVAGE SHALL REMAIN PROPERTY OF THE OWNER; HOWEVER, THE 7. FIELD VERIFY EXISTING VENTS TO DETERMINE IF THEY SERVE AN ACTIVE 11. ALL EXISTING CONDUIT AND WIRE INTERFERING WITH THE NEW WORK SHALL BE CONTINUITY OF SERVICE FOR EQUIPMENT WHICH SHALL REMAIN BOTH INSIDE AND CONSTRUCTION ITEMS THAT ARE NOT UTILIZED IN THE FINISHED PROJECT. CONTRACTOR SHALL DISPOSE OF ANY OR ALL SALVAGE THE OWNER ELECTS NOT DRAINAGE SYSTEM. EXISTING VENTS THAT ARE NOT REQUIRED SHALL BE CAPPED. RE-ROUTED CONCEALED IN THE NEW CONSTRUCTION, UNLESS NOTED OTHERWISE. OUTSIDE THE AREA OF DEMOLITION. REMOVE ALL ITEMS SPECIFICALLY INDICATED IN THE DRAWINGS AND ITEMS WHICH TO KEEP. 12. ALL NEW FEEDERS SHALL BE INSTALLED AND CONNECTED, BEFORE ANY EXISTING ARE NECESSARY TO BE REMOVED IN ORDER TO FACILITATE THE FINISHED 5. REFER TO ARCHITECTURAL DRAWINGS FOR WALLS, CEILINGS, ETC. THAT ARE TO BE ELECTRICAL DEMOLITION GENERAL NOTES FEEDERS ARE DISCONNECTED AND REMOVED, UNLESS NOTED OTHERWISE. EXAMINATION OF EXISTING CONDITIONS: r PROJECT. REMOVED. ALL EXISTING PIPING AND DUCTWORK THAT IS EXPOSED SHALL BE 1. CONTRACTOR SHALL VISIT SITE, AND DOCUMENT EXISTING CIRCUITS SERVING 13. REMOVE EXISTING CEILING TILES AND LIGHTS, WHERE SO REQUIRED, TO PROPERLY VISIT THE SITE AND CAREFULLY EXAMINE THE BUILDING ELECTRICAL SYSTEMS SO AS 00 3. DEMOLITION CONTRACTOR TO COORDINATE & REVIEW ALL CONSTRUCTION REMOVED OR RELOCATED TO A CONCEALED LOCATION. LIGHTING FIXTURES, RECEPTACLES, PLUG-IN STRIPS, MOTORS, AND SPECIAL INSTALL NEW ELECTRICAL WORK. TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL ATTEND DOCUMENTS & DETERMINE THE EXTENT OF DEMOLITION WORK & BECOME FAMILIAR 6. FIELD VERIFY EXISTING CONDITIONS PRIOR TO PROCEEDING WITH ANY DEMOLITION POWER EQUIPMENT WITHIN LIMITS OF DEMOLITION, PRIOR TO SUBMITTING A 14. EXISTING LIGHT FIXTURES AND SWITCHES, LOCATED WITHIN THE LIMITS OF THE EXECUTION OF THE WORK, BEFORE SUBMITTING PROPOSALS. SUBMISSION OF A WITH THEM THOROUGHLY BEFORE PERFORMING ANY DEMOLITION WORK. WORK AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. PROPOSAL. I DEMOLITION, AND THEIR ASSOCIATED CONDUIT AND WIRING SHALL BE PROPOSAL WILL BE EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER W 4. BY THE ACT OF SUBMITTING A BID, THE CONTRACTOR WILL BE DEEMED TO HAVE 7. OPENINGS IN FLOORS, WALLS, CEILINGS, ROOFS, ETC. AS A RESULT OF REMOVED 2. CAREFULLY REVIEW THE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS ELECTRICALLY DISCONNECTED AND REMOVED BY THE ELECTRICAL CONTRACTOR CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS BECAUSE OF DIFFICULTIES COMPLIED WITH THE FOREGOING TO HAVE ACCEPTED SUCH CONDITIONS AND TO PIPING, DUCTWORK, EQUIPMENT, FIXTURE, ETC. SHALL BE PATCHED TO MATCH FOR ADDITIONAL ITEMS TO BE REMOVED AND/OR RELOCATED. INCLUDE ALL UNLESS NOTED OTHERWISE. PROVIDE NEW CONDUIT AND WIRE (TO MATCH ENCOUNTERED, WILL NOT BE RECOGNIZED. HAVE MADE ALLOWANCES THEREFORE IN PREPARING HIS BID. EXISTING BUILDING CONSTRUCTION. WORK SHALL BE PERFORMED BY CRAFTSMEN COSTS IN BASE BID FOR REMOVAL, DISCONNECTING, OR RELOCATION OF TO MAINTAIN CONTINUITY OF SERVICE FOR LIGHTING WHICH SHALL 5. SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY SKILLED IN THEIR RESPECTIVE TRADES. EQUIPMENT AFFECTED BY DEMOLITION OF OTHER TRADES. EXISTING), O ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF 8. THE INTENT OF THE DEMOLITION IS TO REMOVE THE ITEMS IN THEIR ENTIRETY TO 3. EXISTING ELECTRICAL EQUIPMENT NOT SHOWN ON THIS DRAWING; HOWEVER, REMAIN BOTH INSIDE AND OUTSIDE THE AREA OF DEMOLITION. MEP NOTE: Q ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES DURING SELECTIVE INCLUDE ALL ASSOCIATED SUPPORT BASED, ANCHORAGE, HANGERS, CONTROLS, REQUIRED TO BE REMOVED AND/OR RELOCATED BY DEMOLITION, SHALL BE 15. EXISTING RECEPTACLES, LOCATED WITHIN THE LIMITS OF DEMOLITION, AND THEIR SEE MECHANICAL. PLUMBING & ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION �/� DEMOLITION. PIPING, ETC. AND CAP EXISTING SYSTEMS TO REMAIN AT MAINS OR OTHER ACTIVE INCLUDED IN SCOPE OF WORK. ASSOCIATED CONDUIT AND WIRING SHALL BE ELECTRICALLY DISCONNECTED AND NOTES. v/ 6. MAINTAIN EXISTING UTILITIES WHERE APPLICABLE TO REMAIN IN SERVICE AND BRANCH LINES. REMOVED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. PROVIDE 0Y 4. COORDINATE WITH OWNER'S REPRESENTATIVE, AT TIME OF BIDDING, THE LOCATION NEW CONDUIT AND WIRE (TO MATCH EXISTING), TO MAINTAIN CONTINUITY OF w PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. 9. ITEMS REMOVED SHALL BE LEGALLY DISPOSED OFF THE SITE. FOR STORING SALVAGEABLE EQUIPMENT. 0L 7. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMAL SERVICE FOR EQUIPMENT WHICH SHALL REMAIN BOTH INSIDE AND OUTSIDE THE RESTROOM NOTE F- 5. PROVIDE TEMPORARY LIGHTING/POWER, DURING AND AFTER DEMOLITION FOR ALL AREA OF DEMOLITION. EXISTING RESTROOMS SHALL BE REMOVED. G.C. TO VERIFY LOCATIONS OF ANY INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED PLUMBING DEMOLITION GENERAL NOTES AREAS WITHIN LIMITS OF THIS CONTRACT. SUCH SERVICE SHALL BE TAKEN 16. EXISTING TELEPHONE AND DATA OUTLETS, LOCATED WITHIN THE LIMITS OF EXISTING PLUMBING LINE/PIPING THAT EXTEND INTO FUTURE NOODLES SPACE. z Q O AND USED FACILITIES. REMOVE & TRANSPORT DEBRIS IN A MANNER THAT WILL 1. ALL CUTTING, REPAIRING, FITTING, AND REFINISHING OF IN PLACE CONSTRUCTION FROM EXISTING PANEL BOARDS, AND EXISTING EQUIPMENT MAY BE UTILIZED z PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. PROMPTLY DISPOSE OF REQUIRED FOR DEMOLITION OF THE PLUMBING WORK SHALL BE DONE AT THE DEMOLITION, AND THEIR ASSOCIATED CONDUIT AND WIRING SHALL BE ELECTRICALLY REMOVE PER LOCAL CODE AS NECESSARY FOR NEW CONSTRUCTION. CAP EXISTING �f WHERE FEASIBLE. UPON COMPLETION OF THE NEW INSTALLATION WORK, DISCONNECTED AND REMOVED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED LNES/PIPING PER LOCAL CODE IF THEY WILL NOT INTERFERE WITH NEW < DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE EXPENSE OF THE PLUMBING CONTRACTOR EXCEPT AS SPECIFICALLY SHOWN ON DISCONNECT, REMOVE AND PROPERLY DISPOSE OF ALL TEMPORARY LIGHTING, OTHERWISE. PROVIDE NEW CONDUIT AND WIRE (TO MATCH EXISTING), TO MAINTAIN CONSTRUCTION. SEE PLUMBING DEMOLITION GENERAL NOTES. La- J z POWER AND WIRING. CC G O Q rO, U Z co 00 2 N n- LANDLORD DEMOLITION WORK i Q t z 1. LL IS RESPONSIBLE FOR REMOVAL OF EVERYTHING INSIDE OF PROPOSED NOODLES SPACE THAT IS EFFECTED BY NEW WORK & FROM ALL I w O� O PREVIOUS TENANTS. SPACE TO BE LEFT CLEAN OF ANY MATERIALS, FINISHES, OBJECTS OR EQUIPMENT FROM PREVIOUS TENANT. SPACE J O TO BE PREPARED FOR INSTALLATION OF ALL NEW MATERIALS & EQUIPMENT. "- - --- 2. ENTIRE SPACE TO BE READY TO ACCEPT NEW WALLS & FINISHES, TYP. Q U) Q J 3. ALL EXISTING INTERIOR WALLS AND DOORS TO BE REMOVED EXCEPT WHERE NOTED. Q 4. ANY EXISTING INTERIOR FLOOR FINISHES WITHIN PROPOSED NOODLES SPACE TO BE REMOVED AND FLOOR TO BE PREPPED FOR NEW O 00 Q FINISHES AS LISTED ON A2.3. 5. ALL EXISTING INTERIOR CEILING FINISHES, CEILING TILES, GYP. BOARD, AND SOFFITS TO BE REMOVED AND PREPARED FOR NEW FINISHES O 0 0 LLQ UNLESS NOTED OTHERWISE. LANDLORD GC TO DEMO ALL EXISTING UNATTACHED Z 6. ALL EXISTING PERIMETER WALL FINISHES INCLUDING WALL TRIM/ SLATS/ SHELVING, ETC. TO BE REMOVED DOWN TO GYP. BOARD. AND DECOR AND FIXTURES FROM PREVIOUS TENANT. PREPARED FOR NEW FINISHES. 7. ALL EXISTING CABINET/ COUNTER/ MILLWORK TO BE REMOVED. LANDLORD TO DEMO ALL INTERIOR PARTITIONS AND 8. EXISTING HVAC UNITS/ OTHER, IN THE NOODLES PROPOSED SPACE, TO BE REMOVED, SEE MECHANICAL DRAWINGS. EXISTING DEMISING WALL TO INTERIOR DOORS INCLUDING ALL MECHANICAL SYSTEMS o m o 9. ALL EXISTING DUCTWORK TO BE REMOVED, SEE MECHANICAL DRAWINGS. REMAIN DUCTWORK), ELECTRIC CONDUIT AND FIXTURES, FLOOR a U a c a 10. EXISTING ROOFTOP EXHAUST, PIPES, PENETRATIONS, CURBS & OTHER EQUIPMENT NOT REQ. BY NOODLES/ IMPEDING WORK TO BE LANDLORD GC TO PROVIDE COVERINGS, INCLUDING ANY ADHESIVE PRODUCT OR C d o REMOVED/ RELOCATED, PATCH/ CAP/REPAIR/ REPLACE AS REQ., MATCH EXISTING MATERIALS, SEE MECHANICAL DRAWINGS. AND INSTALL FRAMING AND 11. ANY PIPES/ CURBS/ OTHER ON ROOF NOT REQ. BY NOODLES AND/OR IMPEDING WORK TO BE REMOVED/RELOCATED. GYP BOARD ON OPPOSITE GROUT, MORTAR, ETC. (LEAVING A SMOOTH, LEVEL ------- „ a 12. ALL EXISTING LIGHTING, ELECTRICAL, UNUSED CONDUIT & WIRING TO BE REMOVED, SEE ELECTRICAL DRAWINGS. SITE OF NOODLES SPACE SURFACE) N 0! o 13. ALL EXISTING PLUMBING FIXTURES/ SINKS/ UNUSED VENTS TO BE REMOVED, SEE PLUMBING DRAWINGS. NOODLES GC TO INSTALL �" i i D ' °m 14. ALL EXISTING UNUSED PLUMBING PIPING TO BE REMOVED & CAPPED, SEE PLUMBING DRAWINGS. TYPE X GYP. BOARD ON LANDLORD GC TO DEMO ALL INTERIOR WALLS, CEILING, C c 15. ALL EXISTING FLOOR DRAINS AND FLOOR SINKS, TO BE REMOVED, REMOVE FLOOR OBSTRUCTIONS & FILL ALL UNUSED OPENINGS WITH NOODLES SIDE, PATCH AND WALL FINISHES AND GYP BOARD BACK TO EXPOSED _ V°C o CONCRETE FOR SMOOTH FLOOR FINISH, SEE PLUMBING DRAWINGS STUDS CMU WALL, ALL UTILITY LINES BACK TO THE F� ` FIRE CAULK ALL OPENING 4) TO MAINTAIN FIRE RATING SOURCE, ALL PLUMBING TO UNDER SLAB AND PATCHED. LANDLORD GC TO DEMO ALL ROOF TOP RTU'S AND CURBS. LANDLORD GC TO PATCH ROOF OPENINGS TO i'i i S u MATCH EXISTING STRUCTURE AND FINISH. U <Nm o, EXCAVATION DIGGING NOTE 8 _ .. .._.._ . - -- _ --- - - - - - - - --- - -- - -- - - -- - - --- - ... .. .. .. - - - -- -- - - PRIOR TO ANY DIGGING/ EXCAVATION CONTACT THE LOCAL UTILITY COMPANY TO HAVE ALL UTILITY LINES LOCATED; G.C. C 111hk TO HAVE REPRESENTATIVE PRESENT DURING UTILITY COMPANY VISIT. ( j EROSION CONTROL NOTE THE GENERAL CONTRACTOR COMPLETING THE WORK SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL EROSION CONTROL MEASURES UNTIL THEY HAVE CLOSED OUT THEIR PERMIT WITH BOTH THE CITY AND THE STATE. ANY I TRACKING OF MUD FROM THE SITE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN PROPERLY. CONTRACTOR I I I SHALL HAVE 12 HOURS FROM THE TRACKING EVENT TO REMOVE THE MUD. IF MUD IS NOT REMOVED WITHIN 12 HOURS, THIS I j WORK WILL BE COMPLETED BY LANDLORD AT THE OWNER'S EXPENSE. ALL CONCRETE WASHOUT AREAS ARE TO BE LOCATED III WITHIN THE TENANT'S DEMISED PREMISE. i j j Revisions k� ISSUED FOR LANDLORD REVIEW I III 01-21-2015 AISSUED FOR PERMIT 02-04.2015 III QI I II NOODLES GC TO DEMO Ik� EXISTING LOW WALL IN FRONT OF THE STOREFRONT III k� 0 III I 1 II I I III EXISTING ROOF DRAIN TO III Aja REMAIN NOODLES GC TO REMOVE AND I 4i ,D `C, REPLACE EXISTING DOORS,FRAMES III f NOODLES GC TO DEMO AND EXISTING STOREFRONT WITH III EXISTING LOW WALL IN NEW INSULATED GLAZING. REFER AHNOA.CHIPMAN Cn FRONT OF THE STOREFRONT TO SHEET A2.1 AND A3.1 FOR iii o.3653 MORE INFORMATION. T III I III F 001, ___________________________________________ __+______JJJ �� 02-04-2015 � I DATE 06-30-2015 EXPIRATION DATE L_ ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGON RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT WALL LEGEND Drawn By Checked By PL, EA, RI AU --- -----� EXISTING TO BE REMOVED Scale Date EXISTING TO REMAIN 1/4"=1'-0" 01-06-2015 Job No. DEMOLITION PLAN 14-2115 A SCALE: 1/4"=1'-0" NORTH Sheet No. D1 . 1 GENERAL RESPONSIBILITY NOTES RESPONSIBILITY SCHEDULE RESPONSIBILITY SCHEDULE RESPONSIBILITY SCHEDULE 1. G.C. TO DISCLOSE TO NOODLES AND COMPANY ANY DEFICIENCIES IN THE PLANS AND ITEM FURNISHED BY INSTALLED BY REMARKS ITEM FURNISHED BY INSTALLED BY REMARKS ITEM FURNISHED BY INSTALLED BY REMARKS SPECIFICATIONS OF WHICH HE/SHE HAS KNOWLEDGE AND WHICH WOULD PREVENT NOODLES CO. CONTRACTED GENERAL CONSTRUCTION NOODLES CO. CONTRACTED GENERAL CONSTRUCTION NOODLES CO. CONTRACTED GENERAL CONSTRUCTION CONSTRUCTION OF THE PROJECT IN CONFORMANCE WITH ANY APPLICABLE LAWS, NOODLES & COMPANY a 2 CONTRACTOR NOODLES & COMPANY a a CONTRACTOR NOODLES & COMPANY 4 4 CONTRACTOR REGULATIONS OR CODES, OR IN A GOOD WORKMAN LIKE MANNER. Jj •TO FURNISH/INSTALL h • TO FURNISH/NSTALL N h •TO FURNISH/INSTALL w _Q w _Q ACTUAL ITEM FURNISHED BY OTHERS; G.C. TO w Q w Q ACTUAL ITEM FURNISHED BY OTHERS; G.C. TO W Q Q ACTUAL ITEM FURNISHED BY OTHERS; G.C. TO 2. THE RESPONSIBILITY SCHEDULE IS A GENERAL LIST FOR REFERENCE ONLY AND IS NOT ALL 2 2 2 2 0 2 2 2 O O ti J O J PREPARE/COORDINATE CONSTRUCTION TO RECEIVE O !r j O ti PREPARE/COORDINATE BRACKETS. CONDUIT, 70 RECEIVE Ir J t? J PREPARE/COORDINATE CONSTRUCTION TO RECEIVE INCLUSIVE. ALL ITEMS NOT LISTED ON OTHERWISE NOTED SHALL BE PROVIDED, INSTALLED, v o o u o O ITEM BLOCKING, BRACKETS, CONDUIT, FASTENERS, U O O U O O ITEM BLOCKING, BRACKETS, CONDUIT, FASTENERS, U o 0 0 0 r� • O O w O w ( O O w O w ( O O w U O w ITEM (BLOCKING, BRACKETS, CONDUIT, FASTENERS, DELIVERED AND ASSEMBLED BY THE G.C. ALL CONTRACTORS AND CONSULTANTS BIDDING w cD � � � � � � FlNAL CONNECTIONS, ETC.) w U � � (7 � � h FINAL CONNECTIONS, ETC.) W O � � (n � � � FINAL CONNECTIONS, ETC.) OR CONTRACTING FOR WORK ARE TO REVIEW THE PLANS, LANDLORD CRITERIA, EXECUTED o Z, 2 o W o W a� o o J Lu r LEASE, AND WORK LETTER (IF APPLICABLE) IN THEIR ENTIRETY FOR RESPONSIBILITY SCOPE. 2 2 O IU 2 2 O ~ 2 2 O ti 2 2 O ti ~ 0 2 2 OO ti 2 2 O k w T O w Q O O k w Q O w Q O O k w O W O 3. G.C. SHALL PROVIDE ALL LABOR & MATERIALS FOR FINAL ELECTRICAL CONNECTION FOR Z w o 2 Y o z Y a w o - 2 Y o ,, 2 Y z w o z r o Z Y SIGNAGE. ALL ROOF PENETRATIONS AND RE-ROOF WORK (IF REQUIRED FOR SIGNAGE SPECIALTY ITEMS AND EQUIPMENT CONTINUED GENERAL CONSTRUCTION CONTINUED GENERAL INSTALLATION) ALL C BLOCKING, BANGCSUP SUPPORTS, CTRICALL INSTALL AANDND HEIFS WALLAVE FINISHES,ETED IN PLACEIETC. PATIO RAILING LIGHTING CONNECTION • EXTERIOR WORK (CONTINUED) PROJECT PROCEDURESELEMENT • • PROJECTS FOR ALL EXTERIOR COMMENCEMENT AND SIGNAGE INER OR SIGNAGE NOLATER THAN DAYS CALENDAR DAYS CONDUIT FOR PATIO RAILING LIGHTING • MODIFIED EXTERIOR PATIO • - FIELD ENGINEERING • • PRIOR TO CONSTRUCTION TURN OVER TO NOODLES & COMPANY RESTAURANT OPERATIONS. ALL WASAWCULL, CEILING, FLOOR TEMPORARY POWER/FACIUTIES SERVICES _ G.C. TO COORDINATE W/ NOODLES & COMPANY SIGN COMPANY TO ACCOMMODATE SIGN ALL WALL, CEIUNG, FLOOR PENETRATIONS ROOF WORK AND CONTROLS 0 0 INSTALLS. EXISTING FABRIC CANOPY/AWNING • ROOF PENETRATIONS CLOSING ALL EXISTING NON-USED • • • L.L TO CAP & COORDINATE WORK TEMPORARY BARRICADES • • PLYWOOD BARRIER COORDINATE W/LANDLORD OPENINPROTECTION OF SITE WORK G.C. TO PATCH REPAIR 4. G.C. TO COORDINATE DELIVERY SCHEDULE AND INSTALLATION OF ALL OWNER SUPPLIED EXISTING FABRIC CANOPY FRAMING • NEW ROOF PENETRATIONS/CURB CUTS • • • LETTER AND PENETRATIONS PER WORK AND ADJACENT CONSTRUCTION 0 DUE TO DEMO ANDDNEW WORKAMAGED L.L. AREAS ITEMS WITH OWNER/OWNER REP. DECORATIVE ALUMINUM/GLASS ADDITIONAL ROOF PENETRATIONS/CURB OPENINGS AND PENETRATIONS PER WORK INSPECTIONS, CERTIFICATIONS AND CANOPY • CUTS • _ • • LETTER CERTIFICATE OF OCCUPANCY • 5. G.C. RESPONSIBLE FOR ALL EQUIPMENT/WALK-IN-COOLER/HOODS/FIXTURE/SIGNAGE FINAL DECORATIVE ALUMINUM CANOPY _ PUNCH UST PRIOR TO _ CONNECTIONS ON WATER, GAS, ELECTRICAL, PHONES, CONDENSATE, FLOOR/HUB LIGHTING WIRING FOR LIGHTING ROOFPENADECK,NI CURB CUTS CONSTRUCTION TURN OVER w ROOF DECK, INSULATION, ROOFING JOINTS BY LL UNDER SEPARATE PERMIT; G.C. TO PROVIDE WHERE DRAINS-FLOOR SINKS FOR ALL FIXTURES EQUIPMENT AND OPENINGS), & ALL ROOFTOP NEW AWNING AND FABRIC • • • • • • DUMPSTER/TOILETS • • - N ( / ) AND FLASHING REQUIRED DUE TO NEW WORK AT NOODLES EXPENSE LL EQUIPMENT (RTU'S). STRUCTURAL STEEL AND CONSTRUCTION G.C. TO FURNISH, INSTALL & CONSTRUCT ALL STRUCTURAL WOOD SILL SIL-1 .LAM- • • • • REDLINED AS-BUILT PLANS • • COORDINATE W NOODLES CM. FOR ALL ROOF WORK ELEMENTS FOR ROOF TOP EQUIPMENT SUPPORT 6. G.C. SHALL INCLUDE AND PROVIDE ALL ELECTRICAL, ELECTRICAL WIRING, GAS, GAS PIPING, STRUCTURAL DRAWINGS FOR RTU'S/FANS/ • • BY NOODLES LANDLORD SUBCONTRACTORS • • G.C. TO COORDINATE IF REQUIRED W/ LANDLORD O 0 DEVICES, HOSES, WATER, WATER PIPING, ETC. ALL INCLUSIVE FOR ALL OWNER SUPPLIED CONDENSERS & EQUIPMENT ON ROOF PRIOR TO CONST. START Q . • ROOFTOP SCREENING FOR ROOF EQUIPMENT • • SALL WORK UPPORTS BY LL. INCLUDING ANY STRUCTURAL BEINCLUDEDIN HEALTH PERMITS ARE NOT TO EQUIP. MOP HOLDER - AS REQUIRED PER LL. OR CITY • • G.C. TO OBTAIN AND PAY G.C. TO PAY FOR ALL OTHERS O 7. G.C. TO PROVIDE ALL TEMPORARY UTILITY SERVICES DURING CONSTRUCTION. WATER SOFTENER STAND • • BY VENDOR CURB ADAPTERS • • SUPPLIED AND INSTALLED BY HVAC CONTRACTOR ALL OTHER PERMITS • • REFRIGERATION,E ATION, SPRINKLER. ETC.OR ALL PERMITS; Lu Ljj • • • G.C. TO COORDINATE LOCATION AND CORE • • • 0 • VERIFY INNDER SEPARATE WORKING ORDER PURCHASED G.C. TO CLEAN & UNLOAD ALL MATERIALS DIA ECT Y BY NOODLES O 0 0 } W J TO GO" PARKING SIGNS ROOF DRAINS/GUTTERS DRILL WITH NOODLES & CO. MANAGER 8. G.C. TO COORDINATE WITH SIGN COMPANY REGARDING LL/CITY APPROVED METHODS FOR INTERIOR ROOF HATCH AND LADDER WITH LOCK • • •• • AT BUILDING UTILITY ROOM COMING SOON BANNER El O ANC. D ANY PERMIT FEES z C. RESPONSIBLE FOR INSTALLING, BLOCKING ATTACHMENT, ATTACHING 'COMING SOON BANNER.' G.C. TO PROVIDE ALL BLOCKING FOR ATTACHMENT. G.C. 70 COORDINATE LOCATION AND TYPE Q G.C. TO INSTALL SIGN BANNER(S) AS REQUIRED BY NOODLES C.M. KNOX BOX • HATH FIRE DEPARTMENT, IF REQUIRED EXTERIOR ROOF LADDER 0 - GENERAL DEMOLITION (MINIMAL DEMOLITION) t< ('1 uj SNEEZE GUARD GLASS W/FRAME • ROOF WATER TEST • TOhFLOOD ROOF TON 7 DAYS OF VERIFYCIF ITING IS WATERTIGHT G.C. ALL TRASH GENERATED BY NOODLES AND • • CASEWORK AINCLUDING ND OOWNER SAL F MOVE IN ITEMSING Z 9. RESPONSIBILITY SCHEDULE IS SET TO REFLECT STATUS OF SPACE AT BASE BUILDING MONITOR BRACKETS • • ALL MONITOR BRACKETS X-RAY EXISTING ROOF/FLOOR ABOVE • • • C.a TO INVESTIGATE EXISTING ROOFAFLOOR ABOVE CONDITIONS PRIOR TO ALL INTERIOR DEMO • • SEE WORK LETTER AND DRAWINGS INCLUDING U DELIVERY TO NOODLES. PROVIDED BY ENVIROTECH CORING/CUTTING, CONFIRM WITH NOODLES CM IF REWIRED INTERIOR CONCRETE CURBS O 0 M.E.P. SPECIALTY ITEMS AND EQUIPMENT ALL EXTERIOR BUILDING DEMO • • SEE WORK LETTER AND DRAWINGS OF 10. G.C. SHALL CONFIRM WITH NOODLES C.M. LANDLORD IF FIRE ALARM SYSTEM IS REQUIRED ELECTRICAL G.C. 70 COORDINATE LOCATION OF ALL RECEPTACLES, TOILET ROOM ACCESSORIES • . LOCATION AS SHOWN ON PLANS ALL EXTERIOR SITE DEMO • • SEE WORK LETTER AND DRAWINGS INCLUDING THE / SWITCHS/OTHER HEIGHTS W/ COUNTER & EQUIPMENT HEIGHTS PATIO AREA �( z (V PRIOR TO START OF CONSTRUCTION. SYSTEM SPECIFIC QUESTIONS/COORDINATION WITH ELECTRICAL SERVICE • • • BY LANDLORD TOILET ROOM PARTITIONS • ALL ROOFTOP UNITS/CURBS/EXHAUSTS/ • • • • SEE WORK LETTER AND DRAWINGS = N J_ NOODLES REQUIREMENTS CAN BE DIRECTED TO DICKERSON ENGINEERING, INC. (847) OTHER ROOF EQUIPMENT DEMO r^ � t-- 966-0290 966-0290 SERVICE CONDUIT AND WIRING TO SPACE • • • • • BY LANDLORD BABY CHANGING TABLE • • LOCATION AS SHOWN ON PLANS ASBESTOS, MOLD, PESTS BACTERIAL • • SO BE REMOVED IF ANYTHING FOUND ON VJ Q G) Im CONDITION TO BE CLEANSED AND ELIMINATED W ITE 11. PRIOR TO DIGGING, G.C. TO VERIFY ALL LOCATION OF UTILITIES. TRANSFORMERS N/A POS EQUIPMENT AND CABLES • • - OFFENSIVE SMELLS • • J O COMPLETELY z 12. PRIOR TO CORRING/CUTTING FLOOR SLABS, G.C. TO INVESTIGATE EXISTING SERVICE BY ELECTRICAL • • BY LANDLORD CASH DRAWERS - GENERAL CONSTRUCTION CONDITIONS/X-RAY. 400A MCB PANEL BOARD _1 WTH (2) 150A-3P BREAKER TO FEED 42 CIRCUIT • • BY LANDLORD SAFE O • • - INTERIOR WORK O 225A MLO PANEL L2 AND L3. O N 13. G.C. TO CONTACT L.L. REGARDING L.L. REQUIRED SUBS. OCI 1/4" RUBBER MAT UNDER SAFE • • - EXISTING INTERIOR CONCRETE SLAB • • • G.C.TO PREP SLAB BRANCH CIRCUIT BREAKERS • • BY LANDLORD (GRINDING, CLEANING, ETC) TO LLJ 14. G.C. TO INCLUDE IN BID AND USE ANY LANDLORD DESIGNATED CONTRACTORS. FRONT AND BACK COUNTER MILLWORK O • • G.C. TO UNLOAD STORE AS REQUIRED, FOR ALL ACCEPT NEW FINISHES O GENERAL CONDUIT, J-BOXES AND WIRING • • CONTRACTOR ELECTRICALY TENANT MILLWORBLOCKING OR CARRIER SYSTEM FOR WALL FURNISH K&I STALL PER SINK MFR. NEW CONCRETE FLOOR SLAB, VAPOR BARRIER 15. ALL FLOORS, WALLS, CEILINGS AND FIXTURES SHALL BE CONSTRUCTED FROM MATERIALS DOOR CHIME W/TRANSFORMER BY TENANT ELECTRICAL MOUNTED RESTROOM SINK • • REQUIREMENTS 10MIL & COMPACTED GRANULAR FILL • • REFER TO WORK LETTER THAT ARE SMOOTH, DURABLE, EASILY CLEANABLE AND NON ABSORBENT. AND PUSH BUTTON • . CONTRACTOR CONCRETE FLOOR; INFILL/PATCH/REPAIR DUE TO CUTTING/CORING/CONCRETE REMOVAL FOR WIRING DEVICES, RECEPTACLES, SWITCHES, BY TENANT ELECTRICAL CORIAN PASS THRU SHELF O • • - AS RFOUIRED 0 NEW WORK 16. LANDLORD (L.L.) REFERS TO THE PROPERTY OWNER OR PROPERTY MANAGER. CONTRACTORS AND TIMERS CONTRACTOR G.C. TO INVESTIGATE EXISTING SLAB CONDITIONS PRIOR TO - 00• KITCHEN EQUIPMENT UTILITY CONNECTIONS BY TENANT ELECTRICAL SUPPORT LEGS FOR PASS THRU SHELF O • • - X-RAY EXISTING SLAB • • CORING/CUTTING; CONFIRM WITH NOODLES CM IF REQUIRED = ILI, G ^ 'O 17. OWNER OR TENANT REFERS TO NOODLES & COMPANY. INTERIOR AND EXTERIOR • • CONTRACTOR CORIAN COUNTER O • • _ DEMISING WALLS FRAMING/OTHER CONSTRUCT WALL PER • • • SREFER TO EPARATE WORK LETTER. BY SEE SHEETS LANDLORD UNDER FIRE ALARM SYSTEM BY TENANT ELECTRICAL CONTRACTOR THE HOOD CODE REO'D INCLUDING FIRE STOPS AND FIRE CAULKINGA2.2 .o ro AND SUPPRESSION SYSTEM TO LANDLORD CENTRAL GYP. BD. AT DEMISING WALL PER CODE BY LL UNDER SEPARATE PERMIT; G.C. TO REPAIR EPLACE WHERE Vf n a 18. G.C. REFERS TO NOODLES & COMPANY CONTRACTED GENERAL CONTRACTOR. MONITORING STATION STAINLESS STEEL COUNTER TOPS • • RUNNER STATION COUNTER GYP. BD. READY TO PAINT • • DAMAGED OR DURING NEW WORK, GC TO INSTALL GYP. BOARD ON IF NOT LOCATED IN PLAZA WITH MULTIPLE OCCUPANTS, G.C. TO BY KITCHEN SUPPLIER. G.C. TO SUPERVISE AND PERIMETER WALLS FRAMING OTHER BY LL UNDER SEPARATE PERMIT; G.C. TO INFORMATION GATHERED BELOW DURING CONTRACT DOCUMENT PHASE SHALL BE VERIFIED SITE LIGHTING • • • VERIFY IF IN WORKING ORDER & REPAIR, EXISTING TO REMAIN ALL KITCHEN EQUIPMENT O • • • PROVIDE FINAL HOOK UP CONSTRUCT WALL PER CODE REO'D RE ' • • • • • REPAIR/REPLACE/EXTEND WHERE NEEDED DURING NEW WORK L3 ` D m BY THE GENERAL CONTRACTOR WITH NOODLES C.M. OR LANDLORD DURING BIDDING. - GYP. BD. AT PERIMETER WALLS GYP. BD. BY LL UNDER SEPARATE PERMIT; G.C. 7o REPAIR/REPLACE 0 - ICE-MACHINE LL PLUMBING WALK-INAC COOLER AND CONDENSER O • • • BY G.C.; INSTALLATION OF UNE-SETS, HOOK-UPS BY • • • • WHERE DAMAGED OR DURING NEW WORK. REFER TO WORK LETTER RK - ICE-MACHINE AND CONDENSER BY KITCHEN NOODLES VENDOR. G.C. TO FURNISH ALL ELEC. HOOK-UP READY TO PAINT UNION JOB YES/NO WATER SERVICE TO SPACE • • • FIELD VERIFY EXISTING LOCATION EQUIPMENT SUPPLER FOR BOTH ICE MACHINE AND THEIR COMPRESSORS & ALL ELECTRICAL PANEL WALLS: • • WORK TO BE COMPLETED UNDER SEPARATE PERMIT d •o PHIMRINr FOR ROTH 1IrH71Nr BY NQ0nIFS' VENDOR FRAMING AND 5/8" GYP. BD. BY L.L. y m NSF REQUIREMENTS ENFORCED YES/NO RPZ VALVE • FIELD VERIFY EXISTING LOCATION COOLER FLOOR INSULATION AND • _ INTERIOR PARTITIONS FRAMING, • • _ INTERIOR RAMP GYP. BD. AND BLOCKING o o- EXISTING SHELL BUILDING NEEDS TO MAINTAIN LEED CERTIFICATION YES/NO GAS SERVICE TO SPACE • • FIELD VERIFY EXISTING LOCATION FREESTYLE COKE MACHINE BY NOODLES O • O • MACHINE BY TO BE COORDINATED WITH INSTALL OF ICE ADDITIONAL GYP. BD., INSULATION,, VAPOR • • G.C. IN EXTEND FINISHES IF EXISTING ARE NOT .Q'L N d MACHINE BY PLUMBER AT SAME TIME BARRIER ALONG ALL PERIMETER WALLS, AS NOTED CONTINUOUS TO DECK U o I. LANDLORD REQUIRED FIRE ALARM CONTRACTOR GAS UNE SIZE • • FIELD VERIFY EXISTING LOCATION LOCKERS O • • GC TO PROVIDE BLK'G FOR WALL MOUNTING LINTELS/HM FRAMES • • - ` y Ua � o � SANITARY SEWER TO SPACE • • • FIELD VERIFY EXISTING LOCATION; C.C. TO JET CLEAN ALL TABLE TOPSO • • G.C. TO ASSEMBLE SOFFIT FRAMING AND GYP. BD. • • - EXISTING SANITARY LINES. JET TO MAIN SANITARY FIELD VERIFY EXISTING LOCATION; C.C. TO PUMP GREASE PAINTING INCLUDING CEILING G.0 TO PROVIDE NOODLES & COMPANY 1-GAL LABELED LANDLORD REQUIRED ROOFING CONTRACTOR GREASE WASTE UNE TO SPACE • • • TRAP AND JET CLEAN ALL EXISTING GREASE LINES TABLE BASES O • • G.C. TO BOLT FASTEN ALL FIXED BASES ( ) • • TOUCH-UP PAINT FOR ALL AREAS EXTERIOR GREASE INTERCEPTOR • • • FIELD VERIFY EXISTING LOCATION CHAIRS • • G.C. TO PLACE PER PLAN WALL FINISHES, FRP, • • EXCLUDING DINING WAINSCOT -TRP-PAREI3-TOR`-WAn=, IN DINING HOOM.LAMINATE TRIM AND SEALERS INTERIOR GREASE TRAP • - STOOLS O • G.C. TO CORE DRILL ALL FIXED BASES & PLACE PER DIVIDER N I OUTSIDE R CORNER GUARDS & OTHER TRIM - O • •ER GUARDS MI CHANNEL AT LLWORK TO ROVID BASEE LANDLORD RECOMMENDED SUBCONTRACTORS PLUMBING VENT TO SPACE • • • - PAN ALL OTHER CORNER GUARDS INCLUDING • • ALL OUTSIDE CORNERS, END WALLS AND OPENINGS _ KITCHEN EQUIPMENT UTILITY CONNECTIONS OUTSIDE CORNER CORNERGUARDS AT TO HAVE CORNER GUARDS; CAULK ALL EDGES; SEE INTERIOR AND EXTERIOR 0 - BOOTHS/BANQUETTES/MILLWORK WALLS O • • G.C. TO PROVIDE NECESSARY BLOCKING FOR FLOOR WAINSCOT IN DINING DETAILS ON SHEETS A7.3 AND AO.2 & WALL - G.C. TO CAULK JUNCTIONS AFTER - KITCHEN HAND SINKS • • KITCHEN HANDSINKS PROVIDED BY KITCHEN INSTALLATION AS NECESSARY; CORE DRILL AT SLAB 18 GA. STAINLESS STEEL PANELS - • • CAULK ALL EDGES, NO SHARP CORNER EQUIPMENT SUPPLIER, RESTROOM ON GRADE AS NECESSARY; BOLT FASTEN WHEN INTERIOR VESTIBULE STOREFRONT AND RESTROOM HAND SINKS • • HANDSINKS PROVIDED BY G.C. 2-COMP & FLOOR OR CRAWL SPACE BELOW GLAZING • • CAULK ALL EDGES, NO SHARP CORNER 3-COMP SINKS TO BE RECEIVED & GENERAL NOTES F R 0 M WORK LETTER UNCRATED BY G.C. EQUIPMENT CLEANING • AND HORIZONTAL KES TO REMOVE SURFA ES BO 4B". TO REMOVEOTECTIVE VINYL FILM FROM ALL VERTICAL AND UPWATERPROOFING WALLS ADJACENT TO FLOOR LOCATIONS RANE 12" ON FLOOR • • LOCATIONS & DETAILS SEE FLOOR FINISH PLAN FOR Revisions CLEAN & DIRTY DISH TABLES • • G.C. SHALL RECEIVE, UNCRATE & INSTALL AND CLEANING.PROTECTIVEALL OTHER FlM PRIOR TO FINAL PUNCH UST WATERPROOFFLOOR & UPING WALLS BRINE OVER ENTIRE • _ Q ISSUED1- 20 FOR LANDLORD REVIEW 1 CONSTRUCTION OF THE IMPROVEMENTS OMENTSBU WHICH COMPISE SHERL, OSEATING PROJECT, PAT1MOP SINK0 RESTROOM LAVATORIES AND WATER • • PER NOODLES & CO. SPECIFICATIONS UMBRELLAS . • G.C. TO PLACE PER PAN CRACK SUPPRESSION MEMBRANE • • ISSUED PERMIT low N AREA, THE PAVING OF THE PARKING AREAS, DRIVES AND WALKS AND THE LANDSCAPING CLOSETS • • PER NOODLES & CO. SPECIFICATIONS PATIO FURNITURE • • G.C. TO PLACE PER PLAN FLOORING AND BASE • • PLAN FOR LOCATIONS OF THE AREAS SURROUNDING THE BUILDING, SHALL BE ACCOMPLISHED BY LANDLORD. FAUCETS . • PER NOODLES & CO. SPECIFICATIONS AIRCRAFT CABLE • • PROVIDE MIN. 50 UN. FT. FOR PATIO FURNITURE W/ CARPET, CARPET SQUARES AND GLUE O • • - DELIVER POSSESSIONS OF THE PREMISES IN BROOM CLEAN CONDITION WITH ALL LEVER TYPE, TYP. PAD LOCK. G.C. TO V.I.F. AMOUNT REQUIRED SPECIALIZED FIXTURES / EQUIPMENT, PERSONAL PROPERTY, HAZARDOUS MATERIALS AND WATER FILTERS AND EQUIPMENT . • FURNISHED BY ECOLAB FULLY FUNCTIONAL SERVIDDAACE PHONE BOX • • • MAX. 200 FT. WA TH NO BENDS INHIBITING THE PULL ALL FLOOR TRANSITION STRIPS • • - Q A7 PT. OF ELEC. SERVICE 3/M CONDUIT WIRE MIN. 5 TELEPHONE/DATA LINES DEDICATED TO DEBRIS REMOVED. PREMISES SHALL BE FREE OF ANY MOLD, ASBESTOS, PESTS OR WATER HEATER AND INTAKE EXHAUST CHASE W/ PULL STRING FROM DEMARK Q BACTERIAL CONDITIONS, AND OFFENSIVE SMELLS AND IN THE EVENT ANY OF THOSE / • • PER NOODLES & CO. SPECIFICATIONS AREA TO LOCATION WITHIN PREMISES TENANT PER WORK LETTER INTERIOR LIGHTING O • • ORDERED BY NOODLES CONDITIONS EXIST, LANDLORD SHALL, AT ITS SOLE COST AND EXPENSE, REMOVE OR SODA LINES CONDUIT • • 6" LINES EEMPSESE/DATA EMPTY CONDUIT IN • • G.C. PROVIDE NEEDED CONDUIT W/ PULL WIRE CEILING TILE • • - RESOLVE THE ISSUES TO TENANTS SATISFACTION. NOODLES I T PROVIDE AND PULL WITHIN SPECIALTY CEILINGS DECORATIVE CEILING 2. IF PYLON OR MONUMENT SIGN EXIST, OR IS TO BE INSTALLED NEW BY THE LANDLORD, PRESSURE BOOSTER PUMP • PRESSURE BY LANDLORD TELEPHONE/DATA WIRING IN PREMISES • • UNISTRUT BY G.C. G.C. TO PAINT RODS PREMISES ELEMENTS & WOOD LOUVERS O • LANDLORD WILL PROVIDE POWER TO SIGN. TELEPHONE SYSTEMS - J-BOXES AND G.C. PROVIDE NEEDED CONDUIT. G.C. TO PROVIDE ALL ADDITIONAL INSULATION AT BOTTOM OF _ 3. TENANT WILL BE ALLOWED TO WORK AT UNIT AT WILL-24HR PER DAY AT TENANT'S MECHANICAL COVER PLATES COVER PLATES AND GROMMETS WHENEVER REQUIRED DECK PAPER BACKED & PAINTABLE 0 DISCRETION THE TT INTERFERE ODOR. LOUD OR ROOFTOP UNITS AND CURBS O • • PER NOODLES & CO. SPECIFICATIONS (WETHER IDENTIFIED ON PLANS OR NOT FOR ALL LOW ADDITIONAL ON ABOVE CEILING OPENING AND OPERATING ENANTHROUGH EXCESSIVE NOSE OR • _ VOLTAGE CABLING BOXES. TILE OR GYP BD BD CO CEIUNG ODOROUS WORK MUST TAKE PLACE DURING NON-MALL HOURS. THERMOSTATS AND TEMPERATURE SENSORS 4. TENANT SHALL HAVE THE RIGHT TO USE CONTRACTORS AND SUB-CONTRACTORS OF O 0 0 PER NOODLES & CO. SPECIFICATIONS SOUND SYSTEM AND SPEAKERS - INTERIOR DOORS AND HARDWARE TENANT'S CHOICE, AND SHALL NOT BE REQUIRED TO USE UNION CONTRACTORS OR DUCTWORK AND AIR DISTRIBUTION • • PER NOODLES & CO. SPECIFICATIONS SOUND SYSTEM WIRING ALL STRUCTURAL STEEL FOR NEW• • • • G.C. TO PROVIDE AS NEEDED FOR HOODS AR SUB-CONTRACTORS. INTERIOR WORK l SOUND SYSTEM CONDUITS AI 5. LANDLORD SHALL BE RESPONSIBLE, AT LANDLORD'S SOLE EXPENSE, FOR ALL TAP, MAKE-UP AIR UNIT AND CURB PER NOODLES & CO. SPECIFICATIONS • • - SPRINKLER SYSTEM • • • • CONTRACTOR APPROVED BY L.L. G.C. RESPONSIBLE _ O � � T SPRINKLER J-BOXES AND COVER PLATESf• IMPACT, CONNECTION, USE, CHANGE OF USE AND SIMILAR FEES ASSESSED FOR FOR REWORK OF SYSTEM AND INSTALLATION OF NEW h "`NA.CHIPMAN �� PROVIDING ANY UTILITIES TO THE PREMISES, WHICH MAY OR MAY NOT BE CALCULATED EXHAUST HOODS 0 • • PER NOODLES & CO. SPECIFICATIONS INTERNET LINES TO SPACE O • • • G.C. DOES FINAL HOOK-UP ( I;. OR RELOCATION OF EXISTING HEADS I, BASED ON TENANTS USE, LAYOUT, FIXTURES OR EQUIPMENT. TENANT SHALL BE HOOD EXHAUST FAN HINGE KITS • • PER NOODLES & CO. SPECIFICATIONS SECURITY CONDUIT AND J-BOXES AND • • _ PUNCH WALK CLEANING • CONSTRUCTION CLEAN _ No.3653 RESPONSIBLE, AT TENANT'S SOLE COST AND EXPENSE, FOR ALL FEES ASSESSED FOR COVER PLATES -`` CONNECTING TENANT'S FIXTURES AND EQUIPMENT WITHIN THE PREMISES. EXHAUST HOODS STRUCTURAL SUPPORTS • • - SECURITY WIRING AND EQUIPMENT • PROVIDED AND INSTALLED BY SECURITY• SYSTEM TURNOVER CLEANING • TOP TO BOTTOM READY TO OPEN I-- PLAINES,IL TIONS QUANTITIES FRONT OF EXHAUST HOODS STRUCTURAL SUPPORTS • • _ FIRE EXTINGUISHERS (3 MINIMUM) FE-1 O • • MARSHALL;VERIFY RATEDA2AtOBC AND RATED CLASSE K FIRE FINAL CLEANINGNTERIORSSE, DUST, VACUUM, FLOOR <: DRAWINGS n'� EXHAUST HOOD FIRE SUPPRESSION Q • • _ CHEMICAL DISPENSERS • . ECOLAB PROVIDES AND INSTALLS EXTERIOR WORK �F ov ANSUL SYSTEM EXHAUST FANS AND CURBS O • • - DECOR PACKAGE/ARTWORK O • • W ARTWORK LOCKINGINSTALL W/ VIDEO FRONT DOOR AND HARDWARE #100A • • • REFER TO WORK OPENING AND FRAME BY EXHAUST DUCTWORK • • PER NOODLES & CO. SPECIFICATIONS INTERIOR MENU BOARDS O • • G.C. COORDINATE INSTALL W/OWNER G.C..; NEW DOORS AND LETTER.HARDWARE PROMDED AND INSTALLED BY G.C. PER NOODLES SPECIFICATIONS 02-04-2015 MAIN HOOD EXHAUST DUCTWORK • • PER NOODLES & CO. SPECIFICATIONS INTERIOR MARKETING O • • • BLOCKING & ANY ACCESS PANELS BY G.C. SIDE DOOR AND HARDWARE H101A, 103A • • • DATE • _ INTERIOR SIGNAGE - ILLUMINATED HANGING O • O • ALL W/SIGN • • • COMPLETED BYKLLRUNDER SEPARATE PERMIT EXPIRATION DATE WALL TO BE FIRE ALARM INSTALLATION UNIT HEATERS G.C. COORDINATE INSTALL COMPANY; G.C. UNTELS/HM FRAMES 06.30.2015 SIGN TO PROVIDE BLOCKING; G.C. TO LOCATE IN FIELD SINCE BUILDING IS SPRINKLED, NO MANUAL FIRE ALARM IS REQUIRED PER SECTION 903.2.1.2 KITCHEN EQUIPMENT UTILITY CONNECTIONS _ EXTERIOR SIGNAGE BY OTHER AS NOTED O • O • AND PROVIDE SIGNAGE ACCESS PANELS; REPAIRS TO OUTSIDE OF EXTERIOR WALL(S) • • CMU GROUT REPAIR, METAL PANEL JOINT REPAIR TO ARCHITECT AND 907.2 OF THE OREGON FIRE CODE. INTERIOR AND EXTERIOR • • BY G.C. ELECTRICAL SUBCONTRACTOR WILL COORDINATE BE COMPLETED BY L.L. TEST AND BALANCE • • LOCATED TIME OF CONSTRUCTION PUNCH LIST INSTALLATION AND DO THE FINAL ELECTRICAL WITHIN FRONT OR SIDE ENTRY DOORS • • AS REQUIRED I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE. HOOKUP PARED UNDER MY SUPERVISION AND THAT TO THE BEST REQUIRED TO CONTACT: ERIC HOLCOMB AT EXTERIOR FRAMING, VAPOR BARRIERS, • • • • • BY LL UNDER SEPARATE PERMIT; G.C. TO PROVIDE AS REQUIRED AT OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, SUPERIOR INC. 1 800 222-1819 INSULATION, FLASHING AND SEALERS NEW WNDOW&DOOR INSTALLATION & AT STOREFRONT REPAIRS REGULATIONS AND ORDINANCES OF PORTLAND,OREGON EXTERIOR MENU BOX CEMENT BOARD/EXTERIOR GRADE GYP. BD. REATINC TQ sraucruRES AND euILDINcs. INCLUDING FURRING AS REQUIRED MAIN SPRINKLER SERVICE • • - EXTERIOR MENU BOX LIGHT • NATE • • VENDOR WILL PROVIDE AND 11,15EALL G.C. TO CDORDI N TENANT SPACE SPRINKLER SYSTEM • • _ WINDOW TREATMENTS/BUNDS WIN-1 O • O • SUPERVISE; LOCATIONS TO BE APPROVED BY NOODLES C.M. PRIOR TO ALL STRUCRA MDERING MATERIALS EXTERIOR TURKL STEEL FOR NEW • • - ARCHITECTDISTRIBUTION MODIFICATIONS UTILITIES TO RTU UNITS • • - ORDER/PICK-UP SIGNAGE O • • G.C. COORDINATE INSTALL W/NOODLES POURED FOUNDATIONS, CMU BLOCK • • AND INSTALL AS REOD FOR DEMO AND NE_R_T6_WORK_L_ETTff._BY LL UNDER EW WORK. G.ATE C. TOPATCH/REPAIR AT WINDOWS, PROVIDED BY SIGNAGE CO. REFER TO REFER TO WORK LETTER. G.C. CUT/REPAIRAEPLACE AS REO. DUE TO NE DUr TO NEW WORI( Drawn By Checked By - - WINDOW GRAPHICS • 0 SHEET A2.4 AND A3 SHEETS SIDEWALK, PATIO, ETC. • • WORX-INCLUDING PATIO AREA CC TO PATCHAEPAR DUE TO NEW waRK PL, EA, RI AU - - PRIVACY FILM(FD • FROST FOUNDATION AT DOOR • - Scale Date AS DIRECTED BY NOODLES MANAGER.- PERMIT, G.C. TO FROST TINTING ON VESTIBULE GLASS Q 0 0 COORDINATE & PREP G ASS AS NEEDED TO EXTERIOR WALL • ANDLREPAIREDUE ETORATE DEMO AND NEW WORK PATCH AS NOTED 01-06-2015 - - W 10 mffui�l LOW-E FILM • - STOREFRONT AND GLAZING • • • STOREFRONT; G.C. TO COMPLETE REPAIRS AND REWORKING FOR NEW Job N0. - - RAILINGS (INTERIOR) IR-1 • - SPANDREL GLASS • 14-2115 BY L.L. UNDER SEPARATE PERMIT; G.C. TO PATCH - PATIO RAILING & RAIL LIGHTING • EXTERIOR WALL FINISHES • . • • AND REPAIR DUE TO DEMO AND NEW WORK Sheet No. - - PATIO RAILING SHOP DRAWINGS • EXISTING EXTERIOR LIGHTING • • BY L.L. UNDER SEPARATE PERMIT /f►AO . 1 RAIL LIGHTING TRANSFORMER 101 ,Ll` MATERIAL /FINISH SCH EDU LE O MATERIAL /FINISH SCH EDU LE O MATERIAL /FINISH SCH EDU LE O ROOM NAME & NUMBER FLOOR, BASE WALLS CEILING BASE FINISH SCHEDULE r ; ORDER/TO GO RM #109 F-4: PORCELAIN TILE B-2: PORCELAIN TILE BASE MANF: DUR-A-FLEX PRODUCT: POLYCRETE MDB SPECIAL#6501A; X-247-88-1; CONTACT: DUR-A-FLEX STAIN,AND PLASTIC LAMINATE _ I B-1 LEE DZIERANOWSKI �> ' WC-1: FRP CLG-1: 24"X24" SHEETROCK VINYL COLORFAST TOPCOAT BEACHWOOD' STAIN COLOR FROM MILLWORK COMPANY, FOR MILLWORK 1.801.518.5205 STN-1 ' KITCHEN/PREP RM #110 WC-2:STAINLESS STEEL LAY-IN CLG CEILING LOUVERS AND CHAIR RAIL CONTACT MILLWORK SUPPLIER TO DISHWASHING RM #111 F-1: POLYCRETE B-1: POLYCRETE SKYLINE WALNUTSTAIN COLOR FROM MILLWORK COMPANY, FOR ALL CT-1: CERAMIC TILE CLG-5: PAINTED GYP BD CONTACT: DESIGN MATERIALS, INC PROVIDE ONE QT OF STAIN FOR F-IA: POLYCRETE COMMERCIAL DEPARTMENT STN-2 TOUCH UPS KITCHEN/STORAGE#112 g-2 noodles@designmaterials.com CROSSVILLE PORCELAIN STONE COVE BASE TRIM.SERIES: STRUCTURE,SIZE: 6" X 12". OTHER MILLWORK ITEMS i I GROUT: MAPEI #11 SAHARA BEIGE, GROUTJOINTTO BE 1/4"TYP. 303.256.2800 STN-3 'SKYLINE WALNUT' CUSTOM STAIN FOR TABLE TOPS 800.999.TILE(8453) F-1: POLYCRETE VINYL COOLER BASE BY WILSONART'SKYLINE WALNUT' 7964K-12. LAMINATE MUST BE ORDERED IN COOLER RM #113 F-IA: POLYCRETE MANF MFR STAINLESS STEEL MFR STAINLESS STEEL JCHNSONITE 'TRADITIONAL WALL BASE' (OR APPROVED EQUAL MEETING V-1 ASTM F-1861) RUBBER ACCEPTABLE, COLOR:AS LISTED ON A2.4 CLASS A/CLASS 1 PLAM-1 THE -12 MATTE FINISH. NO OTHER FINISH WILL BE ACCEPTED. FOR RESTROOM DOORS AND TO BE USED IN LOCATIONS ENFORCING NSF FLOORING STANDARDS MEN'S TOILET RM #106 CT-1: CERAMIC TILE WOMEN'S TOILET RM #107 F-4: PORCELAIN TILE B-2: PORCELAIN TILE BASE P-1: PAINTED GYP BD CLG-2: PAINTED GYP BD SOLID SURFACE � T11- MANF: DUR-A-FLEX PRODUCT: POLYCRETE MDB SPECIAL#6501A; X-247-88-1; CONTACT: DUR-A-FLEX SS-1 SILESTONE 'ALTAIR', 2CM, SQUARED EDGE 0 _ ENTRY RM# 100 F-1 LEE DZIERANOWSKI i F-2:CARPET TILE WC-4: DECORATIVE FRP COLORFAST TOPCOAT; STANDARD BROADCAST TEXTURE, USED IN WALKWAYS SS-2 DU PONT CORIAN 'DOESKIN' CLG-4 PAINTED P-1 DINING A RM #101 CLG-2: PAINTED GYP BD 1.801.518.5205 w F-3: WALK OFF MAT B-2: PORCELAIN TILE BASE P-3: PAINTED GYP BD z DINING B RM #102 F-4: PORCELAIN TILE P-4: PAINTED GYP BD WALL COVERING N DINING C RM #103 L.L U- SEASONAL PATIO RM #114 EXISTING CONCRETE SLAB N/A STOREFRONT SYSTEM/ BRICK N/A MANF: DUR-A-FLEX PRODUCT: POLYCRETE MD SPECIAL#6501A; X-247-88-1; CONTACT: DUR-A-FLEX FRP: KEMLITE 'GLASBORD-P' WHITE WITH SURFACE SEAL AND WHITE DIVISION ASTM E 84: CLASS C FLAKE SPREAD: O WC-1 LESS THAN 200. SMOKE � Q� F-1A COLORFAST TOPCOAT; NON-ABRASIVE, USED UNDER KITCHEN EQUIPMENT LEE DZIERANOWSKI BARS, INSIDE CORNERS, AND OUTSIDE CORNERS AS NEEDED Q DEVELOPED:450 OR LESS U) NOTE: EXACT FINISH SPECIFICATIONS& NOTES ARE ON SHEET AO.2. G.C.TO REVIEW ALL INFORMATION. 1.801.518.5205 W O LLu REFER TO SHEET A2.4 FOR EXACT WALL& BASE FINISH LOCATIONS, SHEET A2.3 FOR EXACT FLOOR FINISH LOCATIONS AND SHEET A2.5 FOR EXACT CEILING FINISH W LOCATIONS. 18 GUAGE STAINLESS STEEL WALL COVERING. GC TO PROVIDE EDGE CAPS BRIGHT, DIRECTIONAL POLISH: NO. ADHESIVE: CUSTOM NOODLES MODULAR TILE -E ADHESIVE W 24x24; INSTALL WITH QUARTER-TURN WC-2 (J-CHANNEL) OR ROLLED EDGE AS NEEDED. ALL SS SHALL BE SMOOTH WITH 4 FINISH. USE STAINLESS STEEL z < CAULKING SCHEDULE. F-2 ADHESIVE: MASLAND 3200 PRESSURE SENSITIVE ADHESIVE W/ UNILOCK PATTERN NO SHARP EDGES. COLORED CAULK. Z � Z Z BACKING ORDERED AND SUPPLIED BY NOODLES, INSTALLED BY G.C. Q 0 Q (� WALK OFF MAT: MATS INC. #21 -LICHEN, 19.5" x 19.5" DIRECT GLUE ORDERED co W Z ITEMS LISTED BELOW ARE A TYPICAL GENERALIZED LIST, GC TO CAULK ALL EDGES,JUNCTIONS, SEAMS- NOODLES CM FOR EXTENT PRESSURE SENSITIVE GLUE (QUICK WC-3 CUSTOM WALLCOVERING Z W ROOM NAME & NUMBER OR TYPE OF CAULK TO BE USED FOR ITEMS NOT LISTED. F-3 AND SUPPLIED BY NOODLES, INSTALLED BY G.C. INSTALL WITH QUARTER-TURN PATTERN RELEASE GLUE), CLASS A/CLASS 1 O = J ORDER/TO GO RM# 109 CLEAR SILICONE: FRONT OF HOUSE TILE: MANF: CROSSVILLE, PRODUCT: PORCELAIN STONE, CONTACT: DESIGN MATERIALS, INC WC 4 MARLITE ARTIZAN FRP: 'CORONADO' 5415, SOLID FINISH WITH NO SCORE O 1-- � LINES. VERTICAL TRIM: SMALL PROFILE, BRIGHT ALUMINUM FINISH. KITCHEN/PREP RM#110 - BASE TO WALL JUNCTIONS SERIES: STRUCTURE, COLOR: TIMBER AV224, SIZE: 12"X24"; TILE TO BE COMMERCIAL DEPARTMENT V Z M Z Q DISHWASHING RM# 111 -STAINLESS STEEL TO FRP JUNCTIONS F-4 INSTALLED IN RUNNING BOND PATTERN, MANF: MAPEI, COLOR: #11, noodles@designmaterials.com O6 = N V UPHOLSTERY KITCHEN/STORAGE RM#112 -STAINLESS STEEL END CAPS &CORNERS SAHARA BEIGE. GROUT JOINT TO BE 1/4" (TYP) SEALER: AQUAMIX SEALERS 303.256.2800 (n � 06 -SINK TO WALL JUNCTIONS CHOICE 15 GOLD 800.999.TILE (8453) ° TO BE USED ON BANQUETTES U) Q Cl) UPH-1 NASSIMI GLAZE , COLOR: KIWI SGL-007. 54 W. CONTENT: 100/VINYL W -WALL MOUNTED EQUIPMENT JUNCTIONS (PAPER TOWEL HOLDERS, SOAP DISPENSERS, ECO LAB UNITS, ETC) EXTERIOR TILE: MANF: BOOTHS, AND BARSTOOL SEATS : Of J J - ESCUTCHEON PLATES : 18"X18" 8"X E, PRODUCT: CONTINENTAL SLATE, COLOR: W CONTACT: DALTILE NATIONAL RAILINGS _I > O Q =5SAHARA BEIGE. - HOOD SEAMS, HOOD TO WALL JUNCTIONS, HOOD TO HOOD CONNECTIONS F-5 TUSCAN BLUE CGROUT JOINT TO BE 3/8 (TYP)GROUT: MANF: MAPEI, COLOR: #11, ACCOUNTS 1.877.556.5728 U)> C) elf -STANDOFFS TO WALL JUNCTIONS NEW NOODLES RAILING. SEE DETAIL 2/A7.4. PRIME AND PAINT PC-3. GC TO CONTACT: ENVIROTECH O 00 W W W -WHEEL LOCK TO FLOOR JUNCTIONS FOR FLOOR BELOW SPACE: G.C.TO PROVIDE WATERPROOF MEMBRANE R-1 VERIFY WITH NOODLES PM IF EXTERIOR RAIL CAN BE PERMANENTLY 316.684.7600 OR USE LOCAL r Q _ -ALCOVE BY POS INTERIOR CORNERS UNDER ALL ALL QUARRY TILE, BEVERAGE STATION TILE,TOILET TILE AND 12" INSTALLED AT PUBLIC WALK IN URBAN LOCATIONS PRIOR TO INSTALLATION EQUIVILANT 0 �O Ur Q (� INCHES UP ALL ADJACENT WALLS ALSO PROVIDE MEMBRANE 12" ON FLOOR EXISTING RAILINGS: GC TO REUSE/RELOCATE/CUT TO FIT, CLEAN, PRIME, AND z ~ U) WHITE CAULK: AND 5 UP WALL AT ANY REMAINING DEMISING WALLS. G.C. TO PROVIDE ER-1 - FRP TO CEILING JUNCTIONS STRESS CRACK SUPPRESSION AS REQUIRED.TYP. PAINT PC 3 -WALL TILE TO CEILING (GYP. BD. OR LAY-IN CEILING TILE WALL ANGLE) FOR FLOORS THAT ARE NOT CONCRETE: G.C.TO PROVIDE WATERPROOF NR-1 NEW RAILINGS TO MATCH EXISTING RAILINGS. GC TO PRIME AND PAINT PC-3 MEMBRANE UNDER ALL ALL QUARRY TILE, BEVERAGE STATION TILE,TOILET ' o WP-1 TILE AND 12" INCHES UP ALL ADJACENT WALLS ALSO PROVIDE MEMBRANE IR-1 NEW INTERIOR RAILING. RAILINGS TO BE BRUSHED STAINLESS STEEL LAVI INDUSTRIES P/N: A120, U < c o STAINLESS STEEL METALLIC COLORED CAULK: �� D232/3-POST -STAINLESS STEEL TO STAINLESS STEEL JUNCTIONS 12 ON FLOOR AND 5 UP WALL AT ANY REMAINING DEMISING WALLS. G.C. N - TO PROVIDE STRESS CRACK SUPPRESSION, AS REQUIRED. TYP. EXISTING INTERIOR RAILINGS. GC TO REUSE/RELOCATE/CUT TO FIT, CLEAN, (V ay COOLER RM RM #113 FOR SLAB ON GRADE: G.C. TO PROVIDE WATERPROOF MEMBRANE ALONG EIR-1 PRIME,AND PAINT. ° CLEAR SILICONE: WET AREA WALLS AND DEMISING WALLS 12" ON FLOOR AND 12" UP THE -ALL PANEL, WALL, FLOOR JUNCTIONS WALL TYP. AND 5" UP THE DEMISING WALL IN THE DINING AREA. NIR-1 NEW INTERIOR RAILING TO MATCH EXISTING. GC TO PRIME AND PAINT TO C -CAULK INSIDE THE PIPES (SECURITY PIPE, CONDUITS, ETC) GOING INTO THE COOLER AFTER THE WIRES ARE PULLED G.C.TO PROVIDE STRESS CRACK SUPPRESSION ON FLOOR AS REQUIRED.TYP. MATCH a u CERAMIC TILE WINDOW COVERINGS AND SILLS(TYP AT ALL WINDOWS) E MENS TOILETS RM# 106 CLEAR SILICONE: PRODUCT: INSOLROLL INTERIOR SOLAR SCREEN SHADE COLOR: WOMENS TOILETS RM# 107 - EACH PARTITION BRACKET KITCHEN WALL TILE: MANF: CROSSVILLE, SERIES: COLOR BY NUMBERS, WIN-1 CHARCOAL/COCO. FABRIC TYPE: EQUINOX 10%. CONTROL: MANUAL PULL CONTACT: IN .800.4 7 5534TABITHA `c N -GRAB BARS COLOR:TEA FOR TWO WT02 (GL) GLOSS, SIZE: 4"X8" WALL TILE; TILE TO BE CRAWFORD 1.800.447.5534 x100 - BABY CHANGING STATION CT-1 INSTALLED WITH RUNNING BOND PATTERN; BULLNOSE, COVE &TRIM TILES CONTACT: DESIGN MATERIALS, INC CHAIN, METAL. HOUSE: NATURAL ALUMINUM FINISH. MOUNT: SURFACE U a r o - BASE TO WALL TILE TO MATCH GLOSS SPEC; MAPEI GROUT COLOR#47+ CHARCOAL 1/16" JOINT, COMMERCIAL DEPARTMENT -WALL TILE TO PAINTED SURFACE TYP. noodles@designmaterials.com WIN-2 AUTOMATED ROLLING SHADE, COLOR: 9011 PORCELAIN MECHOSHADES.COM - DOOR FRAMES 303.256.2800 - LAV TO WALL JUNCTION 800.999.TILE (8453) WIN-3 LOW-E FILM MANF TBD L Ishh, WHITE CAULK: 1. 1/8" GROUT MAX. AT - SOAP DISPENSER RESTROOMS, BUTT JOINT W/ MIN. REFER TO SHEET A7.4. MAX ENTRY RM# 100 CLEAR SILICONE: MANF: CROSSVILLE, SERIES: COLOR BY NUMBERS, COLOR: TEA FOR TWO GROUT JOINT AT COOK LINE, ALL SIL-1 WOOD SILL, STAINED TO MATCH REST OF MILLWORK (STN-1 OR STN-2) OVERHANG 1/2" WALL GROUT TOM L EPDXY. DINING A RM# 101 - BASE TO WALL JUNCTIONS WT02 (GL) GLOSS, SIZE: 4"X8" WALL TILE;TILE TO BE INSTALLED WITH 2. FOR RANDOM TILE PATTERNS, DINING B RM# 102 -TOP & BOTTOM EDGES OF CHAIR RAIL CT-2 RUNNING BOND PATTERN; BULLNOSE, COVE &TRIM TILES TO MATCH GLOSS M INSTALLER SHALL HAVE 5+YEARS PRIVACY FILM, FROSTED VINYL UNLESS OTHERWISE SPECIFIED BY LL DINING C RM#103 -SILLS SPEC; MAPEI GROUT COLOR#00+WHITE 1/16" JOINT, TYP. EXPERIENCE. PF-1 PROVIDED AND INSTALLED BY SIGN VENDOR ) REFER TO SHEET A2.4 Revisions - MILLWORK SEAMS -STAINLESS STEEL CORNERS 3. WHERE NON-EPDXY GROUT ISISSUED FOR LANDLORD REVIEW -CAULK GAP AT MILLWORK FILLER AT BEVERAGE STATION USED, G.C. TO PROVIDE GROUT 0 01.21.2015 - LOCKING BOXES SEALER CORNER GUARDS02-04-2015 ISSUED FOR PERMIT -WALL HUNG MENU/MARKETING BOARDS/ DISPLAYS Q -VESTIBULE TRANSITIONS INCLUDING FLOOR WALKER &CEILING 1-1/2" X 1-1/2" 18 GA. STAINLESS STEEL CORNER GUARD. FULL HEIGHT FROM - BEVERAGE STATION (STAINLESS STEEL PANELS, WALL SEAMS, BACK SHELF, ETC) PAINT CG-1 BASE TO CEILING IN KITCHEN AREAS Q PAINTED/INTEGRATED COLOR CAULK: OPEN CEILING, RESTROOM WALL COLOR: SHERWIN WILLIAMS 'IRON ORE' SW SEE DETAILS ON SHEETS A7.3 & (ONE OF THE FOLLOWING SYSTEMS FOR INTEGRALLY COLORED CAULKING (OR AN APPROVED ALTERNATE) WILL BE REQUIRED P-1 7069 FINISH: EGGSHELL 5" /7-1/4" /OTHER WIDTH X 1-1/2" DEEP 18 GA STAINLESS STEEL CORNER A7.5. REFER TO A2.4 & INTERIOR A WHERE CAULKING AGAINST A PAINTED SURFACE WITHOUT EXCEPTION: DYNAMITE CLEAR & COLORS SHUR STIK/ST SEALANT GUARD. FULL HEIGHT FROM BASE TO CEILING ON VERTICAL WALLS IN ELEVATIONS FOR PER PLAN Q TECHNOLOGY WWW.GARDNER-GIBSON.COM USING PAINT COLORS INTEGRATED WITH SEALANT OR RED DEVIL CREATE-A-COLOR P 2 GYPD BD CEILINGS AND SOFFITS: SHERWIN WILLIAMS 'SHOJI WHITE' SW 7042 FINISH: EGGSHELL CG 2 KITCHEN AND FRONT HORIZONTAL SOFFIT. FOLLOW CG-3 REQUIREMENT IN COORDINATION. ALL SS CORNER CAULK SYSTEM WWW.REDDEVIL.COM USING PAINT COLORS INTEGRATED WITH SEALANT) PUBLIC AREAS Q -TOP AND BOTTOM OF PAINTED TRIM P-3 WALLS,TYP: SHERWIN WILLIAMS 'VERSATILE GREY' SW 6072 FINISH: EGGSHELL GUARDS SHALL BE PROVIDED AND -CEILING TO WALL JUNCTIONS (AT VESTIBULE, CAULK TO MATCH STOREFRONT FRAME COLOR) INSTALLED BY GC. ALL OUTSIDE QUEUE WALL, MENU SOFFIT&ACCENTS: SHERWIN WILLIAMS 'WHEAT GRASS' CG-3 1" X 1" DEEP 18 GA STAINLESS STEEL CORNER GUARD ABOVE AND BELOW CORNERS, END WALLS AND P-4 SW 6408 FINISH: EGGSHELL CHAIR RAILTO 5'-9" AFF IN PUBLIC AREAS OPENINGS TO HAVE CORNER SEASONAL PATIO RM#114 AS REQUIRED AT EXISTING MATERIALS FOR WEATHER-TIGHT SHELL, COORDINATE SCOPE OF WORK WITH NOODLES CM PRIOR TO GUARDS. CORNER GUARDS TO TD A START OF CONSTRUCTION P-5 PLUS STATION WALL: SHERWIN WILLIAMS 'EXPRESSIVE PLUM' 6271 FINISH: EGGSHELL 1-1/2" X 1-1/2" DEEP 18 GA STAINLESS STEEL CORNER GUARD WITH FLANGE HAVE A SLIGHT BEVEL AT RETURN ��V �C� P 6 LIGHTER CEILING COLOR: SHERWIN WILLIAMS 'FOLKSTONE' SW 6005 FINISH: EGGSHELL ICG-4 TO ACCEPT TILE. FULL HIEGHT FROM BASE TO CEILING (SEE INTERIOR TO WALL r j� NOTE: ELEVATIONS FOR SPECIAL CONDITIONS) )HNA.CHIPMAN C8 EXACT FINISH SPECIFICATIONS & NOTES ARE ON SHEET A0.2. G.C.TO REVIEW ALL INFORMATION. REVIEW CAULKING/JOINT SEALANT SPECIFICATIONS ON THE 'SP' P-7 EXTERIOR COLOR: BENJAMIN MOORE 'FALLEN TIMBER' 994 FINISH: EGGSHELL OR EQUAL 1/4" x i/4" SCHLUTER: QUADEC/Q60E FINISHING PROFILE FOR OUTSIDE r;,,• -» C'? SHEETS. REFER TO SHEET A2.4 FOR EXACT WALL& BASE FINISH LOCATIONS,SHEET A2.3 FOR EXACT FLOOR FINISH LOCATIONS AND SHEET A2.5 FOR EXACT CEILING FINISH p-g EXTERIOR COLOR: BENJAMIN MOORE 'TICONDEROGA TAUPE' 992 FINISH: EGGSHELL OR EQUAL CG-5 CORNERS OF TILED SURFACES AT KITCHEN. FINISH E: STAINLESS STEEL 304 LOCATIONS. - �t: PL1'.INES,IL a CAULKING NOTES P-9 EXTERIOR COLOR: BENJAMIN MOORE 'TROUT GREY' 2124-20 FINISH: EGGSHELL OR EQUAL POWDER COATED METAL P-10 EXTERIOR COLOR: BENJAMIN MOORE 'IRON MOUNTAIN' 2134-30 FINISH: EGGSHELL OR EQUALf `'G 1. SEE JOINT SEALANTS SPECIFICATION FOR CAULKING MATERIALS. CAULK/SEALANTS SHALL BE FOOD SAFE AND/OR CLEANABLE AS REQUIRED IN DIFFERENT AREAS BY PC-1 RED POWDER COAT FOR DOORS:TIGER DRYCAL RAL#3003, GL/SM 12 GA ® �J' CODE. G.C. SHALL SUPPLY AND INSTALL NECESSARY MATERIALS. P-E PAINT TO MATCH EXISTING 2.THE G.C. SHALL SLEEVE, FIRE-STOP, FLASH AND/OR FIRE-CAULK ALL NEW OR EXITING FLOOR, WALL, CEILING OR ROOF PENETRATIONS AT RATED ASSEMBLIES. CEILING CONTACT:TIGER DRYLAC USA PENETRATION ASSEMBLY(S) SHALL MATCH THE PENETRATED FLOOR, WALL, CEILING OR ROOF ASSEMBLY OR BE INSTALLED PER LOCAL CODE AND INSPECTION 1.800.243.8148 02-04-2015 REQUIREMENTS. CLG-1 KITCHEN CEILING TILE: 24"X24" SHEETROCK BRAND LAY-IN CEILING PANEL ASTM E 84; CLASS A; FLAME PC-2 DARK BROWN POWDER COATED METAL CHANNELS:TIGER DRYIAC RAL DATE 06-30-2015 3. THE G.C. SHALL CAULK OR GROUT ALL NEW OR EXITING FLOOR PENETRATIONS. CLIMAPLUS, VINYL; ITEM #3260 COLOR: WHITE;T-BAR 24"x 24" GRID, COLOR: SPREAD: 25; SMOKE DEVELOPED: 50 #8014; SEMI-GLOSS, 20 GA EXPIRATION DATE 4. G.C.TO CLEAR SILICONE CAULK AROUND ALL PIPES, COKE LINE, ETC.THRU CEILING TILES. G.C.TO INTEGRALLY COLORED CAULK AT PENETRATIONS THRU PAINTED WHITE WALL SURFACES. G.C.TO USE FOOD SAFE STAINLESS STEEL COLORED CAULK AT PENETRATIONS THRU STAINLESS STEEL. ARCHITECT " 5. G.C. SHALL CAULK ALL MILLWORK COUNTERS AND EQUIPMENT TO ADJACENT SURFACES WITH SILICONE CAULKING AS NOTED ABOVE OR CLEAR SILICONE CAULK. CLG-2 5/8" GYP. BOARD OVER 6 (MIN.) 16 GA METAL JOISTS @ 16" O.C.TAPE, MUD I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- &SAND FOR SMOOTH FINISH FOR PAINT SEE SPECIFICATION SECTION 9. SEE BROWN POWDER COAT FOR EXTERIOR RAILINGS: PRISMATIC POWDERS, PARED UNDER MY SUPERASION AND THAT TO THE BEST 6. FIXED TABLES ADJACENT TO WALL SHALL HAVE CLEANABLE SEALANT AT WALL/TABLE JUNCTION,TYP. CEILING PLAN FOR FINISH. REFER BELOW TO LOCATION MATERIAL PC-3 WHETSTONE ROCK BRONZE, PWB-2343/KRINKLE. GC TO PROVIDE G.M. WITH REGUCONTACT: NIC INDUSTRIES OF MY ATOMS EDGE,ND ORDINANCES COFPORTLAND,AOREGON LL RULES, 8. SECURE &CAULK ALL HAND SINKS. 7. G.C. CAULK ALL WALL FIXTURES IN KITCHEN, i.e. PAPER TOWEL, SOAP DISPENSER, ETC. REQUIREMENTS: 1 QUART OF TOUCH UP PAINT AT TURNOVER 1.541.826.1422 RELATING TO STRUCTURES AND BUILDINGS. 9. G.C.TO CAULK AT ALL FIXTURES AND EQUIPMENT(FLOOR &WALL)AT ALL RESTROOMS. SEE SCHEDULE ABOVE. INTERIOR DRY LOCATIONS: 5/8" TYPE W GYP BOARD 10. CAULK ALL CEILING ELEMENTS, i.e. MOTION SENSORS, ETC. INTEGRALLY COLORED CAULK AT PAINTED WALL JUNCTIONS, CLEAR SILICONE AT OTHER MATERIAL INTERIOR WET LOCATIONS: 5/8" TYPE W MOISTURE RESISTANT GYP BOARD SPANDREL GLAZING ARCHITECT JUNCTIONS. SHELTERED EXTERIOR CEILING/SOFFIT LOCATIONS: 5/8"TYPE 'X' EXTERIOR 11. G.C.TO CAULK TILE TO CEILING INTERSECTION & INSIDE CORNERS WITH WHITE SILICONE. RATED FOR CEILING/SOFFIT APPLICATION Drawn By Checked By BRONZE INSULATED SPANDREL GLAZING 1" GLASS WITH SILICONE COATING PL, EA, RI AU 12. G.C. SHALL CAULK ALL JUNCTIONS BETWEEN DISSIMILAR MATERIALS. GC SHALL CAULK AT EDGES, RAISED, CORNER OR MITERED JUNCTIONS BETWEEN MATERIALS CLG-3 24"X48" USG, RADAR CLIMAPLUS#2842, W/SLT EDGE, ILLUSION TWO/24 ASTM E 84; CLASS A; FLAME SPANDREL GLAIZING UNIT-OUTBOARD LITE 1/4" SOLARBAN 60 AND INBORD (SIMILAR OR DISSIMILAR). GC SHALL PROVIDE PHYSICAL BARRIER BETWEEN DISSIMILAR METALS,TYPICAL AT INTERIOR & EXTERIOR. SG-1 Scale Date PATTERN PAINTED P-1, T-BAR 24"X48" GRID PAINTED PER COLOR ON SHEET SPREAD: 25; SMOKE DEVELOPED: 50 LITE 1/4" CLEAR FLOAT GLASS WITH 'LAVA BRONZE'#4-975 OPACI-COAT-300 NON-ACIDIC SEALANTS & 13. RUBBER FLOOR PAD UNDER SAFE TO BE BOLTED TO FLOOR &SEALED WITH SILICONE,ALL EDGES. AS NOTED 01-06-2015 14. SEE EXTERIOR ELEVATIONS &SECTIONS FOR EXTERIOR CAULKING/SEALING DETAILS & REQUIREMENTS. G.C.TO PROVIDE & INSTALL CAULK/SEALANTS TO INSURE A2.5 (MIN 6.5 MILS DRY THICKNESS ON SURFACE 2) NEOPRENE GASKETS MUST BE USED WEATHER-TIGHT CONSTRUCTION AT EXTERIOR. CLG-4 24"X24" LAY-IN CEILING, ARMSTRONG FINE FISSURED#1728 WITH 15/16" ASTM E 84; CLASS A; FLAME WITH THE SILICONE OPACIFIER. Job No. 15. PROVIDE SEALANT AT DOOR TRANSITIONS, FRAMES &THRESHOLDS. MATCHING ARMSTRONG GRID SYSTEM; COLOR: BLACK. GRID AND TILE TO BE SPREAD: 25; SMOKE DEVELOPED: 50 CONTACT: OLD CASTLE GLASS 14-2115 PAINTED P-1 CHARCOAL INSULATED SPANDREL GLAZING 1 GLASS WITH SILICONE COATING 1.800.323.2290 (OR APPROVED 16. CAULK ALL EDGES OF STAINLESS STEEL DATA BOX COVERS TO WALL. SPANDREL GLAIZING UNIT- OUTBOARD LITE 1/4" SOLARBAN 60 AND INBORD EQUAL) CLG-5 5/8" GYPSUM BOARD OVER 7/8" METAL HAT CHANNEL @ 16" O.C. & 1 1/2" SG-2 Sheet No. COLD ROLLED CHANNELS; REFER TO A2.2, A4.1 &A7.1 FOR DETAIL(S); REFER LITE 1/4" CLEAR FLOAT GLASS WITH 'WARM GRAY' 0 OPACI-COAT-300 A O . L ^ TO CLG-2 FOR GYPSUM BOARD REQUIREMENTS (MIN 6.5 MILS DRY THICKNESS ON SURFACE 2) H MONITOR /PRINTER LOCATION SMALL WARE ITEMS NOTES 1. G.C. IS RESPONSIBLE FOR INSTALLATION OF EARLY NOODLES SMALL WARE ITEMS 1. VERIFY WITH NOODLES C.M. MONITOR MOUNTING AT ENDS OF PASS THRU 2. G.C. TO CONFIRM LIST WITH NOODLES CONSTRUCTION MANAGER SHELF. NOODLES I.T. TO PROVIDE AND INSTALL MOUNTING BRACKETS 3. G.C. TO CONFIRM BLOCKING/SEALING/CAULKING REQUIREMENTS WITH REQUIRED. NOODLES PROJECT MANAGER " 2. ALL MONITORS SHALL HAVE BRACKET FOR MOUNTING BUMP PAD BELOW. WALK - IN COOLER NOTES 3. REFER TO ELECTRICAL DRAWINGS FOR CONDUIT SPEC, POWERING r RECEPTACLES AND DATA CONDUIT RUNS. 1. COOLER DOOR TO BE 7'-0" HIGH. 2. 84" SHELVING SHALL FIT INSIDE COOLER. 1 4. REFER TO E1.2 FOR J-BOX, CONDUIT, RECEPTACLE, ETC. DETAILS. 3. G.C. TO CONFIRM CONDENSATE LINE LOCATION INSIDE COOLER. 5. MONITOR AND J-BOX MOUNTING HEIGHTS; REFER TO A6.2 & E1.2 FOR CONDENSATE LINE SHALL NOT RENDER SHELVING USELESS. COOKLINE WALL MONITORS. 4. G.C. SHALL CONFIRM LOCATION OF PANIC BUTTON AT COOLER INTERIOR. 6. MONITOR AND J-BOX MOUNTING HEIGHTS - FOR (3) MONITORS AT 5. PROVIDE SILICONE CAULKING AT LIGHT FIXTURE(S) AND CONDUIT TO FOR KITCHEN EQUIPMENT & COOKLINE SIDE OF LOW WALL, TOP OF RECEPTACLE COVER PLATE SHALL LIGHT FIXTURE(S) TO PREVENT CONDENSATION BUILD UP WITHIN FIXTURES SEE SHEETS A1.1A BE AS HIGH AS POSSIBLE - JUST BELOW BOTTOM EDGE OF WALL CAP. FIXTURE(S). & A1.3 6. IF COOLER IS LOCATED IN ABOVE FLOOR BELOW LOCATION, COOLER I 00 7. COVERS FOR DATA BOXES TO BE STAINLESS STEEL WITH BEVELED EDGES SHALL HAVE INSULATED FLOOR WITH INTERNAL RAMP. G.C. TO SHELVING ON STATIONARY ! INSTALLED WITH GASKET ON BACKSIDE TO MAKE WATER TIGHT. CONFIRM W/NOODLES C.M. IF WATER PROOFING MEMBRANE IS POSTS SHALL BE 84" TALL DESIRED UNDER ENTIRE COOLER. WITH BOTTOM SHELF MINIMUM I - W 8. AT SERVICE SIDE OF LOW WALL PRINTER RECEPTACLE(S) SHALL BE AT 7. COOLER SHALL HAVE STRIP CURTAIN AT DOOR OPENING. 6" A.F.F. PROVIDE STAINLESS STEEL BREAK METAL SHROUD AT INSIDE FACE WALL 'INSIDE' OPEN SHELF OF STAINLESS STEEL MILLWORK; COORDINATE 8. I CUT OUT AS NEEDED, LEAVING SMOOTH EDGES; REFER TO A7.2. OF COOLER GLASS DOOR TO PROTECT LIGHT FIXTURE FROM ALL SHELVING VISIBLE TO 0 Q DAMAGES FROM SHELVING. FIELD VERIFY SPACING AND SIZES OF PUBLIC SHALL BE ON 6" HIGH ! 11-- Q SHELVING. CASTERS i U) 0 FOR MONITORS604 GEN . FIXTURE AND EQUIPMENT NOTES SEE ELECTRICALD I Q DRAWINGS FOR MORE i z 1. G.C. TO VERIFY THAT THE ENTIRE SPACE WALL LAYOUT IS INDEED LAID OUT INFORMATION FIRST BEFORE UNDERGROUND PLUMBING STARTS TO VERIFY THAT ALL I Q C3 WALLS AND EQUIPMENT WILL INDEED FIT PER PLAN. G.C. IS TO NOTIFY I Q. U) ARCHITECT & NOODLES CONSTRUCTION MANAGER OF ANY DISCREPANCIES C OR CONFLICTS 7 8 ! G O 2. REFER TO EQUIPMENT SCHEDULE FOR EQUIPMENT SPECIFICATIONS 152'-3j" I O I UzM 3. G.C. TO PROVIDE AND INSTALL J-BOXES) WITH 1" CONDUIT(S) STUBBED I 06 = N z FROM BOX TO ABOVE CEILING BEHIND 'IT' CABINET NEXT TO MANAGER DESK PROVIDE 1/2"0 MEN'S (n ti Q FOR DATA LINES. SEE ELECTRICAL INTERIOR ELEVATIONS FOR ELECTRICAL NEW ELEC. PANEL, DISHWASHING GROMMETS ATI SEE ELEC. DWGS. 106 I I U) Q W 3: w 0- 0') J 111 REQUIREMENTS AT MANAGER'S DESK. CORNER OF SHE I FOR MONITOR ;WIRING.-- ----- - ! J 0 UJ 4. G.C. TO INSTALL A SOLID PVC CAP COVER OVER THE SODA CHASE AT THE BAG IN THE BOX ENDS OF THE SODA CHASE. G.C. WILL DRILL A HOLE IN I Q u) Q THE DOMED CAP LARGE ENOUGH FOR SODA LINES TO BE INSTALLED AND --- ! 7 ii Q ii j O 00 CAULKED AROUND COKE LINES, WRAP AFTER THEY HAVE BEEN INSTALLED; 6 " 7 I 0 N Q x SEE ALSO PLUMBING DRAWINGS o A6.2 A6.2 i ,9 ;A6.1 5 A6.1 ? DINING C I I- LL_ �m 5. CORE DRILL STOOLS AND TABLES WHEN SLAB ON GRADE, BOLT FASTEN oNo --------------------------------- _---- WHEN FLOOR BELOW. SEE DETAILS ON A7 SHEETS o0o O�O� OOU00 OO�OO�� t ---- -- x 0O0 ------- OOOO 024480 OOOO � � -_-- 6. IF REQUIRED, PER HEALTH DEPARTMENT/OTHER PROVIDE SPLASH-GUARDS 0000 00000 00000 0000 - ---- o o . SEPARATING HAND SINKS WITH THE AREA OF SPLASH (APPROXIMATELY 18") F L" o 0 0 010101010!010 0 0 0 o a -.�� F•\ \`� I �� C •o ep 7. G.C. TO COORDINATE INSTALLATION OF HAND SINK FAUCETS W/ PLUMBING o L ' I}__________ DRAWINGS G.C. TO VERIFY THAT ALL HAND SINK FAUCET HANDLES ARE ADA COMPLIANT. PLEASE DISCARD HAND SETS THAT ACCOMPANY BOWLS UNLESS THEY MEET ADA REQUIREMENTS � O u �-o _ ! I a �� VENDOR 110 5 ! ! d , ----- I _ c 8. ICE MACHINE AND FREESTYLE COKE MACHINE INSTALLATION NEEDS TO BE COORDINATED TO HAPPEN SIMULTANEOUSLY WITH PLUMBER AND COKE KITCHEN PREP _ _ 4 3 OF 14 X 53" SHELF � RF Mnl1NTFn Tn FSA f? L---- SHELVING TO E ; 9. G.C. TO PROVIDE SEALANT/CAULKING AS NOTED ON SHEET AO.2 x �- r�x -',: i I I = u o`m WOMEN'S I �o »Q m 10. WATER FILTERS SHALL BE MOUNTED 12" BELOW FINISHED CEILING ! 107 U Q n c. --- ---------- -�!_ ! - 11. ALL PREP TABLE HEIGHTS SHALL BE 34 1/2" TALL. CASTER HEIGHT SHALL U0 i ;',i -- - BE INCLUDED IN OVERALL HEIGHT. KEC TO SUPPLY TABLES. - x - ----------- - ------- x j• ``y"{ * - ' BOOSTER SEAT SHE]L�, 00 =0000m t =iu --r 12. (j)ITEM TAGS CAN BE FOUND ON A2.6 ACCESSORY SCHEDULE -- ----- _ _ ` ' I BY MILLWORK, 4'-8,' r - '%` ' A.F.F., G.C. TO INSTALL via., o ------------------i 1 AND VERIFY 4'-4" _' 13. EQUIPMENT AT KITCHEN/PREP AREA IS SPACED 1" APART, WITH EXCEPTION LD 8 " ° " o o QVED FINISHED I ; I ,0 CLEARANCE BELOW OF PASTA COOKER AND VULCAN BURNERS. PASTA COOKER MIN. 6" FROM x A6.2 COOLER DOOR STAINLESS STEEL ! SUPPORT, COORDINAT - EDGE OF HOOD FOR HOOD CAPTURE. EQUIPMENT SPACING DIMENSIONS TO D0 TO HAVE FUTURE PIECE OF OP'AND ADDS ' ORDER TO GO W NOODLES REP BE COORDINATED WITH KES REQUIREMENTS & FIELD CONDITIONS. REFER TO HOLD OPEN 2 EQUIPMENT, REFER TO _ 1gg ! / EQUIPMENT DRAWINGS FOR KITCHEN EQUIPMENT REQUIREMENTS. REFER TO 109 00o A6.2 A6.2 ELECTRICAL DRAWINGS o ❑I HOOD DRAWINGS FOR KITCHEN EQUIPMENT LOCATION REQUIREMENTS. o 0 223 2 o DISCREPANCIES SHALL BE BROUGHT TO ARCHITECT'S & NOODLES C.M.'S ��o r214�22�!'01PIP +e A6.1 ' Revisions ATTENTION PRIOR TO START OF CONSTRUCTION. o 0 1 3 pQ ; - 000 000 I ie�i � ' � � I I ' I ISSUED FOR LANDLORD REVIEW - ------ __1 =---- ---- - ----------- _ ____ A6.1 ! �01-21-2015 SHELVING AT COOLER 0000 00001 _______ -------- _______ ISS4-2015 PERMIT - -------- ----- --- INTERIOR SHALL HAVE o 24241 �rT CUSTOM PLUS STATION ! 02.04-2015 84" SHELVING ON _- PROVIDED BY MILLWORK i 0 o0 00000000 GC TO iPROVIDE GYP. BD - REFER TO MILLWORK STATIONARY POST o o FRAME[) 'O ENING AROUND o0o I MILLWORK TO MODIFY SHOP DWGS. 0 COOLER o COOLED �C ORS A6.1 3RD POS TO ALLOW r-- - -- '000 30°X CUSTOM WINE DISPLAY I _ Ivo i RQVID •O>BY ;MILLWORK. WATER ISIOFTENER TANK SPACE FOR THE NEW 8 - o �No CONTROL TO BE VISIBLE ALTERNATE SAFE A6.1 DINING B oN� I o� I _ I I;REFER TO MILLWORK SHOP ------ 00o 102 moo I o00 0RAWlNGS_)GC TCj_PROVIDE i % i 0 o0o II i - i i n i BLOC[gNG. REFER TO DETAIL I , o0o I I I I II L 13 A. O --- , ro 0 �oo ----J F E ARE p u u u I --- G.C. TO CORE DRILIL 10 0�0 0`t0 12 C TO V O A6.2 00O 0000000000000 oNo A6.1 I N UTILIZE.DI-_ f NA ARM-_ SEE 8A/A7.3, TYP. STOOLS KITCHEN STORAGE OU2436000 o0o PULLS, SECURITY KEYPADS, - 112 0000.00000 0000 --- STROBES, ETC. ON THE WALL I t4� A�? TO INTERFERE WITH THE G.C. TO BOLT FASTEN FIXED -,� WALL HUNG MENU BOARD TABLES, SEE 9/A7.3, TYP. If A6.2 13 11 I 9 / I ! A6.2 12 A6.1 GC TO PROVIDE CLEANOUTA6.1 C A6.2 ACCESS PANEL ___________ .-=-_ --- - I 3653 H -- _ - -- - - - - - - - - - - - �� - ... I V A l � � 10 , 24x24 0 - i A6 1 i i 1' I OF G 2 x , - ---- -- - I - MILLWORK TO PROVIDE CUSTOM LOUVERED WALL SODA LINE IN CEILING, 6" CONDUIT W / 02-04-2015 (2) 2.5" GROMMETS AND ! PROVIDED AND INSTALLED 6" LONG SWEEP BENDS, CAP BOfiH I� DATE COVER AT EACH SIDE OF BY MILLWORK. REFER TO ENDS, PLUMBER TO GLUE DOMEDI CAP 06-30-2015 NTRY DINING A I �` EXPIRATION THE VERTICAL PANELS AT MILLWORK SHOP DRAWINGS. 100 101 WITH 2" DRILLED HOLE ON EACH! END, SEASONAL PATIO MANAGER DESK TYP. 2" TYP.; SEE ALSO PLUMBING DRANAIINGS, i ARCHITECT Q0 FROM THE BACK WALL. j ! � 2" PVC TO i_- - i W DUCTWORKILANDEPIPING ABOVDINATED 114 HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE IEy _ ----------- ! PARED KNOWLEDNDER MYGE, ,TSAMEN ANDCOMP Y TTO HALL RULES,' OF MV KNOWLEDGE,THE SAME COMPLY WITN ALL RULES, EXTEND 6" FILL BOX LOCATION, G.C. TO NOTIFY TH %NO LES C.M. IF HAND / I REGULATIONS AND ORDINANCES OF PORTLAND,OREGON ABOVE CEILING 2" PVC To MOP SINK - REFER COORDINATE W/ NOODLES PULP-,A SS IN ', 1E"WALL BE/ D RELATING TO STRUCTURES AND BUILDINGS. EXTEND 6" CONNECTION TO TO PLUMBING DWGS C.M. & LANDLORD FOR EXACT I I PRIQf TQ,)START CONSTRU� ON I j I I ABOVE CEILING TANK �`J . s. �� EXTERIOR INTERIOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LOCATION AND FINISHES. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = _ J ARCHITECT CONNECTION TO EXTERIOR INTERIOR SEE DETAIL 1/A1.1 �= TANK Drawn By Checked By 4"X4" J-BOX SURFACE WITH 2" MOUNT STUBBED UP SURFACE 4"X4" J-BOX / PL, EA, RI AU 6"X6"X2" ROUGH IN 4"X4" J-BOX MOUNT _ _ l/ EXTERIOR 6'X6'X2" Scale Date WITH 2" EXTERIOR - -- -----------_ � 1/4"=1'-0" 01-06-2015 J-BOX STUBBED UP J-BOX Job No. EXTERIOR WALL INTERIOR WALL AT TANK ROUGH IN G.C. TO PROVIDE AND INSTALL 14-2115 VINYL COATED AIRCRAFT PA EXTERIOR WALL - CO2 N.T.S. 1 A AT TANK (MIN. 50 FT LENGTH) AND PAD O LOCK TO LOCK UPATIO FIXTURE PLAN TABLES AND CHAIRS, TYP. A Sheet No. REMOTE FILL DETAIL SCALE: 1/4"=l'-O" NORTH A 1 . 1 GENERAL NOTES ARTWORK NOTES ARTWORK SCHEDULE 1. ALL ARTWORK SIZES AND FRAMES NEED TO BE CONFIRMED AND REF. QTY. SIZE DESCRIPTION 1. ALL NEW EQUIPMENT SHALL MEET NSF STANDARDS (NATIONAL COORDINATED WITH NOODLES C.M. 906A 1 41"x41" B&W PHOTO WITH FRAME SANITATION FOUNDATION.) 2. REFER TO A1.1 AND INTERIOR ELEVATIONS FOR ARTWORK LOCATIONS. 3. ALL MOUNTED AT 6'-0" A.F.F. TO CENTERLINE, UNLESS OTHERWISE 9068 1 41"x41" B&W PHOTO WITH FRAME 2. POT SINKS SHALL BE FABRICATED OF QUALITY GRADE MINIMUM NOTED. 906C 1 41"x41" B&W PHOTO WITH FRAME GRADEI6 GAUGE 400 SERIES TYPE STAINLESS STEEL, WITH THREE 4. ARTWORK VENDOR TO COORDINATE & LABEL THE BACKSIDE OF ALL COVE BOWLS LARGE ENOUGH TO ACCOMMODATE LARGEST KITCHEN WALL ART IN CONJUNCTION WITH THE ART SCHEDULE. 906D 1 41"x41" B&W PHOTO WITH FRAME UTENSIL, WITH DUAL DRAIN BOARDS AS LARGE AS THE LARGEST SINK COMPARTMENT. 906E - 41"x41" B&W PHOTO WITH FRAME 3. FOOD PREPARATION SINKS ARE REQUIRED SEPARATE FROM EQUIPMENT SPACING DIMENSIONS TO BE COORDINATED WITH K.E.S. 9066 - 41"x41" B&W PHOTO WITH FRAME r POTWASHING AND HANDSINKS. FOOD PREPARATION SINKS MUST REQUIREMENTS AND FIELD CONDITIONS. REFER TO EQUIPMENT DRAWINGS 906H - B&W PHOTO WITH FRAME FOR KITCHEN EQUIPMENT REQUIREMENTS. REFER TO HOOD DRAWINGS FOR 41"x41" HAVE AN INDIRECT WASTE TO A FLOOR SINK. KITCHEN EQUIPMENT LOCATION REQUIREMENTS. DISCREPANCIES SHALL BE 907 - 29"H x 46 1/2"W 'YWK PLEXI PANELS' 4. ALL ICE MACHINES SHALL BE LOCATED WITHIN THE BUILDING IN AN BROUGHT TO ARCHITECT'S AND NOODLES' CM ATTENTION PRIOR TO START 908 _ CUSTOM VINYL WALL MURAL EASILY CLEANABLE WELL VENTILATED AREA AND SHALL HAVE AN OF CONSTRUCTION. REFER TO GENERAL FIXTURES & EQUIPMENT NOTE #13 INDIRECT WASTE TO A FLOOR SINK. ON A1.1 ARTWORK N0TES 5. ALL FOOD RELATED EQUIPMENT - FOOD SINKS, ICE MACHINES, 1. REFER TO A1.1 AND INTERIOR ELEVATIONS FOR ARTWORK LOCATIONS. REFRIGERATED EQUIPMENT, STEAM EQUIPMENT, COOKING EQUIPMENT, 607 2. ALL MOUNTED AT 6'-0" A.F.F. TO CENTERLINE, UNLESS OTHERWISE 00 ETC. SHALL DRAIN TO A FLOOR SINK BY MEANS OF AN INDIRECT COORDINATE LOCATION OF WIFI BOX NOTED. WASTE WITH A LEGAL AIR GAP. W/ ELECTRICAL DWGS AND 3. ARTWORK VENDOR TO COORDINATE & LABEL THE BACKSIDE OF ALL 6. LIGHTING SHALL BE INSTALLED TO PROVIDE MINIMUM FOOT CANDLES NOODLES CM. WALL ART IN CONJUNCTION WITH THE ART SCHEDULE. Lij REQUIRED PER CODE/LOCAL ORDINANCE/HEALTH DEPARTMENT AT 0L ALL FOOD PREP, WAREWASHING AREAS, ALL WALK-IN REFRIGERATION 218A UNITS, DRY FOOD STORAGE AREAS, LAVATORY AND RESTROOMS, AND 28 0 68 ALL FOOD SALES AREAS. ALL LIGHTING INSIDE EQUIPMENT SHALL BE REFER TO MECHANICAL ROOF PLAN ~ Q OF SHATTERPROOF CONSTRUCTION OR SHALL BE PROTECTED WITH FOR LOCATION OF ICE MACHINE AND U) O SHATTERPROOF SHIELDS AND BE EASILY CLEANABLE. WALK IN COOLER CONDENSERS Of 7. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL MIXING VALVES I W z ON ALL KITCHEN BARSINKS, HANDSINKS, AND ALL LAVATORIES FOR 816 IQ J 110 DEGREE MAX HOT WATER SUPPLY. SEE ARCHITECTURAL AND CONFIRM LOCATION OF TO-GO DISK I z D PLUMBING DRAWINGS. I W/ NOODLES CM I Q � 8. APPROVED VENTILATION THROUGHOUT ALL KITCHEN, DISHWASHING, I C�C z FOOD STORAGE ROOMS, RESTROOMS, AND CHANGING ROOMS SHALL 604 W 7 8 ! G 0 BE PROVIDED REASONABLY FREE FROM EXCESSIVE HEAT, STEAM, __ CONDENSATION, SMOKE, VAPOR, ETC., AND A REASONABLE FOR MONITORS SEE ELECTRICAL ( - - 0 !- CONDITION OF COMFORT FOR ALL EMPLOYEES WORKING WITHIN THE DRAWINGS FOR MORE INFORMATION I U0 FACILITY. 52'-3 " Z N 223 UTILITY HOOD 06 2 N 0 9. WHERE NOISE OR VIBRATION PRODUCING EQUIPMENT (DISHWASHER, FOE PIECE OF EQUIPMENT, DISHWASHING MEN'S fn r-- w DISPOSER, ETC.) IS LOCATED ADJACENT TO DINING AREAS AND/OR REFER TO ELECTRICAL DRAWINGS 111 106 906 I Q o2f AND PUBLIC AREAS, PROVISIONS SHOULD BE MADE BY GENERAL 903 W CONTRACTOR TO SOUND PROOF COMMON WALLS. -- - - __ -_ _ ---- - ---- ..-. ___- _ ------_------ i J > O W 10. SLEEVES TO BE PROVIDED BY GENERAL CONTRACTOR IN ALL WALLS, 0 520 342 364A I ( (n FLOOR AND CEILINGS FOR ALL LINES (DRAIN, REFRIGERATION, ETC.) o00 345 275 343 342/ 364 496A 365 �\ i i 906B I 0 TO PASS THROUGH AND RESEAL AFTER LINES ARE RUN. PROVIDE 346 496B 350 154 ii ! I I 0 CV < X ESCUTCHEON PLATES WHERE APPROPRIATE. oo ! 461 50 i / I I >�' O - �� 429 1 _- 3 A 819 I I 4 1 -- DINING C I o - -_ - -- i i 8-17 103 z r � 11. ALL FINISHED BUILDING DIMENSIONS SHALL BE VERIFIED BEFORE N B I 0000 00000 00000 0000 h FABRICATION AND/OR INSTALLATION OF EQUIPMENT AND FIXTURES. 0��00244800000 X' I FE=1 0000 OOOOO 00000 0000 (TYP. OF 12. ALL ADJOINING EQUIPMENT AND COUNTERS SHALL BE SEALED " TOGETHER TO PREVENT ENTRANCE OF MOISTURE AND VERMIN. ALL 1) ------- - EQUIPMENT SHALL BE SMOOTHLY SEALED TO WALLS. FREE STANDING = 810 I .� a00000000 "0000 L_ j-,rf UNITS SHALL BE REMOVABLE AND EASILY ACCESSIBLE FOR o } ----------- --- Vl N CLEANING. 363 OPP kp( 500A 180 906D 803 I ~ =Q x o 363A Y'i v 13. ALL WORKING SURFACES SHALL BE SMOOTH AND IMPERVIOUS. 461 I 227A 14. ALL CUTTING BOARDS SHALL BE SANITARY NSF APPROVED CUTTING 302 ? X45 604 221 ( I I 0 SURFACES. KITCH;NO PREP 497 220 244 300 244 603 222A ! ! > ,-, - Oo4 304 604 - -23-t- 15. 23fi 222 I: I I 15. ALL REFRIGERATED AND HEATED FOOD HOLDING EQUIPMENT SHALL ;_ _ 4 I _ o T -- t oa BE PROVIDED WITH THERMOMETERS WHICH ARE EASILY READABLE. 350 T 606 1 1 429 I /'.0 `'" -1 IA WOMEN'S I -= u o»< 350A - 241 L 107 U Q n o m I 16. STORAGE SHELVING SHALL HAVE THE LOWEST SHELF SET AT A MINIMUM OF 6" ABOVE THE FINISHED FLOOR. L / -- '- 65 - �./ _ - - - - - - - -- - - 604-- - - � 4 -i� T I �` 18 � � i 819 � 17. STORAGE SHELVING, OTHER THAN WIRE OR SOLID FLAT METAL, MUST 461 -� - -- 218 - - _ -- 606 x �. yi . 708 x 218B � � + BE PROVIDED WITH A SMOOTH SURFACE, AND HAVE A _ _ _____-_ __ ____ 52 I NON-ABSORBENT AND NON-TOXIC FINISH. 322 � 1 � II II n 18. ALL FLOOR MOUNTED FOOD SERVICE EQUIPMENT, SUCH AS WORK CC, u i 1 TABLES, COUNTERS, ETC., SHALL BE MOUNTED ON MINIMUM 6" HIGH x 212 -- NSF APPROVED STAINLESS STEEL LEGS WITH ADJUSTABLE BULLET w 00 906A 212A ! FEET. ALL CUSTOM FABRICATED STAINLESS STEEL WORK TABLES AND o ORDER TO GO 199 814 155 224 106 COUNTERS PLACED AGAINST WALLS SHALL HAVE BACK SPLASHES C. 109 00o i 202 200 352 196 AND/OR RISERS SEALED TO WALL. UNLESS OTHERWISE SPECIFIED, 368 o i i 120 MOBILE COOKING EQUIPMENT SHALL BE MOUNTED ON NSF APPROVED 00000 I 429 ouooNE I ;o p ' 121 1 I Revisions CASTERS AND EQUIPPED WITH AGA APPROVED GAS HOSES, o 0 2424 24241 1 i [�; CONNECTORS, AND RESTRAINING DEVICES AS SUPPLIED BY THE �_ 0000 0000 0000 0000 �' ----- - 108 I 122 � I Q ISSUED FOR LANDLORD REVIEW - - I1 01212015 K.E.C. -------- SSUEDFO PERMIT 000 0000 0000 - ------ - ----- ------- ----------- --------- 433 2424 1 703 TYP I 02.04-2015 19. PENETRATIONS INTO WALK IN COOLER SHALL BE PROVIDED WITH owo 286 OHIO 600/601 i I 600/60 600/60 137/721 OF 3 ESCUTCHEON PLATES BY CONTRACTOR. ��o /602 1 107 /602 /602 (TYP. OF (TYP. OF 251 1) 701 TYP 133E(F)/726 1 20. FINAL CONNECTIONS TO ALL EQUIPMENT BY PLUMBING CONTRACTOR, °o0 101 102 101 102 103 104 ) Q COOLER r-----i OF 34 INCLUDING REQUIRED MATERIALS, SUCH AS STOPS, VALVES, FILTERS, o0O� CO 1 ao xae° I (TYP. OF 5) - _ 113 0 ._ 131 1135 721 1132 135 721 131 Q TRAPS, CHECK VALVES, PRESSURE REDUCING VALVES, PIPING, 490 o�v i i N - 707 TYP NTNG ESCUTCHEON PLATES, TUBING, ETC. -- - 138 DI B 214 0 - --r -- - --L.. - - j OF 10 102 i i Q i i - 21. SPRINKLER HEADS IN WALK-IN FREEZER AND COOLER BOXES MUST - 499 440 o I_ n 5 n L r BE PROVIDED AND ADEQUATELY PROTECTED AGAINST FREEZING, BY i oo� I 286A I to I ! O 1 6-TOP �} 4-TQP° 1 _ Q 491 �roo m� IN o I 'iv g'-0" 1 4,_0,iy 111 492 ods a= 806 I I GENERAL CONTRACTOR.CONTRACTOR. I I r - I u - u u u, 22. REMOVAL OF WINDOWS, WINDOW FRAMES AND CENTER DOOR POST o 793 ��vo 000000000000 �N° i i 7 i 2 KITCHEN STORAGE AS REQUIRED FOR ENTRY OF EQUIPMENT INTO TENANT SPACE SHALL _m -o0 0002436000 Il BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 112 150 0000 00000 0000 2' 6„ 23. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR FE-1 620 495 (1TYP/70F ADDITIONAL INFORMATION. 792 690 605 494 7) 2,_6" 794 691 461 493 T I v 5.3653 r { k0 r o A - - - -r- - --� - -, - = - - - - -- - - - I ES PLAINES,IL - - - - - 811 11 o �i 2 3 4 ! (,- 24x24 0 FE-1 -T¢PIi -TOP 4-TOP 4-TOP --5, ! lS~ p 47 i. �� -- --J I , d FO O -------------- 498 ----------498 580 / 02-04-2015 795E ! t / I DATE 796 367 I 803 06.30-2015 ENTRY DINING A ( EXPIRATION DATE 801 100 101 810 SEASONAL PATIO ARCHITECT F1-1-411 810 i 1 1 HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- 1 PARED UNDER MY SUPERVISION AND THAT TO THE BEST -� - ' OF MV KNOWLEDGE,THE SAME COMPLY WITN ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGON - RELATING TO STRUCTURES AND BUILDINGS. _ I I I I I II - - - - - _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J ARCHITECT 766 765 Drawn By Checked By (TYP. OF (TYP. OF PL, EA, RI AU 6) 14) Scale Date 1/4"=1'-0" 01-06-2015 Job No. 14-2115 FIXTURE PLAN & EQUIPMENT PLAN Sheet No. A SCALE: 1/77=1'-O" NORTH Al . 1 A CORE DRILL/ BOLT TYPICAL TABLE LEG FASTEN NOTE: ORIENTATION I G.C. TO BOLT FASTEN ORIENTATION OFTABLE LEG, TYP. TABLES IF FLOOR =1 BELOW, TYP. G.C. 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OWNER GC 350 2 HAND SINK-STANDARD ELKAY EHS-I4-SS GC TO DISCARD MANF'S FAUCET KES KES •� ... a m 139 1 6-TOP OVAL TABLE MILLWORK MANF - OVAL 30" MILLWORK GC WITH 131X GOOSENECK,AND GC TO DISCARD 803 2 DOOR GRAPHICS-PATIO IMAGINEPRINT OVALLOGO LOGO AND NO SMOKING SCRIPT OWNER GC U) „r FIXED COUNTER HEIGHT COMMUNITY B-WH6-H&B-WH6-C WRIST FAUCET SHIPPED 804 0 STANDARD WINE DISPLAY MILLWORK MANF - - 48"W X 4"D 48" ^ 140 0 TABLE MILLWORK MANF - VARIES,SEE PLAN 36" MILLWORK GC 350A 2 HAND SINK FAUCET T&S B-1115 ACTION HANDLES X WITH SINK GC GC MILLWORK GC o! \' .. 0 v FIXED BAR HEIGHTCOMMUNITY 351 0 HANDSINK-WIDE ELKAY EH518-SS GC TO DISCARD MANF'S FAUCET KES KES 805 0 NARROW WINE DISPLAY MILLWORK MANF - 19.5"W X 4"D 48" MILLWORK GC L•^� o_`0 141 0 TABLE MILLWORK MANF - VARIES,SEE PLAN 42" MILLWORK GC MILLWORK GC °tl MILLWORK TO TAG BANQUETTE 352 1 HAND SINK-ALL-IN-ONE JOHN BOOS PBHS-ADA-P-STD GC TO DISCARD PLANE'S FAUCET X KES KES 806 1 WELCOME WALL MENU MILLWORK MANF - 78"W 49" V .o SECTIONS ON SHOP DRAWINGS 14-2C18X24-R/L-1 806A 1 WELCOME WALL MENU GRAPHIC IMAGINEPRINT - - OWNER GC w ya AND ON SECTIONS WHEN 363 1 2-COMP PREP SINK ELKAY I 8-X W-LEVER DRAINS X KES GC WINDOW-MOUNTED MENU- HOWARD SHIPPED,GC TO INSTALL PER - - 807 0 HORIZONTAL COMPANY 48"W 24" OWNER GC0.2 ^ w SHOP DRAWING 363A 1 2-COMP FAUCET T&S B-0231 BY GC X GC GC =-=N � a 142 807A 0 WINDOW-MOUNTED MENU-GRAPHIC IMAGINEPRINT - OWNER GC 0 BANQUETTE SEATING MILLWORK MANF - CONFIGURATION VARIES MILLWORK GC - 364 1 3-COMP SINK ELKAY 14-3C38%24-2-18 W/LEVER DRAINS X VERIFY SIZE ON PLAN KES GC = U o d ^ WINDOW-MOUNTED MENU- HOWARD 143 0 U-SHAPED BOOTH MILLWORK MANF - (2)L-SHAPED SECTIONS VARIES MILLWORK GC BY GC. WITH 064X 16"SWING ^ ym 364A 1 3-COMP FAUCET T&S B-0231 NOZZLE X GC GC 808 0 VERTICAL-PULL UP COMPANY - 15" 45" OWNER GC U SEEARCHELEVS,SECTIONS,& - 144 ' CHAIR RAIL MILLWORK MANF - DETAILS - - MILLWORK GC B-262,TYPE 304 808A 0 WINDOW-MOUNTED MENU-GRAPHIC IMAGINEPRINT - OWNER GC SEE ARCH ELEVS,SECTIONS,& 365 2 KITCHEN PAPER TOWEL DISPENSER BOBRICK S/S X GC GC 809 0 WINDOW DISPLAY SIGN SIGN VENDOR - ILLUMINATED WINDOW SIGN OWNER GC 145 ' WINDOWSILL MILLWORK MANF - DETAILS - 3/4" MILLWORK GC FRAMELESS SNEEZE GUARD 810 3 "NO ALCOHOL BEYOND THIS POINT" IMAGINEPRINT - MAY BE MOUNTEDATPATIO OWNER GC SEE ARCH ELEVS,SECTIONS,& 366 0 U-CHANNEL US HORIZON AU-HP38-BC X GC GC SIGN RAILING OR PLACED ON PATIO 146 " WALL CAP MILLWORK MANF - DETAILS - - MILLWORK GC MOUNT ON SIDE WALLAT MOP DOOR--SEE PLANS FOR FIRE EXTINGUISHER MOUNTING SEE ARCH ELEVS,SECTIONS,& SINK.SHIPS WITH SMALLWARES LOCATION 147 ' BLOCK MILLWORK MANF - DETAILS 5.25"X5.25" - MILLWORK GC 367 1 MOP HOLDER RUBBERMAID 660110 ORDER OWNER GC 811 1 TENET PANEL HOWARD - - 30" 48" OWNER GC SEE ARCH ELEVS,SECTIONS,& 368 2 COFFEE MAKER NESPRESSO ZENIUS LOCATED AT PLUS STN OR BOH X X OWNER GC COMPANY 148 ' PAINTSTOP MILLWORK MANF - DETAILS - - MILLWORK GC COMES WITH SMALLWARES 811A 1 TENET PANEL GRAPHIC IMAGINEPRINT - - OWNER GC SEE ARCH ELEVS,SECTIONS,& 369 0 CATERING CART RUBBERMAID - ORDER % 40.5%x 26"W 36"H OWNER OWNER 149 ' DECORATIVE FAP WAINSCOT MILLWORK MANF - DETAILS - - MILLWORK GC 812 0 MAGNETIC POSTER HOWARD - - 32" 60" OWNER GC 429-432 7 FLOOR SHELVING METRO SIZE PER PLAN X KES KES COMPANY (2)PCS-(1)UPPER CABINET AND 812A 0 MAGNETIC POSTER GRAPHIC IMAGINEPRINT - - OWNER GC (1)LOWER DESK.PROVIDE(3)2" 433 1 LIQUOR CAGE METRO SIZE PER PLAN - % KES KES 150 1 MANAGER'S DESK MILLWORK MANF - GROMMET WITH COVER 48"X24" 94' MILLWORK GC 813 0 MAGNETIC POSTER-SMALL HOWARD - - 24" 45" OWNER GC SEE ELEVATIONS FOR 440 6 WALK IN COOLER SHELVING METRO SIZE PER PLAN - X KES KES COMPANY Revisions 151 0 BOOSTER SEATSHELF-LINEAR MILLWORK MANF - MOUNTING HEIGHT MILLWORK GC 442 1 SLACK RACK WASSERSTROM AL-18208 BY NOODLES&COMPANY X X OWNER OWNER 813 0 MAGNETIC POSTER-SMALL GRAPHIC IMAGINEPRINT - - OWNER GC SEE ELEVATIONS FOR ISSUED FOR LANDLORD REVIEW 152 1 BOOSTER SEAT SHELF-ANGLED MILLWORK MANF - MOUNTING HEIGHT MILLWORK GC 460-465 6 WALL MOUNTED SHELVING METRO SIZE PER PLAN - X KES KES 814 1 MENU BOARD HOWARD - MENU BOARDS AND PANEL 120.5" 36" OWNER GC �01-21-2015 COMPANY SYSTEM ISSUED FOR PERMIT 153 0 WINE RACK QUEUE DIVIDER MILLWORK MANF - WINE DISPLAY QUEUE DIVIDER 76"x17" MILLWORK GC 490 1 BAG&BOX RACK CORNELIUS 2RACKS STACK COKE COKE 814A 1 MENU GRAPHIC IMAGINEPRINT - OWNER GC EASYOPEN SNAPFRAME,SILVER, COORDINATE EXTERIOR 02-04-2015 154 1 LICENSE FRAME TESTRITE VISUAL ME7-S-M MATTE 22"X28" MILLWORK GC SURFACE MOUNTED BOX WITH 815 0 DOOR GRAPHICS-TO GO IMAGINE PRINT - - OWNER GC Q 155 1 PASS THROUGH TOP MILLWORK MANF - MILLWORK GC NOODLES CONSTRUCTION MGR; 8160 TO-GO DISK IMAGINEPRINT - - OWNER GC TANK INSIDE RESTAURANT,NOT Q SEE SHEET P2.0 FOR COMPLETE MVE 300#TANK, OUTSIDE.PLASTIC BOOT ON ALL 817 0 MENU DISPLAY BOX AARCO - SEMI-RECESSED WITH CLEAR 18"%2.25" 48" OWNER GC 180 2 RESTROOM SINK KOHLER K-2084-0 SPECS 20"L X 18"W GC GC 491 1 BULK CO2 NUCO2 NUCO2 TANKS 20"DIA 47" NUCO2 NUCO2 PRODUCTS ANODIZED FRAME 193 0 3-DOOR PRODUCE COOLER RANDELL 2031 - X X X KES KES TANK INSIDE RESTAURANT,NOT 818 0 MENU DISPLAY BOX GRAPHIC IMAGINE PRINT CUSTOM MAGNETIC 15" 45" OWNER GC Q OUTSIDE.PLASTIC BOOT ON ALL 194 0 1-DOOR PRODUCE COOLER RANDELL 2011 - X X X KES KES 492 1 BACK UP BULK CO2 NUCO2 NUCO2 TANKS,CHAIN TO WALL 8"DIA 47" N0002 NUCO2 819 2 MEN'S/WOMEN'S RESTROOM SIGN IMAGINEPRINT CUSTOM WITH BRAILLE AND HC SYMBOL. 15" 45" OWNER GC Q 195 0 2-DOOR PRODUCE COOLER RANDELL 2021 - X % % KES KES 493 1 WATER SOFTENER RACK PVI SDR1824-8 - X 24"W X 18"D X 8" AQUASERVE AQUASERVE 820 0 UNISEX RESTROOM SIGN IMAGINEPRINT CUSTOM SEE SHEET A2.6 15" 45" OWNER GC UNOERCOUNTER REFRIGERATOR FOR 494 1 WATER SOFTENER RACK SMALL PVI SDR1818-8 - % 1811W X18"DX 8" AQUASERVE AQUASERVE 821 0 CALIFORNIA MEN'S/WOMEN'S IMAGINEPRINT CUSTOM Q 196 1 PLUS GLASTENDER FV24 - X X KES KES (2)TRCLE SI NSFORW MEN'' SEE DWGS SEE OWNER GC (2)30"DIA AND(1) RESTROOM SIGN (2)CIRCLE SIGNS FOR WOMEN'S DWGS 197 0 RUNNER STATION 2-DOOR COOLER GLASTENDER BB60-H - X % % KES KES 495 1 WATER SOFTENING SYSTEM AQUASERVE CWS 9100 X 18"DIA TANKS 8" AQUASERVE AQUASERVE 822 0 CATERING WALL MILLWORK MANF 49"HX 17"W OWNER GC UNDERCOUNTER REFRIGERATOR-3RD 496A 1 SCOUT WASH SYSTEM ECOLAB ECOLAB ECOLAB 822A 0 CATERING WALL GRAPHIC IMAGINEPRINT OWNER GC 198 0 POS PLUS TRUE TUC-24 - X X KES KES 199 1 RUNNER STATION ELKAY CUSTOM CABINET BASE X KES KES 4968 1 QUAT WASH SYSTEM ECOLAB ECOLAB ECOLAB 823 0 CATERING WALL WINDOW CLING IMAGINE PRINT OWNER GC ^ � CABINET BASE W/CONTROL 497 1 VICTORY WASH SYSTEM ECOLAB - ECOLAB ECOLAB 903 2 EMPLOYEE BULLETIN BOARDS - - - OWNER GC O 200 1 RUNNER STATION WITH SOUP APRON ELKAY CUSTOM CUTOUTS % KES KES498 1 CLEANING SYSTEM ECOLAB OASIS - ECOLAB ECOLAB 906 4 ARTWORK-B&W IMAGES NEW - REFER TO Al.l FOR ARTWORK 41"X41" OWNER GC - +,�'` 201 0 57"RUNNER STATION ELKAY CUSTOM CABINET BASE X KES KES DIMENSIONS TYPE AND LOCATION w�`r TL 499 1 WATER FILTER ECOLAB ICE 1405 - X ECOLAB ECOLAB 907 0 ARTWORK'YWK'-PLEXI PANEL HOWARD SET OF 3 PANELS AS ONE SET 46.5"W X29"H OWNER GC -- .�'Y''wIAN \i' 202 1 SS PASS SHELF FRAME ELKAY CUSTOM - X KES KES REFER TO MECH COMPANY C� 203 0 SOUP WELLTABLE ELKAY CUSTOM - % KES KES 500 0 EXHAUST HOOD W/ANSUL CAPTIVE-AIRF TYPE ISLAND W/UTILITY CAB DWGS OWNER GC 908 0 ARTWORK-VINYL GRAPHICS SIGN VENDOR CUSTOM VARIES OWNER SIGN .3 REFER TO MECH VENDOR p 204 0 HOT HOLDING CABINET F.W.E TS-1826-14 - X KES KES 500A 1 EXHAUST HOODW/ANSUL CAPTIVE-AIRE TYPE IHOOD W/UTILITY CAB DWGS OWNER GC _Dl :.ti- UNES,..�:S,iL 212 1 FREESTYLE BEVERAGE DISPENSER COCA-COLA FREESTYLE - % % COKE COKE REFER TO MECH S'j ry 501 0 EXHAUST HOOD W/ANSUL CAPTIVE-AIRE TYPE II HOOD - DWGS OWNER GC <i� MOUNTON TOP OF ITEM 212. REFER TO MECH '� WATER SUPPLIED BY ITEM 499, 520 1 DISHWASHER HOOD CAPTIVE-AIRE TYPE II HOOD - DWGS OWNER GC 212A 1 FREESTYLE ICE DISPENSER MANITOWOC IY-0524A SELF-CONTAINED X X KES KES REFER TO MECH 213 1 ICED TEA DISPENSER BUNN ITB-DD (3)URNS BY VENDOR X X VENDOR VENDOR 521 0 PASTA COOKER HOOD CAPTIVE-AIRE TYPE II HOOD DWGS OWNER GC 214 1 WATER BOOSTER PUMP COCA-COLA - BY VENDOR X COKE COKE BRADFORD GENERAL NOTES 580 1 WATER HEATER WHITE EF-l00T-199 GC GC 02-04-2015 218 1 ICE MACHINE IN BOH MANITOWOC IY-1474C - X % KES KES 600 3 CASH REGISTER - - - - - OWNER OWNER OATS 0630.2015 218A 1 ICE MACHINE CONDENSER MANITOWOC ICDV-1495 - X X KES KES EXPIRATION DATE 602 3 PRINTER - - - - - OWNER OWNER 1. FOR ALL WALL MOUNTED SHELVING RUNNING CONTINUOUSLY, USE (1) "MID UNIT/AW" BRACKET INSTEAD OF (2) "END UNITS/SW" 2180 1 ICE BIN FOLLETT SG-1000-36 INCL ICE PADDLE X X KES KES 602 3 ORD ER MONITOR/PAD EPSON - - - OWNER OWNER BRACKETS BETWEEN UNITS. ARCHITECT W CASTERS,GAS CONNECTOR 2. EVERYTHING IS SUPPLIED AND INSTALLED BY G.C. EXCEPT AS NOTED ON EQUIPMENT SCHEDULE. HAT THESE PLANS HAVE BEEN PRE- KIT,WATER HOATING 603 1 ZAP COOK TIMER - - - OWNER GC 3. ALL SOAP DISPENSERS, SAN JAMAR PAPER TOWEL DISPENSERS ARE PROVIDED BY OWNER AND INSTALLED BY G.C. PHARED HEREBY TMYY IFYsu ERMSION DTHA TO THE BEST 220 2 PASTA COOKER FRYMASTER GWCSC APPLIANCE LOCATING DEVICE X X KES KES 604 5 FLAT DISPLAY MONITOR - - - - - OWNER OWNER 4. COORDINATE CO2 FILL BOX LOCATION WITH PRAXAIR. OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, 221 1 E LECTR IC G RI LL P R ESS VULCAN EV12-12G208NDLS BY KES X X X KES KES COORDINATE WITH NOODLES 5. ANSUL SYSTEM SUPPLIER TO PROVIDE EXTINGUISHERS PER LOCAL CODE. REGULATIONSAND ORDINANCES OF PORTLAND,OREGON 24"GRIDDLE,2-OVEN BURNER 605 1 IT BOX TRIPP LITE SRW12US CM&IT DEPT 23.63"W X21.6"D 25" OWNER OWNER 6. BAG IN THE BOX, BULK CO2, BACK-UP BULK CO2, CLEANING SYSTEM, SOUND SYSTEM: G.C. WILL SUPERVISE INSTALL CONSISTENT WITH RELATING TO STRUCTURES AND BUILDINGS. W/CONVECTION OVEN BASE. PLAN. G.C. TO VERIFY WITH NOODLES & COMPANY CONSTRUCTION MANAGER. 222 1 RANGE WITH GRIDDLE TOP VULCAN 36C-2B-24G-N INCLUDES GAS CONNECTOR KIT X X X KES KES 606 2 MONITOR SADDLE ENVIROTECH SITS ON LOW WALL OWNER OWNER 7, SEE ARCHITECTURAL PLANS, ELEVATIONS, SECTIONS & DETAILS. 222A 1 STAND OFF SHELF FOR VULCAN ELKAY W5416 - X X KES KES 607 1 WIFI BOX OWNER OWNER 8. ALL GRILL LINE EQUIPMENT TO BE ON CASTERS. SEE FLOOR FINISH PLAN FOR LOCATION OF FLOOR TRACKS. ARCHITECT 608 2 MONITOR BRACKET WALL MOUNT OWNER OWNER 9. G.C./ ALL VENDORS TO VERIFY QUANTITIES PRIOR TO ORDERING. Drawn B Checked B 223 0 WARMING DRAWER ALTO SHAMM 500-IDN FuruREusE,TYP - - 10. GALVANIZED LEGS ARE NOT PERMITTED ON LEGS AT EQUIPMENT AND LOWER SHELVING. ENSURE THAT ALL LEGS AND LOWER SHELVING Y Y 224 4 DROP IN SOUP WARMER-SMALL WELLS SS-4TDU - X X KES KES 610 1 FAX MACHINE BROTHERS M1190 - - - OWNER OWNER ARE THE APPROVED NSF STAINLESS STEEL. PL, EA, RI AU 225 0 DROP IN SOUP WARMER-LARGE WELLS SS-10TDU - X X KES KES ENVYSION 615 0 DVR FOR SECURITY SECURITY ENVYSIONEnVR not provided for all restaurants OWNER OWNER Scale Date W/3-HOLEAOAPOVIDERTE BY NOTES ABBREVIATIONS AS NOTED 01-06-2015 SMALLWARES PROVIDER.DER. 616 0 MONITOR FOR SECURITY CAMERA FGSD-1022P PLANET not provided for all restaurants OWNER OWNER 226 0 COUNTER TOP SOUP WARMER APWWYOTT W-3V ADAPTER PLATE#14886 X % KES KES 617 0 CAMERA FOR SECURITY SNC-DH110 SONY not provided for all restaurants OWNER OWNER Job No. GHPW-2HI/98464 EQUIPMENT ISMAILED TO MOOD MOOD 14-2115 227 1 2-BURNER RANGE BAKERS PRIDE 100 INCLUDES GAS CONNECTOR KIT % % KES KES 620 1 SOUND SYSTEM MOOD MEDIA STORE - - MEDIA MEDIA G.C. RESPONSIBLE FOR ALL EQUIPMENT/FIXTURE/ SIGNAGE FINAL OWNER = NOODLES & COMPANY GHPW-3HI/98464 690 1 OFFICE SYSTEM DELL OPITPLEXGXl - - OWNER OWNER CONNECTIONS ON WATER, GAS, ELECTRICAL, CONDENSATE, FLOOR/HUB G.C. = GENERAL CONTRACTOR 227A 2 3-BURNER RANGE BAKERS PRIDE 200 INCLUDES GAS CONNECTOR KIT X X KES KES DRAINS-FLOOR SINKS (FOR ALL FIXTURES/ EQUIPMENT/ HOODS/ Sheet No. #31348M-L/R 691 1 OFFICE PRINTER HP DESKJET 8100 - - - OWNER OWNER COOLERS AND OPENINGS), AND ALL ROOFTOP EQUIPMENT (RTU'S). L.L. = LANDLORD 231 1 THREE BAY HOT FOOD TABLE RANDELL NOOD 3-WELL WITH RETHERMALIZER X % KES KES 701 34 DINING CHAIR MTS 189-UPS-NC - - OWNER GC RETHERMALIZER FOR 3 BAY HOT K.E.S. = KITCHEN EQUIPMENT SUPPLIER 231A 1 FOOD TABLE HATCO FR2-9BNOOD INCLUDES WATER HOSE X I X KES KES 702 0 FREESTANDING BARSTOOL-LOW WILDWOOD 24" KES GC GENERAL NOTES CALL BEFORE DIGGING BLOCKING NOTE: t 1. FIELD VERIFY BASE BUILDING DIMENSIONS AND DOOR LOCATIONS. REPORT SITE EXCAVATION: NEW WALL- G.C. TO INSTALL BLOCKING PRIOR TO INSTALLATION OF GYP. BD. DISCREPANCIES TO ARCHITECT PRIOR TO BEGINNING OF INTERIOR G.C. SHALL CONTACT LOCAL UTILITIES PRIOR TO ANY SITE EXCAVATION. LOCAL EXISTING WALL- G.C. TO CUT EXISTING GYP. BD. ALONG WALLS FOR INSTALLATION CONSTRUCTION. 2. ALL INTERIOR DIMENSIONS ARE FROM FACE OF GYP. BD. TO FACE OF GYP. BD UTILITIES SHALL VISIT SITE TO LOCATE AND MARK UTILITY LINE LOCATIONS. G.C. OF BLOCKING ' - UNLESS OTHERWISE NOTED. SHALL HAVE REPRESENTATIVE PRESENT AT UTILITY MARKING SITE VISITS. 3. HEIGHT OF WALLS ARE MEASURED FROM FINISHED FLOOR UNLESS OTHERWISE EXISTING DEMISING WALL- G.C. TO INSTALL CHAIR RAIL DIRECTLY INTO EXISTING NOTED INTERIOR EXCAVATION: STUDS W/ APPROPRIATE SIZE SCREWS. 4. HOLD METAL STUDS (FOR FULL HEIGHT WALLS) 1/2" SHORT OF EXISTING, G.C. SHALL DETERMINE TO EXTENTS POSSIBLE, INCLUDING CONTACTING L.L. TO RETURNS- G.C. TO PROVIDE MITERED RETURN AT ALL CHAIR RAIL OUTSIDE AD DEFLECTION TRACK, STRUCTURE ABOVE TO ALLOW FOR DEFLECTION. PROVIDE RESEARCH OTHER TENANT CONSTRUCTION, THE LOCATION OF INTERIOR UNDER CORNERS AND MITERED JOINT AT ALL INSIDE CORNERS CROSS BRACING FOR STABILITY. DO NOT ATTACH METAL STUDS TO TOP PLATE 00SLAB ELECTRIC AND PLUMBING LINES. TAKE CARE TO NOT DAMAGE DURING y METAL TRACK. CONSTRUCTION. DAMAGE SHALL BE REPAIRED BY G.C. OR SUBCONTRACTOR. PLUS STATION- G.C. TO PROVIDE & INSTALL BLOCKING - REFER TO DETAIL ON 5. FIRE TREAT STRUCTURAL WOOD MEMBERS PER AWPA STANDARDS. SHEET A7.4 6. CONTRACTOR SHALL VERIFY UTILITY LOCATIONS IN SLAB PRIOR TO MAKING PENETRATIONS. CONTRACTOR SHALL OBTAIN LANDLORD APPROVALS AS REQUIRED. CONTRACTOR SHALL ADJUST PENETRATION LOCATIONS AS REQUIRED SIGNAGE NOTE: BY FIELD CONDITIONS. INSECT AND RODENT CONTROL 7. CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRICADE/VISUAL SCREENS IN AWNING AND SIGNAGE SHALL BE INSTALLED BY SIGNAGE COMPANY UNDER ACCORDANCE W/OWNER AND O.H.S.A. REQUIREMENTS. 1. ALL MASONRY OR CEMENT FOUNDATIONS MUST BE RODENT PROOF. SEPARATE PERMIT. G.C. SHALL COORDINATE WITH SIGNAGE COMPANY. G.C. TO 8. ALL SAFETY GLASS (TEMPERED, LAMINATED, ETC.) SHALL BE PERMANENTLY 2. COVER ALL BUILDING VENTS WITH A MINIMUM OF 16 MESH PER INCH PROVIDE & INSTALL BLOCKING & ACCESS PANELS AS NECESSARY. ALLOW FOR LABELED TO INDICATE THE TYPE OF GLASS AND THE SAFETY GLASS STANDARD WIRE SCREEN FOR RODENT CONTROL. THRU-BOLTING AT MASONRY WALL CONSTRUCTION. ACCESS PANEL SHALL BE 00 TO WHICH IT COMPLIES. 3. SEAL OPENINGS INTO THE FOUNDATION AND EXTERIOR WALLS AROUND BABCOCK DAVIS OR EQUAL. USE BXT SERIES FOR EXTERNAL APPLICATION. 9. G.C. TO VERIFY THAT THE ENTIRE SPACE WALL LAYOUT IS INDEED LAID OUT PIPES, WIRES OR CONDUITS. FIRST BEFORE UNDERGROUND PLUMBING STARTS TO VERIFY THAT ALL WALLS 4. TIGHTLY SEAL THE OPENING AROUND CONDUITS OR PIPELINES ENTERING w Cf) AND EQUIPMENT WILL INDEED FIT PER PLAN. G.C. IS TO NOTIFY ARCHITECT THE WALL, CEILING OR FLOOR. J AND NOODLES CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR CONFLICTS 5. ALL DELIVERY DOORS HEADING TO THE OUTSIDE MUST BE SELF-CLOSING LL 10. G.C. TO PROVIDE SEALANT/CAULKING AS NOTED ON SHEET AO.2. AND TIGHT FITTING. CEILING & SOFFIT FRAMING: O Q REFER TO REQUIREMENTS AT STUD NOTES ON A2.2 AND CEILING MATERIAL LEGEND ll- ON ON A2.5 AND CEILING SECTION ON MATERIAL/FINISH SCHEDULE ON SHEET AO.2 U) 0 GENERAL WORK CONDITION NOTES z ?d Q 1. G.C. SHALL COMPLY WITH LOCAL MUNICIPALITY CONSTRUCTION RULES/ 152'-34" Q ORDINANCES LIMITING HOURS OF CONSTRUCTION, ROW PARKING RULES, ETC. Q 2. G.C. SHALL KEEP SITE AND SHARED SPACES (PARKING LOT(S), CORRIDORS, V.I.F. U) J ROOF, ETC.) CLEAN AND ORGANIZED TO ALLOW OTHER TENANTS TO PERFORM CC Z THEIR WORK CONCURRENTLY. NECESSARY DISRUPTIONS OF NEIGHBOR Lt 7 L1 EXISTING DEMISING WALL BY L.L. TO B G O REMAIN. G.C. TO PATCH AND REPAIR TO � ACTIVITIES MUST D COORDINATED WITH AND APPROVED BY LANDLORD/ D O MUNICIPALITY IN ADVANCE. 11 AR CLEARANCE BOX SHOULD 11 AR MAINTAIN RATING AS NECESSARY, TYP. 3. ACTIVITY SHALL NOT NEGATIVELY IMPACT THE NEIGHBORING PROPERTIES. 2 AR BE 36" IN FRONT OF 2 AR Z M Q UNPLANNED DAMAGE TO NEIGHBORING PROPERTY(S) SHALL BE REPAIRED AT ELEC. PANELS GC TO INSTALL DE TYPE X E 0S 2 N J GYP BD ON INSIDE OF DEMISING COST TO RESPONSIBLE PARTY(S). H1 DISHWASHING H1 LINE OF MEN'S WALL. GC TO TAPE AN FIRE H CO a 4. G.C. SHALL MAINTAIN A CLEAN WORK SITE (DEBRIS REMOVED DAILY) WITH E 111 E HEADER 106 CAULK ALL OPENINGS Q O MATERIAL OFF FLOOR & ON MATERIAL DOLLIES/ CARTS. IF SITE IS NOT ABOVE 7' 6" 5" MAINTAIN FIRE RATING I 11 AR W MAINTAINED AS REQUIRED, NOODLES C.M. WILL MAKE ARRANGEMENTS TO -__- -__ _____ __L__ _.-. -_.--. .. -_-. __-_- ___-_ _ _ __- -- -. J O - ------- -- ---- ------- - --- ---------- ------- -- -- -- TAKE CARE OF THE ISSUE(S) AND COSTS WILL BE CHARGED TO THE G.C. a ------- --`- ---- AR Q � _ (n 12 NEW ELEC. PANEL, \ �. LLJ Z SEE ELEC. DWGS. ( 8'-4" 3 1 3 43'-113" \\ .I A2.6 �'�\ ,, '1 �3 N O V- Q GENERAL CONSTRUCTION NOTES a I1 l2 H1 L C , 111A , _ �♦ \ kms i z Q 1. REFER TO SHEET A2.2 FOR DOOR NOTES, DOOR SCHEDULES, DOOR TYPES & in AR AR I 3' 2" 3' 9" �' \ Nf A4.1 24'-0' I DI 103 C o WALL TYPE SCHEDULES. G.C. SHALL CONTACT LOCAL INSPECTOR PRIOR TO HOLD HOLD I --- a THE START OF CONSTRUCTION TO CONFIRM THE USE OF FIRE TREATED 'I PLYWOOD BEHIND STAINLESS STEEL PANELS AT THE HOOD IS ACCEPTABLE -- ----- I- / w CONSTRUCTION. ° _____ ;;, tO6A I > Cn C U o c --- 2. G.C. TO COORDINATE IN- WINDOW COVERING LOCATION WITH NOODLES - -- � -� -"-"- " -- I * ' PROJECT COORDINATOR FIELD. 3'-1' :O 7r C, , „ g' rn � •N _ GC TO INSTALL 5/8" TYPE X 3. PRIOR TO CONSTRUCTION START, G.C. IS TO VERIFY IF ALL EXISTING GLAZING � / I HOLD OLD'i 8 I z GYP BD. ON INSIDE OF DEMISING LINE OF n I Q� d ARE INTACT OR BROKEN. LANDLORD REPLACE BROKEN GLAZING WITH NEW TO WALL. GC TO TAPE AND FIRE ( HEADER ABOVE -`�� u I I * I a 103A MATCH EXISTING. b _ o w _ CAULK ALL OPENINGS TO -'` \ a 1 4. G.C. TO LAYOUT ALL WALLS AND IN-FLOOR PLUMBING PRIOR TO FRAMING. 3 A �/ C "I I I o � COORDINATING SOFFIT WITH WALL LOCATIONS SHALL BE COMMUNICATED TO MAINTAIN FIRE RATING / /J \ I - I o ALL SUB-CONTRACTORS PRIOR TO THE START OF THEIR SCOPE OF WORK. KITCHEN PREP I © I d ° a a NOTIFY ARCHITECT OF DISCREPANCIES OR CONFLICTS. 110 o 1. _ _ _ , 1 ------- W - ° 5. G.C. TO COORDINATE KNOX BOX LOCATION WITH NOODLES CONSTRUCTION A� 3 2 3 i I 1 07A I I z Q= N ° N MANAGER AND LOCAL FIRE DEPARTMENT, A7.2 A7.2 A7.2 I u 6. SEE CONCRETE CONTROL JOINT REQUIREMENTS ON A7.4 FOR NEW CONCRETE I, I O WOMEN'S o • Q a',, 107 ^ v POURS AND NEW CONCRETE PATCHING OF EXISTING CONCRETE. _ _ _ _ _ _ _ _ _ _ - _ _ - _ - - I V Q H c - 7. FOR SOFFIT FRAMING AND GYP.BD., G.C. SHALL COORDINATE INFORMATION Q ----- - I !- - - ----- - - -- - - - ---- - - - - - - - - - -♦� -I- - 3 GIVEN ON ALL SHEETS IN SET, SEE G1.1 FOR SHEET INDEX. RCP IS ON A2.5, \- I ° 5' S' `6 1 2 9t" 6'-9 „ E INTERIOR ELEVATIONS ON A6 SHEETS, SECTIONS AND DETAILS ON A2.2, A4, _ _ ° _ I A5 & A7 SHEETS. CONTACT ARCHITECT WITH QUESTIONS FOR SCOPE OF WORK LINE OF I I D" _ tH H ORDETAIL QUESTIONS PRIOR TO THE START OF CONSTRUCTION. HEADER ABOVE + C * L \\\� - I1 AR 8. A.R. - AS REQUIRED I I -----._.9. G.C. TO VERIFY IF LOCATION HAS WORKING FROST PROOF HOSE BIB WITHIN I I - � I2 AR 150' OF NOODLES PROPOSED PATIO LOCATION. IF EXISTING HOSE BIB IS I N 3 ,7'-0' 20'-10' 1 AVAILABLE FOR NOODLES DURING OPERATION, NEW HOSE BIB WILL NOT NEED o HOLD ♦ 1'-0" ;n HOLD 1'-0' HOLD ` ' '-5" 6 TO BE INSTALLED. CONFIRM WITH NOODLES CONSTRUCTION MANAGER. N ORDERO�TO GO IOLD N o 1 \: � _ _ _ _ _ _ _ _ _ _ _ _ _ �♦ I o I 1 EXISTING DEMISING I I ( 5 c I O = I ✓ A3.2 Revisions N WALL BY L.L. TO 1 j Q ° I o I LINE OF ISSUED FOR LANDLORD REVIEW NOTE: REMAIN. G.C. TO eta n A7.5 I SOFFIT 01 NOODLES G.C. TO CONFIRM n _____________ __ ___ ___ ISSUE PERMIT - -- 1 C _ I IAB VE -21-2015 PATCH AND REPAIR I ----- ---- - r - U0 --1 ----- ISSUED STATE OF EXISTING n TO MAINTAIN LINE OF I PERIMETER WALLS. RATING AS I HEADER ♦ _ _ _ _ _ _ _ ♦ z 02.04-2015 NOODLES G.C. TO PROVIDE ` - - NECESSARY, TYP. ABOVE I illl1 -r _ - _ 18'_64" 8'-6" d 11' 2'-2" 7' 1 „ Q I 0 AND INSTALL ALL NECESSARY METAL STUDS, o i ' 1^ n METAL FURRING, COOLER I LINE OF LINE OF 7a 0 SOFFIT SOFFIT 2 1 so xaB^ 1 z 0 ABOVE ABOVE A7,3 1 INSULATION, VAPOR 113 4'-54" ' 1' 1''-3 ' -- 1 a --- BARRIERS AND GYP BOARD AT WALLS BEHIND HWH & CO2 DINING Bw TO GET WALLS READY TO TANKS PROVIDE MIN. 16GA. STUDS i ABOVE 102 > � ACCEPT NOODLES FINISHES WITH DOUBLE STUDS AT EVERY I i i ; I I I I n I 1 n n n I 3 � I I I 11 I i I I 11 � ' I i KICKER & TANK CONNECTION; SEE i I _ � I I 1 , , � �_____� ;}i ;{i 11+1 1 A I � I 1 MEP DWGS. FOR ANCHORING i u u u u N z Stx.GC 1 NOTE: TANKS TO WALL, TYP. o - I ___ Aa C1 o COORDINATE LOCATION KITCHEN STORAGE J w AND TYPE OF KNOX BOX 112 ------ - --- - y � O GENERAL CONTRACTOR TO _ , � GC TO PROVIDE BLOCKING -- - - ' Lu � D A 4 AND INSTALL I i �I WITH NOODLES MENU BOARD WALL HUNG o� R� CONSTRUCTION MANAGER COOLER IS I ( - - - - S 3 � 8 AND LOCAL FIRE ♦ 1 w LOCATED OVER NEW STOREFRONT T, , A7.4 6 DEPARTMENT SLAB ON GRADE 4'-54" d' I SYSTEM & GLAZING E1 z I NA.CN.2MAN Cl I NOTE: F3 - - _ - - _ _ - LJJ - NOODLES GC TO PROVIDE ;;;L�,IL 0 v � ABOVE Q QR I - - - - I -1, I;_ 1 -r __1 _ ANDINSTALL1" NEWV COORDINATE WITH 1 NOODLES C.M. LOCATIONS AR o 1 5'-12a -� xi INSULATED GLAZING AND �}� 1 �.- NEW STOREFRONT SYSTEM, OF INTERIOR AND L1 11 12 H1 E F3 A OVE 4., 1 3„ 1 REFER TO SHEET A3.1 FOR ®g 4'-5 4' 17 EXTERIOR SPEAKERS N 3 I' , � -- -1 AfY } ! MORE INFORMATION ' � BOVE BELOW - ---- --- -- - --- ---- _- A1 6'-3 5' 3'-54" 3'-2 C1 Vt 11 S E1 i 02-04.2015 N I ♦♦ DATE 4 1 100A I ABOVE 101 A 06-30-2015 7 4 ♦�`/ �\j . ENTRY DINING A ! EXPIRATION DATE r' I1 I2 H E 7 I1 I2 H E AR AR AR AR ABOVE ♦ _ _ _ 100 A2.1 A3.1 101 SEASONAL PATIO ARCHITECT 28'-10 V.LE 114 HEREBY CERTIFY THAT THESE PIANS HAVE BEEN PRE- 3 -O 3 -0 3'-11 'V.LF PARED UNDER MY SUPERVISION AND THAT TO THE BEST DOOR NEW STOREFRONT ------- OR--- EW STOREFRON OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, 5 REGULATIONS AND ORDINANCES OF PORTLAND,OREGON r AT WALLS BEHIND HWH & ^� 2 A7.4 CO2 TANKS PROVIDE MIN. RELATING TO STRUCTURES AND BUILDINGS. 16GA. STUDS WITH DOUBLE 100A STUDS AT EVERY KICKER & '' ARCHITECT WALL LEGEND TANK CONNECTION; SEE MEP DWGS. FOR ANCHORING Drawn By Checked By I NEW WALL TANKS TO WALL, TYP. PL, EA, RI AU 39'-0j"V.I.F Scale Date EXISTING WALL TO REMAIN NEW STOREFRONT SYSTEM AND GLAZING AS NOTED 01-06-2015 Job No. -� - - NEW LOW WALL 14-2115 B ENLARGED ENTRY PLAN DIMENSION FLOOR PLAN SCALE: 1/2"=1'-0" NORTH Sheet No. G> SCALE: 1/4"=1'-0" NORTH A2 . 1 WALL TYPES 8c NOTES 3 5/8" MTL. STUD FRAMING 0 16" O.C. FULL EXISTING WALLS/GLAZING SYSTEMS TO REMAIN. PROVIDE MIN. 6 MIL. POLY VAPOR BARRIER ON SPECIAL CONDITION WALL FINISH NOTES: 5/8" TYPE "X" GYP. BD. Al OE <0 NEW ALUMINUM STOREFRONT F R EQUAL) CLEAR ANODIZED Q (TYP. BOTH SIDES) HEIGHT TO ROOF DECK ABOVE G.C. TO PATCH/REPAIR ANY DAMAGED AREAS ALUMINUM STOREFRONT W/ 1" INSULATED WARM SIDE DIRECTLY BEHIND GYP. BD. G.C. TO FOLLOW WALL FINISHES LISTED BELOW FOR ALL WALLS FRAME - PAINTED 3 5/8" MTL. STUD FRAMING 0 16" O.C. TO DUE TO DEMOLITION OR NEW CONSTRUCTION. GLAZING (PPG SOLARBAN 60 SOLAR CONTROL TYP. ALONG ALL WINDOWS. PROVIDE 2 TO 3" KITCHEN WALLS (BACK OF HOUSE) +6" ABOVE CEILING TYP. APPLY NEW FINISHES AS SHOWN. LOW-E GLASS OR EQUAL AS REQUIRED BY CAVITY SPACE BETWEEN EXIST. STOREFRONT SERVICE COUNTER WALLS FLOOR TO CEILING 3 5/8" X 16 GA. SYSTEM & NEW STUD CONSTRUCTION. CAVITY TO METAL STUD FRAMING 3 5/8" MTL. STUD FRAMING 0 16" O.C. LOW F1 7/8" HAT CHANNEL ® 16" O.C. LOCAL & NATIONAL CODE). PROPERLY CAULK BE CONTINUOUS UP TO ROOF DECK. G.C. TO PROVIDE 1 LAYER OF 5/8" DUROCK UP TO 2'-0" A.F.F., 5/8" OF FIRE RETARDANT PLYWOOD (ICBO #ER 4943 P) 16 GA. METAL STUD ' FULL HEIGHT TO ROOF DECK ABOVE & SEAL STOREFRONT BOTH SIDES TYP. ABOVE THE DUROCK UP TO 6" ABOVE CEILING. WALLS UP TO DECK TO RECEIVE 5/8" TYPE WALLS, HEIGHT AS NOTED ON PLANS/SECTIONS VERIFY THERE ARE NO EXTERIOR WALL POCKETS X GYP. BD. ABOVE THE F.R.T. PLYWOOD. TAPE SPACKLE AND PREP TO RECEIVE FINISHES AS W/ 5/8" GYP. BD. mom► 7/8" HAT CHANNEL ® 16" O.C. TO +6" NEW VISTAWALL (OR EQUAL) ALUMINUM ALONG THE EXISTING WINDOWS/EXTERIOR WALLS SPECIFIED. 'HILTI' ON OR DS SHOT EACH SIDE 4 3 5/8" 1 HR RATED WALL PER UL DESIGN N0. ABOVE CEILING STOREFRONT, MATCH EXISTING FINISH W 1 4" WHERE NEW WALLS ARE BEING BUILT. THESE PIN 1" EMBEDMENT INTOap U432 / / AREAS ARE TO BE KITCHEN WALLS (FULL TILE AND BEHIND HOOD) 5/8" GYP. BD. OVER EXISTING THICK GLAZING. PROTECTED REPAIRED/SEALED WITH CAPS OR PROVIDE 1 LAYER OF 5/8" DUROCK OVER STUDS WITH FIRE TREATED WOOD BLOCKING AS SLAB AT 24" O.C. 3 5/8" MTL. STUD FRAMING ® 16" O.C. TO WALL/COLUMN/OTHER / (LC.B.O. /(2388) T +6" ABOVE CEILING & WINDOWS. PROVIDE 2 S4 NEW VISTAWALL (OR EQUAL) CLEAR ANODIZED DRIPS/SEALANT TO PREVENT WATER FROM NECESSARY BETWEEN STUDS TO 3" CAVITY SPACE BETWEEN EXIST. 5/8" CONCRETE B.D. OVER EXISTING ALUMINUM STOREFRONT W/ 1/4" THICK GLAZING. ENTERING THE CAVITY. TYP. ONT. 16 GA. BOTTOM 5/8" GYPSUM BOARD 4 TOILET ROOM WALLS FLOOR TO CEILING TRACK (ICBO #ER 4943 P) TENANT SIDE BY STOREFRONT SYSTEM & NEW STUD CONST. WALL/COLUMN/OTHER. PROVIDE INSULATION S5 APPLY OPAQUE FILM OVER INTERIOR OF PROVIDE 1 LAYER OF 5/8" DUROCK UP TO LINE OF TILE & MOISTURE RESISTANT GYP. BD. TO GENERAL CONTRACTOR CAVITY TO BE CONTINUOUS UP TO ROOF DECK. IF ON EXTERIOR. EXISTING GLAZING. FILM MUST ADHERE TO 6" ABOVE CEILING. WALLS UP TO DECK TO RECEIVE 5/8" TYPE X GYP. BD. ABOVE THE FLOORING & BASE DOOR - SEE 4" MTL. STUD FRAMING ® 16" O.C. FULL 5/8" EXTERIOR GRADE SHEATHING. OVER GLAZING PROPERLY AND STAY IN PLACE, ONCE MOISTURE RESISTANT GYP. BD. TAPE SPACKLE AND PREP TO RECEIVE FINISHES AS 6" X 6" X 1/2" QUARRY / " - I MATERIAL (SEE PLANS) SCHEDULE HEIGHT TO ROOF DECK ABOVE EXISTING WALL/COLUMN/OTHER. PROVIDE WALLS ARE UP REPAIR WILL NOT BE POSSIBLE. SPECIFIED. J TILE BASE, THIN SET TO 4" MTL. STUD FRAMING ® 16" O.C. TO +6" INSULATION IF ON EXTERIOR. NEW CONSTRUCTION MUST NOT BE VISIBLE FROM DRYWALL WHERE OCCURS EXTERIOR, SEE AO.2 PF-1 FOR COLOR SPEC. DINING WALLS/SOFFITS FLOOR TO CEILING ABOVE CEILING G1 EXISTING GLAZING TO BE REPLACED WITH NEW PROVIDE 1 LAYER 5/8" TYPE X GYP. BD. UP TO 6" ABOVE CEILING. WALLS UP TO DECK TO / ) CONCRETE SLAB O GLAZING, COLOR TO MATCH EXISTING. S6 APPLY EXTERIOR GRAPHICS FILM OVER 4" MTL. STUD FRAMING 0 16" O.C. LOW STOREFRONT (GLAZING & MULLIONS). BY CONTINUE W/ 5/8" TYPE X GYP. BD.. TAPE SPACKLE AND PREP TO RECEIVE FINISHES AS TYP. BOTTOM OF TYPICAL H.M. DOOR HEAD & JAMB WALLS, HEIGHT AT NOTED ON PLANS/SECTIONS G EXISTING GLAZING TO BE REPLACED NTH SIGNAGE CONTRACTOR SPECIFIED. 5 SCALE: 3• = 1'-0" 7A 00 SPANDREL GLAZING, COLOR TO BE DETERMINED GLAZING NOTE: ALL DOOR GLAZING & EXTERIOR DEMISING WALLS: SEE 11 FOR MIN, R-VALUE PARTITION DETAIL 81 1 1/2" MTL STUD FURRING ® 16" O.C. FULL AR = AS REQUIRED. G.C. TO CONFIRM TURNOVER HEIGHT TO ROOF DECK ABOVE O EXISTING EXTERIOR/PERIMETER WALLS G.0 TO GLAZING SURROUNDING ALL DOORS TO BE CONDITION OF EXISTING WALL FINISHES WALL ADJACENT TO CEILING TILE/GYP BD CEILING: PROVIDE 1 LAYER 5/8" TYPE X GYP. BD., TEMPERED. SAFETY GLAZING AS REQUIRED RIGID/BATT INSULATION & 6 MIL VAPOR BARRIER ON WARM SIDE AT EXTERIOR WALLS ONLY NOTE: 1 1/2" MTL STUD FURRING 0 16" O.C. TO +6" VERIFY IF FRAMING, GYP. BD., INSULATION & BY CODE. 1 W VAPOR BARRIER AT EXTERIOR WALLS ONLY UP TO 6" ABOVE CEILING (UNLESS LISTED OTHERWISE NOTED ABOVE). A� � WALL BRACES 5/8" GYPSUM BOARD 0/ 0/ ABOVE CEILING ((("J - A7.1 SHALL NOT BE 3 5/8" X 16 GA. MTL. EXTEND TO DECK/CEILING IN THESE AREAS. � NEW "FRAMELESS" SNEEZE GUARD GLAZING WALLS OPEN TO DECK: ALL WALL FINISHES TO CONTINUE TO DECK. PROVIDE/EXTEND �� CONNECTED TO STUDS ® 16" O.C. 1 5/8" MTL STUD FRAMING ® 16" O.C. TO IF NOT G.0 TO EXTEND MATERIALS TO SYSTEM; GLAZING TO TOE CLEAR a" SAFETY STUD NOTES MTL.STUDS, 5/8" TYPE X GYP. BD., RIGID INSULATION/BATT INSULATION BETWEEN FRAMING ` ` ANY BOTTOM O +6' ABOVE CEILING DECK/CEILING AS REQUIRED. SEE SPECIAL GLASS SET IN "US HORIZON" CLEAR ANODIZED ON ALL WALLS WHERE FINISHES DO NOT EXIST, AS WELL AS A 6 MIL. VAPOR BARRIER ON `\`\ CHORD OF ROOF PROVIDE DBL. STUDS OF ^ 0 CONDITIONS EXTERIOR. ALUMINUM GLAZING CHANNEL AU-HP38-BC WI WARM SIDE AT EXTERIOR WALLS ONLY, TYP. TAPE SPACKLE AND PREP TO RECEIVE FINISHES . TRUSS, TYP. 16 GA. ® JAMB v J 1 5/8" MTL STUD FRAMING ® 16" O.C. FULL H1 EXISTING DEMISING WALLS G.0 TO VERIFY IF "LOCTITE" GLASS GLUE; GLAZING CORNERS TO UP TO WALL STUD SPACING AS SPECIFIED. \ ` S.S. PANEL TO ALIGN W/ �' J HEIGHT TO ROOF DECK ABOVE FRAMING, GYP. BD., INSULATION & VAPOR ABUT AND BE SEALED. 12'-5" 362S125-33 20 GA 16 ` ` ` TOP TRIM, TYP. w BARRIER AT DEMISING WALLS ONLY EXTEND TO 13'-6" 3625125-33 20 GA 16' GENERAL N0TES METAL CHANNEL STUD PROVIDE INSULATION IN WALL 6" MTL. STUD FRAMING ® 16" O.C. FULL DECK/CEILING IN THESE AREAS. IF NOT G.0 TO 11 15'-6' 3625125-33 20 GA 12" 1. ALL METAL STUDS SHALL BE ANGELES METAL STUDS AS PER ICBG REPORT NO ER-1715P � � ;� TOP TRACK + � STL. ANCHOR ANGLE C1 1 }" FURRING = MIN. R9.8 ` ` / RAMSET TO SLAB Q Lu HEIGHT TO ROOF DECK ABOVE EXTEND MATERIALS TO DECK CEILING AS 16'-11 3625162-33 20 GA 12" 3 5 8" 16 GA. DECK/CEILING STUD= STUD = MIN. R-15 OR EQUAL, NOTE ALL SUBSTITUTIONS SHALL BE APPROVED BY ARCHITECT. ` / DIAGONAL BRACING. ® Z REQUIRED. SEE SPECIAL CONDITIONS DEMISING 19'-8" 3625162-54 16 GA 12 STAINLESS STEEL 6" MTL. STUD FRAMING ® 16" O.C. TO +6" 6" STUD= MIN. R-21 48" O.C. ® 45' WALL NOTES. 26'-7' 6005162-54 16 GA 16" 2. STUD-TO-SLAB FASTENERS SHALL BE "HILTI" BRAND SDF OR ESF SERIES, POWDER FRAME BY DOOR MFR. ABOVE CEILING 8" STUD= MIN R-29 ALTERNATE SIDES � � U L1 DEMISING WALL: FRAMING AND GYP. BD. BY ACTUATED FASTENERS, PER ICC-ESR-1663 OR EQUAL 20 GA. S.S. WALL PANEL BEYOND (J� 6" MTL. STUD FRAMING ® 16" O.C. LOW NOTES: z LANDLORD. PROVIDE FOAM INSULATION ALONG SUSP. CLG. SYSTEM SEE C z (n WALLS, HEIGHT AS NOTED ON PLANS/SECTIONS 2 CORRUGATED METAL DECK, FILL IN HOLES FOR 1. PARTITION SIZING SCHEDULE (UNLESS NOTED 3. STUD-TO-STUD, TO EXIST. STRUCTURE FASTENERS SHALL BE "I.T.W. BUILDEX" REFLECTED CEILING DBL. ACTING DOOR. G W * PROVIDE SOUND INSULATION OTHERWISE ON DRAWINGS). SELF-TAPPING TEK-SCREWS 0 PLAN O 6" 2 HR RATED WALL PER UL DESIGN N0: O SMOOTH PAINTED SURFACE FINISH. SPRAY O I- O Q C4 2. DRYWALL SCREWS TO BE "GRABBER" ICBO METAL STUDS (SEE (� U495 INSULATION SHALL BE CLASS A FIRE RATED, #ER5280 OR EQUAL. / NEW VISTAWALL (OR EQUAL) ALUMINUM 4. PROVIDE 5/8" WATER RESISTANT GYPSUM BOARD AT ALL WET AREAS AS INDICATED ON `/ O W 8" MTL. STUD FRAMING 0 16" O.C. FULL S1 STOREFRONT, MATCH EXISTING FINISH W/ 1" PROVIDE MIN. 2" TIGERFOAM (800-664-0063) 3. STUDS ON EXTERIOR WALL CONSTRUCTION TO BE DRAWINGS. TAPE, SEAL AND PREP TO ACCEPT FINISH. SHEET A2.1) TYPICAL DOUBLE ACTING DOOR HEAD ,,x Z M D1 HEIGHT TO ROOF DECK ABOVE INSULATED GLAZING (PPG SOLARBAN 60 FOR R-12 OR MIN. 3" AMERICAN SPRAYED MIN. OF 16 GA. / 7B oe5 2 N FIBERS, INC. 'THERMAL-PROF' FOR +/- R-12. 4. FOR UL RATED ASSEMBLIES G.C. TO FOLLOW UL 5. ALL WOOD IN CONTACT WITH CONCRETE AND AT EXTERIOR LOCATIONS SHALL BE PRESSOR 5 8" TYPE "X" GYP. BD. 8" MTL. STUD FRAMING 0 16" O.C. TO +6" SOLAR CONTROL LOW-E GLASS OR EQUAL AS TREATED, MOISTURE RESISTANT WOOD. (TYP. BOTH SIDES). U) Q (n Q ABOVE CEILING REQUIRED BY LOCAL & NATIONAL CODE). INSTALLATIONS SHALL BE COMPLETED TO REQUIREMENTS FOR ALL WALL CONSTRUCTION FROM ` ENSURE WARRANTY. STUD SIZE, SPACING, SCREW TYPES TO GYP. BD. W 8" MTL. STUD FRAMING ® i6" O.C. LOW PROPERLY CAULK & SEAL STOREFRONT BOTH 6. PROVIDE BLOCKING FOR DOOR STOPS. WALLS, HEIGHT AS NOTED 16 PLANS/SECTIONS SIDES TYP. G.C. TO VERIFY IF NEW GLAZING PROVIDE MIN. 6 MIL. POLY VAPOR BARRIER ON TYPE. TOP OF INT. WALL BRACING DOOR DETAILS L1.1 Q COLOR MATCHES EXISTING GLAZING COLOR. V1 WARM SIDE DIRECTLY BEHIND GYP. BD., TYP. 5. SOFFIT METAL FRAMING & CEILING JOISTS SHALL 7• All SAFETY GLASS (TEMPERED, LAMINATED, ETC.) SHALL BE PERMANENTLY LABELED TO `t SCALE: 3' = T_O" SCALE 3• _ 1'_p• BE MIN OF 16 GA. INDICATE THE TYPE OF GLASS AND THE SAFETY GLASS STANDARD TO WHICH IT COMPLIES. DETAIL (TYP. ). 0 3 DOOR SCHEDULE DOOR HARDWARE AND HARDWARE NOTES DOOR TYPES FRAME TYPES o � <�n J DOOR FRAME COMMENTS HARDWARE TYPE 1 (REAR DIT DOOR): HARDWARE TYPE 3 (INTERIOR ENTRY DOOR NDN-LATCHING): O NO v Q O (1) CLOSER; LCN 4040 SERIES (NO HOLD OPEN) (1) CLOSER LCN 4040 (NO HOLD OPEN) T T O� W (n W (1)-EXIT DEVICE WITH CYLINDER DOGGING: ADAMS (1) PUSH BAR VISTAWALL #PB-21 8" BRUSHED 8" BRUSHED EEP E= EXISTING 7B z NOTE: S.S. S.S. HOLE N= NEW 3'_2" K z ¢ H ¢ O ¢ x #8300CD PANIC DEVICE (SINGLE DOOR); ADA RITE (1) PULL HANDLE VISTAWALL -20 (QUEUE 100B ONLY) LAM_ - DO 1-0 a ~ 0 z N Lij CL a 3 PRIOR TVERIFY O ORDERING.COLOR OF DOORS WITH ARCHITECT #85oOCD PANIC DEVICE (DOUBLE DOOR); . . To (1) 1} PAIR BUTT HINGE CER 887191-32D 4 1/2" x a BOTH KICKPSIDES, BOTH SI ES,TE, KICKPLATE, i -SEE S= STOREFRONT N "I 2" OPENING O W - W } O w `1 z } Z } 0 VERIFY DOOR SIZE FOR PANIC DEVICE "42",48") 1/2" ! / TOP PIN ASSEMBLY O O z W O_ ~ 3 2 ¢ U lL ~ ¢ L� ~ -Fl%ED PULL ADAMS RITE #3001-it OUTSIDE (1) ROC 440 LOW DOME STOP EXT. DOORS EXT. DOORS A0.2 A DRYWALL WRAPPED • o m .o z II 11 11 = REFER GENERAL DOOR AND HARDWARE NOTES -MS CAM MORTISE CYUNDER W/ PIN CORE (COLLAR ONLY ONLY GRAIN NOTE: C o ^ o ALL DOOR HOLLOW MTL. OPENING W/ BLOCKING U Z W AS REQUIRED) TO RETRACT LA BOLT (FUNCTION 03) HARDWARE TYPE 4 (RESTRoou-SINGLE ocwPANT} z • FRAMES ARE TO FRAME, PAINT 0 HINGE LOCATIONS 100A N F 3'-0" 7'-0" V.I.F. ALUM GLASS 1 3/4- CLEAR ANDZ. NS CLEAR ANDZ. 2 1,9,11,12,15,17,21,23,24 (1) DETEX ALARM MODEL EA%- 0 (1) 14 PAIR BUTT HINGES; HAGER BB1279 4 1/2"x4ii m •� 0 o m 101A N A 3'-0" 7'-0" ALUM GLASS 1 3 4" CLEAR ANDZ. NS CLEAR ANDZ. 2A 1,9,11,12,15,17,21,23,24 (1) 1} PAIR BUTT HINGES; GER 881191-32D 4 1/2" x 1/2- 626 \ \ \ BE WELDED ENAMEL HOLD DOOR 1 5/8" 4 1/2" (1) PRIVACY LOCKSET; SCHLAGE ND405 SPARTA; 626 N N ( FRAMES; 36"X84" OFF PUSH SIDE • i ' i KNOCKDOWN DOOR V/ o 103A N A 3'-6" 7'-0" V.I.F. ALUM GLASS 1 3 4" CLEAR ANDZ. NS CLEAR ANDZ. 2A 1,9,11,12,15,17,21,23,24 (1) ADA APPROVED A THRESHOLD, (1) WALL STOP; QUALITY 308; IVORY 3/8" PER ° P-,Ewun.m. WEATHERSTRIPPI & SWEEP 1 0 0 / FRAMES ARE MANUFACTURER 106A N B 3'-0" 7'-0" WD. 1 3/4" PLAM-1 1N H.M. ,_,oMnNT. 4 6,9,23,25 ( ) KICK PLATE 32"x8"x.05"; 626 NOT ALLOWED. ° - 0. oul.LExr (1) LATCH PRO OR DON-JO LP-211 BP (1) CLOSER; LCN 4041 DURONODIC FINISH (NO HOLD TYPE A' TYPE Al TYPE B TYPE C zo GA. S.S. c .. � = LL IOTA N B 3'-0" 7'-0" WD. 1 3/4- PLAM-1 1N H.M. P-;LIAI4 xT. 4 6,9,23,25 (1) 32"%32" 1 GAUGE S/S PANEL, INSIDE ONLY, VERIFY OPEN) WALL TRIM a () o STAINLESS STEEL STAINLESS STEEL STAINLESS STAINLESS DOOR NARROW STILE NARROW STILE SOLID CORE WD. EXTERIOR LBOTTOM PIN v IIIA N D 3'-0" 7'-0" 1" 2N STEEL STEEL PER MFR. 2.3,23 (1) HOM ROTECTOR MFG. CO. PEEK-0 REVOLVING DOOR HARDWARE TYPE 4A (RESTROOM-MULTIPLE OCCUPANT): ALUMINUM AND ALUMINUM AND DOOR (BY G.C.) INSULATED HOLLOW ASSEMBLY .'_ c ° VI R (WWW.PEEKO.COM) (1) 1} PAIR BUTT HINGES; HAGER BB1279 4 x4 TEMP. GLASS TEMP. GLASS METAL DOOR, (G.C. . '2' - . m 1/2" 626 DOOR, CLEAR DOOR, FINISH TO TO PAINT) TYPE-__1 � TYPE 2 Q•.c °r (1) PASSAGE LOCKSET; SCHLAGE S SPARTA; 626 ANODIZED FINISH MATCH EXISTING METAL FRAME, PAINT (BY G.C.) DOUBLE ACTING FRAME, U ` h HARDWARE TYPE 2 (DOUBLE ENTRY DOOR) (QUANTITIES LASTED ARE (1) WALL STOP; QUALITY 30 • DRY STOREFRONT PER LEAF): (1) KICK PLATE 32'x6" . ; 626 PAINT (BY G.C.) (1) CLOSER; LCN 4040 (NO HOLD OPEN) (1) CLOSER; LC 41 DURONODIC FINISH (NO HOLD NOTE: *EXTERIOR DOORS TO HAVE DOOR N 0 TE S vara m NOTE: DOOR NUMBERS 101, 102, 105 NOT USED (1)-EXIT DEVICE WITH HEX DOGGING: ADAMS RITE OPEN) G.C. TO VERIFY INSULATED SAFETY GLAZING. COMMENTS: PROVIDE AND INSTALL NEW HINGES PER DOOR HARDWARE TYPE, GENERAL DOOR AND H.W. NOTES: #86000D PANIC DEVICE; G.C. TO VERIFY DOOR SIZE COLOR OF INTERIOR DOORS TO HAVE 1. G.C. TO PROVIDE SIGN: "THESE DOORS MUST REMAIN UNLOCKED CONFIRM WITH NOODLES C.M. A. DOOR #'S RELATE TO ROOM #'S. FOR PANIC DEVICE (36",42",48") / DOORS WITH NON-INSULATED SAFETY GLAZING. 1. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW STATING "THIS DOOR TO REMAIN UNLOCKED DURING DURING BUSINESS HOURS" 14. PROVIDE NEW FRAME IF EXISTING CANNOT BE RE-USED W/ NEW IF THE ROOM HAS NO DOORS, -MS CAM MORTISE CYLINDER W/ 7 PIN CORE HARDWARE TYPE 5 (KITCHEN TO CORRIDOR): ARCHITECT OF 1" AND AN EMBODIMENT OF NOT LESS THAN 5/8" BUSINESS HOURS". (COLLAR AS REQUIRED) ON OUTSIDE TO RETRACT (1) 1 PAIR BUTT HINGES; HAGER BB1279 4 x4 o PRIOR TO FOR TYPES 'A', 'A1' & 'F': SEE 2. A HOOK-SHAPED OR AN EXPANDING LUG DEADBOLTS 6. ALL LATCH SETS SHALL BE LEVER TYPE. 2. GYP. BD. SURROUND; REINFORCE FRAME AS NEEDED DOORS. NEW FRAME FINISH TO MATCH EXISTING EXTERIOR THE # WILL NOT BE USED. THE LATCHBOLT (FUNCTION 03) 1 2" 626 COMMENT #11 UNDER DOOR SHALL HAVE A MINIMUM THROW OF 3/4" 7. ALL DOOR OPERATING HARDWARE SHALL BE MOUNTED 3. HARDWARE BY MANUFACTURER FINISHES. NEW FRAME TO ALLOW FOR INSTALLATION OF CLOSER. LETTERS #_ RELATE TO THE (1) PULL HANDLE: ROCKWOOD MANUFACTURING; MODEL: (1) SCHLAGE PASSAGE LATCH ND7 ^ ORDERING. SCHEDULE 3. EXIT HARDWARE: AT 38" A.F.F. 4. FINISH TO MATCH EXISTING VESTIBULE VERIFY SIZE OF CLOSER W/ MANUFACTURER AMOUNT OF DOORS LOCATED IN MEGATEK LONG DOOR PULL RM3301, 1.25"DIA. 72" (1) KICKDOWN HOLDOPEN Z ALL EXITS SHALL BE OPERABLE FROM THE INTERIOR 8. HANDLES, PULLS, LATCHES & OTHER OPERATING 5. DOOR COLOR TO MATCH ADJACENT SURFACE 15. NEW FRAME TO ALLOW FOR CLOSER. VERIFY SIZE OF CLOSER THE ROOM. OVERALL LENGTH, 66" CTC; FINISH: RCP RED (1) WALL STOP; QUAD 08; IVORY OF TENANTS SPACE WITHOUT THE USE OFA KEY OR DEVICES ON ACCESSIBLE DOORS SHALL HAVE A 6. FRAME COLOR TO MATCH ADJACENT SURFACE W/ MANUFACTURER B. DOOR HARDWARE QUANTITIES POWDERCOAT (1) KICK PLATE x8"x.05"; 626 \ iv FOUR LOCATIONS WHERE NSF SPECIAL KNOWLEDGE OR EFFORT. NO MANUALLY SHAPE THAT IS EASY TO GRASP WITH ONE HAND 7. FRAME, DOOR & HARDWARE PROVIDED BY L.L.; ANY EXISTING 16. H.M. DOOR FRAME PAINT TO MATCH DOOR LISTED FOR SINGLE DOORS. G.C. (1) HAGER 780 SERIES HINGE, MODEL 780-112 (1) CLOSE N 4041 DURONODIC FINISH (NO HOLD 3'-0 I STANDARDS ARE REQUIRED OPERATED\ EDGE OR SURFACE BOLTS SHALL BE AND DOESN'T REQUIRE TIGHT GRASPING, TIGHT HARDWARE, THRESHOLDS, ETC. SHALL BE CLEAN AND IN 17. DOOR GLAZING TO MATCH EXISTING DOOR GLAZING IN BUILDING TO ADD FOR DOUBLE DOORS, TYP. (1) ADA APPROVED ALUM. THRESHOLD, o MAXIUSED PINCHING OR TWISTING OF THE WRIST TO OPERATE. o WOOD DOORS ARE TO BE 4. MAXIMUM PULL FORCES FOR INTERIOR AND EXTERIOR 9. ALL DOORS LEADING TO HAZARDOUS ROOMS OR WORKING ORDER 18. EXISTING SIDE MULLION TO BE MODIFIED TO WORK W/ NEW C. LOCKSETS CONFIGURED TO WEATHERSTRIPPING & SWEEP HARDWARE TYPE 6 (STORAGE): COVERED WITH PLASTIC DOORS SHALL BE: SPACES TO HAVE KNURLED HARDWARE. 8. REMOVE EXTERIOR DOOR PULLS ACCEPT INDUSTRY STANDARD (2) 8" BRUSHED S/S KICKPLATE, (1) EACH INSIDE & TYPE D TYPE E LAMINATE INTERIOR DOORS = 5.0 LBS. FORCE 10. THE BOTTOM 10" ON THE PUSH SIDE OF ANY DOORS DOOR 7-PIN, SMALL FORMAT OUT (1) 1 PAIR BUTT HINGES; HAGER BB1279 4 x4 ELIASON EASY SWING KAWNEER 500 WIDE EXTERIOR DOORS = 7.5 LBS FORCE LOCATED ALONG AN ACCESSIBLE ROUTE MUST BE Revisions 9. HARDWARE BY G.C. (UNLESS OTHERWISE STATED) 19. G.C. TO REPLACE HARDWARE BY L.L. IF OTHER THAN LISTED. 12" 626 10. PROVIDE SIGN FOR DOOR READING "NO EXIT". SUCH SIGN TO NOTIFY NOODLES CONSTRUCTION MANAGER OF DISCREPANCIES INTERCHANGEABLE CORE AND HARDWARE TYPE 2A (SINGLE FRONT/SDE/EXIT DOOR): 1 SCHLAGE ND80PD SPARTA; 62 SCP-3 SOLID CORE STILE W/ BOT. RAIL TO ALUMINUM STOREFRONT SUCH PULL OR PUSH EFFORT BEING APPLIED AT SMOOTH. HAVE THE WORD "N O" IN LETTERS 2" HIGH WITH A STROKE AND PROVIDE ALTERNATE PRICING PUSH PANIC BAR. (1) CLOSER; LCN 400 (NO HOLD OPEN) (1) KICKDOWN HOLDOPEN DOOR 206A GA. FULL ALLOW FOR 8" BRUSHED DOORS RIGHT ANGLES TO HINGED DOORS AND AT THE 11. HAND ACTIVATED LATCHING AND LOCKING DOORS ISSUED FOR LANDLORD REVIEW D. EXTERIOR DOOR HARDWARE TO CENTER PLANE OF SLIDING OR FOLDING DOORS. THAT ARE IN A PATH OF TRAVEL WIDTH OF 3/8" AND THE WORD "EXIT" IN LETTERS 1" HIGH, 20. G.C. TO STRIP EXISTING WOOD/H.M. DOORS STAIN/PAINT AND MATCH THE EXISTING NEW AS (1)-EXIT DEVICE MATH HEX DOGGING: ADAMS RITE (1) WALL STOP; QUALI Oe; IVORY LENGTH S.S. BOTH S.S. KICKPLATE, CLEAR THE FOLLOWING COMPENSATING DEVICES OR AUTOMATIC DOOR 01-21-2015 WITH THE WORD EXIT BELOW THE WORD NO. PREP DOOR FOR NEW FINISHES. EXISTING/NEW PANIC DEVICE; G.C. TO VERIFY DOOR ( SHALL BE OPERABLE WITH A SINGLE EFFORT BY LISTED DOOR/WINDOW FINISHES (1) KICK PLATE "x.05"; 626 SIDES) W/ ROUND TEMPERED INSULATED MANUFACTURERS ARE OPERATORS MAY BE UTILIZED TO MEET THE ABOVE LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL Q ISSUED FOR PERMIT 11. GLAZING NOTE: ALL DOOR GLAZING & GLAZING SURROUNDING 21. NEW EXTERIOR DOOR THRESHOLDS TO BE SET IN A BED OF SIZE FOR PANIC DEVICE (36",42",48") (1) CLOSE N 4041 DURONODIC FINISH (NO HOLD ACRYLIC WINDOW GLASS APPROVED BY NOODLES. STANDARD WHEN FIRE DOORS ARE REQUIRED. THE ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO 02-04-2015 U.N.O. -MS CAM MORTISE CYLINDER W 7 PIN CORE OP OTHER MANUFACTURERS MUST MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE PROVIDE PASSAGE ALL DOORS TO BE TEMPERED. SAFETY GLAZING AS REQUIRED SEALANT. / Q BY CODE 22. BATTERY POWERED ALARMED PANIC DEVICE. G.C. TO SUPPLY E. IF VESTIBULE IS EXISTING THE COLLAR AS REQUIRED) ON OUTSIDE TO BE APPROVED BY NOODLES INCREASED TO THE MAXIMUM ALLOWABLE BY THE WITHOUT REQUIRING THE ABILITY TO GRASP THE DOOR HARDWARE IS TO MATCH RETRACT LATCHBOLT (FUNCTION 03 HARDWARE TYPE 7 (nxe0 DOOR): C.M. APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO OPENING HARDWARE. 12. PROVIDE NEW FRAME. SEE SCHEDULE FOR FINISH. NEW FRAME BATTERIES AS REQUIRED. DOOR INTENDED AS EXIT ONLY. ) EXISTING FINISHES. EXCEED 15 POUNDS. DOORS SHALL SET E MOTION 12. DO NOT PROVIDE DOOR STOPS OR HOLD OPEN Q TO ALLOW FOR INSTALLATION OF CLOSER. VERIFY SIZE WITH 23. G.C. TO PROVIDE SEALANT/CAULKING AS NOTED ON SHEET AO.2 (1) PULL HANDLE, ISTA HINGE, P ODE (1) PROVIDE KEYED CYLINDER M INTERIOR SIDE WHEN SUBJECTED TOA 30 POUND FORCE AND SWING F. DOOR HARDWARE ON RED DOORS 1 HAGER 780 SERIES HINGE, MODEL 780-112 ONLY - KAWNEER CLOSERS AT ALL FIRE RATED DOORS, TYP. CLOSER MANUFACTURER 24. EXTRA EMERGENCY CORE SET TO BE PROVIDED, CONFIRM WITH AND NEW INTERIOR VESTIBULES ( ) TO A FULL-OPEN POSITION WHEN SUBJECTED TO 13. EVERY ROOM H SPACE THAT IS ASSEMBLY 13. EXISTING FRAME TO REMAIN. G.C. TO VERIFY IF CLOSER WILL NOODLES C.M. PRIOR TO ORDER. TO BE A SATIN ALUMINUM FINISH. (1) ADA APPROVED ALUM. THRESHOLD, REMOVE SH & PULL FROM EXIST. DOOR - US AL 15 POUND FORCE. FORCES SHALL BE APPLIED TO OCCUPANCY SHALL HAVE THE OCCUPANT LOAD Q FIT. IF NOT G.C. TO PROVIDE NOODLES CREDIT & INSTALL 25. UNDERCUT DOOR 1" WEATHERSTRIPPING & SWEEP HARDWARE TYPE 8 (ROOF HATCH/ROOF LADD - US ALUMINUM LATCH SIDE. POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN HEAVY DUTY PARALLEL CLOSER AS NECESSARY. G.C. TO G. THUMB-TURN DEADBOLTS ARE (2) 8" BRUSHED S/S KICKPLATE, (1) EACH INSIDE PROVIDE N00 - VISTAWALL 5. A DURABLE SIGN WITH LETTERING ON A CONTRASTING EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR PROHIBITED & OUT BACKGROUND WILL BE PLACED OVER EXIT DOORS SPACE. Q 6 DOOR SCHEDULE SEE DETAIL 4/A2.2 OR CLEARANCE AT TYPE 1 HOOD: 1 A NO SCALE 3A 2 TYPE 1 HOODS SHALL BE A2.2 DETAILS ON A7.1 FOR TOP OF T/WALL SEE DETAIL 4/A2.2 OR A2.2 3 5/8" 16 GA. DIAGONAL A2.2 WALL BRACING/CONNECTION INSTALLED NTH A CLEARANCE - DETAILS ON A7.1 FOR TOP TA ALL BRACING. ® 48" O.C. 0 45' T/WALL TO COMBUSTIBLES OF NOT LESS ELEV.VARIES OF WALL ALTERNATE SIDES. z THAN 18" IN ALL DIRECTIONS ELEV.VARIES ELEV.VARIES _ STAINLESS STEEL HOOD AT ? r z BRACING CONNECTION ;O � � OR PER LOCAL CODE, ^ tiD A to - / CONTRACTOR TO COOKLINE - SEE PLANS & •�✓ DUROCK SEE SHEET A2.5 o WHICHEVER IS MORE STRINGENT. o F v o COORDINATE WITH z o o SHEET A4.1 - ~ - - -" - - - - - - GOVERNING MUNICIPALITY - - - - FOR CEILING HEIGHTS o 0 _ _ - DUROCK _ - - o o F f� �I o x o CONTRACTOR TO COORDINATE = o „ 0 0 0 AND NOODLES C.M. o \ / EW LAY-IN CEILING = O WITH GOVERNING MUNICIPALITY _ }.;Pti1AN 0 o REGARDING WALL D \ / 4'-0"x 8'-0" 0 W \ \ i / AND NOODLES C.M. REGARDING \ / o W 0�w \ MATERIALS AND w \ / PLYWOOD Y w 0 WALL MATERIALS AND BLOCKING \ / Y w o � Do BLOCKING REQUIREMENTS > 0 m On \ 0 m m o m \ 00 \ SHEATHING o- a i REQUIREMENTS UNDER HOOD \ o- a _LAINES,IL � UNDER HOOD PRIOR TO W m / 5/8" F.R.T. PLYWOOD FIRE RETARDANT O ,0 _ AND WITHIN 18" OF HOOD IN / m �- u 0 i START OF m ¢ ( 0 00 ALL DIRECTIONS PRIOR TO / \ 0 V - .0 ¢ / \ TREATED WOOD) i \ W 0 CONSTRUCTION. > / \ 0 z 0 . START OF CONSTRUCTION. / \ z �� !! 0 F 00 � SEE HOOD SHEETS B/HOOD o SEE HOOD SHEETS B/HOOD iE -- - - - -- - ADJACENT o KITCHEN a oo - - - - - - - - - � - - - - 00 STAINLESS STEEL HOOD FOR B/ HOOD VERIFY W/HOOD 3 > FOR B/ HOOD VERIFY W/HOOD AREA > W 8" TALL 20 GA. METAL ------ ----- AT ---- ----- ~ AT COOKLINE - SEE HEIGHT SHEETS& RCP Ja z BACKING PLATE CLARK HEIGHT SHEETS&RCP z RP PANELS ro - 00 - PLANS & SHEET A4.1 0 02-04-2015 o DIETRICH OR EQUAL) LINE OF 8" TALL DATE ADJACENT o 0 0 0 ADJACENT 0 D NOTE: 20 GA. METAL _ __ _____ 0630.2015 0 5 8 DUROCK PANEL BEHIND '00 3 AREA o / " > AREA z AT DEMISING OR OTHER FIRE BACKING PLATE EXPIRATION PATE 3 HOOD TO B/CEILING a 5/8" F.R.T. PLYWOOD 0 RATED WALLS OR WHERE W F BEHIND DUROCK _ + o m Fz- REQUIRED BY L.L., ADDITIONAL 00 = = o ARCHITECT a 5/8" F.R.T. PLYWOOD NOTE. � KITCHEN W DUROCK SHALL BE INSTALLED = o w t3'-2"x 8'-0" C 3 I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE. 0 0 1- OVER EXISTING OR REQUIRED 0 x v AT DEMISING OR OTHER W g = w s PLYWOOD I LZ PARED UNDER MY SUPERVISION AND THAT TO THE BEST 0 KITCHEN FIRE RATED WALLS OR 4'-0"x 8'-0" 0 W STAINLESS STEEL O GYP. BD. - _ F- a OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, p = W O --W SHEATHING M REGULATIONS AND ORDINANCES OF PORTLAND,OREGON WHERE REQUIRED BY PLYWOOD PANELS - CONTINUE 0 p = 0 3 v (FIRE RETARDANT +1 RELATING TO STRUCTURES AND BUILDINGS. STAINLESS STEEL PANELS i w z W 0 L.L., ADDITIONAL SHEATHING BEHIND HOOD TO MIN. LO = z 'n � TREATED WOOD) DUROCK & FRT. (FIRE RETARDANT 5/8" DUROCK 18" ABOVE HOOD -H 0 o y -H z a m PLYWOOD SHALL BE TREATED WOOD) PANEL UP TO 2'-0"x 8'-O" z 0 01 0 m 0 ARcenEcr INSTALLED OVER �a � z r 5/8" DUROCK - y 2'-0" A.F.F. DUROCK - Y 5/8" DUROCK z 3 m 0 0 0 PANEL EXISTING OR REQUIRED o 0 0 0 o 0 0 PANEL � 01 } z z o 0 Drawn By Checked By 0 GYP. BD. I t o I o 0 L,, W y o N W N N W N N = Q W Q N P L, E A, R I A U o NEW CERAMIC 2'-0" DUROCK o NEW CERAMIC o NEW CERAMIC a > m m Scale Date TILE & BASE TILE & BASE TILE & BASE > 2'-0" DUROCK AS NOTED 01-06-2015 0'-0"A.F.F. T/SLAB _ -0'-00""F F T/SLAB _ -0'-0"A.F.F. T/SLAB Job No. ELEV.O'-0" Y ELEV.O'-0" ELEV.O'-0" 3A 3B 2A 2B 1 A 1 B 14-2115 INTERIOR PARTITION (TYP. ) @ KITCHEN TYPE II HOOD WALLS NO SCALE INTERIOR PARTITION (TYP. ) @ KITCHEN B.O. H. NO INTERIOR PARTITION (TYP. ) @ KITCHEN TYPE I HOOD WALLS NO SCALE Sheet No. 3 A2 . 2 GENERAL FLOOR FINISH NOTES SYMBOL LEGEND KES & MILLWORK NOTES 1. G.C. TO VERIFY THAT THE ENTIRE REPAIRED DUE TO NEW PLUMBING 12. G.C. SHALL LEVEL FLOOR AS FINISH ORDER: 1. FIELD LOCATION FOR MILLWORK "WALL(S)" NOT USED SPACE WALL LAYOUT IS INDEED LAID WORK. NECESSARY TO INSTALL ALL O FLOOR FINISH - ♦ :-. :,- SHALL BE DONE IN SUCH A MANNER, A _ OUT FIRST BEFORE UNDERGROUND TRANSITION STRIPS AT TILE & CARPET NON-ABRASIVE DUR UN FLEX THAT THE TILE-CARPET CARPET DIVISION IS AT '''`'''+++ TILE LOCATED ONLY UNDER THE CENTER OF THE MILLWORK WALL. _ PLUMBING STARTS G.C. TO VERIFY 8. FLOOR BELOW SPACE: PROVIDE SO THAT TOP OF CARPET & TILE ARE TRANSITION DETAIL EQUIPMENT AND SHELVING SHIM WALL AS NECESSARY TO LEVEL. THAT ALL WALLS AND EQUIPMENT WILL WATERPROOFING MEMBRANE IN ALL AT THE SAME LEVEL. 1 i INDEED FIT PER PLAN. G.C. IS TO WET AREAS: KITCHEN, RESTROOMS, STANDARD BROADCAST TEXTURE APPLY LOOSE TRIM AT BASE AS DIRECTED NOTIFY ARCHITECT & NOODLES BEVERAGE STATION, ETC. 12" UP WALL 13. THE G.C. SHALL SLEEVE, FIRE-STOP, _ _ WATERPROOF MEMBRANE 12" OUT ONTO FLOOR & ♦,•, ,`,•,`, DUR-A-FLEX BY MILLWORK SHOP DRAWINGS. SCH LUTER SCHIENE-(AE) SATIN CONSTRUCTION MANAGER OF ANY & OVER ENTIRE FLOOR IN THESE FLASH & CAULK ALL NEW AND EXITING 12" UP ON WALL a .',i; LOCATED AT ALL KITCHEN 2. SEE ALSO A2.3A FOR LOCATION OF FLOOR IF FLOOR BELOW: WATERPROOF ANODIZED ALUMINUM FINISH DISCREPANCIES OR CONFLICTS AREAS. PER DRAWING SPECIFICATIONS FLOOR PENETRATIONS. EMPLOYEE WALK-WAYS SINKS MEMBRANE UNDER ALL PORCELAIN TILE METAL SCREED TRANSITION SEE SHEET AO.2 IF SLAB ON GRADE: WATERPROOF STRIP (TILE TO CARPET); IN & CONTRACT NOTES. MEMBRANE 12" OFF WALLS 2. SEE ELEVATIONS, WALL FINISH PLAN 14. SMOKE ALL PLUMBING VENT PIPING NEW CONCRETE SLAB COMPLIANCE W/ ADA 3. G.C. TO LAYOUT MILLWORK PRIOR TO TILE AS SHOWN ON FINISH PLAN AND DETAILS A2.4, A6.1, A6.2 AND A7 8A. ALTERNATE: FOR NEW CONCRETE PRIOR TO CLOSING UP WALL CAVITIES PORCELAIN TILE INSTALLATION. SHEETS FOR EXACT FINISH LOCATIONS. FLOOR SLABS LESS THAN 12 MONTHS AND PRIOR TO TURNOVER. SEE SHEET AO.2 F-2 F-3 F �I PORCELAIN TILE (AS VINYL TRANSITION 'RAMP' OLD, PROVIDE & INSTALL WATER ' �` % ' FLOOR DRAIN, RECESS DRAIN 4. G.C. TO NOTIFY NOODLES CONSTRUCTION PORCELAIN OVER UNDER CARPET N 'RAMP' 3. EXISTING CONCRETE FLOORS: ADD 1/4" PROOF MEMBRANE OVER ENTIRE FLOOR 15. JET & CAMERA ALL DRAIN LINES TO SLOPE TO DRAINS 36" SQUARE & UP WALLS 12" IN ALL WET AREAS SEWER MAIN PRIOR TO STORE I I 1/4" SLOPE TOWARD DRAIN MANAGER AND ARCHITECT OF ANY THINSET LS40 026540620) OR TURNOVER. BEFORE AND AFTER IMAGES I : `. I REQUIRED FLOOR FINISH ADJUSTMENTS. NOODLES APPROVED EQUAL SURROUND. AS LISTED IN NOTE 5. SEE G1.1. I I 36"X36", SEE PLBG. DWGS. 9. FOR FLOORS THAT ARE NOT CONCRETE: SHALL BE UPLOADED TO EXPESITE.COM �' ----�'I m CARPET TILE 4. NEW CONCRETE FLOORS: 1 4" SLOPE PROVIDE WATERPROOFING MEMBRANE IN PROJECT'S TEST & INSPECTION FOLDER. SEE SHEET A0.2 5. SEE A1.2 FOR DIMENSION LOCATIONS OF FEATHERING OF / � HALF GRATE FLOOR SINK, FIXED SEATING AND MILLWORK. • TRANSITION IS TO ALL DRAINS. ALL WET AREAS: KITCHEN, RESTROOMS, NOTIFY NOODLES C.M. & DESIGNER. SEE PLMBG. DWGS. COORDINATE ATTACHMENTS W MILLWORK •0 ' 48 ;IN. ° ALLOWED ONLY BEVERAGE STATION, ETC. 12" UP WALL 16. G.C. TO SEAL THE FLOOR GROUT SHOP DRAWINGS. FULL GRATE FLOOR SINK, ' � ° '° ' •° '• AS APPROVED 5. ALL FLOOR DRAINS AND FLOOR SINKS & OVER ENTIRE FLOOR IN THESE � CARPET TILE SEE PLMBG. DWGS. W LATEX LEVELING BY NOODLES C.M. TO BE FLUSH WITH TILE UNLESS NOTED AREAS. PER DRAWING SPECIFICATIONS SEE SHEET A0.2 COMPOUND 01/8"° OTHERWISE. & CONTRACT NOTES. 17. G.C. TO PROVIDE SEALANT/CAULKING O HUB DRAIN, SEE PLMBG. DWGS. PER V-0" MAX. AS NOTED ON SHEET AO.2 6. G.C. RESPONSIBLE FOR IN-FILLING ALL 10. SPACE SLAB ON GRADE: PROVIDE O B PORCELAIN TILE TO CARPET AREAS WHERE CONCRETE WAS CUT WATERPROOFING MEMBRANE IN ALL 18. WATERPROOFING SHALL BE NOBLESEAL � QO AS NOTED ON PLAN N.T.S. DUE TO NEW DRAINS/OTHER. NEW WET AREAS: KITCHEN, RESTROOMS, TS, REFER TO SPECIFICATION SECTION CONCRETE INFILL TO BE LEVEL WITH BEVERAGE STATION, ETC. 12" UP WALL 09310. G.C. TO VERIFY WITH PROPERTY EXISTING SLAB. & 12" ONTO FLOOR. PER DRAWING MANAGER PRIOR TO ORDERING AND W SPECIFICATIONS & CONTRACT NOTES. INSTALLATION. W 7. SEE A7.4 FOR CONCRETE SLABz Q Q 4 1/2" REINFORCING AND DOWELING DETAILS. 11. G.C. TO PROVIDE STRESS-CRACK TENANT WHERE APPLICABLE, NEW CONCRETE SUPPRESSION FOR ALL TILE SURFACES. C1' Q� z SLAB SHALL MATCH EXISTING. EXISTING Q DOOR CONCRETE SLAB TO BE PATCHED AND C O z J WEATHER STOP EXTERIOR - 0 G.C. TO PROVIDE & LOW PROFILE INSTALL 5" DEEP z M w ALUMINUM EXTERIOR STAINLESS STEEL NON ABRASIVE DUR-A-FLEX �x - N THRESHOLD CONCRETE STANDOFF GUARDS AT PRODUCT LOCATIONS TO BE W = N = �a `"a DISHWASHING MEN'S PROVIDE AND INSTALL (n ti CARPET/OTHER MAX 1 �� SAUTE UNIT IN LIEU OF COORDINATED WITH KITCHEN 106 WATERPROOF MEMBRANE (/) Qz FLOOR SINK TO BE FLOOR WHEEL TRACKS 111 EQUIPMENT LENGTH OF DEMISING WALL W 3: W Z O OFFSET FROM CENTER G.C. TO PROTECT EXISTING - - 8 OF SAUTE UNIT SO THAT --- ---- - -_ -_ _ _ __-- -- - SIDEWALK FROM DAMAGE AND _ CENTER CASTER DOES - - REPAIR ANY DAMAGE DUE TO a' ' - - - D to ,y a ;. NOT ROLL OVER GRATE iT't -T'+ Li , , , `'y' EMO/NEW CONSTRUCTION, TYP. A a SET THRESHOLD IN BEAD .' r i _ �2 ', .' F_q ' F-4 _ O � Q O z :.� j1.c- EXISTING CONCRETE SLAB OF SEALANT, INSURE ,',' ,' ♦, ,' ',',`, ♦ , -1 `+\ in�J' ` 1."0 ,'.° ,' 1 O WEATHERTIGHT DOORWAY. , , F.1 ai+'. '. +, t +v r , l --- _ F- -_ F-2- _ -- - - N Ur SEALANT SHALL BE `♦'•',.'.`��`.,',`�,`,'+` - 4" - DINING C - EXTERIOR DOOR THRESHOLD FINISHED SLOPE TO DRAIN '''' }t 5 " ' 's+ "' s`�a _ `' - - LCL „ ♦ , , C +'♦ , M ----- - AS NOTED ON PLAN N.T.S. ` , -�I _... ._--+ CD '• + ♦ , , , 1 a . . ♦ z fes_ Ic:>_" gra "t.' r=B 1+ 7 1+ - WHEEL TRACK FOR PASTA - 103 COOKERS AND THREE BAY m ' ' ' ' + NMI +• F } RETHERMALIZER PROVIDED �. � . . >_+ + x . , t : .:,,. «.-. .♦;:k . : ,v,.:, ,p AND INSTALLED BY KITCHEN ` I`. .' ALL TRANSITION p - SCHLUTER STRIPS BY G.C. SUPPLIER, COORDINATE g : E g' E�-� I - N _ WITH G.C. AND NOODLES :1 i -�` i D ° SCHIENE-(AE) ®' ry ( =t 'Q ;�: '.I`; a - SATIN ANODIZED F-g CM., TYP. 1' ,`'+%,.` I -� - o ALUMINUM FINISH I J' 4° 1 '-g; 5 6 , 1 _ _ - - - _ V - KITCHEN PREP `t '`' '� F _ I F-3 3 _ o ♦ , „ d ^, W m +Y a a � 110 �t t �� ,', F 1 ♦ , , .♦ . .F�l IC �t3j 6r'' B _ ----- - U °a , 13 2 i R LATEX LEVELING COMPOUND - - a , .- a , �i7° 4 F_4 ® 1/8" PER 1'-0" MAX. P. to + 1 '♦i Ic` --- - _� Q a`w _ _ + , ♦ a . I . . , ♦ . , +%%+1 , , a ♦ , ♦ a T a ♦ ♦ .:♦ J `t b N a i_ ' i { CARPET TILE TO CARPET +'♦'♦'+'a ,'.'a' ',',',': ♦ I T I , + ' ♦ a , +.+,.+. , < N.T.S. ; + , , + ♦ i, a ol 000 , , . 1 G w 3 9„ -�-3'-9' F-- i 3, 9j„ 13 ;o„ WORKPOINT - -- - - -- - - - - -" WORKPOINT START WITH ; ;`;';`, ;' G _ N START WITH 1 8., FULL TILE .*++++. .++++++ .` •++ _4� - FULL TILE F 1 F 4 ORDER TO GO I - 4'-11" 109 ' ' NOT USED :} I_ F 1A F-4 - U, rim F-4 Revisions «' 'a'.','a'. ' �i . -- _ _ - LANDLORD REVIEW I ISSUED FOR L _ - ev 01-21-2015 Wc- i -- - ISSUED FOR PERMIT } ;X: �02-04-2015 6" RAISED CONC. p 1 ++'♦`.' 4' 10 " _ 27 -2 6'-6 I? 1 PAD w/ #4x6" KITCHEN I METAL STUD I ',','+` WPs - - --- LONG REBAR ® + e 4 CORNERS INTO I I COOLER ' '.+1 - F 4 ._ Q HILTI HIT-HY750 3/4" CHAMFER, TYP. 113 + . , EPDXY (OR EQ.) ;'. «{ ` +'1+:-:+++:[: I DINING B CONTINUE I -1 I - , _ -' ..... B I 0 % 102 �1 I Q FFROMQUARRY TILEFLOOR U WALL - 0 IN BEVERAGE, KITCHEN AND r F 1';} + - i. - L I RESTROOMS AREAS, WATERPROOF + .:F�1 + I I. t -3 I n. n n . I I Q & COVE BASE ' ,�, .'« ,r RKPOI B_1 MEMBRANE 12" UP WALLS 'A `�+ I I I. WATERPROOFING I IF FLOOR BELOW: WATERPROOF ` '8 Si AR - I I - ''-- - - u u .0 i v I 1�BRANE BASE MEMBRANE UNDER ALL TILE ` a '+ F 4 F LL-TIL - I - - 1 o IF SLAB ON GRADE: WATERPROOF ,'; Vit' I MEMBRANE 12" OFF WALLS, AS KITCHEN STORAGE :,`-(f-1 -t SHOWN ON FINISH PLAN 112 �=v - -- = A Q Q + _ ° a , . a a ,n - - -- - BASE, B-1 8., $.. BASE ,';`.';`.';'' WP- -2 - A f9 M J�� F 2.. E.._ F 4 VERIFY WITH PLAN 3'-0' (� C} A 1 30"D X 42"W MIN. F.=+T 3L�O ---- - - - 553 a i n^A Fn B.._ _ -+7:J _ r {-� 'G 3NES,1L HWH CONC. CURB DETAIL - - - , , I , , a ♦ ♦ , _ �e FL I .,,. ` iA -3L-- F-3 = SEE A1.2 FOR AS NOTED ON PLAN N.T.S. ' 4 Y. ' '. i i ` CONNECTION OF O ' . . ♦ + - -_ _. - y TS F 3 REQUIREMEN -- - FOR FIXED ________ TABLES & SCHLUTER-SCHIENE (14-40MM) -__ MULTIPLE SPACER DESIGN; RAISED CONCRETE SLAB, STOOLS TYP ALUMINUM C C / � 02.04-2015 SEE DETAIL F/A2.3 FEATHER OUT 12" CERAMIC TILE (AS SPECIFIED) DATE 06-30-2015 OVER THINSET ENTRY DINING A EXPIRATION DATE 1/4"x 1 4" KEYWAY WORKPOINT 100 101 SEASONAL PATIO ARCHITECT / / FLOOR BELOW: WATERPROOF START WITH -1471 MEMBRANE FOR UNDERWALL TILE IN FULL TILE I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE. POLYCRETE WET AREA PER GENERAL FLOOR PARED UNOEEDGE,R MY THE AME COMFYISION AND THATTOALLRUEST -..,, OF MY IOIOWLEDGE,THE SAME COMPLY WITH ALL RULES, FINISH NOTE #8. / _ J _ REGULATIONS AND ORDINANCES OF PORTLAND,OREGON G.C. TO PROTECT EXISTING I ( I I I� ( RELATING TO STRUCTURES AND BUILDINGS. SIDEWALK FROM DAMAGE AND SII /', REPAIR ANY DAMAGE DUE TO DEMO/NEW CONSTRUCTION, TYP.7 ARCHITECT Drawn By Checked By Ll dT Scale Date AS NOTED 01-06-2015 G POLY RETE TO TILE Job No. AS NOTED ON PLAN N.T.S. 14-2115 FINISH FLOOR PLAN S Sheet No. SCALE: 1/4"= -0"1 NORTH A2 . 3 GENERAL NOTES: L.L. SHALL PROVIDE A PREPARED GRAVEL FLOOR READY FOR SLAB INSTALLATION. GRAVEL BASE SHALL BE 4" MIN. COMPACTED WITH 1/4" GRADE VARIANCE IN A 10'-0" STRAIGHT EDGE TOLERANCE. 3500 PSF SOIL BEARING CAPACITY. TENANT G.C. TO COORDINATE UNDER SLAB PLUMBING INSTALLATION PRIOR TO START OF TENANT CONSTRUCTION. AFTER UNDER SLAB PLUMBING INSTALLATION BY ------- --- TENANT G.C., LANDLORD TO PROVIDE MIN. 5" THICK SLAB ON GRADE WITH 6X6—W2.1XW2.1WWF OVER LANDLORD INSTALLED 4" COMPACTED GRAVEL BASE. LANDLORD TO PROVIDE 10 MIL VAPOR BARRIER UNDER SLAB. LANDLORD TO PROVIDE DOWELS AT EDGE FOR NEW POUR TO CONNECT TO EXISTING. G.C. TO FIELD VERIFY LOCATION OF EXISTING FOUNDATION/OTHER EXISTING PERMANENT T_ UNDERGROUND ITEMS IN CLOSE PROXIMITY TO 00 NOODLES NEW UNDERGROUND WORK. NOTIFY ARCHITECT AND NOODLES CM OF CONFLICTS w PRIOR TO START OF NEW WORK. SEE GENERAL FLOOR FINISH NOTES ON SHEET O A2.3. GC TO VERIFY DIMENSIONS OF ALL FLOOR SINKS/DRAINS WITH DIMENSIONS SHOWN ON A2.3A AND FIELD CONDITIONS PRIOR TO START U) 0 OF CONSTRUCTION. W SYMBOL LEGEND Qa FLOOR DRAIN, RECESS DRAIN I W I 1/4" SLOPE TOWARD DRAIN, O Q 36"X36" SEE PLBG. DWGS. L ------J 3j„ 1,- 51„ ! , z Q HALF GRATE FLOOR SINK, 1'-71' 4x-1}„ -5 " 5x-6j„ 2x-9j„ x-54" 3'-6" '-2"1'-7" 10'-71" -5" 5'-7 " ��,Jxx Z N J SEE PLMBG. DWGS. W = N FULL GRATE FLOOR SINK, DISHWASHING MEN'SU) Q ( Y SEE PLMBG. DWGS. 111 w > W z 0 HUB DRAIN, SEE PLMBG. DWGS. _. 0 SEE GENERAL FLOOR FINISH NOTES ON SHEET , -- --- F-- ---� Q 00 OO A2.3. GC TO VERIFY DIMENSIONS OF ALL FLOOR SINKS/DRAINS WITH DIMENSIONS SHOWN ON I i I (), p �_ J A2.3 AND FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION. ----\ I ; I ------y \ </W a .orad a o a � I ♦ / I .�C mow N o- MIN W� 0 N U.— o i,j KITCHEN PREP i elm! I� (D 110 I J � I I n. 0 I , ♦ 1 j� m—m .— I \_--Al - I - _ QL o 0 I ® y WOMEN'S o a ------ FM 107 I I I Q L Ism, YV IBM io I I 0191 N m Revisions ISSUED FOR LANDLORD REVIEW ze.,a 01.21-2015 ISSUED FOR PERMIT 02-04-2015 Ln — Q m QCOOLER -, 7 aa;xas° � 113 I i i DINING B i --- I I I —...—_------."--- i� 102 I 1 I I n I I n n In'I I 1 II L_____ _III.. 1L1. T I I Q , J u u I I U U u I ,^n9X.00 I io KITCHEN STORAGE 112 �02,D AR0 Full J MIN A.CHIPMANr�rift i'o. 653 i I D 10 -- ( - -- 1 i /. � OFOl� DATE OR 02.04.2015 06-30-2015 ENTRY DINING A EXPIRATION DATE 100 101 SEASONAL PA110 // ARCHITECT 9- 114 I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST —_: OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGON `� I ( I RELATING TO STRUCTURES AND BUILDINGS. ):D \\ " ARCHITECT Drawn By Checked By PL, EA, RI AU Scale Date AS NOTED 01-06-2015 Job No. FLOOR SINK PLAN 8 14-2115 A SCALE: 1/4"=l'-O" NORTH Sheet No. A2 . 3A RECEPTACLE AND COVER PLATES NOTES: GENERAL FINISH NOTES RECEPTACLES IN DINING BELOW WAINSCOT TO BE ALMOND. 1. SEE ELEVATIONS FOR EXACT FINISH 8. G.C. SHALL LEVEL FLOOR AS NECESSARY TO ALL OTHER RECEPTACLES TO BE WHITE. LOCATIONS. (A6.1 & A6.2) INSTALL ALL TRANSITION STRIPS AT TILE & 2. CHAIR RAIL & BASE INSTALLATION NOTES: CARPET SO THAT TOP OF CARPET & TILE COVER PLATES IN KITCHEN TO BE S/S. AT BOOTH LOCATIONS G.C. TO INSTALL ARE AT THE SAME LEVEL. BOOTHS PRIOR TO CHAIR RAIL & BASE; 9. S.S. PANELS BEHIND ALL HOODS TO ALIGN COVER PLATES IN DINING BELOW CHAIR RAIL TO BE ALMOND. CHAIR RAIL & BASE TO BE INSTALLED WITH HOOD EDGE, TYP. VERIFY WITH HOOD AFTER FOR TIGHT FITTING FINISH. DRAWINGS. r COVER PLATES IN DINING ABOVE CHAIR RAIL TO BE WHITE. 3. HOLD INSTALLATION OF TILE AT P.O.S. 10. G.C. TO PATCH/REPAIR ANY DAMAGED -----___....-.-.___. ALL OTHER COVER PLATES TO BE WHITE. STATIONS UNTIL AFTER INSTALLATION OF EXTERIOR FINISHES DUE TO DEMOLITION OR r MILLWORK. NEW WORK. 4. EXISTING CONCRETE FLOORS: ADD 1/4" 11. DO NOT INSTALL PRIVACY FILM OVER SLOPE TO DRAINS 36" SQUARE SURROUND. INSULATED GLAZING ON SOUTH AND WEST SYMBOL LEGEND 5. NEW CONCRETE FLOORS: 1/4" SLOPE TO 12. ALL OU POS RCORNERS, END WALLS AND ALL DRAINS. OPENINGS TO HAVE CORNER GUARDS. 6. PROVIDE WATERPROOFING MEMBRANE IN ALL WET AREAS: KITCHEN, RESTROOMS, 13. LIMIT VISIBLE KITCHEN FRP WITHIN GUEST FINISH ORDER: BEVERAGE STATION, ETC. VIEW. SLAB ON GRADE INSTALLATION: 14. G.C. TO COORDINATE 06E� WINDOW BASE DETAIL (THIS SHEET) WATERPROOF MEMBRANE 12" UP WALL & COVERING LOCATIONS WITH NOODLES' C.M. 12" ONTO FLOOR PER DRAWING PRIOR TO ORDERING. REVIEW LOCATIONS 00 - BASE SPECIFICATIONS & CONTRACT NOTES. NOTED ON PLAN WITH NOODLES' C.M. - WAINSCOT BASEMENT BELOW INSTALLATION: 15. G.C. TO PROVIDE SEALANT/CAULKING AS W WATERPROOFING MEMBRANE TO BE NOTED ON SHEET AO.2 -- - WALL PAINT BELOW TRIM16. TILE WALL BACKER CEMENT BOARD ATOP Of INSTALLED 12" UP WALL & OVER ENTIRE - HIGH WALL PAINT (ABOVE TRIM AS FLOOR, PER DRAWING SPECIFICATIONS & COOLER WALL, REFER TO KES & COOLER SUPPLIER FOR FASTENING TO COOLER O Q O REQUIRED) CONTRACT NOTES. Z 7. G.C. TO PROVIDE STRESS-CRACK PANEL DETAIL. 17. FOR BEVERAGE STATION FINISHES SEE U) SUPPRESSION FOR ALL TILE SURFACES. DETAILS ON SHEET A7.5 W Q J zZ 0CC- d U) G 0 z 0 LL- H U Z M 04 J B-t �tS N DISHWASHING MEN'Sti 111 we-2 106 U) <Q 0-) CG-1 wc_t O z J_ H H G G WC--_..__ \\ B B-2 We-2 P-3 1 O o0 � LU Q AB I I 1 P-3 c" Q < Lu G G B-1 H B-1 B-1 1 P-3 ABOVE O �p Q w B-1 CG- i CG- DINING C z m B-1 B-1 WC-2 B-1 we-2 WC-1 ABOVE 103 -- - ABOVE we—t ABOVE we—t WC_1 we-1 We-1 we 2 WC_1 WO_ C C B-2 -- -- . -- -- -- - E C ® WC-4 • }�U o o 0 V/C �o Q CT-1 CT-1 B-2 B-2 P-4 •Vl -- a ABOVE H C' ABOVE CT-1 WC-4 o r- 8-1 v a B-1 CG- B-1 I p_1 P-3 CG- o= ° WC-2 WC_7 C .� o KITCHEN PREP CG- B_1 C B-2 110 H CT-1 E ""' ; WC-4 AT ALL CORNERS AT ALL CG- 1 B-2 - o• OF COLUMN B-1 CORNERS OF I ABOVE i P_3 P-3 — •— S 6 B-1 ABOVE LOW WALL COLUMN CT-1 1 E WC-4 WOMEN'S = u o a SS-1 WC-2 STAINLESS B-1 P-3 107 ABOVE LOW ® U Q n o m AB E CT_7 OG- COUNTER STEEL CAP WALL CG- CT-1 ABOVE B-2 WC- WC- CT-1 1 CG- N- ------- ------- -- ---t P-1 CT-1 CT-, --- I P-4 E P_4 t CG- ABOVE B E ABOVE I - B-2 B-2G _ C ORDER TO GO CT-1 CT-1 B_2 B_1 OG SS-1 C 109 • we—z CT-1 COUN ER B-2 B-2 1 _4 CG- WC-1 E WC-4 WC-2 1 P-3 ABOVE �1-B-7� 1 ABOVE Revisions USS-1 j P-4 P-4 1 Q ISSUED FOR LANDLORD REVIEW Ho e.,a COUNTER COUNTER CT-1 1 B N- 01-21-2015 ----- ------ ----------------� --------------------- B-2 ISSUED FOR PERMIT -- ------ ------- ------ 1 I I A02-04-2015 1 I ; P-3 C WC-2 1 Q ---A BOVE CG CG STA LESS- 0003ER i CG_ i ABOVE Ix STEL wea DINING B t.-VINYL BASE & i P_3 _ G 1 SEALANT 102 (BOTH B-1 i INTERIOR AND I EXTERIOR OF WC-1 i COOLER) BY 1 COOLER B_1 1 B-2 KITCHEN STORAGE MANUF. wc_1 1, WC-4 112 --------------- P-4 CG- - D ARCS CC CG N ti� ft • C C P-3 8-2 B_2 HA.CHIPMAN n D G B-2 B-2 C No.3653 CG- WC-4WC-4 - C- B-1 WC-4 O P_3 WC-4 B-2 N AINES,IL • P-3 WC-1 WC-1 WC-4 P-3 P-3 P_3P-3 00e \ IL 02-04-2015 N- N- N- N- DATE 06.30.2015 _ ENTRY DINING A EXPIRATION DATE 100 101 SEASONAL PATIO ARCHITECT 114 1 HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- P-3 PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGON RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By Checked By PL, EA, RI AU Scale Date AS NOTED 01-06-2015 Job No. rA� FINISH PLAN 14-2115 SCALE: 1/4"=1'-O" NORTH Sheet No. A2 .4 FRP PANEL, SEE AO.2 AND A2.4 PROVIDE STAINLESS STAINLESS STEEL PANEL, SEE A0.2 AND A2.4 � G.C. TO PROVIDE MOP HOLDER ON STEEL COLORED 5/8" FIRE RETARDANT CAULK AT ALL BEVEL EDGE CONTINUOUS CLEAR SIDE WALL BY G.C. PLYWOOD ABOVE CEMENT WC-1 BACK TO WALL BULLNOSE SILICONE SEALANT I , CORNERS, TYP. BOARD, SEE A2.2 BOTH SIDES TILE, CUT TO BETWEEN COVE a w BEND STAINLESS FAUCET 36" A.F.F. FIT BASE AND FRP I a I I STEEL PANEL AT BEND STAINLESS STEEL � BOTTOM TO LAY PROVIDE C- C-2 �. PANEL AT BOTTOM TO m PANELING W/ EDGING LAY OVER BASE ' BASE TILE, THIN SET TO OVER MOP BASIN, 4--CORNER TRIM FROM WALLS AND CABINETS, I I TO PROVIDE DRIP r O 5/8" CEMENT BOARD, SEE AO.2 AND A2.4 EDGE INTO BASIN C- TO CEILING SEE A2.2 G- 0 (TYP. ALL SIDES) i O SET BOTTOM EDGE OF STAINLESS CERAMIC TILE 5/8" CEMENT O VC�J TO BE S.S. WALL PANEL IN STEEL CORNER BOARD, SEE A2.2 I a C30-1. �I At BELOW a I I FULL BED OF CLEAR GUARD i w STAIN DESS FAUCET, CAULK w ¢ SILICONE SEALANT 5/8" WATER 5/8" WATER STEEL - TYPIC , AT ALL EDGES Q w PROVIDE CLEAR SILICONE RESISTANT RESISTANT ALL SIDES > w ALIGN TILE & COVE I COLORED 1 PROVIDE WATERPROOF SEALANT AT SEAMS GYP. BD. OVER GYP. BD. OVER METAL STUDS METAL STUDS BASE, TYP. v SILICONE I 1 MEMBRANE MIN. 12" w ` ` ' SEALANT 3 ABOVE EDGE OF MOP o0 Ili I POLYICREE GH x BASETHTK�MIN. BULLNOSE TILE, AT SEAMS o SINK ® ALL SIDES OF - D- a O a Cr CERAMIC TILE CUT TO FIT CERAMIC TILE BULLNOSE TILE i PROVIDE MOP SINK, TYP. oc m 3/4" MN RADIUS COVE, TYP CONTINUOUS iv I- w REFER TO AO.2, A2.4 AND A6 SHEETS FOR REFER TO AO.2, A2.4 AND A6 SHEETS FOR r WATERPROOF MEMBRANE SILICONE SEALANT -H PROVIDE CLEAR ¢ I 1/4" THTYPOLYCRETE CERAMIC TILE FINISH/SPEC INFORMATION O FLOOR TILE OVER AT FLOOR UNDER TILE, SILICONE SEALANT 3 36 CERAMIC TILE FINISH/SPEC INFORMATION00 THIN SET, SEE SEE A2.3 MOP SINK \, I AROUND PERIMETER "_"- OF MOP BASIN PRIOR AO.2 AND A2.3 NOTE: TO S.S. INSTALLATION [�CAT EW PROVIDE WATERPROOFING MEMBRANE o ? WATERPROOF MEMBRANE -4 TO HAVE DEEP LEG TO ACCEPT GYP. BD. STRUCTURAL FLOOR MOP SINK AT FLOOR POLYCRETE, CORNERS WHERE TILE MEETS NON-TILE WALL AT WALL AND FLOOR PER O TYP. DETAIL ALL 1/4"W x 1/4"D KEYWAY, REQUIREMENTS ON A2.3 & A2.4, 1 SIDES OF MOP SINK SEE A2.3 TYP. PROVIDE KEYWAY AS G- G_ O 0 COORDINATE WITH DETAILS SHOWN, TYP. NOTE: CLOSE TO WALL AS NOTE: PROVIDE WATERPROOFING MEMBRANE POSSIBLE STAINLESS SCHLUTER-QUADEC Q � TILE BASE @ KITCHEN PROVIDE WATERPROOFING MEMBRANE AT WALL AT WALL AND FLOOR PER STEEL CORNER Q60E STAINLESS 0 J � A AND FLOOR PER REQUIREMENTS ON A2.3 & REQUIREMENTS ON A2.3 & A2.4, STRUCTURAL FLOOR GUARD STEEL CORNER GUARD - J TYPICAL AT ALL TILE BASE LOCATION U.N.O. SCALE: N.T.S. A2.4, COORDINATE WITH DETAILS SHOWN, TYP. COORDINATE WITH DETAILS SHOWN, TYP. WITH ANCHORING LEG W M O P SINK DETAIL CERAMIC TILE CERAMIC TILE Q W Z�:: rG.C. " TYPE X GYP. BOARD D SCALE: N.T.S. POLYCRETE BASE @ S. S. PANEL WALL 5/8" WATER 5/8" WATER z w MARLITE PANEL, H SCALE: N.T.S. RESISTANT RESISTANT GYP. Q _ M PAINTED 5/8" TYPE GYP. BD. OVER BD. OVER fn SEE A0.2 AND A2.4 X GYP. BOARD, METAL STUDS METAL STUDS O z O PROVIDE SEE A2.4 AND A0.2O0NUOUS CLEAR NE SEALANT G.C. TO PROVIDE G-EN COVE BASE CONTINUOUS CLEAR SILICONE SCHLUTER-QUADEC-CHANNEL SEALANT BETWEEN COVE 5/8" CEMENT BOARD, STAINLESS Q60E STAINLESS Z M J BASE AND GYP. BOARD SEE A2.2 CERAMIC TILE STEEL CORNER CERAMIC TILE STEEL CORNER GUARD pes = N Q GUARD WITH ANCHORING LEG w MILLWORK TO PROVIDE, WALL TILE, THIN SET TO � Q WATERPROOFING SHOULD REFER TO AO.2, A2.4 AND A6 SHEETS FOR REFER TO AO.2, A2.4 AND A6 SHEETS FOR W Q Z G.C. TO INSTALL WALLS AND CABINETS, i STAINLESS STEEL I NOT EXTEND ABOVE BASE SEE A0.2 AND A2.4 w 3C CERAMIC TILE FINISH/SPEC INFORMATION 3D CERAMIC TILE FINISH/SPEC INFORMATION J z J-CHANNEL AT BASE TILE AT THIS DETAIL z AT OF WAINSCOT I ALUM NUM EDGE RO PROTECTION Ia° m > BASE TILE, THIN C1 � d Q O BASE TILE, THIN SET TO WALLS, STRIP ; I CERAMIC WALL TILE. OUTSIDE CORNER PLAN DETAIL Q ao w v SET TO WALLS, / SEE A2.4 AND AO.2 3 O N Q C/) j SEE A2.4 AND AO.2 I , 1/4" HARDIEBOARD, TYP. w FLOOR TILE OVER I I FLOOR TILE OVER , I o I SCALE: 3"=1'-0" z H m ZQ THIN SET OR CARPET, THIN SET OR CARPET, a SEE A2.3 AND AO.2 of SEE A2.3 ND A0.2 4" HIGH x 1/8" THK MIN. I w POLYCRETE BASE, TYP ° ¢ FULL HEIGHT FROM BASE TO CEILING ON VERTICAL WALLS & SILICONE CAULK ALL 3/4" MIN RADIUS COVE, TYP I EDGES. o " WATERPROOF MEMBRANE i ! v FULL HEIGHT FROM CORNER GUARD AT BEVERAGE COUNTER HEIGHT FROM BASE S RUCTURAL FLOORLLip NN�� AT FLOOR UNDER TILE, 1/4" THK POLYCRETE I I BASE TO CEILING TO ALIGN W/ TOP OF S.S., SEE 1/A7.5 TO 5'-9" A.F.F. c m SEE A2.3 ALIGN TILE & COVE FLOOR, TYP I y - = BASE, TYP. STRUCTURAL FLOOR NOTE: BEVEL EDGE BACK TO BEVEL EDGE BACK TO BEVEL EDGE BACK TO an PROVIDE WATERPROOFING MEMBRANE AT WALL WALL BOTH SIDES WALL BOTH SIDES WALL BOTH SIDES AND FLOOR PER REQUIREMENTS ON A2.3 & ALIGN TILE & COVE o=� A2.4, COORDINATE WITH DETAILS SHOWN, TYP. BASE, TYP. WATERPROOF MEMBRANE 1/4"W x 1/4"D KEYWAY, AT FLOOR UNDER TILE, TYP. PROVIDE KEYWAY AS SEE A2.3 C TILE BASE @ DINING AREA CLOSE TO WALL AS " - _ BASE @GYP . B D . WALL POSSIBL PROVIDE WATERPROOFING MEMBRANE AT O fl.s TYPICAL AT ALL TILE BASE LOCATION U.N.O. SCALE: N.T.S. H N (D-LL, STRUCTURAL FLOOR WALL AND FLOOR PER REQUIREMENTS ON N O Of U c a n SCALE: N.T.S. A2.3 & A2.4, COORDINATE WITH DETAILS \ - i o »`m WALL TILE, THIN SET TO SHOWN, TYP. O Q n ° . .. N ,- WALLS AND CABINETS, P O L YC R E TE BASE @TILE WALL S/S ANGLE CORNER 1/2 S/S ANGLE CORNER 1 1 2 S/S ANGLE CORNER SEE A0.2 AND A2.4 I 1" 5/8" CEMENT BOARD, SEE A2.2 SCALE: N.T.S. GUARD, SET IN PLACE W/ GUARD, SET IN PLACE W/ GUARD, SET IN PLACE W/ STR'L ADHESIVE & SILICONE STR'L ADHESIVE & SILICONE STR'L ADHESIVE & SILICONE ALIGN TILE I CAULK ALL EDGES FROM CAULK ALL EDGES FROM CAULK ALL EDGES FROM w Z BASE TO CEILING BASE TO CEILING BASE TO CEILING FRP PANEL, SEE A0.2 AND A2.4 BASE TILE, THIN SET TO I" � 3 WALLS AND CABINETS, I I I I CONTINUOUS SEALANT CG- 3 C _G 1 C G_ 2 SEE AO.2 AND A2.4 w A7.3 5/8" CEMENT 'S I o I I m I I NOTE: BOARD, SEE A2.2 of FRP EDGE TRIM MOLDING ALL OUTSIDE CORNERS SHALL BE CAULKED AT EDGES a I I ° Revisions 4" HIGH x 1/8" MIN. w CORNER GUARD DETAIL ISSUED FOR LANDLORD REVIEW ° POLYCRETE BASE,, TYP I oof- 0Ot-21-2015 ALIGN TILE & COVE 3/4" MIN RADIUS COVE, TYP I SCALE: 1" = 1'-0" 02-04-2015 BASE, TYP. Tof of ISSUED FOR PERMIT 1/4" THK POLYCRETE � 3 L4 '4 -' FLOOR, TYP WATERPROOF MEMBRANE FLOOR TILE OVER AT FLOOR UNDER TILE, THIN SET, SEE A2.3 SEE AO.2 AND A2.3 NOTE: A PROVIDE WATERPROOFING MEMBRANE AT WATERPROOF MEMBRANE 0 STRUCTURAL FLOOR WALL AND FLOOR PER REQUIREMENTS 1/4"W x 1/4"D KEYWAY, AT FLOOR UNDER TILE, ON A2.3 & A2.4, COORDINATE WITH TYP. PROVIDE KEYWAY AS SEE A2.3 DETAILS SHOWN TYP. CLOSE TO WALL AS TILE BASE @ TILE WALL POSSIBLE PROVIDE WATERPROOFING MEMBRANE E AT WALL AND FLOOR PER SCALE: N.T.S. STRUCTURAL FLOOR REQUIREMENTS ON A2.3 & A2.4, v� AR C STAINLESS STEEL PANEL, COORDINATEWITH DETAILS SHOWN, TYP. `f ✓ �ir� SEE AO.2 AND A2.4 rn 5/8" FIRE RETARDANT = `1A.CIllPMAN POLYCRETE BASE @KITCHEN ;'i,HINES,IL I I PLYWOOD ABOVE CEMENT _ ®" BOARD, SEE A2.2 G TYPICAL AT ALL TILE BASE LOCATION U.N.O. SCALE: N.T.S. BEND STAINLESS STEE C-2 PANEL AT BOTTOM TO LAY OVER BASE OF 00 5/8" CEMENT BOARD, SEE A2.2 Ln N I I SET BOTTOM EDGE OF S.S. 02-04-2015 w a WALL PANEL IN FULL BED DATE Q w OF CLEAR SILICONE SEALANT EXPIRATION DATE 06-30-2015 > W U) w PROVIDE CLEAR SILICONE ,wcenECT 0 w SEALANT AT SEAMS O Z I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE of Q PARED UNDER MY SUPERVISION AND THAT TO THE BEST O a IY - BASE TILE, THIN SET TO OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, G_ m WALLS, SEE A0.2 AND A2.4 REGULATIONS AND ORDINANCES OF PORTLAND,OREGON � W RELATING TO STRUCTURES AND BUILDINGS. FLOOR TILE OVER THIN SET, SEE AO.2 AND A2.3 ARCHITECT STRUCTURAL FLOOR Drawn By Checked By PL, EA, RI AU WATERPROOF MEMBRANE ALIGN TILE & COVE Scale Date AT FLOOR UNDER TILE, BASE, TYP. SEE A2.3 NOTE: AS NOTED 01-06-2015 PROVIDE WATERPROOFING MEMBRANE AT WALL AND FLOOR PER Job No. REQUIREMENTS ON A2.3 & A2.4, 1 /�T-2115 COORDINATE WITH DETAILS SHOWN, TYP. TILE BASE @ S. S. PANEL WALL Sheet No. GENERAL CEILING NOTES CEILING MATERIAL LEGENDSOUNYSTEM SPEAKERS MOUNTED IN DINING AND COMMON ARE AOL WITH CEILING FINISH SHALL BE BLACK AND IN AREAS WITH 1. DIMENSIONS ARE FACE OF FINISH TO FACE ON SHEET A7.1. REFER TO DETAILS FOR SIMILAR TO SECTION ON A4.1. A.F.F. = ABOVE FINISHED FLOOR CEILING FINISH SHALL BE WHITE. GC TO COORDINATE LOCATION 0 OF FINISH, U.N.O. SEISMIC REQUIREMENTS FOR INSTALLING G.C. SHALL COORDINATE THE HEIGHT OF THE FLOOR FINISH INTERIOR AND EXTERIOR SPEAKERS WITH VENDOR SHOP DRAWINGS. CEILING FINISHES (IF APPLICABLE). 13. CENTER FIXTURES IN CEILING TILE UNLESS MATERIAL THAT WILL BE ATOP THE CONCRETE SLAB WHEN 2. ALL EXPOSED DUCTWORK TO BE LEFT OTHERWISE NOTED. G.C. TO NOTE START FRAMING FOR SOFFITS OR CEILINGS - UNPAINTED FACTORY FINISH. 8. ALL DUCTS, BOTH SUPPLY & RETURN MUST DIMENSION OF CEILING TILE AS GRID HAS DIFFUSERS AND GRILLES IN DINING AREA WITH1 CEILING FINISH BE INSULATED PER PROJECT PLANS & BEEN LOCATED TO HAVE LIGHT CENTERED SHALL HAVE UNPAINTED DUCTWORK SHALL BE FACTORY FINISH 3. G.C. IS NOT TO PAINT THE DINING ROOM SPECIFICATIONS. IN TILE TO BE CENTERED OVER TABLE ALUMIN M #4 MIL FINISH. DIFFUSERS AND GRILLE IN COMMON AREAS AC DUCT SUPPLY VENTS, LEAVE FACTORY LOCATIONS BELOW. -NO PATTERN- OPEN CEILING WITH CEILING FINISH SHALL HAVE FACTORY WHITE FINISH. ALL FINISH UNLESS OTHERWISE DIRECTED BY 9• PAINT CEILING (P-1). PAINT J-BOX & EXPOSED TO ABOVE CONSTRUCTION DIFFUSUS AND GRILLES IN KITCHEN SHALL HAVE FACTORY WHITE NOODLES AND COMPANY CONSTRUCTION CONDUIT TO MATCH CEILING PAINT. 14. CARBON MONOXIDE DETECTORS TO BE FINISH. DO NOT PAINT DIFFUSERS AND GRILLES. MANAGER. FIXTURES TO REMAIN UNPAINTED. INSTALLED PER CODE REQUIREMENTS. SEE ELECTRICAL DRAWINGS FOR LOCATIONS & 4. PAINT ALL EXPOSED INFRASTRUCTURE 10. ALL LIGHTING CONTRACTORS, TIME CLOCKS SPECIFICATIONS OTHER THAN DIFFUSERS TO MATCH CEILING & SECURITY CONTROL BOXES ARE TO BE 5/8" TYPE "X" SMOOTH FINISH G.C. TO COORDINATE CEILING GRID LOCATION NTH FIELD CONDITIONS t � -` ,' • STRUCTURE. BELOW CEILING AS HIGH AS POSSIBLE. 15. PRIOR TO THE START OF CONSTRUCTION, " ",: GYP. BD. OVER FRAMING AND DINING TABLE LAYOUT G.C. SHALL REVIEW SOFFIT LOCATIONS & 5. ADJUST SPRINKLER HEADS AS REQUIRED 11. PROVIDE SOFFIT AT CHANGE OF CEILING COORDINATE CONSTRUCTION WITH INTERIOR SEEAO.2 &�2.LGG 2 FOR NAND LGGISTRUCTION ON SHEETS PER CODE. FINISH. SOFFIT SHALL MATCH ADJACENT ELEVATIONS (A6 SHEETS), SECTIONS AND _ _ SIGNAGE COORDINATION NOTE: CONSTRUCTION OR SHALL BE 3 5/8" DETAILS (A2.2, A4, A5 AND A7 SHEETS). AND GYP. BOARD TYPES G.C. TO COORDINATE WITH SIGN COMPANY LOCATION OF ACCESS � 6. ALL DUCTWORK SHALL BE MOUNTED MIN. ® METAL STUD FRAMING ® 16" O.C. 5/8" QUESTIONS REGARDING FRAMING OR EXTENT PANELS. ACCESS PANELS TO BE BABCOCK-DAVIS OR EQUAL. 00 J +11'-6' A.F.F. HOLD AS TIGHT TO BOTTOM GYP. BD. - G.C. TO VERIFY CONDITION OF SOFFIT CONSTRUCTION SHALL BE EXTERIOR ACCESS PANELS TO BE 'BXT' OR EQUAL. G.C. TO OF JOISTS/CEILING TILE AS POSSIBLE. BROUGHT TO THE ARCHITECT ATTENTION. UNLESS OTHERWISE NOTED ON MECHANICAL LAY-IN CEILING GRID COORDINATE EXTERIOR PANEL LOCATIONS WITH NOODLES C.M. & 12. AT ENCLOSED ROOMS, PROVIDE METAL LANDLORD PRIOR TO INSTALLATION. AT STUD WALL LOCATIONS W 0 DRAWINGS. JOIST FRAMING TO SUPPORT 5/8" GYP. BD. 16. G.C. TO PROVIDE SEALANT/CAULKING AS SEE AO.2 FOR TYPE OF GRID PROVIDE AND INSTALL FIRE TREATED WOOD BLOCKING (MIN (2) 2 X Of CEILINGS. FOR SOFFITS OPEN SPACES, NOTED ON SHEET AO.2 AND TILE SPECIFIED 10) FROM STUD TO STUD, VERIFY SUPPORT NEEDED WITH SIGN _ 7. SEE ADDITIONAL TYPICAL CEILING DETAILS PROVIDE SUSPENDED CEILING SYSTEM COMPANY. 0 Q 0 U) 0 SPRINKLER SYSTEM NOTE LIGHT FIXTURE SCHEDULE W Q AN AUTOMATIC SPRINKLER SEXISTING WITHIN SYMBOL/LETTER z j THIS SPACETHE GENERAL CON RACTORSHALL BE Z RESPONSIBLE FOR SYSTEM REWORK AND MODIFY FOR NEW Q ROOM LAYOUT AND CEILING HEIGHTS IN CONFORMANCE WITH A d 01- N.F.P.A. 13 STANDARDS AND ALL STATE & LOCAL CODES & REGULATIONS. G.C. SHALL SELECT A QUALIFIED & F ex WC-t 7 8 O 0 EXPERIENCED SPRINKLER CONTRACTOR APPROVED BY THE BACK O Z LANDLORD TO DESIGN & INSTALL MODIFICATIONS TO EXISTING A 2�Y HEADER SYSTEM. ALL WORK SHALL BE DONE BY A QUALIFIED Fc U 0 BULK HEAD +6'-8" MIN. BULK HEAD HEIGHT OF +8'-0' AFF PROVIDE NEW 8'-0" BULK Z M SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE IF REQ'D, CUT fa- �x W *GGA STEM TO FIT 0 WALL, 8" 16 GA. B/ HOOD WALL, 8' 16 GA. BULK HEAD TO LG- P-2 HEAD WALL; 3 5/8" 16 GA. W 2 N C,) SHOP DRAWINGS AND SUBMIT THEM TO THE CITY & LANDLORD METAL STUDS ® METAL STUDS ® ACCOMMODATE B/ GYP BD FOR APPROVAL PRIOR TO FABRICATION. HEADS TO BE DISHWASHING MEN'S MTL. STUDS ® 16" O.C. AT (n � IF REQ'D, CUT 16" O.C., TYP. 16" O.C., TYP. ELIASON DOOR +8'-0" AFF � Q SEMI-RECESSED WHEN IN CEILING TILES & SURFACES. USE A3 � CM DETECTOR. 111 106 LG- P-2 EACH SIDE OF SOFFIT, TYP. � Q JL STEM TO FIT HARDWARE B/ GYP BD W STANDARD HEADS IN OPEN CEILING CONDITIONS. CENTER I I TRACK - - _.-. -- .._... _ ....---i- - . -. -- -- - +T-6" A.F.F. - SPRINKLER HEADS IN CENTER OF TILE WHEN USED. SPRINKLER Oc �Ki pg SENSOR. SEE - - - - - HEADS MUST BE CONCEALED TYPE IN THE DRYWALL CEILING. 0IFI -------------- - ----- ------ ----- --- ------ - '----- ------- B/A4 FIXTURE C) TRACK HEAD (!) CONTRACTOR IS REQUIRED TO NOTIFY LANDLORD A MINIMUM OF SCE k2 & SHADE UNIT Q 24 HOURS IN ADVANCE OF ANY SPRINKLER DRAIN DOWNS. a K ATER cLc_ +9'-6" AFF ;:f .'•:_ - "_ r'. { c^`� O N < W PRIOR TO SHUTDOWN, CONTRACTOR MUST ASSIST THE LL IN ® B/ CLNG TILE .'r.`'>' _ W EVALUATING THE WORK TO BE COMPLETED AND INSURE THAT D K3 - WC- DINING C PRECAUTIONS HAVE BEEN TAKEN TO PREVENT FIRES. TRACK HEAD 24"x24" 2'-9 " Q LJ (3 Z (- GENERAL CONTRACTOR SHALL TAKE CARE TO REPAIR OR ®DE �Ka & SHADE METAL +7'-0" AFF I bre 0` cO 4' " BAC 1 Al ; 103 >. •, ACCESS �:'o REPLACE MATERIALS DAMAGED BY SPRINKLER SYSTEM PANEL, B/ HEADER v ;. �, o INSTALLATION & TESTING. �KB PAINT TO W/ S.S. C.G. - Q o MATCH ;!T r' COORDINATE ACC u < o _ C 6' 4 =1 SIGNAGE COORDINATION NOTE: EXISTING --- --- --- - - -- L T DIFFUSER _ F �L +6'-8" MIN. I ` ..... CT-1 FRONT -- - FRONT .. .C7 t / Ic v c PANE NTH G.C. TO COORDINATE WITH SIGN COMPANY LOCATION OF FINISH „ LOCATION, SEE ACCESS PANELS. ACCESS PANELS TO BE BABCOCK-DAVIS B/ HOOD HEADER HEADER .. y',., yV ..;•;._ :x ® -'' "'D MECHANICAL PLAN DE �,- E OR EQUAL. EXTERIOR ACCESS PANELS TO BE BXT' OR NOTE: REFER TO ELEC. DWGS. FOR INFORMATION ON I � / I E�I '� TCQ;• i� ' i v = o EQUAL. G.C. TO COORDINATE EXTERIOR PANEL LOCATIONS LIGHTING, CM DETECTORS & CEILING MOUNTED OCCUPANCY CL c_ +9'-6" AFF WITH NOODLES C.M. & LANDLORD PRIOR TO INSTALLATION. SENSOR. CM LOCATIONS SHOULD BE FIELD VERIFIED AND B/ CLNG TILE fi'.. n Os T'-�'. 3'-2 " 6. 6., ® a o _ W AT STUD WALL LOCATIONS PROVIDE AND INSTALL FIRE COORDINATED BETWEEN SUPPLIER, INSTALLER & G.C. __- �/ " ' "'' " YR d u TREATED WOOD BLOCKING (MIN (2) 2 X 10) FROM STUD TO SUPERINTENDENT PRIOR TO INSTALLATION. KITCHEN PREP d ; dam 110 K +8'-0" AFF ° . STUD, VERIFY SUPPORT NEEDED WITH SIGN COMPANY. - ------ --_ ® LG- P-2 - m D D t �•„ o 0 CENTER MENU BOARDS 0 B/ GYP BD ON PASS-THRU, CENTER V o ' A1 /A3' FIXT. MOUNTING HEIGHT 'GGA' FIXT. MOUNTING HEIGHT LIGHTS ON MENUIBO�ARDS i ®D ® D ®D ®D ®DE ®D WOO S - Uar ° � MOUNT UNISTRUT TO SUPPORT - -- - - - - - - - _ _ r MOUNT UNISTRUT TO -- - _ SUPPORT LIGHT FIXTURE AS LIGHT FIXTURE AS HIGH AS i'Q E4 ^ I POSSIBLE WITH ATTACHMENT AT BACK HEADER WC- * - HIGH AS POSSIBLE WITH a ::% T o SOFFIT HEADER ATTACHMENT AT TOP CHORD TOP CHORD OF BAR JOIST; REFER FRONT HEADER P-4 '- - ? . .\ . S-2 : . 1 AN 7 1 F R YP A a., , 3 1 :. '. ., . ..; .;.; :4 ,;. „ OF BAR JOIST, REFER TO TO A4. D A 0 T ICL - ",',` ' • = _ METAL STUDS A UNISTRUT DETAILS CONT. CG-2 +8 -6 AFF . . .. '.... '•_:: : P 4 :.: .,.<`,., 2' -11 ' . A4.1 AND A7.1 FOR TYPICAL '` 1. B HEADER .,: 1,.:_ 1 „ . >I. , .. .. ; .. ..,.. „ , .. „ y:a: :...".' :,.,,,••; ; C , 4 <: I 16" O.C. TYP. "�:...1 •.2.x:6. 6•. :•2..«,6• _ "`i� '� O UNISTRUT DETAILS VARIES t18'-0" A.F.F. UNDER / 1Q . . SOFFIT W S.S. C.G. :- © To + K B/WALL AT 1 ; ... . TO ±24'-10" A.F.F. ;.:<.. .. .. ...... . . . . . . . . : .•.: • .: r.-:, . ; '•..:. ..:, } :_.L •C. :'1, � rn VARIES ±18'-O" A.F.F. TO B DECK � ORDER TO GO -, . _. .. . • .:. . . ... _ ... . .... •- •. : _•. . ... . _. ........ . . ..:.:• `i• / 24 -10 A.F.F. 109 ;.:., .. .1. :• t. b T NG H � 2' � BOARD CEILI / T K K B DECK VARIES t16'-6" A.F.F.TO 10'-4" AFF t23 3 1 4 A.F.F. y` OFFIT Revisions ., J-BOX - B/ GYP BD „_ ::.,.:•;'._.'•:..:..• ,, .. ., •.,.; .. ; ,.0'., -� ,p`y `( - VARIES t16 -6 A.F.F. TO B JOIST / , ,: ; .` .' ,.;.. • . '•• •,<I-i I `. i _ ..C'.h tF`` =+N I B/ GYP BDF ISSUED FOR LANDLORD REVIEW B/J-BOX G.C. TO PROVIDE BULK HEAD MOUNTED 36" 23'-3 1 4 A.F.F. TRACK STEM WALLS ABOVE COOLER ON EXPOSED I LL ra I I I LG- �01-21-2015 B/JOIST - -- --------- F ' ± `� - P-2 ISSUED FOR PERMIT ABOVE B A SIDES; 3 5/8" 16 GA. MTL STUDS ~ _ / - 1 -7 -4 02-04-2015 FIXTURE t12'-0" A.F.F. - ® 16' O.C. W/ 5/8' GYP. BD. I o 4' 4'-11" t12'-0' A.F.F. 1 1 I =_ A I B/CEILING TILE - AND WC-1 TO 6' ABOVE CEILING, p r: P-3 1'-04" 'r , _ k I 0 B/CEILING TILE i7 _ 12" STEM, FIXTURE LIGHT ALIGN FACE W/ EDGE COOOF COOLER -- F - F n K6E� ,N A4.1 K6 SOFFIT - K6 K6 2 3 t - _ a._... 9 -3- SOFFIT 10'-0" 10 0 4'- j9 -9 - .`1 -1 --- TYP. 2� -- DINING B 6ol t7'=6" A.F.F. t 6'-0" A.F.F. 1 ` - - F . ]r' . � •. 3 �1 ' 0 i 4 102 i i I B/FIXTURE a/FIXTURE _ I OPEN TO DECK A,. LIGHT FIXTURE iii ABOVE COOLER y L 2.." lA -- " I L - - v 0'-0" A.F.F. 0'-0" A.F.F. I FC FC K3 l; SOFFIT HEADER 3 5/8 T/FLOOR - T/FLOOR DO GA. METAL STUDS ® 16" 1 ADJUST 'GG' FIXTURE TRACK AS NECESSARY TO AVOID CONFLICT KITCHEN STORAGE N' �� h _ O.C., TYP. B/HEADER AT WITH J-BOX AND B/TRUSS 11271 - ------------ --- K3 �I 10'-9" 10'-0" -10 10'-4" A.F.F. TO ALIGN +9'-6" AFF I P-3 io WITH GYP. BD. CEILING I � D ARC�a > > 'K r cLG- B/ CLNG TILE .. &'-8' FR NT 7"E O " -10 6 5'-10' °° 9,_5„ K6E -5 1 r� K3/K4 TRACK FIXTURE K6/L FIXT. MOUNTING HEIGHT 1 1 1 'A CHIPMAN t FV1 MOUNT UNISTRUT TO SUPPORT LIGHT Q MOUNTING HEIGHT FIXTURE AS HIGH AS POSSIBLE WITH _ ATTACHMENT AT TOP CHORD OFF. MOUNT UNISTRUT TO SUPPORT LIGHT BAR JOIST; REFER TO A4.1 AND A7.1 FIXTURE AS HIGH AS POSSIBLE WITH 2�' ` FOR TYPICAL UNISTRUT DETAILS 1 ; K6 �I K6 p K6 - "' K6 o I n ATTACHMENT AT TOP CHORD OF VARIES: t18'-0' A.F.F. TO 4?5 FI"'0+ ORTRUSTYP CAL UNISTRUT DETAILS S; REFER TO A4.1 AND 1 - -_- j __.__- -- - F ;. 1 a - -- _ L t24'-10' A.F.F. (V.I.F- )� IF B/DECK ---- / I VARIES t18'-0" A.F.F. TO VARIES: +16'-6" A.F.F. YRA j 02-04-2015 24'-10" A.F.F. TO t23'-3 114 A.F.F. DATE B/DECK (VA.F.) B/JOIST 06.30-2015 G.C. TO INSTALL ENTRY +7'-6" A.F.F. DINING A +12'-0" AFF P-1 LG- ( EXPIRATION DATE LIGHTS OPPOSITE OF 100 B/A3 FIXTURE 101 B/ CLNG TILE SEASONAL PATIO VARIES t16'-6" A.F.F. TO _t12'-3" A.F.F. EVAPORATOR AIR ARCHITECT J-BOX 23'-3 1 4" A.F.F. B/J-BOX - FLOW. SILICONE SEAL +10'-4" AFF 114 IHEREBYCERTIFYTHATTHESEPLANSHAVEBEENPRE- J-BOX LG- P-2 PARED UNDER MY SUPERVISION AND THAT TO THE BEST THREADED e/JOIST LIGHTS AND CONDUIT B/ GYP BD I C ,..--�, OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, ROD "K1" TRACK t12'-0" A.F.F.- AS REQUIRED, TYP. -\ REGULATIONS AND ORDINANCES OF PORTLAND,OREGON 110_4" A.F.F. B/CEILING TILE RELATING TO STRUCTURES AND BUILDINGS. B/GYP BOARD - _t10'-2" A.F.F. UNISTRUT 9. 18" STEM ARCHITECT t9'-B" A.F.F. B/FIXTURE YYYYC(YD Drawn By Checked By B/-K2- FIXTURE "K6" LIGHT FIXTURE [:1 1:1 "K2" LIGHT FIXTURE PL, EA, RI AU ON TRACK SYSTEM Scale Date 1/4"=1'-0" 01-06-2015 0'-0" A.F_F. 0'-0" A.F.F. Job No. T/FLOOR T/FLOOR - REFLECTED CEILING PLAN 14-2115 ADJUST 'K' FIXTURE TRACK AS NECESSARY TO AVOID CONFLICT WITH ADJUST 'K' FIXTURE AS NECESSARY TO AVOID CONFLICT J-BOX AND B/TRUSS WITH J-BOX AND B/JOIST A SCALE: 1/4"=1'-0" NORTH Sheet No. A2 . 5 SURFACE MOUNTED FEMININE NAPKIN �\ ^ �N HOLDER GRAB BAR 1-1/2"0 - 6x16 GA BACKING / I V p-2 SEE RCP ON A2.5 P-2 UNDERSIDE P-2 40' RECESSED MOUNTED SPACE BETWEEN GRAB PLATE CONT - { LLJJ H BULLNOSE TRIM FOR LIGHT FIXTURE, UNDERSIDE UNDERSIDE P-2 TILE, TYP TYP. N P-1 FEMININE NAPKIN BAR & WALL MIN. EXTEND 1 STUD MIN. P-1 BULLNOSE TRIM 42" MI HOLDER 1-1 2" BEYOND ATTACHMENT \ P-1 UNDERSIDE B q C 12' / ENAMEL P-1 TILE, TYP VII 36" 6' z BULLNOSE TRI : : BULLNOSE TRIM 17" IN. NO P-1 NO NO No Qg T ELONGATED X w o TILE, TLP z G z TILE, TYP CT-1 X > W Z Z o D m4-s-rju IFmJ M a z a o U Q o PROVIDE 8 ? m PROVIDE w BLOCKING BLOCKING O -I _ IaO � C :��.N � Q i _ M m m M Of CT-1 cn cD in CT-1 mj o in CT-1 oD rn CD in O ao : cD in 7„-9,. m z 18" IE THERMAL SHIELD ® HOT B-2 �� B-2 B-2 \ B-2 \ WATER & DRAIN PIPES 4'-10 C EARANCE m ACCESSIBLE TOILET STALLI URINAL ACCESSIBLE LAVATORY I A o B WoC o D p o G.C. TO PROVIDE ALL REQ'D BLOCKING G.C. TO PROVIDE G.C. TO PROVIDE ALL REQ'D BLOCKING MEN 'S RESTROOM ELEVATIONS Z z z MOUNTING HEIGHTS ALL REQ'D BLOCKING I 3 RESTROOM TOILET FIXTURES & ACCESSORIES SCALE: 1/4"= -0" I SCALE: 1/4"=1'-0" T_ 1 T_ P-2 00 G P-2 UNDERSIDE SEE RCP ON A2.5 NDERSIDE TOILET ROOMS SHALL CONFORM TO ALL ACCESSABILITY REQUIREMENTS OF THE PROVIDE P-2 FOR LIGHT FIXTURE, P-2 BLOCKING P-1 UNDERSIDE TYP. N P-1 UNDERSIDE W C.O.S. AMENDED CHAPTER 11, AND THE N 2" 1 PLUMBING CODE INCLUDING BUT NOT BULLNOSE TRIM P_1 BULLNOSE TRIM A C P-1 B LL w LIMITED TO THE FOLLOWING MOUNTING TIDE, TYP TILE, TYP HEIGHTS: : P_1 : : g BULLNOSE TRI O Q L N o N o BULLNOSE TRIM o TILE, TYP o J F -1 (8� ¢ A. TOILET PAPER DISPENSER - 36" MAX. PROVIDE z ENAMEL z TILE, TYP z z `U)^ O Q U X N a U Y o BLOCKING - W x w J oo X W J J app O o p FROM REAR WALL, 19" MIN. A.F.F. n CT-1 - _ .... VJ a o o a ¢ o o a g :< o ? w o_ B. KNEE CLEARANCE AT LAVATORY - H w oD W lY U . ^^ (Y U O Z Z O Z Z Q = ° U - - J J D � a a a o o� owoF ooOz � F `tma m � � � H m � � � m � � � C �o � � ♦� o z r z o z > = N o o = o o 1- o ¢ m o APRON 29" MIN. HT., 8" MIN. DEPTH. CT-1 lO D n w n CT-1 LD n w n Q (n vJ o ro - I- o F ^ \ o ^ \ o o n U- C. FLUSH HANDLE SHALL BE ON THE n _ n _ I n n z U U� z z w -H - w ` -H w = _ w ° H Q `^ m _ a m _ G d OPEN (ACCESSIBLE) SIDE OF THE TOILET -H J D ° ° Z = t8" L B-2 \ \ B-2 \ B-2 - \ < C3 Q vJ TO CLEAR TOP D. CLOTHES HOOKS - 42" A.F.F. OF BASE TILEB-2 CT-1 _ Z CL z ACCESSIBLE ACCESSORIES I E. MAINTAIN 1/8" MAX GAP AT TOILET A 10 O B iD o C (0 o D D F m o Q LL G.C. TO PROVIDE ALL REQ'D BLOCKING PARTITIONS, TYP. O I- W Q MOUNTING HEIGHTS, CONTINUED WOMEN ' S RESTROOM ELEVATIONS U z co J Q 4 RESTROOM TOILET FIXTURES & ACCESSORIES SCALE: 1/4'=1 -0" 2 SCALE: 1 4 =1 -0 06 Q MANUFACTURER RECOMMENDED SIGNAGE NOTES NOTE• LTJGC TO PROVIDE AND W O START WITH FULL TILE FROM J O ANCHORS TO SLAB TOP. Q ---._.-.-- __ - . . -...----_--- .- 1. NOODLES & COMPANY SUPPLIES SIGNAGE Q (n Id Or- Q REFER TO SHEETS A2.5 O c0 Of Q � 2. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED �- Q J AND EFOR INFORMATION (VJ _ Z I Lu BY A CIRCLE 1/4" THICK AND 8" IN DIAMETER. WOMEN SANITARY O O (7 ON CEILING MOUNTED FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK AND 8" IN OCCUPANCY SENSOR z 0 F- W W SINGLE LEVER, SINGLE DIAMETER. SEC. 4.28.2. HOLE MOUNT LAVATORY FAUCET, 3. 4.30.2 CHARACTER PROPORTION (ADA COMPLIANCE GUIDE) LETTERS AND SEE PLMBG. DWGS. NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND C •o m 1:10. Varma 0 I I �Cyo 'O 4. 4.30.3 CHARACTER HEIGHT. (ADA COMPLIANCE GUIDE) CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING I DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS W - o MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. °- -.- -- - - -- --- -.- -HEIGHT ABOVE FINISHED FLOOR: SUSPENDED OR PROJECTED OVERHEAD PLAN 4" RAD. 4" RAD. IN COMPLIANCE WITH 4.4.2 a V ZURN Z-1231-79 WALL 5 LAVATORY CONCEALED -MINIMUM CHARACTER HEIGHT: 3"(75mm) MINIMUM IF 2x PRESSURE-TREATED 5" 7'-6" 5" ARM SYSTEM WOOD BLOCKING IS NOT ALLOWED AT WALL CAVITY 5. 4.30.4 RAISED AND BRAILLED CHARACTERS AND PICTORIAL SYMBOL SIGNS fill HOLDFOR SINK SUPPORT, (PICTOGRAMS). (ADA COMPLIANCE GUIDE) LETTERS AND NUMERALS SHALLDURAVIT MANUFACTURER • BE RAISED 1/32" (0.8mm) MINIMUM, UPPER CASE, SANS SERIF ORREP. RECOMMENDS CARRIER SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. U QSYSTEM - 'GEBERIT' MODEL RAISED CHARACTERS SHALL BE AT LEAST 5/8" (16mm) HIGH, BUT NO D „` s#111434001 HIGHER THAN 2" (50mm). PICTOGRAMS SHALL BE ACCOMPANIED BY THE _SINGLE LEVER, SINGLE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE ;HOLE MOUNT LAVATORY MEN WOMEN PICTOGRAM. THE BORDER DIMENSION SHALL BE 6" (152mm) MINIMUM INHEIGHT. ;• L ',FAUCET RE: PLMBG. DWGS. -,6. 4.30.5 FINISH AND CONTRAST. ADA COMPLIANCE GUIDE THE( ) MENS\`.. CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, - ----- -- d OR OTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL I i 106 CONTRAST WITH THEIR BACKGROUND-- EITHER LIGHT CHARACTERS ON A I S 0 DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. C�FgR" o 7. 4.30.6 MOUNTING LOCATION AND HEIGHT (ADA COMPLIANCE GUIDE) o C A i a o MALE, FEMALE, H/C TOILET WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND _ 1 G m = AT TOILET ROOM DOOR SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE D g ! I6 ; Revisions LATCH SIDE OF THE DOOR WHERE THERE IS NO WALL SPACE TO THE A2.6 dc6ISSUED FOR LANDLORD REVIEW LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS„ SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT 6 1 4" A B 01-21.2015 SHALL BE 60" (1525mm) ABOVE THE FINISH FLOOR TO THE CENTERLINE _ ISSUED FOR PERMIT o OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO _-___ ` i 1'-7 02-04-2015 THAT A PERSON MAY APPROACH WITHIN 3" (76mm) OF SIGNAGE N ! Q WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE -I -- - --- - N ZURN Z-1231-79 WALL SWING OF A DOOR. Q LAVATORY CONCEALED ARM SYSTEM 8. 4.30.7 SYMBOLS OF ACCESSIBILITY. (ADA COMPLIANCE GUIDE) FACILITIES GC TO PROVIDE AND INSTALL AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCESSIBLE BY 4.1 Q SHALL USE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SYMBOL MANUFACTURER RECOMMENDED SHALL BE DISPLAYED AS SHOWN IN FIG. 43 (A) AND (B). ANCHORS TO SLAB 9. REFER TO GUIDELINES FOR ANY FIGURES OR REFERENCES NOT SHOWN. 4F 3 1 1/4" Q FIGURE 43(8) I %L _ ___ ___ RESTROOM COUNTER TOP MEN ' S WOMEN ' S RESTROOM SIGNAGE F _k.;. I � I i WOMENS _N .. 6 SCALE: 1"=1'-0" NO SCALE 107 ACCESSORY SCHEDULE GENERAL NOTES D n Q F 1. G.C. TO PROVIDE 2x6 BLOCKING IN WALL FORD 2 j 16 - O 1r- U,A,.CHIPb1AN \'ft SYM. DESCRIPTION QTY. PROVIDED BY INSTALLED BY SYM. DESCRIPTION QTY. PROVIDED BY INSTALLED BY BOTH BATHROOM SINKS. D B i"-, (') 2. G.C. TO PROVIDE BLOCKING FOR ALL ACCESSORIES. A2.� 6 H 3. LAVATORY DRAIN AND HOT WATER PIPES INSULATED WHEN EXPOSED. MIRROR PAPER TOWEL DISPENSER 4. ROOM DOOR HARDWARE SHALL BE LEVER TYPE. '""Q----------=iJ ' OA 2 G.C. G.C. O 2 G.C. G.C. f , BOBRICK B-165-2436 BOBRICK MODEL #B-3944 5. G.C. AND ALL VENDORS TO VERIFY QUANTITIES PRIOR TO ORDERING. N �_ OF C� * SOAP DISPENSER BOBRICK B-233 6. PROVIDE CHROME PLATED STAND-OFF VALVE AT B O 5 OWNER G.C. H STAINLESS STEEL 4 G.C. G.C.FROM ECOLAB O ALL MEN'S ROOM URINAL(S), TYP. : cO CLOTHES HOOK 7. ODOR CONTROL MISTERS SHALL BE PROVIDED AND TOILET PARTITIONS, PARTITION INSTALLED BY ECOLAB, G.C. SHALL COORDINATE STAINLESS BOBRICK TE GRAB 1 ARS. Oj DOORS & HARDWARE; BOBRICK SEE G.C. G.C. ANY NECESSARY BLOCKING. 02-04.2015 STAINLESS STL GRAB BARS, 1042; COLOR: BLACK 1595 PLAN B. MISTERS TO BE SECURED TO STUDS IN WALL. DATE O SATIN FINISH 2 G.C. G.C. 9, SEE SHEET A1.1 GENERAL FIXTURE AND 1 6 1/4 1 -7 EXPIRATION DATE 06-30-2015 (1 VERTICAL, 2 HORZ. ® SETS KOALA BABY CHANGING T-6 1 4' EQUIPMENT NOTES REGARDING PLUMBING 5" / � 5" EACH RESTROOM) O TABLE KB200-05 WHITE 0 G.C. G.C. INSTALLATION OF FAUCETS HOLD ARCHITECT GRANITE (HORIZ.) RESTROOM PLAN I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- KOALA BABY CHANGING CAULKING NOTES A / PARED UNDER MYKNOWLEDGE, ,THE SAME SUPERVISION ALL RULES,TOILET TISSUE DISPENSER OF E KNOWLEDGE,THE SAME AND THAT THE EST p SURFACE MOUNT B-2888 2 G.C. G.C. L TABLE KB101-05 WHITE 2 G.C. G.C. SCALE: 1/2"=l'-O" 8 REGULATIONS AND ORDINANCES OF PORTLAND,OREGON GRANITE (VERT.) RELATING TO STRUCTURES AND BUILDINGS. FEMININE NAPKIN DISPOSAL OG.C. TO PROVIDE CONTINUOUS SEALANT/CAULK NORTH FOR DIAPERS T.B.D.E SURFACE MOUNT 0 G.C. G.C. O COVERED LID .B.D. p G.C. G.C. FOR ALL ITEMS BELOW & PER CAULKING ARCHITECT MODEL #B-254 SCHEDULE REQUIREMENTS. SEE AO.2 FOR FEMININE NAPKIN DISPOSAL MISTERS (ECOLAB) SCHEDULE. Drawn By Checked By ORECESSED MOUNT 1 G.C. G.C. O SECURE TO STUD IN WALL 2 ECOLAB ECOLAB 1. G.C. SHALL CAULK ALL TOILET FIXTURE AND PL, EA, RI AU BOBRICK MODEL #B-353 G.C. TO COORDINATE ANY NECESSARY BLOCKING ACCESSORIES TO FLOORS AND WALLS, TYP. Scale Date * PLEASE NOTE ITEM B IS ALSO LOCATED IN KITCHEN AT EACH HAND WASH STATION - QTY. ABOVE REFLECTS TOTAL NUMBER IN RESTAURANT. 2. G.C. SHALL CAULK ALL TRANSITIONS BETWEEN AS NOTED 01-06-2015 ** ELEVATIONS FOR MOUNTING HEIGHT AND LENGTH PROVIDED BY G.C. TILE AND WALLS. Job No. 14-2115 8 ACCESSORY SCHEDULE at No. A2 . 6 CONDENSING ROOF PLAN NOTES DIMENSION I BILL OF MATERIAL FOR ONE RACK UNIT p .rnBLE e riu NO OESCRIPi[ON LENGTH Or 1. G.C. IS TO VERIFY IF L.L. 7. G.C. SHALL REPAIR/ SLOPE SLOPE RDI SUPPORT u -A- ROOFING CONTRACTOR IS REPLACE DAMAGED DOWN DOWN SLOPE RACK E •TO BE USED FOR INSULATION SYSTEM DUE DOWN �„ ,, „„„„„ , ROOFING WORK PRIOR TO TO NEW WORK. REPAIR/ r , 2"X6" WOOD l9Ox luxEl/!• ANY ROOFING WORK. REPLACEMENT WORK G.C. TO PROVIDE AND INSTALL I I I �' r sr SHALL BE COMPLETED I I j r�u 1OLE 2. L.L. TO SEAL ALL CRICKET AT NEW ROOF TOP MIRO SUPPORT WITH NEW MATERIALS TO I I +1 MODIFIED/REMOVED MATCH EXISTING. EQUIPMENT AS NECESSARY FOR PAD OR OPENINGS PER POSITIVE DRAINAGE AROUND I I EQUIVALENT •„ MANUFACTURER EQUIPMENT. G.C. TO USE ROOF I I FOOT 8. G.C. SHALL VERIFY NEED MATERIAL TO MATCH EXISTING, TYP. I PLATE RECOMMENDATION, TYP. FOR GUARD RAIL(S) AT G.C. TO VERIFY & DOCUMENT 'Y''^" (VENTS, ETC.), SEE M.E.P. INSTALLED LOCATION OF EXISTING ROOF DRAIN I I CONDENSING UNIT ROOF DECK CONDITION OF ROOF AND PLATE DETAu DRAWINGS FOR RTU AS RELATED TO I I REPORT ANY EXISTING DAMAGES ADDITIONAL INFORMATION. EXISTING PARAPET I I TO NOODLES C.M. & LANDLORD SUPPORT DETAIL ' CONDITION. PROVIDE 0101- L _ — — — —J REPRESENTATIVE PRIOR TO 3. EXISTING ROOFTOP GUARDRAIL(S) PER LOCAL COMMENCING ANY WORK. EXHAUST, PIPES, CODE AS REQUIRED. PENETRATIONS, CURBS & LZ - ±38'-74" THE RACK FOR CONDENSING UNIT SHALL BE PROVIDED � OTHER EQUIPMENT NOT 9, ALL ROOF TOP j „ RDI „.� REQUIRED BY EQUIPMENT TO HAVE A t7'-10" t4'-6j" +I V.I.F. BY KITCHEN EQUIPMENT SUPPLIER AND INSTALLED BY , „,,„„ M / VISIBLE MIN. 1" TALL GC. GC TO INSTALL RUBBER MATS PER DETAILS. THE VIEW v :4'"" FRONT VIEW r.„ o.. rw W NOODLES IMPEADING V.I.F. V.I.F. REAR VIEW SIDE VIEW „„ d* muA�+• WORK TO BE BLACK LETTERS RACK SHALL NOT BE ATTACHED TO THE ROOF. FOR RACK TO BE PNNTED NTH 7 w "" `°""� "' ""` m Aac•ux[u.r Mm 'N� REMOVED/RELOCATED BY IDENTIFYING SPACE MORE INFORMATION, PLEASE SEE MECHANICAL DWG_. 201 UUGHT CRAYPRIMER .;.:• r.r.vv O1 + "•� 030006196 W L.L., TYP. L.L. TO NUMBER, TENANT'S TRADE PATCH/CAP/REPAI R/REPLACE NAME AND EQUIPMENT AS REQUIRED. DESCRIPTION. - - 0 O Q Q 4. IF WORK AFFECTS OTHER EXISTING ROOF DRAIN 10. G.C. SHALL REPAIR/ ±35'-04" (n 0 TENANTS, G.C. TO REPLACE DAMAGE ROOF COORDINATE WORK IN V.I.F. DUE TO NEW WORK. _ OTHER TENANT SPACES REPAIR/ REPLACE WORK h = G.C. TO PROVIDE AND INSTALL ALUMINUM FINISH ROOF W WITH LANDLORD & _ > WALKWAY SYSTEM WITH INTEGRATED STEPS/RUNGS, SHALL BE COMPLETED W/ rn - Q TENANTS. WORK TO BE NEW MATERIALS TO NON-SKID GRATED PLATFORM, AND MIN. 42" HIGH z DONE AFTER MATCH EXISTING. GUARD RAILS ON BOTH SIDES. BOTTOM OF PLATFORM D HOURS/BEFORE HOURS SHALL BE MIN. 2" ABOVE DUCTWORK. G.C. TO PROVIDE _ G.C. TO COORDINATE TIME11. G.C. TO PROVIDE AND __ _ _ _ ADDITIONAL SUPPORTS/REINFORCING AS REQ'D & PER 0- � OF OPERATION FOR INSTALL CRICKET AT NEW E MFR. RECOMMENDATIONS. G.C. TO PATCH/REPAIR Z TENANT SPACES. SOME ROOF TOP EQUIPMENT AS I I ROOFING SYSTEM/MEMBRANE AS REQUIRED DUE TO _ O z TENANTS HAVE EVENING NECESSARY FOR POSITIVE INSTALLATION OF WALKWAY SYSTEM. HOURS. DRAINAGE AROUND I I ` , 5. SEE MECHANICAL & EQUIPMENT. G.C. TO USE I I L:i j _ U Z 04 ROOF MATERIAL TO I I +1 N Z STRUCTURAL DRAWINGS MATCH EXISTING, TYP. i I I DOS O ti Q INFORMATION.ON. -H > I I 8 (n Q z 12. G.C. TO VERIFY & I I --- _ w 3 Q DOCUMENT CONDITION OF EXISTING HIGH PARAPET J O J 6. G.C. IN SEAL ALL NEW ROOF AND REPORT ANY I I OPENINGS PER EXISTING DAMAGES TO I I - TO REMAIN TYP. - _... _- _ _—__.._.._ Q 0 � MANUFACTURER O co LL NOODLES C.M. & L _ _ J , , O RECOMMENDATION, TYP. LANDLORD i r- Q (VENTS, ETC.), SEE M.E.P. REPRESENTATIVE PRIOR In j _--___- — -__- - _ p O DRAWINGS FOR TO COMMENCING ANY Z r �- � ADDITIONAL INFORMATION. WORK. LL t 6" t47'-8" o vT j V.I.F. V.I.F. r - - - - - - - - - - - - - - - - - - - - - - - - -- - -- -- _ - . -.- _---..-- - _ _.. --- - - - - - +1 SLOPE LINE OF NOODLES o DOWN I i SPACE BELOW v o m � I C o.- •o LANDLORDS WORKLETTER HVAC NOTE ' `= I j SLOPE - .....-..- - N N ^o m NO HVAC EQUIPMENT OR CURBS BY LANDLORD. I DOWN SLOPE I LANDLORD SHALL PROVIDE ADEQUATE ROOF AREA. I DOWN ¢ I STRUCTURAL SUPPORT SHALL BE CODE AND r- LZ — ------ - ---- --N--� ----------- Um •o MANUFACTURER COMPLIANT AND SHALL BE ADEQUATE TO o] j t6'-7" 2'-0 I t34'-10' I a d m SUPPORT TENANT'S SPECIFIED HVAC UNITS, CONDENSING -H V.LF. I.F. V.I.F. o I G »-- _ UNITS AND OTHER ROOF TOP EQUIPMENT INCLUDING Q•_ VENTS AND HOODS. - �._ I- r„ N LANDLORD TO INSTALL PERMANENT ROOF SYSTEM IN A _ - _____-__—_ t U Q n a MANNER APPROVED BY ROOF MANUFACTURER IN A WATER-TIGHT CONDITION. SCREENING OF ROOF EQUIPMENT REQUIRED BY LANDLORD OR GOVERNING JURISDICTION - _ _ SHALL BE PROVIDED BY LANDLORD. t EXISTING HIGH PARAPET I I EXISTING LOW TO REMAIN, TYP. I PARAPET TO L law -- - -I REMAINITYP. - - -- - .-. - - - --- - - - - - - - I- - ROOFTOP EQUIPMENT SCOPE OF WORK SCHEDULE I _-_--_--- -__-- STRUCTURAL DESIGN INSTALLATION ROOFTOP PROVIDE AND PATCH/REPAIR ROOF AT NEW/ FOR EQUIPMENT OF DESIGNED PENETRATION INSTALL EQUIPMENT PROVIDE INSTALL ....... EQUIPMENT INSTALLATION TO ITEMS EXISTING SUPPORT AT ROOF STRUCTURE THRU TO SPACE CURBS OR RAILS UNIT UNIT WEATHER TIGHT CONDITIONS I I Revisions RTU-1 N NOODLES G.C. G.C. NOODLES/G.C. NOODLES G.C. G.C. I I QISSUED FOR LANDLORD REVIEW 01-21-2015 RTU-2 N NOODLES G.C. G.C. NOODLES/G.C. NOODLES G.C. G.C. I I OISSUED FOR PERMIT I - , 02-04-2015 MUA-1 N NOODLES G.C. G.C. NOODLES/G.C. NOODLES G.C. G.C. EF-1 N NOODLES G.C. G.C. NOODLES/G.C. NOODLES G.C. G.C. EF-2 N NOODLES G.C. G.C. NOODLES/G.C. NOODLES G.C. G.C. EF-3 N NOODLES G.C. G.C. NOODLES/G.C. NOODLES G.C. G.C. I I 0 EF-4 N NOODLES G.C. G.C. NOODLES/G.C. NOODLES G.C. G.C. I I 0 COND-IM N NOODLES G.C. G.C. G.C. KES KES/G.C.** G.C. COND-WIC N I NOODLES G.C. G.C. G.C. KES ES/G.C.* G.C. II ROOFING E - - - - - - G.C. SLOI ( r 1. SCHEDULE SHOWS RESPONSIBILITIES FOR SCOPE OF WORK NECESSARY AT ROOF FOR ROOF TOP EQUIPMENT INSTALLATION. SEE MECHANICAL I DOW E PLANS & SPEC FOR EQUIPMENT INSTALLATION INFORMATION. ONCE EQUIPMENT IS INSTALLED AT ROOF AND PATCH/REPAIR TO WEATHER TIGHT I DOI � cr CONDITIONS IS COMPLETE, REFER TO OTHER REQUIREMENTS IN DRAWINGS SET. 2. G.C. TO COORDINATE EQUIPMENT & EQUIPMENT CURB REQUIREMENTS WITH VENDORS (LENNOX & CAPTIVE AIR). I I I ( w 'A.CHIPMAN Cis L 'o.3653 3. G.C. TO VERIFY WITH NOODLES C.M. AND LENNOX REP FOR PROVISION OF CURBS. I - r' C � D LAINES,IL 4. G.C. SHALL BE RESPONSIBLE FOR ON SITE COORDINATION WITH L.L. REQUIRED SUBCONTRACTORS. d 5. REVIEW THIS SCHEDULE, AO.1 RESPONSIBILITY SCHEDULE, DRAWINGS SET & EXECUTED LEASE WORK LETTER. ANY DISCREPANCIES OR QUESTIONS I j I O�'i o� SHALL BE BROUGHT TO ARCHITECT'S ATTENTION PRIOR TO THE START OF CONSTRUCTION. 6. NOODLES C.M. SHALL CONFIRM L.L. HAS COMPLETED SCOPE OF WORK PRIOR TO START OF CONSTRUCTION. - - —�- -- - - - ... - - - - - - - - - �- - - - - - - - - - - - - - - - - 02-04.2015 L 7. WEATHER TIGHT CONDITIONS REFERS ALSO TO INSTALLATION OF PROPER FLASHINGDATE (S). I 06-30-2015 OTHER TEN NT NOODLES S r ACE (AT GROUND FLOOR) I EXPIRATION DATE 8. REFER TO OTHER NOTES, PLANS IN DRAWING SET FOR ROOF WORK NOT RELATED TO EQUIPMENT INSTALLATION. I I I I ARCHITECT 9. LL = LANDLORD GC = NOODLES CONTRACTED GENERAL CONTRACTOR. NOODLES = NOODLES & CO. AND/OR ITS NATIONAL VENDORS - ITEM L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _- IHEREBYCERTIFYTHATTHESEPLANSHAvEBEENPRE- DOES NOT NEED TO BE PART OF GC BID. PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGON 10. G.C. TO PROVIDE BLOCKING RAILS FOR THE CONDENSING UNITS. SEE MECH. DRAWINGS (MP ROOF PLAN) RELATING TO STRUCTURES AND BUILDINGS. 11. ** KES WILL INSTALL THE UNIT AND ASSOCIATED REFRIGERANT PIPING, ELECTRICAL CONNECTIONS SHALL BE COMPLETED BY G.C. ELECTRICIAN. — - - -__---_-.- ARCHITECT 12. PROVIDE HAIL GUARDS FOR CONDENSING UNITS PER NOODLES C.M. DIRECTION. EXISTING LOW PARAPET TO REMAIN, TYP. Drawn By Checked By PL, EA, RI AU 13. G.C. TO PROVIDE NECESSARY PADS/PROTECTION BELOW EQUIPMENT/PIPING STANDS TO PREVENT PUNCTURE OF THE EXISTING ROOF MEMBRANE. O O Scale Date 1/4"=1'-0" 01-06-2015 G.C. SHALL V.I.F. IF INSULATION IS EXISTING FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. CONTRACTOR TO TAKE ---.- - -- --- Job No. THROUGHOUT AT ROOF. PROVIDE NOODLES CM FULL RESPONSIBILITY OF CURB CUTS AND CURB INSTALLATIONS. DIMENSIONS PROVIDED ARE — - LINE ITEM PRICING TO INSTALL NEW INSULATION NOT FIELD MEASUREMENTS; NO SITE OBSERVATIONS HAVE BEEN PERFORMED. FIELD VERIFY ROOF PLAN 14-2115 AND VAPOR BARRIER AT LOCATIONS WHERE LOCATION OF ROOF EQUIPMENT OPENINGS WITH MANUFACTURER AND LOCATIONS OF A SCALE: 1/4"=1'-0" NONE IS EXISTING. NEW INSULATION AND VAPOR JOISTS/STRUCTURE/SPRINKLER LINE/ETC. BELOW. MECHANICAL EQUIPMENT TO MAINTAIN 10'-0" Sheet No. BARRIER SHALL MEET GOVERNING CODE CLEARANCE FROM PARAPET IF HEIGHT OF PARAPET IS LESS THAN 3'-6". REFER TO NORTH REQUIREMENTS. STRUCTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. --- ---- - A2 . 7 T = TEMPERED/SAFETY GLAZING AS EXTERIOR ELEVATION NOTES REQUIRED BY CODE E = EXISTING TO REMAIN 1. G.C. TO ENSURE PHYSICAL BARRIER BETWEEN DISSIMILAR METAL TO PROTECT AGAINST ELECTROLYTIC ACTION BETWEEN ' TEMPERED GLAZING METALS.NEW SIGNAGE _ REQUIREMENTS 2 SEPARATE PERMIIT AW GNC.GTONDER VERIFY & COORDINATE WITH SIGN COMPANY G.C. TO PROVIDE AS NOTED BELOW, TYP. MOUNTING HEIGHTS & SUPPORT REQUIREMENTS PRIOR TO BLOCKING 1. AT PANELS ADJACENT TO DOORS, INSTALLATION. G.C. TO PROVIDE & INSTALL WITHIN 24" OF DOOR EDGE, AND BLOCKING & ACCESS PANELS AS WHERE BOTTOM EDGE IS LESS THAN NECESSARY. ALLOW FOR THRU-BOLTING 60" ABOVE WALKING SURFACE. AT MASONRY WALL CONSTRUCTION; ACCESS PANELS WILL BE BABCOCK-DAMS 2. WHERE AN INDIVIDUAL PANEL IS OR APPROVED EQUAL. USE 'BXT' SERIES GREATER THAN 9 SQ.F. FOR EXTERNAL APPLICATIONS. IT SHALL 0) BE SOLELY THE RESPONSIBILITY OF THE V1_ 3. WHERE BOTTOM EDGE IS LESS THAN SIGN CONTRACTOR TO DESIGN, FABRICATE00 18" A.F.F. AND INSTALL ALL SIGNAGE UNDER 00 SEPARATE PERMIT. SIGNAGE SHOWN FOR 4. WHERE TOP EDGE IS GREATER THAN SCHEMATIC AND COORDINATION PURPOSES. NW 36" AFF AND WALKING SURFACE IS 3. G.C. SHALL COORDINATE WITH SIGN L1. WITHIN 36' HORIZONTALLY OF THE CONTRACTOR AND LANDLORD TO LOCATE PLANE OF THE GLAZING. ACCESS PANELS FOR SIGNAGE. ACCESS O Q PANELS SHALL BE BABCOCK OR DAVIS 5. GLAZING ADJACENT TO STAIRWAYS, APPROVED EQUAL. FOR EXTERIOR ACCESS U) 0 LANDINGS AND RAMPS WITHIN 36" PANELS USE BXT SERIES HORIZONTALLY OF WALKING SURFACE. W 4. G.C. SHALL COORDINATE WITH SIGN } W FIRE DEPT. GLASS ACCESS PANELS SHALL INSTALLER REGARDING LOCATIONS OFQ BE TEMPERED GLASS. INTERIOR STRUCTURAL ITEM AND z ELECTRICAL RUN/OUTLET PRIOR TO START Q OF SIGNAGE INSTALLATION. C� (n z NOTE5. G.C. TO PROVIDE ALL BLOCKING AND G z O GENERAL CONTRACTOR TO COORDINATE FINISHES AS REQUIRED O U 0 ~ LOCATION AND TYPE OF KNOX BOX WITH r 1 NOODLES CONSTRUCTION MANAGER AND 6. SEE A5.1 FOR EXTERIOR WALL Z Q M LOCAL FIRE DEPARTMENT CONSTRUCTIONN Ljj 0 2 N J 7. SEALANTS & BACKER RODS PER MATERIAL NO COLOR OR FINISH SUBSTITUTIONS ALLOWED MANUFACTURER REQUIREMENTS TO INSURE >Q w TYPE OF PAINT USED SHALL BE TAILORED TO WARRANTY. REFER TO MANUFACTURER W > Of THE MATERIAL TO BE PAINTED; CONFIRM WITH DETAILS & INSTRUCTIONS FOR PROPER JO PAINT MANUFACTURER FOR SURFACE PREPARATION OF SURFACES PRIOR TO C, PREPARATION, PRIMING & FINISH COAT INSTALLATION. W Q Of SPECIFICATION APPLICABLE FOR THE O 00 of W MATERIALS TO BE PAINTED 8. T = TEMPERED/ SAFETY GLAZING AS O N Q REQUIRED BY CODE. CJ = EXPANSION z O w JOINT IN THE EIFS FINISH. DETAIL PER 6 7 8 EIFS MANUFACTURER RECOMMENDATIONS. 9. ANY BROKEN/DAMAGED GLAZING MUST BE POINTED OUT TO LANDLORD AT DELIVERY c OF PREMISE FOR LANDLORD TO C e op I I REPAIR/REPLACE. •y _ ;a I I I N 10. G.C. TO PATCH, PAINT & REPAIR EXISTING W c -- - EXTERIOR FACADE AS REQUIRED DUE TO o DAMAGE DURING DEMOLITION & NEW CONSTRUCTION, TYP. - LINE OF ROOF G.C. TO VERIFY IN FIELD N d LOCATION OF EXISTING ACCESS PANEL. IF NONE, G.C. TO PROVIDE ACCESS PANEL FOR SIGNAGE AS REQ., COORDINATE V o d W/ SIGNAGE COMPANY. L n m m V aNa � I I I EXISTING ROOF BY EXISTING EXTERIOR NEW INTERNALLY ILLUMINATED, L.L. TO REMAIN, TYP. LIGHTS TO REMAIN, TYP FACE LIT CHANNEL LETTERS - UNDER SEPARATE PERMIT; PROVIDED AND INSTALLED BY SIGNAGE COMPANY, G.C. TO I i I I PROVIDE SIGNAGE POWER AND BLOCKING AS REQ. I ±240. T.O.EXISTING PARAPET I I I I I Revisions EXISTING FEATURE WALL BY L.L. EQ EO QISSUED FOR LANDLORD REVIEW 01-21-2015 ISSUED FOR PERMIT 02-04-2015 — - -- - - — EXISTING PORTION OF FEATURE WALL BY EQ a EQ NOODLEOS G.C.BE BIENJ.DMOORE w I O #994 FALLEN TIMBERCY / - ITh IL�A�I / 72" TALL RED DOOR t10'-0" PULL- CENTER ON T T T T T T T \ T.O.NEW STOREFRONT / FULL HEIGHT OF 0 DOOR. REFER TO A2.2 FOR HARDWARE DOOR / EXISTING EXTERIOR LIGHTS TO / T REMAIN, TYP ?_ — OPEN NEW DOOR / TO GRAPHIC FORr� - BEYOND EXISTING STONE FINISH BY L.L. PROMOTIONAL ;,C};IP11AN tt TO REMAIN, TYP. w / PIECES I — tl - -- % o AWES,IL 1 :o ,5 O��OFOV Cs T.O.CONCRETE = HOURS OF t39'-0"" V.I.F. "-, OPERATIONS EXISTING EIF BY L.L. TO a = � REMAIN, TYP. NEW STOREFRONT SYSTEM SIGN EXISTING LEVEL DOOR LANDING o \ 02-04-2015 PROPOSED NOODLES SPACE PROVIDED BY LANDLORD, TYP. v, DATE EXISTING STONE FINISH BY NO SMOKING 06-30-2015 EXPIRATION DATE L.L. TO REMAIN, TYP. NEW SUSPENDED INTERNALLY ILLUMINATED, FACE LIT - EXTERIOR DOORS. GLAZING, STOREFRONT MATERIAL, AND FRAME TO SIGN ARCHITECT OVAL SIGN UNDER SEPARATE PERMIT; PROVIDED AND MATCH L.L. STOREFRONT FRAME COLOR. DOOR FRAME AND DOOR EXISTING MASONRY BY L.L. INSTALLED BY SIGNAGE COMPANY, G.C. TO PROVIDE HARDWARE BY G.C., DOOR GRAPHICS BY NOODLES. SEE A2.2 FOR G.C. TO CONFIRM I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- TO REMAIN, TYP. SIGNAGE POWER AND BLOCKING AS REQ. HARDWARE REQUIREMENTS. MOUNTING HEIGHTS WITH OFRED UNDER MY MYKNOWLEDGE,THE RSAMECOMPLY WITH ALL ISION AND THAT TO auLEs NOODLES CM PRIOR TO REGULATIONS AND ORDINANCES OF PORTLAND,OREGON no smokin pie se START OF CONSTRUCTION RELATING TO STRUCTURES AND BUILDINGS. EXISTING LEVEL DOOR LANDING NOODLES GC TO INSTALL NEW CLEAR ANODIZED PROVIDED BY LANDLORD, TYP. ALUMINUM STOREFRONT FINISH TO MATCH OTHER SEE PLANS AND ARCHITECT TENANTS WITH 1" THICK INSULATED LOW-E GLASS SCHEDULES FOR Drawn By Checked By MAIN ENTRY DOOR, "WIDE-STYLE" WITH BOTTOM RAIL DOOR INFORMATION TO ALLOW FOR 8" BRUSHED STAINLESS STEEL KICK PL, EA, RI AU WEST ELEVATION PLATE. GLAZING, STOREFRONT MATERIAL, AND FRAME Scale Date SCALE: 1/4"=l'-O" TO MATCH L.L. STOREFRONT FRAME COLOR. DOOR 1/4"=1'-0" 01-06-2015 / FRAME AND DOOR HARDWARE BY G.C., DOOR GRAPHICS BY NOODLES. SEE A2.2 FOR HARDWARE REQUIREMENTS. Job No. FRONT DOOR 14-2115 , DECAL MOUNTING Sheet No. SCALE: 1„=1'-0” A3 . 1 1 T = TEMPERED/SAFETY GLAZING AS EXTERIOR ELEVATION NOTES REQUIRED BY CODE r E = EXISTING TO REMAIN 1. G.C. TO ENSURE PHYSICAL BARRIER BETWEEN DISSIMILAR METAL TO PROTECT AGAINST ELECTROLYTIC ACTION BETWEEN METALS. TEMPERED GLAZING dam AND REQUIREMENTS 2 SEPARA ENEWA PERMIT GE AW GNC.GTONDER VERIFY & COORDINATE WITH SIGN COMPANY G.C. TO PROVIDE AS NOTED BELOW, TYP. MOUNTING HEIGHTS & SUPPORT REQUIREMENTS PRIOR TO BLOCKING 1. AT PANELS ADJACENT TO DOORS, INSTALLATION. G.C. TO PROVIDE & INSTALL s WITHIN 24" OF DOOR EDGE, AND BLOCKING & ACCESS PANELS AS WHERE BOTTOM EDGE IS LESS THAN NECESSARY. ALLOW FOR THRU—BOLTING 60" ABOVE WALKING SURFACE. AT MASONRY WALL CONSTRUCTION; ACCESS PANELS WILL BE BABCOCK—DAVIS 2. WHERE AN INDIVIDUAL PANEL IS OR APPROVED EQUAL. USE 'BXT' SERIES GREATER THAN 9 SQ.F. FOR EXTERNAL APPLICATIONS. IT SHALL BE SOLELY THE RESPONSIBILITY OF THE 3. WHERE BOTTOM EDGE IS LESS THAN SIGN CONTRACTOR TO DESIGN, FABRICATE r 18" A.F.F. AND INSTALL ALL SIGNAGE UNDER 00 SEPARATE PERMIT. SIGNAGE SHOWN FOR 4. WHERE TOP EDGE IS GREATER THAN SCHEMATIC AND COORDINATION PURPOSES. W 36" AFF AND WALKING SURFACE IS 3. G.C. SHALL COORDINATE WITH SIGN W/ WITHIN 36' HORIZONTALLY OF THE CONTRACTOR AND LANDLORD TO LOCATE PLANE OF THE GLAZING. ACCESS PANELS FOR SIGNAGE. ACCESS 0 C, PANELS SHALL BE BABCOCK OR DAVIS 5. GLAZING ADJACENT TO STAIRWAYS, APPROVED EQUAL. FOR EXTERIOR ACCESS C/) 0 LANDINGS AND RAMPS WITHIN 36" PANELS USE BXT SERIES HORIZONTALLY OF WALKING SURFACE. W 4. G.C. SHALL COORDINATE WITH SIGN FIRE DEPT. GLASS ACCESS PANELS SHALL INSTALLER REGARDING LOCATIONS OF �— Q BE TEMPERED GLASS. INTERIOR STRUCTURAL ITEM AND z ELECTRICAL RUN/OUTLET PRIOR TO START < z OF SIGNAGE INSTALLATION. co NOTE: 5. G.C. TO PROVIDE ALL BLOCKING AND Z O GENERAL CONTRACTOR TO COORDINATE FINISHES AS REQUIRED O LOCATION AND TYPE OF KNOX BOX WITH 0 (— NOODLES CONSTRUCTION MANAGER AND 6. SEE A5.1 FOR EXTERIOR WALL U () Q LOCAL FIRE DEPARTMENT CONSTRUCTION Z_ < W 7. SEALANTS & BACKER RODS PER MATERIAL = N ! NO COLOR OR FINISH SUBSTITUTIONS ALLOWED MANUFACTURER REQUIREMENTS TO INSURE (n Q 0) W TYPE OF PAINT USED SHALL BE TAILORED TO WARRANTY. REFER TO MANUFACTURER W Of 11f THE MATERIAL TO BE PAINTED; CONFIRM WITH DETAILS & INSTRUCTIONS FOR PROPER PAINT MANUFACTURER FOR SURFACEJ O 0 PREPARATION, PRIMING & FINISH COAT PREPARATION OF SURFACES PRIOR TO SPECIFICATION APPLICABLE FOR THE INSTALLATION. 0 00 Q ILu MATERIALS TO BE PAINTED 8. T = TEMPERED/ SAFETY GLAZING AS 0 Q of � REQUIRED BY CODE. CJ = EXPANSION 0 N (9 JOINT IN THE EIFS FINISH. DETAIL PER Z O0 W EIFS MANUFACTURER RECOMMENDATIONS. 9. ANY BROKEN/DAMAGED GLAZING MUST BE POINTED OUT TO LANDLORD AT DELIVERY OF PREMISE FOR LANDLORD TO o� o REPAIR/REPLACE. 0)C® o .� nm G.C. TO VERIFY IN FIELD LOCATION OF I 10. G.C. TO PATCH, PAINT & REPAIR EXISTING EXISTING ACCESS PANEL. IF NONE, G.C. 4)TO PROVIDE ACCESS PANEL FOR N o -- -- EXTERIOR FACADE AS REQUIRED DUE TO SIGNAGE AS REQ., COORDINATE W DAMAGE DURING DEMOLITION & NEW / EXISTING EIFS BY L.L. TO I CONSTRUCTION, TYP. SIGNAGE COMPANY. REMAIN, TYP. LINE OF ROOF Nd " o do > C NEW INTERNALLY ILLUMINATED, FACE LIT CHANNEL LETTERS UNDER SEPARATE —� PERMIT; PROVIDED AND INSTALLED BY 12 $ "m SIGNAGE COMPANY, G.C. TO PROVIDE EXISTING EXTERIOR EXISTING ROOF BY U Q r c SIGNAGE POWER AND BLOCKING AS REQ. LIGHTS TO REMAIN, TYP L.L. TO REMAIN, TYP. I I I I � I � T.O.EXISTING PARAPET � I EXISTING FEATURE WALL BY L.L. Revisions I i I ISSUED FOR LANDLORD REVIEW 15 EXISTING PORTION OF FEATURE WALL TO ISSUED F BE PAINTED BY NOODLES G.C. BENJ. ISSUED FOR PERMIT MOORE 994 FALLEN TIMBER _- —._. _ _ . _ .............� -- - -----_____ 02-04-2015 # i I I EQ EQ Q a00 0 ' oI � � f1o,-o,. w T.O.NEW \ � T T T T � STOREFRONT Q EXISTING EXTERIOR LIGHTS TO REMAIN, ; TYP F Ti D ARO EXISTING STONE FINISH BY L.L. TO OPEN �'S� �f REMAIN, TYP. r� BEYOND Vti O NA.CHIPMAN �ti1 o.3653 T T T TT D LAINES,IL/ E122� ~ i Y 10'-0" � �• T.O.CONCRETE OF Ol" 122'-44" V.LF• NEW STOREFRONTSYSTEM NEW STOREFRONT SYSTEM EXISTING EIFS BY L.L. TO REMAIN, TYP. 02-04-2015 DATE 06-30-2015 PROPOSED NOODLES SPACE EXPIRATION DATE ARCHITECT NOODLES GC TO INSTALL NEW CLEAR EXISTING MASONRY BY L.L. TO REMAIN, TYP. I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, ANODIZED ALUMINUM STOREFRONT FINISHZ REGULATIONS AND ORDINANCES OF PORTLAND,OREGON TO MATCH OTHER TENANTS WITH 1" EXISTING LEVEL DOOR LANDING PROVIDED BY LANDLORD, TYP. RELATING TO STRUCTURES AND BUILDINGS. THICK INSULATED LOW—E GLASS EXTERIOR DOORS. GLAZING, STOREFRONT MATERIAL, ARCHITECT AND FRAME TO MATCH L.L. STOREFRONT FRAME COLOR. Drawn By Checked By DOOR FRAME AND DOOR HARDWARE BY G.C., DOOR PL, EA, RI AU 2 SOUTH ELEVATION GRAPHICS BY NOODLES. SEE A2.2 FOR HARDWARE REQUIREMENTS. Scale Date SCALE: 1/4"=1'-0" 1/4"=1'-0" 01-06-2015 Job No. 14-2115 Sheet No. A3 .2 G.C. TO FIELD VERIFY STRUCTURAL DRAWING DETAILS FOR HOOD SUPPORT. ALTERNATE DETAIL HAS BEEN GIVEN DUE TO EXISTING JOIST PROXIMITY TO SEE STRUCTURAL DRAWINGS EXISTING DEMISING WALL. JOIST � FOR HOOD SUPPORTS G.C. A7.1 A7.1 TO PROVIDE (2) 2 X 1A 1A BLOCKING BETWEEN BEAMS TO 1A MAY NOT BE ACCESSIBLE FOR A71 10 REINFORCEMENT. G.C. SHALL ' ACCEPT HOOD HANGER ROD. PRICE BOTH DETAILS DURING EXISTING BATT INSULATION 3 5/8" 16 GA. MTL. G.C. TO PROVIDE 2 X q7,1 SEE STRUCTURAL DRAWINGS ` BRACING ® 32" O.C. MIN. BLOCKING, AS REQUIRED EXISTING ROOF SLOPE, _ BIDDING. e TO REMAIN (V.I.F.) VERIFY IN FIELD _ am ___ — / ♦ --� �� ` DO NOT PENETRATE ROOF DECK. VERIFY SUSPENDED CEILING (i.e. TOP CHORD ONLY) WITH STRUCTURAL ENGINEER PRIOR Q O TO START OF CONSTRUCTION � z O O EXISTING WOOD O �/ W BEAM (V.I.F.) U) EXISTING BATT O Q Q INSULATION (V.I.F.) Q NA GA. -- � � O 8" 16 GA. MTL. BRACING. . ® 45' STUDS ® 16" O.C. 0 W = E SIDES G.C. TO COORDINATE WITH _ _ — _ 112'-0" A.F.F. LG- Q �— ---I STRUCTURAL DRAWINGS FOR 0 PROVIDE AND INSTALL 5/8" B/CEILING TILE BOTTOM OF HOOD FIRE RETARDANT PLYWOODSUPPORT/ BRACING FOR MENU BOARD BLOCKING; P-1 Q OWPLYWOOD TO BE HEIGHT ANDHEIGHTS AND COORDINATE WIDTH OF SOFFIT AT SERVICE SEE DETAIL 5/A7.1 5/8" GYP. BD. OVER 3 5/8' P-3 O_WITH HOOD SUPPLIER FOR SIDE 16 GA. MTL. STUD ® 16" O.C.Oz ATTACHEMENT DETAILS FORCCHOODS AND RODS; RODS NSALLEDTO BE PBYEG.C.ND _ UZch10'-4" A.F.F. O ~ L1J— - — - — - — - — - — - — - —5'-0' B/SOFFIT zQ SEE CEILING PLAN — NoltsrN M O LED HOOD LIGHT, K1/K2" TRACK LIGHT FIXTURE X„ z SEE ELECTRICAL AND _ z (� Q - J HOOD DRAWINGS - - - o r � 5/8" TYPE 'X' GYP. BD. OVER 7/8" W Q EXHAUST RISER I I �� METAL HAT CHANNELS ® 16" O.C. & P-2 _J O W z 1 1/2" COLD ROLLED CHANNELS Q U) d U Lu i O N C co x C A2.2 "D' LIGHT (1) 12 GA. WIRE ATNW z O FIXTURE 4'-0" O.C. EA. WAY Z C Q --------- ----� SUSPENDED ACOUSTICAL --------- - CEILING TILE, SEE DETAIL ON A71 E GYP. BD. OVER 5/8" . FIR 22" FIRE RETARDANT PLYWOOD 23.5% OPEN FRP WALL PANELS ON ALL OVER 8" 16 GA. MTL. STUDS C u<o a OSTAINLESS STEEL VJC_1 EXPOSED SURFACES W/ ® 16" O.C. BOTH SIDES. 20" U.L. CLASSIFIED PERFORATED PANEL MATCHING HORIZONTAL AND PAINT CUSTOMER SIDE ONLY(E) BAFFLE-TYPE VERTICAL TRIM SECTIONS y o M1 GREASE FILTERS G.C. TO COORDINATE 36' TALL MENU BOARDS (5) FRAMING WITH NEWPROVIDED BY NOODLES & CO. e a AND EXISTING PROVIDE AND INSTALL 5/8" INSTALLED BY G.C. REFER TO "JL" LIGHT FIXTURE DUCTWORK, TYP. FIRE RETARDANT PLYWOOD MENU PANEL SYSTEM B/LIGH_T FIXTURE u FOR MENU BOARD BLOCKING; INSTALLATION INSTRUCTIONS FOR — - � d ° m PLYWOOD TO BE HEIGHT AND 6'-6" A.F.F. , ," SUPPORT BRACKET "' _ WIDTH OF SOFFIT AT SERVICE INSTALLATION DETAILS CLEARANCE AT TYPE 1 HOOD: SIDE U c N v TYPE 1 HOODS SHALL BE GREASE DRAIN W/ CONTINUOUS STAINLESS a REMOVABLE CUP STEEL CLADDING AT U INSTALLED W/ A CLEARANCE UNDERSIDE OF HEADER Q H o TO COMBUSTIBLES OF NOT AND BACK OF COLUMN CG-2 LESS THAN 18" WITHIN ALL DIRECTIONS OF HOOD OR PER LOCAL CODE, WHICHEVER IS STAINLESS STEEL CAPTIVEAIRE TO FURNISH MORE STRINGENT. RIGHT QUARTER END G.C. TO INSTALL 'HINGE PANEL FOR HOOD KIT' AT EACH KITCHEN O HOOD EXHAUST FAN HIGH COUNTER THE TYPE 1 HOOD AND BEYOND EXTINGUISHING SYSTEM SHALL G.C. TO VERIFY THERE IS NO BE INSTALLED BY A LICENSED EXPOSED SHEATHING - ----------------- - :__________ � I SEISMIC ZONE NOTE: CONTRACTOR. THE SYSTEM STAINLESS STEEL WALL 11----------------i---------- ' a0 5/8" TYPE 'X' GYP. BOARD OVER SHALL BE TESTED AND O PANEL AT WALL WITHIN 18" HEAVY DUTY SUSPENDED 'T' WITNESSED BY THE LOCAL FIRE IN ALL DIRECTIONS OF HOOD STAINLESS STEEL COUNTER - SEE Revisions DEPARTMENT. CALL AS - FINISH MUST BE STAINLESS SYSTEM RATED FOR SEISMIC ZONE. BY KES FIXTURE PLAN & ` REFER TO CLG-2 ON AO.2 & A2.2 QISSUED FOR LANDLORD REVIEW REQUIRED BY THE GOVERNING STEEL AT HOOD(S), TYP. SEE I SCHEDULE \., FOR GYP. BO�TYPES; PAINT 01-21-2015 MUNICIPALITY FOR TESTING OF A2.2 FOR SHEATHING ° GYP. BOARD P- ISSUED FOR PERMIT THE TYPE 1 HOOD. j REQUIREMENTS UNDER HOOD. i 02-04-2015 I I 0 rI --------------------------------------- ---- ----------- ! I , i I I i i 0 ----------------------------------------------------------------- I , I EQUIPMENT i EQUIPMENT I BY OTHERS BY OTHERS I I ; DO NOT PENETRATE ROOF DECK. LOW WALL BELOW i VERIFY SUSPENDED CEILING 0 SOFFIT - SEE PLAN I ATTACHMENTS (I.E. TOP CHORD I i ONLY) TO EXISTING STRUCTURE I i PRIOR TO START OF CONSTRUCTION IF WOOD STRUCTURE IS i ----- CLOSER THAN 18" FIRE RETARDANT BLANKET MAY BE NEEDEDI L OI T----------------rr INA.CAN r �rr% 1 T EXISTING CONCRETE SLAB o. 653 0'-0" F.F.L. o S L INES,IL OF O0� SERVICE COUNTER SOFFIT SCALE: 1"=l'-O" 02-04-2015 DATE 06-30-2015 EXPIRATION DATE ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- - --- - -- SUPPORT BRACKETS BEHIND PARED UNDER MY SUPERVISION AND THAT TO THE BEST I I I I I I MENU BOARDS, SEE MENU FMYNNONS AND ORDINTHE ANCES OFPLY PORTLAND, RULES, I I I I PANEL SYSTEM INSTALLATION RELATING TOSTTRUC URESAN IILDINcs °i i°i iii III FOR PLACEMENT �u� q AND INSTALLATION DETAILS ARCHITECT III iii Ipl Ipl Drawn By Checked By �tll— --- `IIN u u u PL, EA, RI AU Scale Date 1"=1'-0" 01-06-2015 BOARD #1: NOODLES & PASTA ANY QUESTIONS OR ISSUES Job No. BOARD #2: SOUP CONTACT ROD CLOUSER AT BOARD #3: SANDWICHES & SALAD HOWARD COMPANY. 1 4-2115 2 MENU BOARDS BOARD #4: APPETIZERS & DRINKS PH: 866.317.7752 SCALE: 1/2"=1'-0" BOARD #5: CURRENT LTO GRAPHIC EMAIL: RODCCHOWARDCOMPANY.COM Sheet No. A4 . 1 NOTE: NOTE: NOTE: REFER TO A2.4 FOR COORDINATE ELEMENTS & T = TEMPERED/SAFETY GLAZING GENERAL FINISH NOTES CONSTRUCTION OF SOFFITS AS REQUIRED BY CODE WITH RCP & SECTIONS PRIOR TO START OF CONSTRUCTION. E = EXISTING TO REMAIN CUSTOM WINE DISPLAY BY MILLWORK COMPANY. G.C. TO PROVIDE BLOCKING AS REQUIRED. REFER TO MILLWORK Auk UNDERSIDE SHOP DWGS. AND A7.3 AND A7.4 UNDERSIDE ALONG ALONG P40 LENGTH OF LENGTH OF CLG-4 LG- UNDERSIDE „ P-2 SOFFIT P-2 P-2 CUG-4 ALONG SOFFIT UNDERSIDE P-2 CLG-4 ` 4 UNDERSIDE CG-2 UNDERSIDE CG-2 P-4 P-3 UNDERSIDE UNDERSIDE UNDERSIDE PAINTED LENGTH OF PAINTED(E) UNDERSIDE CG- P-3 P-4 UNDERSIDE PAINTED SOFFIT PAINTED P-1 OPEN TO P-3 CG_2 KITCHEN/PREP P-4 1 �2 f 3 4 5 EQ EO I I EO EQ -- - 814 -_ OPEN OPEN 1 I o o I U DERSIDE TO TO I z B00 EYOND o OPEN BEYOND o o A7.5 I I 57 906D o OPEN TO o \ TD 906A o CG- / 122 / 212 DO CD BEYOND �: _ ORDER/TO-GO w` _ 108 w o 0 21 W o X of CG-2 o m x -[13 (F)/72 D x w , b 212A f 1� w OPEN' PEN o ao . , � o = C oz TO _I 4. 107 I w 213 BEYOND - 10021 251_ 110021 103 2CG- m I o o = o I / o = O Fi- 0-m Q , 4 4 1 Ll TN- B-2 CG-3 B-2 TN- B-2 — e-2 BOOSTER SEAT SHELF 4=8" CG-2 4 CT-1 4 4 WALL MOUNTED ARTWORK, A.F.F. (BY MILLWORK), G.C. TO CG-3 z C-4 A7.3 C-4 A7.5 A7.3 SEE A1.1A FOR ART INSTALL AND VERIFY 4'-4" MIN. P-1 WALL MOUNTED ARTWORK, B-2 SCHEDULE, TYP. CLEARANCE BELOW SUPPORT, � COORDINATE W/NOODLES REP. ENAMEL SCHEDULE, 7Yp ART u) U) z � p O INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION 4 INTERIOR ELEVATION C) Q 1 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4' =1'-0" SCALE: 1/4"=1'-0" Z_ M 06 = N W U) Q (3) W W3: W 0Vj0 O00W ONS zzC � - CLG- UNDERSIDE U v c PAINTED C o CLG-4 •� :' •o m CLG-4 C- P-1 P-3 CG-3 P-3 UNDERSIDE (� „.a n UNDERSIDE ALIGN WITH PAINTED � � -, PAINTED T/FRAME P-3 P-1 � � o_ LL P_1 CG-2 AT DOOR , _ P-2 EQ EQ CG-2 SEE A6.2 3'-0° UNDERBID EQ EQ T T T T m CG-3 P-2 FOR KITCHENArl P-1 P-2 ELEVATIONS - ENAMEL UNDERBID P-3 UNDERSIDE / U / P-3 906C o / / - �. o • v o OPEN ■ T 9068 U Q ° N TO BEYOND X w 33E(F)/726 0 0' x 106 ro IIIA o < z rQ All, m o T T T T T 705 / TN- m TN- TN C_4 C-4 WALL MOUNTED ARTWORK, C-4 B-1 B-2 DOOR�iFELIAAq4 SEE A1.1A FOR ART B-2 B-2 TN- B-2 TN- B-2 NEW STOREFRONT SYSTEM BY NOODLES e-2 C-4 PUM- 4 B-2 B-2 A7,3 SCHEDULE, TYP. A�3 WALL MOUNTED ART TWORK, tjJ C-4 A7.3 CG-2 SEE A1.1A FOR ART Revisions SCHEDULE, TYP. ISSUED FOR LANDLORD REVIEW 01-21-2015 INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION , INTERIOR ELEVATION D 2-04010R PERMIT 5 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" U SCALE: 1/4"=1'-0" 0 0 0 A 0 CLG-4 V G_D AR � UNDERSIDE �A� h LOUVERED MILLWORK PAINTED LOUVERED MILLWORKr� CLG-4 LOUVERED MILLWORK WALL BY MILLWORK GC P-3 A(AJNA.CHIPMAN WALL BY MILLWORK GC WALL BY MILLWORK GC G.C. TO CREATE OPENING UNDERSIDE TO PROVIDE BLOCKING ido.3653 CG-3 P-3 PAINTED P_1 P_3 CG-3 TO PROVIDE BLOCKING P_3 AS REQUIRED. p_2 P-2 AS REQUIRED. GY BD FRAMED AROUND P-3 AS REQUIRED. COOLER DOORS S AINGS,IL P-2 UNDERSIDE UNDERSIDE P_2 5 UNDERSIDE UNDERSIDE OF 0 �,U9 jT IT ' T TTrI T T T P-4 ... P-3 02-04-2015 DATE 133E(F)/726 T i' % d o o r 06-30-2015 r � \ EXPIRATION DATE / ^ WOOD CAP BY NEW ALIGN �� o ARCHITECT MILLWORK VESTIBULE \ I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- GLAZINGm \ PARED UNDER MY SUPERVISION AND THAT TO THE BEST LY WITH ALL RULES, SYSTEM 286C REGULATIONSANDO ORDINANCES OFSAME PPORTLAND,OREGON QRELATING TO STRUCTURES AND BUILDINGS. T T TN- -4— N TN TN r TN ARCHITECT C-4 NEW WALL NEW WALL MILLWORK TO COOLER Drawn By Checked By 705 B_2 NEW STOREFRONT SYSTEM BY NOODLES TN- B-2 CG-2 g_2 7 CG- 8 B-2 B-2 $ MOUNTED 4 MOUNTED PROVIDE AND DOORS PL, EA, RI AU TN- C-4 GC TO PROVIDE NEW VESTIBULE A7.4 A7.4 A7.4 A7.4 TENET PANEL A7.3 WELCOME INSTALL PROVIDED BY Scale Date ACCESS PANEL GLAZING SYSTEM 811 BOARDS/ SILESTONE SILL COOLER 1/4"=1.4. 01-06-2015 C-4 FOR CLEANOUT GRAPHIC MANUFACTURER 6 Job INTERIOR ELEVATION I INTERIOR ELEVATION II INTERIOR ELEVATION INTERIOR ELEVATION 14-2115 g SCALE: 1/4"=1'-0" I O SCALE: 1/4"=1'-0" I I SCALE: 1/4"=1'-O" 2 SCALE: 1/4"=1'-O" Sheet No. A6 . 1 F 7 EQ. EQ. F.R.P. WALL PANELS ON ALL 3 5/8" MTL. A7.1 CENTER MENU BOARDS ON F.R.P. WALL PANELS ON ALL EXPOSED EXPOSED SURFACES W STUDS ® 16" O.C. PASS THRU SHELF BELOW--,,,(, 2 CG-2 UNDERSIDE SURFACES W/ MATCHING HORIZONTAL / P-2 A4.1 LENGTH CG-2 & VERT. TRIM SECTIONS CG-2 //VIDE T-t P-2 MATCHING HORIZONTAL & BEHIND, ALIGN W/ CG-2OF SOFFIT FOR FINAL LOCATION OF MONITORS, WC_t _ _ _ _ _ _ _ _ _ STAINLESS UNDERSIDE CG-2 UNDERSIDE P-4 LENGTH OF CONFIRM W/ NOODLES' CM; REFER TO UNDERSIDE SIDE WALL UNDERSIDE VERT. TRIM SECTIONS EDGE OF COOLER UNDERSIDE � STEEL CA P-2 P-2 7 7 LENGTH OF WC-t -t- UNDERSIDE UNDERSIDE SOFFIT WC-1 A7.1 ELECTRICAL DRAWINGS 604 606 A7.1 SOFFIT i LENGTH OF SOFFIT - rA 1 814 1 2 3 4 1 5 1 1 _ 7 - --- -- - - - _� -. . F_ . - - 286 \ )AT ALLCG- CG-5 814 \ AT ALL ALL S AT ALL CT-1 �Jy AT ALL CT-1 T.' - CG-5 C - CT-t ALL COLUMN G 5 / COLUMN O N COLUMN SIDE 155 OPEN TO CORNERS LOPEN TO \ \ L - - - - - - - - OPEN 1'-Y' S 202 ( - - C LUM SIDES N RDER TO-G07 - _ _ �i _I 202 OPEN TO SS-t CORNERS- - TO CT-1 - CORNERS - STAINLESS / o_ DINING � _ \ / 1_ CORNERS _ D BEYOND OPEN STEEL CAPIF Z11 o ; OPEN D o OPENKITCHEN/PREP O - OPEN o -- TO - rn -co o TO 155 m TO TO -co BEYOND ro a BEYOND °' m — BEYON / 101 102 1107/251 101 102 429 _ 429 429 1 >' _ —._ _-_ .._._. _ CG-5 BELo YOND 218 D / co I r - 0 PEN ��N A I - BACK OF BACK OF n \ / \ n H L - -1 352 \ 1� - P - Q L BACK OF FRONT 322 224 o x ° CT-t = 241 - 231A 223 304 - 24 - 243A 243 '4 350A o x COUNTER FRONT FRONT m \ _..., / --.\_ 199 99 -- - 199 - 200 N _ - 1 - V_ COUNTER COUNTER _ _ _. \ \ � B-1 CG-2 - -_- - _._._..----- -...�.. - '- _- '350 � it CUSTOM WINE DISPLAY FOR FINAL LOCATION C- C_ GC TO WRAP g_1 e-2 CG-2 PROVIDED BY MILLWORK cG-z B-z CONTROL COOLER BASE CT-t C- B-2 WC-1 C- B-t BEHIND PANEL BY MANF. ALL SIDES 3 2 3 OF MONITORS CONFIRM AT WALL BEHIND EQUIPMENT 3 2 COLUMN WITHr 3 w 6" MIN. OVERLAP BEHIND BEHIND BEHIND EDGE OF A7.2 EQUIPMENT A7.2 EQUIPMENT AND A7.2 W/ NOODLES' REP.; HAND SINK AND AND EXPOSED A7.2 A7.2 CENTER A7.2 EQUIPMENT, TYP. EXPOSED WALLS REFER TO ELECTRICAL EXPOSED WALL WALLS MONITOR ON DWGS. 604 606 LANDING TABLE 0 0 KITCHEN ELEVATION KITCHEN ELEVATION Z KITCHEN ELEVATION W 1 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" � P-2 z D UNDERSIDE Q Cy C� UNDERSIDE UNDERSIDE WC-1 LENGTH OF OF SOFFIT UNDERSIDE z CG-2 STAINLESS 14•_4•• t5'-1 1/4" CG-2 LENGTH OF SOFFIT F.R.P. WALL PANELS ON CC Z SIDE WALL P-4 ALL EXPOSED SURFACES LENGTH OF G 0 STEEL EXHAUST CENTERLINE OF MONITORS UNDERSIDE SOFFIT CG-2 ELECTRIC UNDERSIDE - 108 SOFFIT LENGTH OF HOOD C_ TO BE ALIGNED WITH LENGTH OF WO_t WC-t CG_ CT-t P-2 SIDE WALL / \ WC-1 PANELS, SEE W/ MATCHING HORIZONTAL WC_t WC-1 CG-2 O ~ ~ SOFFIT 500 ENDS OF SHELF SOFFIT SIDE WALL SIDE WALL UNDERSIDE -- LEC. DWGS. & VERT. TRIM SECTIONS SEE A6.1 U j -- - � P 4 �� - CT 1 WC t FOR DINING CT-1 MD CUSTOM NE 6 3' 0" ELEVATIONS � 2 w- T. rT _ WI SIDE WALL MIN. r - -- -- -- - OPEN _ DISPLAY 67 Lu AL/ CT-1 CG-2 -. 1 . BEYOND PR VI ED Y r - - 0 D B w > � a N oIj MILLWORK I P-3 _ o + CG-2 0 _ 429 429 - o ® ® ® I I Q 0 m _ - I \ - CG- m -- I I / i C- o \ x 1 - 01 0 0 _ OPEN l _ ,_ O 245 OPEN o M o _ F i ALIGN WITH O Q W TO f --- - 0 119A - - 1 - 429 CO 0 N (� - __. -UDu _ _ -_ BEYOND _._ .--- _. �-� ! - - 0. 00-00 6b BEYOND ^ - ` % TLFRAMET p _ z to 363 222 CT-1 \ o .. 196 AT DOOR Z r f•- - i 220-- '220 244 ==227A 227A G.C. TO PROVIDE 2x4 NOTE: ' " .C. WIRE 4 W/SIMPSON LU24 HANGER AT INSTALLATION & LATERAL 4'-0" O.C. EA. WAY EACH END, AS REQUIRED BRACING OF SUSPENDED CEILING NOTE: SYSTEM TO BE IN ACCORDANCE FOR CEILING HEIGHT SEE 77- 2 #10 SCREWS AT REFLECTED CEILING PLAN DETAIL 12 OF THIS SHEET p / EXISTING WOODEACH CONNECTION NOTE: 0 SHEATHING VERIFY THAT THE SHOWN METHOD BRACING DETAIL FOR �o FLOOR SUPPORTED NOTE: EXISTING WOOD _ OF ATTACHMENT IS ACCEPTABLE COMPRESSION POSTS STRUTS o G.C. TO PROVIDE WITH THE ON-SITE COORDINATOR. FRAMING QNLY / STRUCTURE ABOVE SHEATHING SHALL BE IN ACCORDANCE WITH a 2x4 W/SIMPSON IF NOT, CONTACT ARCHITECT FOR D 'o LU24 HANGER AT ALTERNATE DETAIL. DETAIL 12 OF THIS SHEET O SEE SECTIONS & AIN DETAILS FOR EACH END, AS MTEE d REQUIRED DUTY ( O ATTACHMENT I ! p p REQUIREMENTS EXISTING WOOD � CROSS TEE ,I • SHEATHING u EXISTING JOIST. EXISTING WOOD 2x4 ® 16" O.C. NOTE: 12 GA. WIRE SCREW TAB TO SCREW-ATTACHED 5 8 TYPE MIN. ® 48" O.C. JOIST W/ SIMPSON LU24 � / " FOR CEILING AREAS EXCEEDING EA WAY SCREW TAB TO HANGER EA. END EXISTING JOISTS "X" GYPSUM BOARD WITH 2500 SQUARE FEET, A SEISMIC f EXISTING JOISTS 3 5/8 X 20 GA. TAPED JOINTS SANDED SMOOTH. SEPARATION JOINT OR FULL DIAG. BRACING AT HEIGHT WALL PARTITION THAT BOTTOM OF DLT 48" O.C. TO BOTTOM OF DLT BREAKS THE CEILING SHALL BE BENT TO 90' STRUCTURE, TYP. BENT TO 90' SUSPENDED GYP . B D . CEILING SEISMIC BRACING PROVIDED UNLESS ANALYSES (3) #10 SCREWS AT F 4 ARE PREFORMED OF THE EACH CONNECTION 1/2" MIN. FOR SCALE: N.T.S. CEILINGS BRACING SYSTEM, 00 00 CONT. 20 GA. DEFLECTION ANGLE MOULDING CLOSURE ANGLES AND SLOTTED DEEP 12 GA. WIRE REQUIRED PENESUFFICIENT ONS TO CLEARANCE�DE LEG TRACK (2) #8 TEK SCREWS AT PE IME ER, 8" MAX MAIN RUNNER 3 5/8" X 20 GA. AT EA. CONNECTION w DIAG. BRACING AT ATTACH TO METAL STRAPS 48" O.C. TO CONTINUOUS 20 GA. CROSS TEE OR O 3 4' O 0 STRUCTURE, TYP. (2) #10 SELF CROSS CHANNEL MIN. N0. 12 GA. VERTICAL 2' X 2' EXPOSED GRID, Q TAPPING TEK EXISTING JOIST WIRE HANGER ® 4'-0" LAY IN ACOUSTICAL CEILING CLEAR SILICON U) SCREWS ® O.C. ® MAIN RUNNER PANELS, AS SPECIFIED BEAD U) O 16" O.C. AND 8" MAX. FROM Q METAL STUD FRAMING, WALL. T-BAR GRID SUSPENDED W SEE A2.1 & A2.2 5/8" TYPE "X" SCREW INTO FROM STRUCTURE ABOVE z < w GYPSUM BOARD MOULDING AT POP RIVET GAP FLANGE j Q TYP . DIAG. BRACING TYP . ATTACHMENT TO TYP . ATTACHMENT TO PERIMETER POP RIVET TYP. SUSPENDED SUSPENDED GYP . BD . SUSPENDED CEILING SEISMIC U z CONN . TO DECK STRUCTURE ABOVE STRUCTURE ABOVE USTICAL CEILING 1 1 A SCALE: N.T.S. 2 CEILING PERIMETER DTL SEPARATION JOINT QLLL_ O SCALE: 3" 1'-0" f-o Q SCALE: N.T.S. SCALE: N.T.S. Z n = SCALE: N.T.S. •J Y' SCALE: N.T.S. z NOTES: EXISTING WOOD UzMO 1. G.C. TO PROVIDE AND INSTALL UNISTRUT EXISTING WOOD SHEATHING 06 U) � U AND U R T SUPPORTS. ATTACH TO TOP JOIST (2) 2X4 OR U) Q 0) W USE 4X4 AT TOP w U) 2. HARDWARE FOR LOUVERS PROVIDED BY 3: () PLATE OF WALL _I MILLWORK CONTRACTOR AND INSTALLED BY CONSTRUCTION Q U) 0 G.C. COLUMN FRAMING W/SIMPSON z BELOW-GAP SHOWN LU-24 HANGER O oo O 0 < W 3. VERIFY W/STRUCTURAL DRAWINGS PRIOR TO ONLY FOR CLARITY START OF CONSTRUCTION FOR ALLOWABLE z F- U ATTACHMENTS TO BOTTOM OF JOIST/TRUSS. BOTTOM PIECE OF AT FLOOR TO SEE ALSO A4.1 AND STRUCTURAL DRAWINGS. CHANNEL REMOVED CEILING WALL AT COLUMN HEADS USE 4. REFER TO MILLWORK DRAWINGS FOR DEFLECTIVETRACK, SEE DETAIL 2/A7.1 o INFO. 7C ABOVE AT A7.1 •� v 5. DO NOT ATTACH MATERIALS TO BOTTOM CG- BOTTOM ADDITIONAL Vf - ; gin CHORD OF BAR JOISTS, TYP. 76 / OF SOFFIT 3 5/8" METAL y - . STUDS ® 16" v 6. CONFIRM CENTER LINE OF DUCT DIMENSION A7'1 - 5/8" GYPSUM O.C., SEE A2.2 id o= WITH FIELD CONDITIONS & MECHANICAL ALIGN AT EDGE BOARD OVER1/4" GYPSUM BOARD 10A FOR GAUGE DRAWINGS OF WALL SOFFIT FRAMING - METAL STUD OVER 5/8" PLYWOOD u � „o 16 GA. METAL DIAG. SEE PLAN FOR SIZE OVER METAL STUD ; 12 GA. METAL FRAMING PROVIDER/ ITEM(S) BOX LEG BELOW , SOLID SURFACE PASS INSTALLER CHANNELSEE 2/A7.2 ss-t WELDED TO FRAME THROUGH COUNTER G.C. PROVIDE CUTOUTS FOR SOUP WELLS & PANS TOP AND BOTTOM COOK SIDE 8"X1-1/2"X3/16" THICK 1/2" TREATED PLYWOOD, we-z STAINLESS STEEL BOX COUNTERSUNK SCREWS KES SERVICE SIDE RUNNER STATION BASE CABINETS AND STN. STL. COLUMN TO EXTEND UP COUNTERTOP 12 GA. METAL FRAMING TO COUNTER ABOVESTAINLESS STEEL BASE FRAME, BOX COLUMN WITH CHANNEL BASES FOR 9" SERVICE SIDE ANGLE EACH SIDE TREATED 5/8" KES PASS THROUGH ELEMENT CONTINUOUS WELD CONTINUOUS PLYWOOD MILLWORK -SOLID SURFACE PASS THROUGH COUNTER & PLYWOOD FOR PASS 6' CL 3" 3/4"0 ANCHOR BOLT 2" SQ PIPE COLUMN (VERIFY HEIGHT WITHTHROUGH ELEMENT INTO EXISTING NOODLES REP. IN FIELD) 1C 1/16" STAINLESS STEEL CONCRETE, GROUT SOLID. 4"0 ANCHOR BOLT 3 PANEL SCREWED TO NOTES: 40 1A / STAINLESS STEEL WALL CAP A7.2 BOTTOM OF PLYWOOD, TYP. 1. EPDXY SEAMS & SOLID SURFACE COUNTER PER MANUFACTURER INSTRUCTIONS, t2 SEE DETAIL B/A7.2 INTO EXISTING CONCRETE, INSTALLED OVER OVEROUT SOLID -2 MATERIALS TO MEET NSF REQUIREMENTS GRwe-2 1-1/2"x1-1/2" STAINLESS 'v O TREATED 5/8" CONTINUOUS STEEL TUBE FRAME 2. MILLWORK TO CONFIRM WITH NOODLES DESIGNER 1F SITE IS TO RECEIVE a PLYWOOD AND SOLID SURFACE 8" STAINLESS STEEL OR SOLID SURFACE COUNTERTOPS _ W X 9" STL. PLATE BACKSPLASH, SEAL ALL EDGES 4'-4" A.F�F. WELDED TO STAINLESS T HIGH COUNTERS 18 GA. STAINLESS STEEL WALL N A ° STEEL PIPE COLUMN STAINLESS STEEL WALL COVERING / 1B TREATED 5/8" CONTINUOUS AND BOLTED TO FLOOR we-z OVER GYP BD. AT TOP OF WALL CAP INSTALLED OVER OVER A7.2 - PLYWOOD 1/2"' THICK STL. PLATE WHERE VISIBLE & FULL HEIGHT _ we-2 TREATED 5/8" CONTINUOUS 3'-9" A.F.F. � 3'-9"A.F.F. AT WALL BEHIND HANDSINK, SEE - PLYWOOD AND SOLID SURFACE AT BASE OF STAINLESS a T/ CAP - T CAP `r DETAIL NOTES ON 1C/A7.2 BACKSPLASH, SEAL ALL EDGES PF / STEEL. POST. D PROVIDE ADDITIONAL PROVIDE CONTINUOUS SEE DETAIL 6/A7.2 �3'-2 1/2"AFF V.I.F. _ BLOCKING AS REQ'D3'-2 1�2"AFF V.I.F. - SEALANT AT ALL SEAMS, TYP. FOR SIZE & SPACING Y T/ EQUIP. COUNTER �I T COUNTER - 00 - PROVIDE CONTINUOUS / ( 5 PROVIDE ADDITIONAL 0__SC_ALE_2"_="1 �-O 3/16" BENT CHANNEL, STAINLESS STEEL COUNTER -------- SEALANT AT ALL SEAMS, TYP. 18 GA. STAINLESS STEEL IBLOCKING AS REQ'D SEAL ALL SIDES, L7 SCALE:2"=1'-0" MOUNTED TO CABINETS L - ------ --- -� MOUNTED OVER 5/4" I I W 12 GA. METAL fl SCREWED TO WALL CAP, L J 5 i FRAMING CHANNEL FORMALDEHYDE FREE / to" MIN. 2 SCREWS PER SIDE 3/4' TREATED PLYWOOD - - TREATED WOOD COMPOSITE - 1 /I II O O r STAINLESS STEEL WALL ITEM 198, S S PASS HOLD INTO BLOCKING. FIELD SUB TO F STAINLESS STEEL WALL PANEL BOARD ATTACHED TO we-z SHELF SUPPORT BASE. VERIFY WALL PRIOR TO we-z I COVERING OVER GYP BD. p STAINLESS STEEL MILLWORK COVERING OVER GYP BD. CABINET, SCREWED 6"-8" COORDINATE WITH KES FRAMING. INSTALLED I I 1--- - Q BY K.E.S. AT FRONT & BACK 1 CONDUIT-REFER TO O.C. AT FRONT & BACK, TYP. r HOLD CLEAR DIMENSION FOR FOR DIMENSIONS 8" AFTER ITEM 197, RUNNER I I O STATION IS IN PLACE. EDGES 6-8" O.C., TYP. + -H ELECTRICAL DRAWINGS STAINLESS STEEL WALL PIPE COLUMN/PLUMB/ELECT. WHITE P-LAMINATE AT F MIN. HOLD CLEAR DIMENSION WC_2 TOP OF WALLCOVERING S& FULBHEIGHT IJ I WORK ITEM 197, RUNNER TOP OF LOW WALL UNDERSIDE OF PLYWOOD i i L11 STATION BACKSPLASH. SEE 2/A7.2 FOR PIPE COLUMN/ PLUMB/ AT WALL BEHIND HANDSINK } 4'-4" A.F.F. 8" METAL STUD 18 GA. w 3/16" BENT CHANNEL TO TREATED 5 8" - ELECT. WORK PROVIDE CONTINUOUS _ / -------- T HIGH COUNTER CLEAR SILICONE I I ® 16" O.C. z OVERLAP BOTTOM OF TINUOUS PLYWOOD ---------- SEALANT ALL SIDES SEALANT BETWEEN /WALL CAP BY 1" MIN. -------- --- -- -- i 8" METAL STUD 18 GA. COUNTERTOP AND WALL ii W HOLES PRE- FRP OVER GYP BD. t1;0N I--{ -1 ® 16" O.C. DRILLED IN STAINLESS � 2" SQUARE STEEL � II r Z 0 Q BEHIND ITEM 197 & 197A, I WC-1 ��---------------�_I RUNNER STATION ONLY. STEEL CHANNEL FOR PIPE COLUMN I I L B-1 O SCREWED ATTACHMENT WELD BOX COLUMN B-toy we-t /I m I- W LJJ >�jERVICE COOK SIDE AT TOP AND BOTTOM, Z chPROVIDE ADDITIONAL TYP. ALL AROUND /It 8"X10" FIELD CUTOUT CABINET a-tD `m SIDE BLOCKING AS REQ'D PIPE COLUMN BOLTED TO FLOOR, BACK FOR ELEC./ CABLE ACCESS = N O z +/- 9 1/2" e-1 PIPE COLUMN BOLTED WALL TYPE O O TYP., SEE 1A/A7.2 FOR BASE TO FLOOR, TYP. CI) Q � U Q 3'-9" A.F.F. PLATE DETAIL. HOLD TUBE COLUMN SERVICE SIDE COOK SIDE SERVICE SIDE COOK SIDE REFER L EQUIPMENT D3 SEE A2.2 - T/ LOW WALL TO SERVICE SIDE OF LOW WALL SEE 1A & 18/A7.2 �J,J � � W (n SCHEDULE ON A1ETS AND DIMENSION ALLOWS 1/4" J O z z FORKIEQUPMENTETEM. TOLERANCE FOR FIELD BUILT LOW WALL DETAIL- COOKLINE z LOW WALL DETAIL- COOKLINE p o J O WALL WITH BACKSPLASH Z SCALE: t'=t'-0" 3 SCALE: V=V-O"' O 00 Q O U CHANNEL BASE AT AND WALLCAP. LD VERIFY ELEVATION OF CHANNEL PASS THROUGH FRAME Lu FABRICATION BASE FROM COOK SIDE 3 2 z r O PRE-DRILLED COUNTERSINK SOLID SURFACE COUNTERTOP C SCALE: NTS D SCALE: N.T.S. A7.2 A7.2 ( HOLES FOR FIELD ATTACHMENT, OVER 1/2" TREATED PLYWOOD `L SEE 1C/A7.2 OVER 1/16" STAINLESS STEEL 7 -5 PANEL OVER STAINLESS STEEL COLUMN DETAILS @ COUNTER SOLID SURFACE TO , FRAME. SCREW PLYWOOD WITH C u e a - HAVE 1/16" EASED 1'-o t/z" 2�_8" 1'-0 1/2" STAINLESS STEEL PANEL BACK EDGE AT CORNER OPEN BETWEEN HIGH TO FRAME AT 8" O.C., TYP. ��4'-4"A.F.F. _ COUNTER SUPPORTS WELD BOX COLUMN y •"- COOK SIDE T/ -- - ----- - ---_-- ----= AT TOP AND BOTTOM, Q TYP. ALL AROUND o 7'-5" I� 3,-9"A.F.F. IL a u ° - LL `I T/ CAP 1 I I 4) & N °o' V-0 1/2" 2'_8" 2'_8" 1'-O 1/2" ----- ---- ---1--�..._....- ....._--- -.-._--- -----...,. -.�_......_... --.- -------_. __---� _I--_ -_---_-�-------- -__---- � SEE ELECTRICAL DRAWINGS E { FOR MORE INFORMATION A if.= O P -._---. i ug n __ __ N COOKING o o F IF -- — I F I F 71 LINE OF ---- _ ------____OPEN SHELF - 1 OPEN SHELF - APRON Q = o I WALL BELOW-- ------ . -- , T..... ------ - - -- BOX LEG BELOW WELDED TO FRAME ry I TOP AND BOTTOM I I I II 1 II I I I 11/16" STAINLESS STEEL --..--- - - -- - - - . - -- PANEL ----- - ---- - SERVICE �� _ _ L- _ L SCREWED TOE1/2" TTREATDED a PLYWOOD TOP COVERED SERVICE SIDE WITH SOLID SURFACE Revisions ss-t SOLIDSURFACE PASS - -- - --- - — - I --- -- - -....�I ISSUED SR LANDLORD REVIEW THROUGH 1-1/2"x1-1/2" SQUARE ISSUED FOR PERMIT STAINLESS STEEL TUBE 5 02-oa-2015 FRAME BELOW A7. ow2 DLL2LTHROUGH PLAN AT COOKLINE LOW WALL ELEVATION - SERVICE SCALE: =1'-0" NORTH SCALE: V=1'-0" 0 MATCH LINE C- XISTING COLUMN TO Q I I ALL SI ES REMAIN I I 2 1 I 1 1 IA7.2 1 I I I 4'-6 1/2' I -I 7'-0" V_O" 2'-5" 2'-8" 2'-8' 2'-8" 2'-8" 2'-8" 2'-8" 2'-5" _ HOLD I I HOLD I I DASHED LINE INDICATES BASE 1D i i dG? 3'-9" A.F.F. 1 C INA.CHIPMAN t-n 3 PLATE MOUNTED TO FLOOR, SEE 1 �' T ,, A7.2 1A A7.2 - SHIM METAL FRAMING A7.2 ss-t A7 2 T CAP i A' .3653 / 4'-4" A.F.F. COOK SIDE CHANNEL PLATE AS REQ'D FOR T COUNTER �� SIM. METAL STUD WALL, TYP. _ _ _ E Ln ..vs,IL a ' , I 4.4r3 I I I I IOC' - - E0. L J L— J L J EQ. I I 02-04-2015 I I to aDATE I I SEE COLUMN DETAIL A7 2 i EXPIRATION DATE 06-30-2015 I I 7'-8 1/4" 7'-5" SERVICE SIDE 7'-8 1/4" I ARCHITECT f I I I I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY T I VISION AND THAT TO THE BEST OF MY KNOWLEDGE,THESAMECOMPLY WITH ALL RULES, SERVICE SIDE/RUNNER STATION 3'-2 1/2" A.F.F. IV.I.F.) LINE OF HIGH COUNTER REGULATIONS AND ORDINANCES OF PORTLAND,OREGON COUNTER MOUNTED ATOP T EQUIPMENT COUNTER SEE 1C/A7.2 FOR OVER REunNCToSTRUCTURES AND auaolres. I I KITCHEN EQUIPMENT, SEE PLANS WALL CHANNEL SUPPORT & DETAILS 2 & 3/ A7.2 OF PASSTHRU SHELF ARCHITECT I I Drawn By Checked By PL, EA, RI AU I Scale Date 2'-0" 17'_4" 3'-6 1/4" AS NOTED 01-06-2015 Job No. LOCATION(S) FOR POWER AT THE RUNNERS STATION SHALL COORDINATED 14-2115 LOW WALL PLAN - COOKLINE CM PRIOR TOTHE STARTART OF CONSTRUCTION Sheet 6 Sheet No. SCALE: 1" = 1'-0" NORTH A7 . 2 HEIGHT TO ALIGN WITH 6 5 6 S.S. PANEL AT BEVERAGE A7.3 A7.3 A7.3 — _ STATION, G.C. TO VERIFY STAINED WOOD ±69' A.F.F.,IYP_- h 3'-0" CAP BY MILLWORK SEE ALSO INTERIOR Y ELEVATIONS DISPLAY CASE I I CORNER GUARD BY G.C. II COUNTERT9Tn^ W/ COUNTER �W/ COUNTERW/ CHAIR RAIL & BASE INSTALLATION NOTES: REVEAL, SS-1 REVEAL, Si�S-�1 REVEAL, SS-1 AT BOOTH LOCATIONS G.C. TO INSTALL i I 3" STAINED 3" STAIN ED BOOTHS PRIOR TO CHAIR RAIL & BASE. WOOD PLANKS 3" STAINED WOOD PLANKS CHAIR RAIL & BASE TO BE INSTALLED WOOD PLANKS �t STAINLESS STAINLESS I I AFTER FOR TIGHT FITTING FINISH STEEL FRAME---\ - /,/--FRAME STEEL STEEL FRAME PAINT -- __ — --- _� FRP FITS IN A NOTCH AT � A7.3 UNDERSIDE OF CHAIR RAIL (TYP.) „ • • „ -- 2" n 31-3/4" A.F.F. • • o • • • • • ., - --- - I n r • — GRA --- ---GRAIN-—GRAIN— _ ----GRAIN- Z 00 0 o STAINED WOOD • • z I CHAIR RAIL STN_ W oN I W to — -- D FRP PANELS C-4 O N W Z O Q -- — — a CORNER GUARD BY G.C. Offa O I W W 7ZSTAINLESS STEEL STAINLESS STEEL STAINLESS STEEL o CERAMIC TILE BASE B-2 Q Z) LEGS BY MILLWORKER FEDERAL UNIT WITH LEGS BY MILLWORKER LEGS BY MILLWORKER (n STAINLESS STEEL FACE J BY MILLWORK CO. TYPICAL CERAMIC TILE BASE @ TILE, Z w ELEVATION @ SALES COUNTER 3 CARPET FLOORING AND CG- 3 ELEVATION OU z o SCALE: 1 ='1 -0 SCALE: 3"=1'-0" Z M 06 2 N 0 z 6 5 CASH DRAWER g Lij 3: � Y A7.3 A7.3 MOUNTED BELOW A7.3 J O O pz COUNTERTOP, TYP. (n Q _ HOLD TIGHT PRINTER ON SHELVING BELOW 10 a/a" n 1/2" TO COOLER a 1/2" 10 5/a" 1'_0 10 5/a" STAINLESS STEEL GROMMET 3/4" x 3" SED WOOD O Q J U CHAIR RAIL TN- 0 N () _ w POS BASE POS BASE 2.5" DIA. (TYP.) _ 31 f i ;� r-_. _. T/CHAR II EO Q POS �'� 1/4" PANEL OVERLAP I ' , o ; I o BASE ' INRABBITER N 3' i N 3 �Cdo'O _ J �_ L \ OD LOCKING IN WALL WO B A7.3 STAINLESS STEEL --__ --_—_ ___ STAINLESS STEEL M ° o BEHIND CHAIR RAIL, TYP. N o r N N GROMMET 2.5" DIA (TYP.) GROMMET 2 5" DIA. (TYP.) N N o _ _ - C . 0 PRINTER ON PRINTER ON SHELVING I F.R.P. W/ ALUM. TRIMS ® U SHELVING BELOW_ ------------------------- I I VERTICAL JOINTS C-4 > m � ---- ----------------------- ----- - -----BELQW----------------- ------------------------- ------ --- --- --- • " o " �2EE� 2'-10'A.F.F. PROVIDED BY MILLWORKER E . _ �,// QL O P r_ - --------------_--------- ------ __ ___________________________ ____ _____________ ____. •� N6fV CHAIR RAIL NOTE: m o FALSE WALL BLOW FALSE WALL BELOW FOR I MILLWORK TO PROVIDE, m FALSE WALL BELOW FOR r � FOR ELEd., BOTH SIDES ELEC., BOTH SIDES G.C. TO INSTALL STAINLESS NEW WALL- G.C. TO INSTALL BLOCKING Q I I ELEC., BOTH SIDES I I STEEL J-CHANNEL AT COUNTERT W/ I BASE OF WAINSCOT PRIOR TO INSTALLATION OF GYP. BD. REVEALCOUNTE, REVEAL, SS- 1 REVEAL RT -j EXISTING WALL- G.C. TO CUT EXISTING REVEAL, SS-1 A7 3 REVEAL, SSV-1 I I GYP. BD. ALONG WALLS FOR 3'-0" 3'-0" 6'-6" I INSTALLATION OF BLOCKING C 111c I I SE, RE: A2.4 EXISTING DEMISING WALL- G.C. TO BA & SE A INSTALL CHAIR RAIL DIRECTLY INTO EXISTING STUDS W/ APPROPRIATE SIZE NOTES: SCREWS. SEE MILLWORK DWGS. FOR MORE INFORMATION CONTINUE B-1/B-2 ® ALL SURFACES ® SERVER RETURNS- G.C. TO PROVIDE MITERED SIDE. VENEER CORE WILL NOT BE ACCEPTED. RETURN AT ALL CHAIR RAIL OUTSIDE Revisions CORNERS AND MITERED JOINT AT ALL Q01S2120F5RLANDLORDREVIEW CHAIR RAIL INSIDE CORNERS Q 2-04-20SUED 15 PERMIT 2 LAN SALES COUNTER SCAT-1'= 1 -0 4 SCALE: 3 = 1 -0' NORTH A 0 MICROLAM STAINED WOOD VERTICAL 0 CAP BY MILLWORK SUPPORTS VARIES 48" O.C. MAX VARIES DISPLAY CASE 2X BLOCKING, 'FEDERAL' UNIT TYP E0. E0. STAINLESS 3'-3" STOOL TO STEEL BY K.E.S.-/� YZ" 3a„ 3, OY2„ 3/a„ Z^ ALIGN W/EDGE NOTE: OF COUNTER / SEE MILLWORK DWGS. FOR MORE INFORMATION SOLID SURFACE TOP. A7.3 IL / SEE MILLWORK DWGS. 2' —t 0„ A OF�-n / E0. E0. m STAINED WOOD VENEER a J Jnp 0 0 X 02-04-2015 — f 1 - DATE J WOOD END PANEL N D N 06-30-2015 I PLAN N O N p N p EXPIRATION GATE ILLJ X X ARCHITECT N L, 3'—3 FOOT REST O FOOT RES FOOT REST7 IHEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST II II FALSE WALL OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, FOR ELEC. REGULATIONS AND ORDINANCES OF PORTLAND,OREGON I I I RELATING TO STRUCTURES AND BUILDINGS. STAINED d a ARCHITECT 1 STN. STL. LEGS N Y2„ 23/4„ 2'_93/4„ 234 y2„ WOOD R a d BY MILLWORKER FREE STANDING Drawn By Checked By FRONT ELEVATION " STOOL „ FREE STANDING CORE-DRILLED PL, EA, RI AU 8� Q B 2 4 STOOL TULIP COVER SHALL BE U BOLT FASTEN, TYP. Scale Date (TYP.) CONFIRM DRILLED, TAPPED AND DIA. W/ STOOL SLEEVE ANCHORS, SET SCREW INSTALLED AS NOTED 01-06-2015 MANUFACTURE TO KEEP IN PLACE Job No. 1.5" MAX. DEPTH INTO WHEN KICKED, TYP. SLAB AT CONCRETE 14-2115 BEVERAGE DISPLAY TOP SECTION @ SALES COUNTER DISPLAY CASE COUNTER STOOL DETAIL FIXED TABLE DETAIL �jQ Sheet No. 5 SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: I"=1'-0 A7 . 3 G.C. TO PROVIDE BLOCKING AS REQ'D. _ 10'-4 " B/ CEILING \\—EXITING SOFFIT I I PROVIDE DEEP LEG TRACK TOEXISTING METAL DECK, V.I.F. a, ALLOW FOR ROOF DEFLECTION i NOTE. t12'-0" V.I.F. BLOCKING AS REQUIRED. I ;_ ALL FIRE EXTINGUISHER LOCATIONS SEE A2.5 CONFIRM WITH MILLWORK TO BE VERIFIED ON SITE WITH THE 5/8" TYP 'X' GYP. BD. OVER 3 B/CEILING — DRAWINGS ,f LOCAL FIRE MARSHAL/INSPECTOR 5/8" METAL STUDS 0 16" O.C. PRIOR TO FINAL INSTALLATION CEILING TILE LG- 5/8" TYPE 'X' EXTERIOR GRADE GYP. BD. DINING B 3/8" X 4" TOGGLE BACK OF HOUSE: OVER 6" METAL CEILING JOISTS ® 16" O.C. BOLT W/ WASHER SEALANT-TYP. BOTH SIDES MOUNT TYPICAL FIRE EXTINGUISHER _ t10'-0" V.I.F. BRACKET DIRECTLY TO WALL. T/ STOREFRONT - LOUVERED MILLWORK r MOUNTING HEIGHT MUST BE 42" WALL BY MILLWORK 00 MINIMUM (TO ASSURE CONNECTION or ALUM. STOREFRONT SYSTEM COMPANY. GC TO WITH PLYWOOD BACKING) PROVIDE BLOCKING AS x z o m m HEAD W/ 1/4" GLASS 0 0 _ REQUIRED. GC TO ui N FRONT OF HOUSE: COORDINATE SUPPORT �/ I� 'v ALUM. STOREFRONT SYSTEM CONNECTIONS AT SLAB O \�¢ � ® W/ 1/4" TEMPERED GLAZING. AS REQUIRED W/ C ' ~ Q USE TYPICAL NOODLES CHAIR RAIL SEE SHEET A2.1 FOR FINISH MILLWORK SHOP DWGS � 0 11 a w PRIOR TO START OF CL: o W 0 O WITH BEVELED EDGES OF ALL SIDES. 11 f m INSTALL (4) COUNTERSUNK TOGGLE ENTRY DINING BOLTS. MOUNT TYPICAL FIRE G.C. TO PROVIDE CAULK. CONSTRUCTION Of W N a EXTINGUISHER BRACKET ON WOOD. G.C. TO MIX CAULK 1X WOOD CAP BY LLI J \~m W/PAINT TO MATCH MILLWORK COMPANY Q Q TYP. NOODLES TYP. NOODLES FIRE BOOTH BY OTHERS; MILLWORK TO z D W CHAIR RAIL EXTINGUISHER MOUNT END OF BOOTH FINISH END OF BOOTH WHERE EXPOSED 5/8" FRT. PLYWOOD Q a � SECTION, BEVEL TO BE FINISHEDr\\Z—Y1 ALL 4 SIDES NOT U SED WHERE EXPOSED 4=4I BLOCKING AS REQUIRED AT ENTRY SHIM & CAULK AS REQ'D I Z GLAZING BOTH SIDES ( I O Q FIRE TREATED 2x BLOCKING U Z co FIRE EXTINGUISHER MOUNT NOT USED o—�/8" METAL STUDS ® 16" o� 1 2 3-5/8" METAL STUDS 0 16" O.C. OR � SCALE: 3"=1'-0" (2) 1-5/8" METAL STUDS ® 16' O.C. I I I � Q AS REQUIRED SO FACE OF WALL Lo ' I J 3: O w ASSEMBLY IS FLUSH W/FACE OF STOREFRONT MULLION ON BOTH SIDES I I Q IDo d 5/8" GYPSUM BOARD OR 3/8" N I 5/8" GYPSUM BOARD OR 3/8" O Q N GYPSUM BOARD, EACH SIDE GYPSUM BOARD, EACH SIDE _ CAULK PER AO.2 SCHEDULE CAULK PER AO.2 SCHEDULE z I— AT TOP OF BASE, EACH SIDE AT TOP OF BASE, EACH SIDE BASE AS NOTED ON PLANS BASE AS NOTED ON PLANS U � oa v tl SEE SHEET A2.1 & AFOR SECTION @ ENTRY SECTION @ ENTRY 6„ RECESSED ''—'°" 6" y -= COLOR/FINISH OF INTERIOR LED LIGHTS ENTRY Q ALUMINUM STOREFRONT SYSTEM. 7 SCALE: 1"=1'-0" 8 SCALE: 1"=1'-0" 1 -7 3/4" x 1 1/2" SEE A2.1 & A3 SHEETS FOR WOOD TRIM 10'-4" A.F.F. C o - COLOR/FINISH OF EXTERIOR � - B GYP BD U � c ALUMINUM STOREFRONT SYSTEM ENTRY WINDOW JAMB 5/8 GYP. BD 1 Q 3 4 1/2" NEW ALUM. 4 1/2" SCALE: 1"=1'-0' STOREFRONT SYSTEM W/ 1/4" TEMPERED GLASS -� I O Qevo ,- _�_._.—. ENTRYID NTNG NTRY DINING ' CONT. SEALANT W/ BACKER ROD, BOTH SIDES - - --r-- NEW EXTERIOR ALUM. NEW ALUM. STOREFRONT 1 SYSTEM W/ 1/4" -U) th LID ya tia 'rya STOREFRONT SYSTEM W/ 1" TEMPERED GLASS MATCH ELI INSULATED TEMPERED GLAZING EXISTING FINISH r- EXTERIOR MATCH EXISTING FINISH j o Revisions in 00 00 LO ISSUED FOR LANDLORD REVIEW ENTRY WINDOW JAMB ENTRY WINDOW JAMB ENTRY WINDOW JAMB UD 0°'-2'-2°'S 4A 3 I Q zS°UED01FOR PERMIT 4 SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" A7.5 .-..--. -.r. 84 .- 1 U-) U0 Nva NOTES: 1 0 1. SAWCUT EDGES OF OPENING. DO NOT CUT EXISTING VAPOR BARRIER. �._..-_..__ 0 0 2. LEAVE MIN. OF 6" OF EXISTING VAPOR BARRIER EXPOSED FOR LAP WITH NEWC� L0 00 00 in VAPOR BARRIER. _ I 3. INSTALL UNDERGROUND PIPING AND/OR CONDUIT. ° 4. COMPACT BACKFILL AROUND UNDERGROUND AND/OR CONDUIT. 5. INSTALL COMPACTED GRANULAR FILL TO MATCH EXIST. GRANULAR FILL DEPTH=4" 1 1/8" WIDE SAWN MIN. CONTROL JOINT (CJ) 6. INSTALL NEW 10 MIL MIN. VAPOR BARRIER ABOVE GRANULAR FILL AND LAP MIN. 6" SHALL BE SAWN WITHIN AND SEAL PER MFR. RECOMMENDATIONS. 12 HOURS OF SLAB 7. INSTALL #3 DWLSx1'-6" LG. AT 16" O.C. DRILL AND EPDXY GROUT 6" EMBED AT IAN MILLWORK TO POUR PERIMETER OF OPENING. _ .�_ C7 B. INSTALL WIRE MESH 6x6xW1.4xW1.4 WWF FOR NEW SLAB INFILL. SUPPORT AS PROVIDE SHOP DWGS -- -- - - 3 MIN. 4" CONCRETE REQUIRED TO LOCATE AT MID SLAB DEPTH. �. ._ _ _ L 3 5/8" METAL A TIES,IL 0 SLAB ON GRADE W/ 9. INSTALL CONCRETE INFILL AND FINISH TO MATCH EXISTING CONCRETE ELEVATION, RECESSED 3/4" x 1 1/2" — STUDS ® 16" O.C. 6x6 W1.4xW1.4 WWF THICKNESS AND FINISH. WINE DISPLAY WOOD TRIM OW r l 4oF COMPACTED G.C. TO PATCH/REPAIR ALL CONCRETE. G.C. IS TO PROVIDE DIGITAL PICTURES OR OF GRANULAR REBAR AND VAPOR BARRIER TO THE CONSTRUCTION MANAGER FOR INSPECTION _ DRAINAGE FILL a v SUB-BASE TO I IIIIII--IIIIII—III 24 HOURS PRIOR TO POURING ANY CONCRETE. Jnr �n, -ia 02-04-2015 MATCH EXISTING (0 DATE III IIIIIIIIIIII-III #3 DWLx1'-6" LG 0 16" O.C. M 1 06-30-2015 10 MIL VAPOR DRILL AND EPDXY GROUT INTO EXPIRATION DATE BARRIER AT EXIST. 6" EMBED ® PERIMETER. _._-.... -__ -___ �__ ARCHITECT INTERIOR Y CERTIFY THAT THESE PLANS HAVE BEEN PRE. APPLICATIONS ONLY 6x6-W1.4XWxW1.4 W.W.F. 64" V-5g" 64" _ _ _ PNARED UNDER MYB SUPERVISION AND THAT TO THE BEST EXISTING FLOOR SLAB NEW INFILL SLAB T or NAY KNOWLEDGE,THE SAME COMPLY WITH ALL ROLES, OREGON COMPACTED 12 �� RELATING TO STRUCTURES AND BUD NOTE: ILONGS. G.0 TO PROVIDE CONTROL JOINT _ SUB-GRADE LAYOUT, BASED ON MAXIMUM JOINT SPACING, U.N.O. 4C ARCHITEOT A7.5 SLAB MAXIMUM JOINT Drawn By Checked By THICKNESS CJ SPACING DEPTH > PL, EA, RI AU 4" 13'-0" 1" COMPACT GRANULAR "rM LL MIN. VAPOR BARRIER LAP AND 4C Scale Date 5" 15'-0" 1 1/4" FILL REMOVED FOR NST EXIST. VAPOR BARRIER A MIN. A7.5 AS NOTED 01-06-2015 6" 15'-0" 1 1/2" UNDER GROUND PIPING INTERIOR APPLICATIONS ONLY A PLAN B ELEVATION SECTION Jol No, EXISTING VAPOR BARRIER LEAVE 6" AT CONCRETE SLAB INTERIOR APPLICATIONS ONLY EXPOSED AT C 14-2115 ALL SAWCUT EDGES FOR LAPPING AND @) CONCRETE CONTROL JOINT 1 Q REPLACEMENT DETAILSEALING of NEW VAPOR BARRIER 11 NOT USED 12 NOT USED 13 WINE DISPLAY DETAIL Sheet No. SCALE: N.T.S. SCALE: N.T.S. SCALE: 1" = 1'-0" l 4 10'-0" A.F.F. _ 10'-0" A.F.F. 0. .. O 0 .. ® R B SOFFIT B SOFFIT 0 0 P-4 6" METAL FRAMING _ P-2 5/8" GYP. BD. - PAINT P-3 "C" LIGHT FIXTURE, RE: ELECTRICAL TOP EDGES TO BE FINISHED WITH I.J. P-3 5/8" GYP. BD- PAINT o CHANNEL AND CAULKED oo VERIFY LOCATION O OF WATER LINE WITH EQUIPMENT p-4 5/8" GYP. BD- PAINT ui REQUIREMENTS AND 0L NOODLES CM PRIOR O Z STAINLESS STEEL PANEL BY TO INSTALLATION ^ O O G.C. TO ALIGN WITH TOP OF CORNERGUARD AND EXTEND G.C. TO PROVIDE BACKING BEHIND COKE MACHINE & XV.1. PER SPECIAL CONDITION MILLWORK, AND IS LOCATED NOTES ON SHEET A2.2 ON ALL 3 SIDES OF 72" A.E.F._(V.LF• W Lij U BEVERAGE ALCOVE L OF WATER LINE Y 5'-9" A.F.F. _ � Q WY T/ STAINLESS STEEL WALL PANEL z � / 0 Q Cy z 000o STAINLESS STEEL PANEL C�C i ON INTERIOR OF SIDE AND G 0 Z BACK WALLS (BY G.C.) O Q 0 / G.C. TO PROVIDE BACKING Z M Q PER SPECIAL CONDITION STAINLESS STEEL N EXTEND C- BEHIND NOTES ON SHEET A2.2 U) � W �6zN > < SHELF COKE MA E AND 3-9" A.F.F. C� Q � MILLWORK AT BACK — — — - W 31 W Cl AND SIDE WALL Q Q w Z 0 0 I I 2'-10" A.F.F. — 4 D O ° — — — — — — — — O O N (' Q TN- — i -- I-------. t 8" METAL FRAMING �pI .om .o STAINLESS STEEL + " I u ° ' I I SEE A2.2 FOR METAL COUNTERTOP , i ° i FRAMfNG REQUIREMENTS �� C uo_ FIXED PANEL 12 I 412" -2-" 1--1.5--_.1/14" /-_4 I OPEN 1(�1 I �BEVERAGE STATION SEE 1/A7.5 m. —4 BRUSHED CHROME ., " i . i CG-2 CORNER GUARD 1 1/2' PULLS, HAFELE #115.61.608 (t 14"), -- ---- --- - __ _. TYP. CAULK GAP AT FILLER SLIDING REMOVABLE U PANEL AT BASE c I SHELVING ON CLEATS, I U Q a o m MIDDLE PORTION OF BOTH EQ. � EQ. / 3" 2'-i" B_2 TMP � ``tom_ --Jyi 3'-3" 8" LOWER SHELF TO BE 3'-8" ` 2'-6" REMOVABLE ON CLEATS FOR FLOOR SINK ACCESS 6'-12" GYP. BOARD TO GYP. BOARD (BY MILLWORK) HOL FIELD VERIFY LOCATION ATTACHED BASE 0 DOORS G.C. TO PROVIDE A CUTOUT OF FLOOR SINK IS BELOW 2 FOR ELECTRICAL OUTLET AT REMOVABLE PANEL A7.5 BACK OF CABINET VERIFY LOCATION OF FLOOR SINK IS BELOW REMOVABLE PANEL 0 BEVERAGE STATION ELEVATION BEVERAGE STATION SECTION NOT USED 1 SCALE: 1"=1'-0" SCALE:1"=1'-0" 4 NTS Revisions ISSUED FOR LANDLORD REVIEW 01-21-2015 ISSUED FOR PERMIT 02-04-2015 6'-2" GYP. BOARD TO GYP. BOARD G.C. TO PROVIDE 4"0 X 2'-0" G.C. TO VERIFY QUANTITY Q HOLD 1„ LONG PVC TUBE W/NO END CAPS OAND UTLETS, JT OF ALL AND 1 10 3' 6 1/2" OVER MANAGER'S DESK FOR AS Q BUILT PLANS 0 t8'-6" A.F.F. CONDUITS W/NOODLES C.M. 9'-6" A.F.F. V.I.F. T CEILING TILE 0 VARIES DUPLEX OUTLET AND J-BOX FOR MOOD MEDIA SYSTEM 0 ±96" Q DUPLEX OUTLET AND J-BOX FOR *3 w t " 2'-6' 6'-6' A.F.F. G.C. TO VERIFY LOCATION W/NOODLES C.M., TYP. SECURITY SYSTEM ® t96" A.F.F. g G.C. TO VERIFY LOCATION MANAGER'S OVERHEAD SHELF W/NOODLES C.M., TYP. STAINLESS STEEL SHELFL REFER TO MECHANICAL '- DRAWINGS FOR MANAGER'S OVERHEAD p BY MILLWORK COMPANY W CABINET 0 t4'-6" A.F.F. z o STAINLESS STEEL THERMOSTAT/SENSOR MOOD MEDIA VOLUME CONTROL I - —- PANEL BY G.C., LOCATIONS SWITCHES 0 ±60" A.F.F.; G.C. ---_ --- �� a SEE ELEVATION TO CONFIRM QUANTITY AND A.CHIPMAN C� N CG-2 V FOR HEIGHT QUAD OUTLET 0 ±40" A.F.F. LOCATIONS WITH NOODLES CM WPRIOR OCCONSSTART OF G.C. TO VERIFY LOCATION ----- - CONSTRUCTION NOODLES W C.M., TYP. TI -- / i < 4" DIA. STAINLESS 1 DUPLEX OUTLET 0 ±48" A.F.F. > STEEL CONTAINERS ° O O O ALIGN G.C. TO VERIFY LOCATION ITIll i m (TYP. OF 6) BY n W NOODLES C.M., TYP. � G.C. TO CAULK MANAGER'S / DESK TO WALLS �Q� MILLWORK COMPANY O O G.C. PROVIDE 2"0 GROMMET 8 0 6 OPENING FOR TRASH FREESTYLE COKE � r l W COVER AT EACH END _ MACHINE W/ICE L J QUAD OUTLET AND CAN BELOW. PROVIDE 6 3/4' EMPTY J-BOX NO COVER a - MACHINE ABOVE G.C. TO PROVIDE CUTOUT FOR o STAINLESS STEEL TRIM. MIN. PLATE ® t36" A.F.F. DUPLEX OUTLET FOR SAFE IN 02-04-2015 BY MILLWORK COMPANY / TENET DATE WALL HUNG MENU G.C. TO VERIFY LOCAl1ON BACK OF DESK ® 9" A.F.F. - ---- -- PANEL—/ CABINET PANIC BUTTON IS TO BE PLACED �— 06-30-2015 o ' BOARD. SEE MILLWORK FEDERAL W/NOODLES C.M., TYP. EXPIRATION DATE STAINLESS STEEL PANEL DRAWINGS FOR DETAILS. PANIC BUTTON JUNCTION BOX ON INTERIOR ALL SIDES CD 8 ABOVE BASE AT DESK, ACTUAL ARCHITECT i ON THE SIDE OF DESK 4" _ BUT UNDER DESK WHERE i h BELOW TOP OF DESK & 8" BACK EASILY REACHABLE HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- LINE OF CHAIR RAIL - = PARED UNDER MY SUPERVISION AND THAT TO THE BEST LINE OF CHAIR RAIL FROM THE FRONT OF THE DESK l OC NOTE:NO CHAIR I ® t9" A.F.F. & ABOVE BASE OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, RAIL INSIDE ALCOVE 2'-6' NOTE: NO CHAIR RELATING TO STRUCTURES AND BUDLONGS. REGULATIONS AND:4CG-2 ORDINANCES OF PORTLAND,OREGON RAIL INSIDE ALCOVE - 0'-0' A.F.F. BEVEL CUT CHAIR RAIL T FINISHED FLOOR CG-2 SEE PLAN FOR NOTE: SAFE TO BE BOLTED AND FILE CABINET ARCHITECT LOCATION OF DOOR G.C. TO VERIFY THERE ARE NO UTILIZED FIRE ALARM PULLS, BEVEL CUT SECURITY KEYPADS, STROBES, ETC. ON THE WALL TO INTERFERE SEALED W/ SILICONE LOCATION TO BE V.I.F. 1 2 CHAIR RAIL NTH THE WINE DISPLAY AND WALL HUNG MENU BOARD Drawn By Checked By A7.5 A7.5 PL, EA, RI AU Scale Date TENET PANEL AND WALL HUNG 1"=1'-0" 01-06-2015 MENU BOARD AT QUEUE LINE Job No. Q2LLLAGE STATION PLAN r MANAGER ' S DESK ELEVATION 14-2115 L SCALE: 1"=1'-0" NORTH V SCALE: 1/2' = 1'-0" SCALE: 1/2"=1'-0" Sheet No. A7 . 5 SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 2.8 CONCRETE MIXING 2.3 PAINT D. Temporary Facilities: Provide temporary barricades and other protection required to A. Ready-Mixed Concrete: Comply with ASTM C 94. A. Shop Primer for Ferrous Metal: Organic zinc-rich primer, complying with SSPC-Paint 20 prevent injury to people and damage to adjacent buildings and facilities to remain. and compatible with topcoat. 1. Provide protection to ensure safe passage of people around selective demolition area PART 3 - EXECUTION B. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvonizing welds in steel, and to and from occupied portions of building. complying with SSPC-Paint 20. General requirements of this contract, sections 01000 through 01830 with the following Supplementary C. Bituminous Paint: Cold-applied asphalt mastic complying with SSPC-Paint 12, except General Conditions form a port of this contract and are available in the office of the Owner. 2• Protect walls, ceilings, floors, and other existing finish work that are to remain or that 3.1 FORMWORK containing no asbestos fibers, or cold-applied asphalt emulsion complying with ASTM D 1187. are exposed during selective demolition operations. A. Design, construct, erect, shore, brace, and maintain formwork according to ACI 301. E. Temporary Enclosures: Provide temporary enclosures for protection of existing building Supplementary General Conditions: and construction, in progress and completed, from exposure, foul weather, other construction 3.2 VAPOR RETARDER 2.4 FASTENERS Insurance:Contractors liability insurance shall include the Architect and his consultants as additional insureds. operations, and similar activities. Provide temporary weathertight enclosure for building A. Install, protect, and repair vapor-retarder sheets according to ASTM E 1643; place A. General: Provide Type 304 or 316 stainless-steel fasteners for exterior use and exterior. sheets in position with longest dimension parallel with direction of pour. zinc-plated fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, where built type,e t t f l S ll i t to exterior was. Select fasteners or F. Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or B. Lap joints 6 inches and seal. in � , 9rade, and class required. SECTION 01732 - SELECTIVE DEMOLITION structural support to preserve stability and prevent movement, settlement, or collapse of B. Bolts and Nuts: Regular hexagon-head bolts, ASTM A 307, Grade A (ASTM F 568M, construction to remain, and to prevent unexpected or uncontrolled movement or collapse of 3.3 STEEL REINFORCEMENT Property Class 4.6); with hex nuts, ASTM A 563 (ASTM A 563M). PART 1 - GENERAL construction being demolished. A. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting C. Anchor Bolts: ASTM F 1554, Grade 36. 1. Strengthen or add new supports when required during progress of selective demolition. reinforcement. D. Machine Screws: ASME 818.6.3 (ASME B18.6.7M). 1.1 SUMMARY 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before E. Lag Bolts: ASME 818.2.1 (ASME 818.2.3.8M). A. This Section includes the following: 3.4 POLLUTION CONTROLS placing concrete. F. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with 1. Demolition and removal of selected portions of a building or structure. A. Dust Control: Comply with governing environmental-protection regulations. capability to sustain, without failure, a load equal to six times the load imposed when 2. Demolition and removal of selected site elements. B. Disposal: Remove and transport debris in a manner that will prevent spillage on 3.4 JOINTS installed in unit masonry and equal to four times the load imposed when installed in 3. Repair procedures for selective demolition operations. adjacent surfaces and areas. A. General: Construct joints true to line with faces perpendicular to surface plane of concrete, as determined by testing per ASTM E 488, conducted by a qualified independent r C. Cleaning: Clean adjacent structures and improvements of dust, dirt, and debris caused concrete. testing agency. 00 1.2 MATERIALS OWNERSHIP by selective demolition operations. Return adjacent areas to condition existing before B. Construction Joints: Locate and install so as not to impair strength or appearance of A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise selective demolition operations began. concrete, at locations indicated or as approved by Architect. 2.5 GROUT C. Isolation Joints: Install joint-filler strips at junctions with slabs-on-grade and vertical A. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous indicated to remain Owner's property, demolished materials shall become Contractor's property and 3.5 SELECTIVE DEMOLITION surfaces, such as column pedestals, foundation walls, rade beams, and other locations, as rout complyingwith ASTM C 1107. Provide rout specifically recommended b manufacturer WN shall be removed from Project site. A. General: Demolish and remove existing construction only to the extent required by new indicated. P 9 for interior exterior applications. 9 P y y Of construction and as indicated. Use methods required to complete the Work within limitations 1. Extend joint fillers full width and depth of joint, terminating flush with finished concrete O 1.3 SUBMITTALS of governing regulations and as follows: surface, unless otherwise indicated. 2.6 CONCRETE FILL Q A. Proposed Dust-Control and Noise-Control Measures: Submit statement or drawing that indicates 1. Neatly cut openings and holes plumb, square, and true to dimensions required. D. Contraction (Control) Joints in Slabs-on-Grade: Form weakened-plane contraction joints, A. Concrete Materials and Properties: Comply with requirements in Division 3 Section Q the measures proposed for use, proposed locations, and proposed time frame for their operation. 2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring sectioning concrete into areas as indicated. Construct contraction joints for a depth equal "Cost-in-Place Concrete" for normal-weight, air-entrained, ready-mix concrete with a O Identify options if proposed measures are later determined to be inadequate. existing finished surfaces. to at least one-fourth of the concrete thickness. minimum 28-day compressive strength of 3000 psi (20 MPD), unless otherwise indicated. IY B. Schedule of Selective Demolition Activities: Indicate the following: 3. Do not use cutting torches until work area is cleared of flammable materials. At 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden 3.5 CONCRETE PLACEMENT 2.7 FABRICATION, GENERAL w each activity. Ensure Owner's building manager's and other tenants' on-site operations are space before starting flame cutting operations. Maintain fire watch and portable A. Comply with recommendations in ACI 304R for measuring, mixing, transporting, and A. Shop Assembly. Preassemble items in shop to greatest extent possible to minimize } W uninterrupted. fire-suppression devices during flame-cutting operations. placing concrete. field splicing and assembly. Q 4. Maintain adequate ventilation when using cutting torches. B. Shear and punch metals clean) and accurate) Remove burrs. 2. Interruption of utility services. P Y Y• I 5. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and 3.6 FINISHING UNFORMED SURFACES C. Ease exposed edges to a radius of approximately 1 32 inch 1 mm Q 3. Coordination for shutoff, capping, and continuation of utility services. promptly dispose of off-site. A. General: Com I with ACI 302AR for screedin restrai htenin and finishin o erations P 9 m Y / ( ), unless otherwise 4. Locations of temporary partitions and means of egress, including for other tenants 6. Locate selective demolition equipment and remove debris and materials so as not to Comply 9, 9 9. 9 P indicated. Form bent-metal corners to smallest radius possible without causing groin W affected b selective demolition operations. for concrete surfaces. Do not wet concrete surfaces. separation or otherwise impairing work. Y P impose excessive loads on supporting walls, floors, or framing. B. Screed surfaces with a straightedge and strike off. Begin initial floating using bull floats D. Weld corners and seams continuously. Z 5. Coordination of continuing occupancy of portions of existing building. 7. Return elements of construction and surfaces that are to remain to condition existing or derbies to form a uniform and open-textured surface plane before excess moisture or E. Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate 0 C. Predemolition Photographs or Videotape: Show existing conditions of adjoining construction and before selective demolition operations began. bleedwater appears on the surface. and space anchoring devices to secure metal fabrications rigidly in place and to support site improvements, including finish surfaces, that might be misconstrued as damage caused by B. Existing Items to Remain: Protect construction indicated to remain against damage and C. Trowel Finish: Apply a hard trowel finish to surfaces indicated and to floor and slab indicated loads. O selective demolition operations. Submit before Work begins. soiling during selective demolition. When permitted by Architect, items may be removed to a surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarryU (D U) F. Allow for thermal movement resulting from temperature change of 120 degrees F. Ch suitable, protected storage location during selective demolition and cleaned and reinstalled in tile. Z Z 1.4 QUALITY ASSURANCE their original locations after selective demolition operations are complete. D. Trowel and Fine-Broom Finish: Apply a partial trowel finish, stopping after second ambient overstressing 180 degree F. surface temperatures by preventing buckling, opening up of joints, 0x = N Q C. Resilient Floor Coverings: Remove floor coverings and adhesive according to PP y P PP 9 engineering lc components, failure of connections, and other detrimental effects. Base W A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work 9 9 9 troweling, where ceramic or quarry the is to be installed by thin-set methods. Immediately engineering calculation on surface temperatures of materials due to both solar heat gain and (n [-_ similar in material and extent to that indicated for this Project. recommendations in RFCI-WP and its Addendum. after second troweling, and when concrete is still plastic, slightly scarify surface with a fine CA � 9. P 9 Y Y nighttime-sky heat loss. Q D. Roofing: Remove no more existing roofing than can be covered in one day by new broom. W B. Professional Engineer Qualifications: Comply with Division 1 Section "Quality Requirements." G. Remove sharp or rough areas on exposed traffic surfaces. � Q i i f h i fi b li h i Fi B li N E requirements.applicable Division 7 Section for new roofing Refer to a g. ppg q . . Nonslip room ns : Apply a nonslip room nsto surfaces indicated and to H. Form ex C. Regulatory Requirements: Comply with governing EPA notification regulations before beginning roofinposed connections with hairline joints, flush and smooth, using concealed J O (� E. Air-Conditioning Equipment: Remove equipment without releasing refrigerants. exterior concrete slabs. Immediately after float finishing, slightly roughen trafficked surface fasteners where possible. selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. by brooming with fiber-bristle broom perpendicular to main traffic route. � D. Standards: Comply with ANSI A10.6 and NFPA 241. 3.6 PATCHING AND REPAIRS 0 w 2.8 MISCELLANEOUS FRAMING AND SUPPORTS A. General: Promptly repair damage to adjacent construction caused by selective 3.7 TOLERANCES A. General: Provide steel framing and supports indicated and as necessary to complete the O OD U 1.5 PROJECT CONDITIONS demolition operations. A. Comply with ACI 117, "Specifications for Tolerances for Concrete Construction and Work. O N Q W A. Building Owner may occupy portions of building immediately adjacent to selective demolition B. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces Materials. B. Fabricate units from structural-steel shapes, plates, and bars of welded construction, 0 area. Conduct selective demolition so Owner's operations will not be disrupted. Provide not less than suitable for new materials. unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as z O 72 hours' notice to Owner of activities that will affect Owner's operations. C. Finishes: Restore exposed finishes of patched areas and extend restoration into P 3.8 CONCRETE PROTECTION AND CURING necessary to receive adjacent construction retained by framing and supports. Cut, drill, and B. Maintain access to existing walkways, corridors, and other hi i d hi t id i li i t d adjacent occupied or used facilities. adjoining construction n a manner that eliminates evidence of patching anrefinishing.j p A. General: Protect freshly placed concrete from premature drying and excessive cold or top units to receive hardware, hangers, and similar items. and ri t id P ibl ibl i i t thare as invisible as posse. rove materials an bl with d h twdurable seams a Patch 1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written 1. hot temperatures. Comply with ACI 306.1 for cold-weather protection, and follow C. Galvanize miscellaneous framing and supports for exterior installation. comply with installation requirements specified in other Sections of these Specifications. permission from authorities having jurisdiction. recommendations in ACI 305R for hot-weather protection during curing. apply primer and intermediate paint coats Where patching occurs in a painted surface, C. Tenant assumes no responsibility for condition of areas to be selectively demolished. 2. B. Curing Methods: Cure formed and unformed concrete for at least seven days by 2.9 MISCELLANEOUS STEEL TRIM o m over patch and apply final paint coat over entire unbroken surface containing patch. Provide C o d D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the moisture curing, moisture-retaining-cover curing, curing compound, or a combination of A. Unless otherwise indicated, fabricate units from structural-steel shapes, plates, and bars U „ P additional coats until patch blends with adjacent surfaces. these as follows: of profiles shown with continuous) welded joints, and smooth exposed edges. Miter corners c m o Work. P Y 1 P 9 E. Ceilings: Patch, repair, or rehang existing ceilings as necessary to provide an 1. If materials suspected of containing hazardous materials are encountered, do not disturb; even- lane surface of uniform a 1. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover and use concealed field splices where possible. _ o- p appearance. for curingconcrete, laced in widest practicable width, with sides and ends la N > a immediately notify Architect and Owner/Tenant. Hazardous materials will be removed by P P lapped at least Owner/Tenant under a separate contract. 3.7 DISPOSAL OF DEMOLISHED MATERIALS 12 inches ars mm), and sealed by waterproof tape or adhesive. Immediately repair any 2.10 FINISHES, GENERAL c E. Utility Service: Maintain existing utilities indicated to remain in service and protect them A. General: Promptly dispose of demolished materials. Do not allow demolished materials holes or tears during curing period using cover material and waterproof tape. A. Comply with sforNAAMas "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. r o = W against damage during selective demolition operations. to accumulate on-site. 3.9 FIELD QUALITY CONTROL - 1. Maintain fire-protection facilities in service during selective demolition operations. A. Testing Agency. Engage a qualified independent testing and inspecting agency to 2.11 STEEL AND IRON FINISHES U o END OF SECTION 01732 a v , sample materials, perform tests, and submit test reports during concrete placement A. Galvanizing: Hot-dip galvanize items as indicated to comply with applicable standard > PART 2 - PRODUCTS according to requirements specified in this Article. Perform tests according to ACI 301. listed below: SECTION 03301 - CAST-IN-PLACE CONCRETE B. Testing Agency. Owner will engage a qualified independent testing and inspecting 1. ASTM A 123, for galvanizing steel and iron products. 0. o a 2.1 REPAIR MATERIALS agency to sample materials, perform tests, and submit test reports during concrete 2. ASTM A 153/A 153M, for galvanizing steel and iron hardware. '� d A. Use repair materials identical to existing materials. PART 1 - GENERAL placement. Tests will be performed according to ACI 301. B. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with L o »v B. Comply with material and installation requirements specified in individual Specification Sections. 1. Testing Frequency. Obtain one composite sample for each day's pour of each concrete minimum requirements indicated below for SSPC surface-preparation specifications and m 1.1 SUMMARY mix exceeding 5 cu. yd. (4 cu. m), but less than 25 cu. yd. (19 cu. m), plus one set for environmental exposure conditions of installed metal fabrications: Q ° PART 3 - EXECUTION A. This Section specifies cast-in-place concrete, including reinforcement, concrete each additional 50 cu. yd. (38 cu. m) or fraction thereof. 1. Exteriors (SSPC Zone 18): SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." materials, mix design, placement procedures, and finishes. 2. Interiors (SSPC Zone 1A): SSPC-SP 3, "Power Tool Cleaning." 3.1 EXAMINATION 3.10 REPAIRS C. Apply shop primer to uncoated surfaces of metal fabrications, except those with A. Verify that utilities have been disconnected and capped. 1.2 SUBMITTALS A. Remove and replace concrete that does not comply with requirements in this Section, galvanized finishes and those to be embedded in concrete, sprayed-on fireproofing, or B. Survey existing conditions and correlate with requirements indicated to determine extent of A. General: In addition to the following, comply with submittal requirements in ACI 301. masonry, unless otherwise indicated. Comply with SSPC-PA 1, "Paint Application Specification t 111hh, selective demolition required. B. Design Mixes: For each concrete mix. END OF SECTION 03301 No. 1," for shop pointing. C. When unanticipated mechanical, electrical, or structural elements that conflict with intended PART 2 - PRODUCTS function or design are encountered, investigate and measure the nature and extent of conflict. SECTION 05500 - METAL FABRICATIONS 2.12 STAINLESS-STEEL FINISHES Promptly submit a written report to Architect. A. Bright Directional Polish: No. 4 finish, Type 304. Refer to drawings for gauge 2.1 FORMWORK appropriate to installation. A. Furnish formwork and form accessories according to ACI 301. PART 1 - GENERAL 3.2 UTILITY SERVICES PART 3 - EXECUTION A. Existing Utilities: Maintain services indicated to remain and protect them against damage 2.2 STEEL REINFORCEMENT 1.1 SUMMARY during selective demolition operations. A. ReinforcingBars: ASTM A 615 A 615M, Grade 60 Grade 420 , deformed. A. This Section includes the following: / ( ) 3.1 INSTALLATION, GENERAL Revisions 1. Loose bearing and leveling plates and lintels. B. Do not interrupt existing utilities serving occupied or operating facilities unless authorized in B. Plain-Steel Wire: ASTM A 82, as drawn. 9 9 P A. Fastening to In-Place Construction: Provide anchorage devices and fasteners where writingb Owner and authorities having jurisdiction. Provide temporary services during interruptions to C. Plain-Steel Welded Wire Fabric: ASTM A 185, fabricated from as-drawn steel wire into 2. Steel framing and supports for applications where framing and supports are not specified ISSUED FOR LANDLORD REVIEW Y 9 1 P Y 9 P necessary for securing metal fabrications to in-place construction. Include threaded existing utilities, as acceptable to Owner and to authorities having jurisdiction. flat sheets. in other Sections. fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood Z�,01-21-2015 C. Utility Requirements: Locate, identify, disconnect, and seal or cop off indicated utilities serving 3. Miscellaneous metal trim. screws, and other connectors. ISSUED FOR PERMIT areas to be selective) demolished. 2.3 CONCRETE MATERIALS 4. Slotted channel framing. B. Cutting, Fitting, and Placement: Set metal fabrications accurate) g A02-04-2015 Y 5. Patio railing and ate. 9. yin location, alignment, 1. Arrange to shut off indicated utilities with utility companies. A. Portland Cement: ASTM C 150, Types I or II. 9 9 and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured 2. If utility services are required to be removed, relocated, or abandoned, before proceeding with B. Normal-Weight Aggregate: ASTM C 33, uniformly graded, not exceeding 1-1/2-inch from established lines and levels Q 1.2 SUBMITTALS - C. Fit exposed connections accurate) u ether to form hairline joints. Weld connections that selective demolition provide temporary utilities that bypass area of selective demolition and that (38 mm) nominal size. p y 9 I Q A. Product Data. are not to be left as exposed joints but cannot be sex welded because of shipping size maintain continuity of service to other parts of building. B. Shop Drawings: Detail fabrication and erection of each metal fabrication indicated. P P PP 9 3. Cut off pipe or conduit in walls or partitions to be removed. Ca valve, or plug and seal 2.4 ADMIXTURES limitations. to not weld, cut, or abrade surfaces of exterior units that have been hot-dip P P P P. P 9 Include pions, elevations, sections, and details of metal fabrications and their connections. remainingportion of pipe or conduit after bypassing. A. General: Admixtures certified by manufacturer to contain not more than 0.1 percent . galvanized after fabrication and are for bolted or screwed field connections. P P P YP 9• C. Welding Certificates: Copies of certificates for welding procedures and personnel. Q D. Utility Requirements: Refer to Mechanical & Electrical drawings for shutting off, disconnecting, water-soluble chloride ions by mass of cement and to be compatible with other admixtures. D. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact Do not use admixtures containing calcium chloride. with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous Q removing, and sealing or capping utilities. Do not start selective demolition work until utility 1.3 QUALITY ASSURANCE B. Air-Entraining Admixture: ASTM C 260. paint. disconnecting and sealing have been completed and verified in writing. A. Welding: Qualify procedures and personnel according to the following: C. Water-Reducing Admixture: ASTM t 4: Type A. 1. AWS D1.1, "Structural Welding Code--Steel." Q D. High-Range, Water-Reducing Admixture: ASTM C 494, Type F. 9 3.2 SETTING BEARING AND LEVELING PLATES AND LINTELS 3.3 PREPARATION E. Water-Reducing and Accelerating Admixture: ASTM C 494, Type E. 2. AWS D1.2, "Structural Welding Code--Aluminum." A. Clean concrete and masonry bearing surfaces of bond-reducing materials, and roughen A. Dangerous Materials: Drain, purge, or otherwise remove, collect, and dispose of chemicals, F. Water-Reducing and Retarding Admixture: ASTM C 494, Type D. 3. AWS D1.3, "Structural Welding Code--Sheet Steel." to improve band to surfaces. Clean bottom surface of plates. gases, explosives, acids, flammobles, or other dangerous materials before proceeding with selective 4. Certify that each welder has satisfactorily passed AWS qualification tests for welding B. Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing demolition operations. 2.5 RELATED MATERIALS processes involved and, if pertinent, has undergone recertification. members have been positioned and plumbed, tighten anchor bolts. Do not remove wedges 8. Pest Control: Employ a certified, licensed exterminator to treat building and to control rodents A. Vapor Retarder: Polyethylene sheet, ASTM D 4397, not less than 6 mils thick. or shims but, if protruding, cut off flush with edge of bearing plate before pocking with and vermin before and during selective demolition operations. B. Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber. PART 2 - PRODUCTS grout. C. Site Access and Temporary Controls: Conduct selective demolition and debris-removal 1. Use nonshrink, non-metallic grout. operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent 2.6 CURING MATERIALS 2.1 FERROUS METALS 2. Pock grout solidly between bearing surfaces and plates to ensure that no voids remain. occupied and used facilities. A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. 1. P Do not close or obstruct streets, walks, walkways, j p application to fresh concrete. B. Stainless-Steel Sheet, Strip, Plate, and Flat Bars: ASTM A 666, Type 304. 3.3 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS A.CHI,i:IAN C� or other adjacent occupied or used facilities PP P. YP without permission from Building Owner and authorities having jurisdiction. Provide alternate routes B. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene C. Stainless-Steel Bars and Shapes: ASTM A 276, Type 304. A. General: Install framing and supports to comply with requirements of items being around closed or obstructed traffic ways if required by governing regulations. sheet. D. Steel Tubing: Cold-formed steel tubing complying with ASTM A 500. supported, including manufacturers written instructions and requirements indicated on Shop 2. Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, C. Clear, Solvent-Borne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class E. Steel Pipe: ASTM A 53, standard weight (Schedule 40), unless another weight is Drawings, if any. _._... S,IL O where required b authorities having B. indicated or required by structural loads. B. Support steel girders on solid grouted masonry, concrete, or steel pipe columns. Secure q y g jurisdiction. 3. Protect existing site improvements, appurtenances, and landscaping to remain. F. Slotted Channel Framing: Cold-formed metal channels with flange edges returned girders with anchor bolts embedded in grouted masonry or concrete or with bolts through 2.7 CONCRETE MIXES toward web and with 9/16-inch- (14.3-mm-) wide slotted holes in webs at 2 inches (51 top plates of pipe columns. G� ti A. Comply with ACI 301 requirements for concrete mixtures. mm) D.C., as manufactured by Unistrut or equal. 1. Where grout space under bearing plates is indicated at girders supported on concrete or ' OF 0- B. Prepare design mixes, proportioned according to ACI 301, for normal-weight concrete G. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal masonry, install as specified above for setting and grouting bearing and leveling plates. determined by either laboratory trial mix or field test data bases, as follows: alloy welded. 1. Compressive Strength (28 Days): 4000 psi (27.6 MPG). 2. Slump: 4 inches (100 mm). 2.2 ALUMINUM 02-04-2015 C. Add air-entraining admixture at manufacturers prescribed rate to result in concrete at A. Aluminum Extrusions: ASTM B 221 (ASTM B 221M), alloy 6063-T6. DATE point of placement having an air content of 2.5 to 4.5 percent. B. Aluminum-Alloy Rolled Tread Plate: ASTM B 632/B 632M, alloy 6061-T6. 06-30-2015 1. Air content of trowel-finished interior concrete floors shall not exceed 3.0 percent. EXPIRATION DATE ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE. PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGON RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By Checked By PL, EA, RI AU Scale Date AS NOTED 01-06-2015 Job No. 14-2115 Sheet No. SP1 SPECIFICATIONS SECTION 05500 (CONT'D) 2.5 FINISHES, GENERAL 2.3 PANEL PRODUCTS SECTION 07920 - JOINT SEALANTS A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for A. Miscellaneous Concealed Plywood: Exposure 1 sheathing, span rating to suit framing C. Install pipe columns on concrete footings with grouted baseplates. Position and grout recommendations for applying and designating finishes. in each location, and thickness as indicated. PART 1 - GENERAL column baseplates as specified above for setting and grouting bearing and leveling B. Miscellaneous Exposed Plywood: DOC PS 1, A-D Interior, thickness as indicated. 1. Do not grout baseplates of columns supporting steel girders until girders are 2.6 STAINLESS-STEEL FINISHES C. Telephone and Electrical Equipment Backing Panels: DOC PS 1, Exposure 1, C-D 1.1 SUMMARY installed and leveled. A. Remove or blend tool and die marks and stretch lines into finish. Plugged, fire-retardant treated, in thickness indicated or, if not indicated, not less than A. This Section includes sealants for the following applications, including those specified by B. Grind and polish surfaces to produce uniform, directionally textured, polished finish 1/2 inch (12.7 mm) thick. reference to this Section: 3.4 ADJUSTING AND CLEANING indicated, free of cross scratches. Run grain with long dimension of each piece. B. This Section includes sealants for the following applications: o A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, C. Satin, Directional Polish: No. 6 finish. 1. Exterior joints in the following vertical surfaces and nontraffic horizontal surfaces: and abraded areas of shop paint, and point exposed areas with the same material as D. When polishing is completed, possivate and rinse surfaces. Remove embedded foreign PART 3 - EXECUTION a. Perimeter joints between wall surfaces, frames of doors and windows, and adjacent wall used for shop painting to comply with SSPC-PA 1 for touching up shop-painted matter and leave surfaces chemically clean. surfaces. surfaces minimum 2.0-mil (0.05-mm) dry film thickness. 3.1 INSTALLATION, GENERAL 2. Interior joints in the following vertical surfaces and horizontal nontraffic surfaces: 41111111111 B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and 2.7 IRON AND STEEL FINISHES a. Perimeter joints of exterior openings. repair galvanizing to comply with ASTM A 780. A. Galvanizing: Hot-dip galvanize products made from rolled, pressed, and forged steel A. Discard units of material with defects that impair quality of carpentry and that are b. Tile control and expansion joints. shapes, castings, plates, bars, and strips indicated to be galvanized to comply with ASTM A too small to use with minimum number of joints or optimum joint arrangement. c. Joints on underside of precast beams and planks and/or steel joists and decking. END OF SECTION 05500 123. B. Set carpentry to required levels and lines, with members plumb, true to line, cut, d. Joints between backsplash material and wall surface. 1. Hot-dip galvanize iron and steel hardware indicated to be galvanized to comply with and fitted. Fit carpentry to other construction; scribe and cope as needed for accurate e. Perimeter joints between door and window frames and adjacent walls. ASTM A 153/A 153M. fit. Locate furring, nailers, blocking, and similar supports to comply with requirements f. Joints between plumbing fixtures and adjoining walls, floors, and counters. SECTION 05700 - ORNAMENTAL METAL B. Preparation for Shop Priming: After galvanizing, thoroughly clean ornamental metal of for attaching other construction. g. Other joints as required. grease, dirt, oil, flux, and other foreign matter, and treat with metallic-phosphate process. C. Securely attach carpentry work as indicated and according to applicable codes and 3. Interior joints in the following horizontal traffic surfaces: PART 1 - GENERAL C. Factory-Primed Finish: Apply air-dried primer immediately after cleaning and recognized standards. a. Control and expansion joints in tile flooring. pretreatment, to provide a minimum dry film thickness of 2 mils (0.05 mm) per applied D. Countersink fastener heads on exposed carpentry work and fill holes with wood filler. b. Other joints as indicated or required. 1.1 SUMMARY coat. E. Predrill members when necessary to avoid splitting wood. A. This Section includes the following: 1.2 PERFORMANCE REQUIREMENTS 1. Ornamental railings. PART 3 - EXECUTION 3.2 PANELING (FRP) INSTALLATION A. Provide joint sealants that establish and maintain watertight and airtight continuous joint 2. Stainless steel countertops not included in kitchen equipment. A. Follow manufacturer's installation specification completely. seals without staining or deteriorating joint substrates. W 3. Steel supports in "Noodle Wall". Service counter partitions and lavatory counters. 3.1 INSTALLATION, GENERAL B. Install all trim and molding pieces. 4. Exterior steel trellis. A. Provide anchorage devices and fasteners where necessary for securing ornamental C. Install cove base at floor. B. In Kitchen or other food storage or preparation areas, joint sealants or caulks shall meet metal to in-place construction. D. Caulk with mildew resistant, non-microbial material acceptance to manufacturer of with USDA requirements for use in meat and poultry areas, also NSF requirements. O 1.2 PERFORMANCE REQUIREMENTS FOR HANDRAILS AND RAILINGS B. Set products accurately in location, alignment, and elevation; measured from panels. A. Structural Performance of Handrails and Railings: Provide handrails and railings established lines and levels. Provide temporary bracing or anchors in formwork for items E. All installation must be acceptable to local health jurisdiction. 1.3 SUBMITTALS Q complying with requirements of ASTM E 985 for structural performance, based on testing to be built into concrete, masonry, or similar construction. A. Product Data: For each joint-sealant product indicated. ��//1� performed according to ASTM E 894 and ASTM E 935. C. Fit exposed connections accurately together to form tight, hairline joints. Where END OF. SECTION 06105 B. Samples for Verification: For each type and color of joint sealant required. Install joint v) 0 B. Thermal Movements: Provide handrails and railings that allow for thermal cutting, welding, and grinding are required for proper shop fitting and jointing of sealants in 1/2-inch- (13-mm-) wide joints formed between two 6-inch- (150-mm-) long W movements resulting from 120 deg F ambient and 180 deg F material surface ornamental metal, restore finishes to eliminate any evidence of such corrective work. strips of material matching the appearance of exposed surfaces adjacent to joint sealants. W temperature changes by preventing buckling, opening of joints, overstressing of D. Field Welding: Comply with applicable AWS specification for procedures of manual SECTION 07841 - THROUGH-PENETRATION FIRESTOP SYSTEMS >_ W components, failure of connections, and other detrimental effects. Base engineering shielded metal arc welding, for appearance and quality of welds, and for methods used in PART 2 - PRODUCTS Q calculation on surface temperatures of materials due to both solar heat gain and correcting welding work. PART 1 - GENERAL z nighttime-sky heat loss. E. Corrosion Protection: Coat concealed surfaces of aluminum that will be in contact 2.1 ELASTOMERIC JOINT SEALANTS Z) C. Handrails and railings must comply with handicap and local code requirements. with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous 1.1 SUMMARY A. Elastomeric Sealant Standard: Comply with ASTM C 920 and other requirements indicated D. Control of Corrosion: Prevent galvanic action and other forms of corrosion by paint. A. This Section includes through-penetration firestop systems for penetrations through for each liquid-applied chemically curing sealant in the Elastomeric Joint-Sealant Schedule at 0- insulating metals and other materials from direct contact with incompatible materials. fire-resistance-rated assemblies. the end of Part 3, including those referencing ASTM C 920 classifications for type, grade, class, Z 3.2 INSTALLING HANDRAILS AND RAILINGS and uses. 1.3 SUBMITTALS A. Adjust handrails and railings before anchoring to ensure alignment at abutting joints. 1.2 SUBMITTALS B. Suitability for Contact with Food: Where elostomeric sealants are indicated for joints that 0 A. Product Data: For each product used in ornamental metal, including finishing B. Concrete-Anchored Posts in Sleeves or Core Drilled Holes: Insert posts in holes in A. Product Data: For each type of through-penetration firestop system product will come in repeated contact with food, provide products that comply with 21 CFR 177.2600. O materials and methods. concrete, and fill annular space between posts and sleeve with nonshrink, nonmetallic grout, indicated. 1 1. Include Product Data for grout and anchoring cement. mixed and placed to comply with grout manufacturers written instructions. B. Product Certificates: Signed by manufacturers of through-penetration firestop 2.2 JOINT-SEALANT BACKING (.J Z <'`D z B. Shop Drawings: Show fabrication and installation of ornamental metal. Include plans, C. Welded Connections: Use full welded joints for permanently connectingrailing system products certifying that products furnished comply with requirements. A. General: Provide sealant backings of material and type that are nonstaining; are = N elevations, component details, setting drawings, templates, and attachments to other y P y 9 9 9• N 0 P 9 9 P components by welding. Cope or butt components to provide 100 percent contact or use compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for Work. Indicate materials and profiles of each ornamental metal member, fittings, joinery, fittings designed for this purpose. PART 2 - PRODUCTS applications indicated b sealant manufacturer based on field experience and laboratory testing. ``/^1 � [-- finishes, finishes, fasteners, anchorages, and accessory items. 9 9 P P PP y P y W Q O 9 Y D. Anchor roiling ends into concrete or masonry with fittings designed for this purpose. C. Welding Certificates: Copies of certificates for welding procedures and personnel. E. Anchor railing ends to metal surfaces with fittings using concealed fasteners. 2.1 FIRESTOPPING, GENERAL 2.3 MISCELLANEOUS MATERIALS W 3: U F. Expansion Joints: Provide expansion joints at intervals not to exceed 40 feet (12m). A. Primer: Material recommended by joint sealant manufacturer where required for adhesion J 0 1.4 QUALITY ASSURANCE A. Compatibility. Provide through-penetration firestop systems that are compatible with of sealant to joint substrates indicated, as determined from preconstruction LL A. Installer Qualifications: Arrange for installation of ornamental metal specified in this 3.3 FIELD QUALITY CONTROL one another, with the substrates forming openings, and with the items, if any, joint-sealant-substrate tests and field tests. (n 0 - Section by the some firm that fabricated it. B. Welding Standards: Qualify procedures A. TestingAgency. Owner will engage a qualified independent testing and inspecting penetrating through penetration firestop systems, under conditions of service and B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of 9 Yq P 9 P 9 P O pp Q w and personnel according to the following: agency to perform field tests and inspections and to prepare test reports. application, as demonstrated by through-penetration firestop system manufacturer based sealants and sealant backing materials, free of oily residues or other substances capable of 1. AWS D1.1, "Structural WeldingCode--Steel." B. Extent and Testing Methodology. Testing agency will random) select completed on testing and field experience. staining or harming joint substrates and adjacent nonporous surfaces in an way, and O N Ur 9 9Y 9 9 Y Y P J P Y Y B. Accessories: Provide components for each through-penetration firesto s tem that 2. AWS D1.2, "Structural Welding Code--Aluminum." 3. AWS D1.3, "Structural handrail and railing assemblies for testing that are representative of different railing designs PP � formulated to promote optimum adhesion of sealants with joint substrates. O WeldingCode--Sheet Steel." and conditions in the completed Work. Handrails and railings will be tested according to are needed to install fill materials and to comply with "Performance Requirements" C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and Z P 9 9 9 P 9• P ASTM E 894 and ASTM E 935 for compliance with ASTM E 985. Article. Use only components specified by through-penetration firestop system surfaces adjacent to joints. 1.5 COORDINATION C. Testing agency will report test results promptly and in writing to Contractor and manufacturer and approved by the qualified testing and inspecting agency for firestop A. Coordinate installation of anchorages for ornamental metal items. Furnish Setting Architect. systems indicated. Accessories include, but are not limited to, the following items: PART 3 - EXECUTION Drawings, templates, and directions for installing anchorages that are to be embedded in 0. Remove and replace handrails and railings where test results indicate that they do not concrete or masonry. comply with specified requirements, unless they can be repaired in a manner satisfactory 2.2 FILL MATERIALS 3.1 EXAMINATION ° to Architect and will comply with specified requirements. A. General: Provide through-penetration firestop systems containing the types of fill A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with C c PART 2 - PRODUCTS E. Additional Testing: Where handrails and railings are removed and replaced or are materials required to accomplish desired ratings. Fill materials are those referred to in requirements for joint configuration, installation tolerances, and other conditions affecting 9 9 P q J 9 9 , m repaired, additional testing will be performed to determine compliance of replaced or directories of the referenced testing and inspecting agencies as fill, void, or cavity joint-sealant performance. 2.1 METALS additional work with specified requirements. materials. B. Proceed with installation only after unsatisfactory conditions have been corrected. y A. General: Provide metals free from surface blemishes where exposed to view in . m finished unit. Exposed-to-view surfaces exhibiting pitting, seam marks, roller marks, 3.4 CLEANING PART 3 - EXECUTION 3.2 PREPARATION o _ stains, discolorations, or other imperfections on finished units are not acceptable. A. Clean stainless steel by washing thoroughly with clean water and soap and rinsing with A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to B. Stainless Steel: Grade and type designated below for each form required: clean water. 3.1 EXAMINATION comply with joint sealant manufacturer's written instructions and the following requirements: C3U °` .o 1. Tubing: ASTM A 554, Grade MT 304. B. Touchup Painting: Immediate) after erection, clean field welds, bolted connections, A. Examine substrates and conditions, with Installer present, for compliance with B. Joint Priming: Prime joint substrates where recommended in writing b joint sealant P 9� Y 9: 1 9 Y j d m 2. Pipe: ASTM A 312/A 312M, Grade TP 304. and abraded areas of shop paint, and paint exposed areas with some material. requirements for opening configurations, penetrating items, substrates, and other manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. E 3. Sheet, Strip, Plate, and Flat Bar: ASTM A 666, Type 304. 4. Bars and C. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and conditions affecting performance. C. Masking Tape: Use masking tape where required to prevent contact of sealant with - ° o a Shapes: ASTM A 276, Type 304. repair galvanizing to comply with ASTM A 780. B. Proceed with installation only after unsatisfactory conditions have been corrected. adjoining surfaces that otherwise would be permanently stained or damaged by such contact or �_ ; a C. Steel and Iron: Provide steel and iron in form indicated to comply with the fallowing by cleaning methods required to remove sealant smears. Remove tape immediately after tooling = U o 3.5 PROTECTION 3.2 PREPARATION without disturbing joint seal. �- v requirements: 9 A. Surface Cleaning: Clean out openings immediate) before installing 1. Tubing: Cold formed, ASTM A 500. A. Protect finishes of ornamental metal from damage during construction period with 9Y 9 U Q r o 2. Steel Plate, Shapes, and Bars: ASTM A 36/A 36M. temporary protective coverings approved by ornamental metal fabricator. through-penetration firestop systems to comply with written recommendations of firestop 3.3 INSTALLATION OF JOINT SEALANTS B. Restore finishes damaged during installation and construction period so no evidence system manufacturer and the following requirements: 3. Steel Sheet: Commercial-quality, cold-rolled, stretcher-leveled, carbon-steel sheet 9 9 P 1. Remove from surfaces of opening substrates and from penetrating items foreign A. General: Comply with joint sealant manufacturer's written installation instructions for remains of correction work. Return items that cannot be refinished in the field to the P 9 P 9 9 products and applications indicated, unless more stringent requirements apply. complying with ASTM A 366/A 366M, Class I, matte finish. shop; make required alterations and refinish entire unit, or provide new units. materials that could interfere with adhesion of through-penetration firestop systems. P PP 9 q PP y' q p B. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for use of 2. Clean opening substrates and penetrating items to produce clean, sound surfaces joint sealants as applicable to materials, applications, and conditions indicated. 2.2 MISCELLANEOUS MATERIALS capable of developing optimum bond with through-penetration firesto s tems. Remove PP PP END OF SECTION 05700 P P 9 PP Ys C. Install sealant backings of type required to support sealants during application and of A. Welding Electrodes and Filler Metal: Type and alloy of filler metal and electrodes as loose particles remaining from cleaning operation. 9 q PP 9 PP f 111hk recommended by producer of metal to be welded, complying with applicable AWS 3. Remove laitance and form-release agents from concrete. position required to produce cross-sectional shapes and depths of installed sealants relative to specifications. SECTION 06105 - MISCELLANEOUS CARPENTRY B. Priming: Prime substrates where recommended in writing by through-penetration joint widths that allow optimum sealant movement capability. B. Fasteners: Use fasteners of some basic metol as fastened metal. D. Install bond-breaker tape behind sealants where sealant backings are not used between firestop system manufacturer using that manufacturers recommended products and sealants and back of joints. 1. Provide concealed fasteners for interconnecting ornamental metal components and PART 1 - GENERAL methods. Confine primers to areas of bond; do not allow spillage and migration onto E. Install sealants b raven techniques to comply with the following and of the same time for attaching them to other work, unless otherwise indicated. Y P q P Y 9 exposed surfaces. backings are installed: C. Nonshrink, Nonmetallic Grout: Premixed, factory-packcged, nonstaining, noncorrosive, 9 1.1 SUMMARY C. Masking Tape: Use masking tape to prevent through-penetration firestop systems F. Tooling of Nonsa Sealants: Immediate) after sealant application and before skinning or nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended 9 9 y PP 9 A. This Section includes the following: from contacting adjoining surfaces that will remain exposed on completion of Work and curingbegins, tool sealants according to requirements specified below to form smooth, uniform by manufacturer for interior and exterior applications. 1. Framingwith dimension lumber. that would otherwise be permanently stained or damaged b such contact or cleaning 9 9 q P D. Shop Primer for Ferrous Metal: Fast-curing, lead- and chromate-free, universal P y 9 Y Y 9 beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion Revisions 2. Metal or wood studs at contractor's option. methods used to remove smears from firestop system materials. Remove tape as soon of sealant with sides of joint. modified-alkyd primer complying with performance requirements of FS TT-P-664; selected for good resistance to normal atmospheric corrosion, compatibility with finish 3. Wood blocking and furring. as possible without disturbing firestop system's seal with substrates. ISSUED FOR LANDLORD REVIEW paint systems indicated, and capability to provide a sound foundation for field-applied 4. Plywood backing panels. 3.4 CLEANING 01-21-2015 topcoats despite prolonged exposure. 5. Plywood wall panels. 3.3 THROUGH-PENETRATION FIRESTOP SYSTEM INSTALLATION A. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by ISSUED FOR PERMIT 6. FRP panels (fiberglass reinforced panels). A. General: Install through-penetration firestop systems to comply with "Performance methods and with cleaning materials approved in writing by manufacturers of joint sealants and 02.04.2015 2.3 FABRICATION, GENERAL Requirements" Article and firestop system manufacturer's written installation instructions of products in which joints occur. Q A. Form ornamental metal to required shapes and sizes, with true curves, lines, and 1.2 SUBMITTALS and published drawings for products and applications indicated. angles. Provide components in sizes and profiles indicated, but not less than that A. Product Data: For each type of process and factory-fabricated product. Indicate B. Install forming/damming/backing materials and other accessories of types required 3.5 ELASTOMERIC JOINT-SEALANT SCHEDULE needed to comply with requirements indicated for structural performance. component materials and dimensions and include construction and application details. to support fill materials during their application and in the position needed to produce A. Medium-Modulus Neutral-Curing Silicone Sealant: 0 P Y q P PP 9 PP P P 1. Products: Provide one of the following of color to match substrate. B. Provide necessary rebates, lugs, and brackets to assemble units and to attach to cross-sectional shapes and depths required to achieve fire ratings indicated. 9 other work. Drill and tap for required fasteners, unless otherwise indicated. Use 1.3 DELIVERY, STORAGE, AND HANDLING C. Install fill materials for firestop systems by proven techniques to produce the 0. 791; Dow Corning. Q A. Stack lumber, plywood, and other panels; place spacers between each bundle to required results. b. 795; Dow Corning. concealed fasteners where possible. q C. Comply with AWS for recommended practices in shop welding and brazing. Clean provide air circulation. Provide for air circulation around stacks and under coverings. Keep C. HiFlex 393; NUCO Industries, Inc. Q exposed welded and brazed joints of all flux, and dress all exposed and contact materials dry and covered. 3.4 FIELD QUALITY CONTROL d. 895; Pecora Corporation. surfaces. A. Inspecting Agency- Contractor will engage a qualified independent inspecting agency 2. Applications: Exterior vertical joints. D. Mill joints to a tight, hairline fit. Cope or miter corner joints. Form joints exposed PART 2 - PRODUCTS to inspect through-penetration firestop systems and to prepare test reports. B. Mildew-Resistant Silicone Sealant: Q to weather to exclude water penetration. E. Finish exposed surfaces to smooth, sharp, 1. Inspecting agency will state in each report whether inspected through-penetration 1. Products: Provide one of the following: well-defined lines and arris. 2.1 WOOD PRODUCTS, GENERAL firestop systems comply with or deviate from requirements. a. 786 Mildew Resistant; Dow Corning. A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the B. Proceed with enclosing through-penetration firestop systems with other construction b. Sanitary 1700; GE Silicones. American Lumber Standards Committee Board of Review. only after inspection reports are issued. C. NuFlex 302; NUCO Industries, Inc. 2.4 FABRICATING HANDRAILS AND RAILINGS Y P P A. Nonwelded Connections: Fabricate handrails and railings to interconnect members 1. Factory mark each piece of lumber with grade stamp of grading agency. C. Where deficiencies are found, repair or replace through-penetration firestop systems d. 898 Silicone Sanitary Sealant; Pecora Corporation. with concealed mechanical fasteners and fittings, unless otherwise indicated. Fabricate 2. Provide dressed lumber. S4S, unless otherwise indicated. so they comply with requirements. r%' 'D ARC,, members and fittings to produce flush, smooth, rigid, hairline joints. 3. Provide dry lumber with 19 percent maximum moisture content at time of dressing for C. Food Safe Sealant: B. Welded Connections: Fabricate handrails and railings for connecting members by 2-inch nominal (38-mm actual) thickness or less, unless otherwise indicated. 3.5 IDENTIFICATION 1. Products: One component, moisture curing, aliphatic, nonsag, polyurethane sealant. R� welding. Cope components at perpendicular and skew connections to provide close fit, or B. Wood Structural Panels: A. Identifythrough-penetration firesto s tems with ressure-sensitive, self-adhesive, a. Sonneborn; Sonolastic Ultra. 1. Plywood: DOC PS 1 Either DOC PS 1 or DOC PS 2, unless otherwise indicated. P Ys P I. Where used at stainless steel, use color Aluminum Gra r'•' .C'I iA.CINPs :IAN use fittings designed for this purpose. Weld connections continuously. Yw preprinted vinyl labels. Attach labels permanently to surfaces of penetrated construction Y• '^s C. Provide wall returns at ends of wall-mounted handrails, unless otherwise indicated; 2. Oriented Strand Board: DOC PS 2, on both sides of each firestop system installation where labels will be visible to anyone . 3 close ends of returns. seeking to remove penetrating items or firestop systems. D. Close exposed ends of handrail and roiling members with manufacturer's standard 2.2 DIMENSION LUMBER 0 Or Ai'd S,IL 0 prefabricated end fittings. A. General: Provide dimension lumber of grades indicated according to the American 3.6 CLEANING AND PROTECTION Lumber Standards Committee Notional Grading Rule provisions of the grading agency A. Clean off excess fill materials adjacent to openings as Work progresses by methods E. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings, and anchors to interconnect handrail and railing members to other indicated. and with cleaning materials that are approved in writing by through-penetration firestop work, unless otherwise indicated. B. Non-Load-Bearing Interior Partitions, Furring, and Blocking: Construction, Stud, or system manufacturers and that do not damage materials in which openings occur. Qi No. 2 grade. B. Provide final protection and maintain conditions during and after installation that 1. Hem-fir or Hem-fir (north); NLGA, WCLIB, or WWPA. ensure through-penetration firestop systems are without damage or deterioration at time 2. Western woods; WCLIB or WWPA. of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated through-penetration firestop systems 02-04-2015 immediately and install new materials to produce through-penetration firestop systems DATE complying with specified requirements. 06-30-2015 EXPIRATION DATE END OF SEC11ON 07841 ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGON RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By Checked By PL, EA, RI AU Scale Date AS NOTED 01-06-2015 Job No. 14-2115 Sheet No. SP2 SPECIFICATIONS SECTION 07920 (CONT'D) 5. Air Infiltration: Provide aluminum-framed systems with maximum air leakage through fixed 2.8 ALUMINUM FINISHES 3.2 ADJUSTING AND CLEANING glazing and framing areas of 0.06 cfm/sq. ft. (0.03 L/s per sq. m) of fixed wall area when A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" e. PSI-611; Polymeric Systems, Inc. A. Prime-Coat Touchup: Immediate) after installation, sand smooth an rusted or damaged tested according to ASTM E 283 at a minimum static-air-pressure difference of 1.57 Ibf s ft. for recommendations for applying and desi natio finishes. f. Tremsil 600 White; Tremco. Y Y 9 g p / q• designating areas of prime coat and apply touch up of compatible air-drying primer. (75 Pa) 6.24 Ibf/sq. ft. (300 Pa). B. Class II, Clear Anodic Finish: AA-M12C22A31 (Mechanical Finish: nonspecular as fabricated; 2. Applications: All interior joints in food service and Toilet Rooms. C. Multicomponent Pourable Urethane Sealant: END OF SECTION 08110 6. Water Penetration Under Static Pressure: Provide aluminum framed systems that do not Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class II, clear coating 1. Products: Provide one of the following: evidence water penetration through fixed glazing and framing areas when tested according to 0.010 mm or thicker) complying with AAMA 611. dam ASTM E 331 at a minimum static-air-pressure difference of 20 percent of positive wind-load a. Chem-Calk 550; Bostik Inc. b. Vulkem 245; Momeco International. SECTION 08211 - FLUSH WOOD DOORS design pressure, but not less than 6.24 Ibf/sq. ft. (300 Pa). PART 3 - EXECUTION c. Vulkem 255; Momeco International. PART 1 - GENERAL 7. Average Thermal Conductance: Provide aluminum-framed systems with fixed glazing and d. Pourthane; W.R. Meadows, Inc. framing areas having average U-factor of not more than 0.69 Btu/sq. ft. x h x deg F (3.92 3.1 EXAMINATION ?, e. Elasto-Thane 920 Pourable; Pacific Polymers, Inc. 1.1 SUMMARY W/sq. m x K) when tested according to AAMA 1503. A. Examine areas, with Installer present, for compliance with requirements for installation f. NR-200 Urex an; Pecora Corporation. tolerances and other conditions affecting performance of work. P P A. This Section includes the following: 1.3 SUBMITTALS 1. Proceed with installation only after unsatisfactory conditions have been corrected. g. NR-300 Urexpan, Type M; Pecoro Corporation. 1. Solid-core doors with wood-veneer faces. h. PSI-27OSL; Polymeric Systems, Inc. 2. Factory fitting flush wood doors to frames and factory machining for hardware. A. Product Data: Include construction details, material descriptions, dimensions of individual I. PSI-551/RC-2; Polymeric Systems, Inc. components and profiles, and finishes for each type of product indicated. 3.2 INSTALLATION j. Sikaflex - 2c SL; Sika Corporation. 1.2 SUBMITTALS B. Shop Drawings: For aluminum-framed systems. Include plans, elevations, sections, details, A. General: k. SL 2; Sonneborn Building Products Div., ChemRex Inc. A. Product Data: For each type of door. Include details of core and edge construction. and attachments to other work. 1. Comply with manufacturer's written instructions. 1. THC-900; Tremco. B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of 1. Include structural analysis data signed and sealed by the qualified professional engineer 2. Rigidly secure nonmovement joints. m. THC-901; Tremco. door; construction details not covered in Product Data; location and extent of hardware blocking; responsible for their preparation. 3. Install anchors with separators and isolators to prevent metal corrosion and electrolytic 2. Applications: All joints in interior and exterior pavement and ceramic tile. and other pertinent data. C. Welding certificates. deterioration. D. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified 4. Seal joints watertight. 1.3 QUALITY ASSURANCE testing agency, for aluminum-framed systems. B. Metal Protection: END OF SECTION 07920 A. Quality Standard: Comply with NWWDA I.S.1-A, "Architectural Wood Flush Doors" and/or E. Warranties: Special warranties specified in this Section. 1. Where aluminum will contact dissimilar metals, protect against galvanic action by applying 00 sealant or tape or installing nonconductive spacers. AN'S "Architectural Woodwork Quality Standards Illustrated." Provide quality certification labels or 1.4 QUALITY ASSURANCE 2. Where aluminum will contact concrete or masonry, protect against corrosion by painting SECTION 08110 - STEEL DOORS AND FRAMES AND ALUMINUM DOORS letter of compliance with quality standards. A. Engineering Responsibility. Preparation of data for aluminum-framed systems including Shop contact surfaces with bituminous paint. W 1.4 DELIVERY, STORAGE, AND HANDLING Drawings based on testing and engineering analysis of manufacturer's standard units in assemblies C. Install components to drain water passing joints, condensation occurring within framing PART 1 - GENERAL similar to those indicated for this Project and submission of reports of tests performed on members, and moisture migrating within the system to exterior. O A. Package doors individually in cardboard cartons and wrap bundles of doors in plastic manufacturer's standard assemblies. D. Set continuous sill members and flashing in full sealant bed as specified in Division 7 Section 1.1 SUMMARY sheeting. B. Accessible Entrances: Comply with the U.S. Architectural & Transportation Barriers Compliance "Joint Sealants" and to produce weathertight installation. Q A. This Section includes providing steel doors and frames and aluminum double-acting doors. Board's "Americans with Disabilities Act (ADA), AccessibilityGuidelines for Buildings and Facilities E. Install components plumb and true in alignment with established lines and grades, without �'/^� 1.5 WARRANTY ( ) 9 warp or rack. vJ 1.2 SUBMITTALS A. Special Warranty. Manufacturer's standard form, signed by manufacturer, Installer, and (ADAAG)." A. Product Data: For each type of door and frame indicated, include door designation, type, Contractor, in which manufacturer agrees to repair or replace doors that are defective in C. Welding: Qualify procedures and personnel according to AWS D1.2, "Structural Welding F. Install glazing as specified in Division 8 Section "Glazing." W YP g yp G. Entrances: Install to produce smooth operation and tight fit at contact points. level and model, material description, core description, construction details, label compliance, materials or workmanship, have warped (bow, cup, or twist) more than 1/4 inch (6.4 mm) in a Code--Aluminum." Of 1. Exterior Entrances: Install to produce tight fit at weather stripping and weathertight closure. sound and fire-resistance ratings, and finishes. 42-by-84-inch (1067-by-2134-mm) section, or show telegraphing of core construction in face 2. Field-Installed Hardware: Q B. ShopDrawings: Show the following: veneers exceeding 0.01 inch in a 3-inch 0.25 mm in a 75-mm span. 1.5 WARRANTY 9 9 9 ( ) P H. Install perimeter joint sealants as specified in Division 7 Section "Joint Sealants" and to z 1. Elevations of each door design. 1. Warrant shall also include installation and finishing that may be required due to repair or A. Special Assembly Warranty. Manufacturers standard form in which manufacturer agrees to � 9 Y 9 Y 9 P produce weathertight installation. 2. Details of doors includingvertical and horizontal edge details. replacement of defective doors. repair or replace components of aluminum-framed systems that do not comply with requirements 9 P I. Erection Tolerances: Install aluminum-framed systems to comply with the following maximum 3. Frame details for each frame type including dimensioned profiles. 2. Warrant shall be in effect from date of Substantial Completion: or that deteriorate as defined in this Section within specified warranty period. YP 9 P Y P tolerances: D_ U) 4. Details and locations of reinforcement and preparations for hardware. o. Solid-Core Exterior Doors: Two ears. 1. Warranty Period: Five years from date of Substantial Completion. P P Y 1. Location and Plane: Limit variation from true location and plane to 1/8 inch in 12 feet (3 C Z 5. Details of anchorages, accessories, joints, and connections. b. Solid-Core Interior Doors: Life of installation. PART 2 - PRODUCTS 2.1 MANUFACTURERS PART 2 - PRODUCTS mm in 3.7 m); 1/4 inch (6 mm) over total length. C A. Manufacturers: Subject to compliance with requirements, provide products by one of the Alignment: 1.3 QUALITY ASSURANCE following: 2. O A. Steel Door and Frame Standard: Comply with ANSI A 250.8, unless more stringent a. Algoma Hardwoods Inc. 2.1 MANUFACTURERS a. Where surfaces abut in line, limit offset from true alignment to 1/16 inch (1.5 mm). Ur requirements are indicated. b. Buell Door Company. A. Basis-of-Design Product: The design for oluminum-framed systems is based on Tri Fab 451, b. Where surfaces meet at corners, limit offset from true alignment to 1/32 inch (0.8 mm). U Z M z B. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and c. Eggers Industries; Architectural Door Division. as manufactured by Kowneer. 3. Diagonal Measurements: Limit difference between diagonal measurement to 1/8 inch (3mm). ,max = N O labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for d. Weyerhaeuser Company. 2.2 MATERIALS 3.3 FIELD QUALITY CONTROL �W�z/1� (n ti fire-protection ratings indicated, based on testing according to NFPA 252. A. Aluminum: Allo and temper recommended b manufacturer for a of use and finish A. Repair or remove work where test results and inspections indicate that it does not comply v/ Q 2.2 DOOR CONSTRUCTION, GENERAL Y P Y YP P P P Y > PART 2 - PRODUCTS A. Doors for Transparent Finish: indicated. with specified requirements. W > W U 1. Grade: Custom (Grade B faces). 1. Sheet and Plate: ASTM B 209 (ASTM B 209M). B. Additional testing and inspecting, at Contractor's expense, will be performed to determine Q 2.1 MATERIALS 2. Species and Cut: Maple or White Birch, rotary cut. 2. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221 (ASTM B 221 M). compliance of replaced or additional work with specified requirements. U_ A. Hot-Rolled Steel Sheets: ASTM A 569/A 569M, Commercial Steel (CS), Type B; free of 3. Stiles: Some species as faces or a compatible species. 3. Extruded Structural Pipe and Tubes: ASTM B 429. Q W 0 _ scale, pitting, or surface defects; pickled and oiled. 4. Structural Profiles: ASTM B 308/B 308M. 3.4 ADJUSTING 0 U B. Cold-Rolled Steel Sheets: ASTM A 366/A 366M, Commercial Steel (CS), or ASTM A 620/A 2.3 SOLID-CORE DOORS 5. Welding Rods and Bare Electrodes: AWS A5.10/A5.10M. A. Entrances: Adjust operating hardware for smooth operation according to hardware O C'4 Q w 620M, Drawing Steel (DS), Type B; stretcher-leveled standard of flatness. A. Particleboard Cores: Comply with the following requirements: manufacturers' written instructions. C. Electrolytic Zinc-Coated Steel Sheet: ASTM A 591/A 591M, Commercial Steel (CS), Class B 1. Particleboard: ANSI A208.1, Grade LD-1 LD-2. 2.3 GLAZING SYSTEMS 1. For doors accessible to people with disabilities, adjust closers to provide a 3-second closer p _ coating; mill phosphatized; suitable for unexposed applications; stretcher-leveled standard of 2. Blocking: Provide wood blocking in particleboard-core doors as needed to eliminate A. Glazing: As specified in Division 8 Section "Glazing." sweep period for doors to move from a 70 degree open position to 3 inches (75 mm) from the Z (n flatness where used for face sheets. through-bolting hardware. B. Glazing Gaskets: Manufacturer's standard compression types, replaceable, molded or extruded, latch measured to the leading door edge. B. Exterior Doors: that maintain uniform pressure and watertight seal. 2.2 DOORS 1. Core: Particleboard Structural composite lumber. 1. Weatherseal Sealant: ASTM C 920 for Type S, Grade NS, Class 25, Uses NT, G, A, and 0; END OF SECTION 08411 A. Interior Doors: Provide doors complyingwith requirements indicated below b referencing 2. Construction: Five plies with stiles and rails bonded to core, then entire unit abrasive neutral-curio silicone formulation compatible with structural sealant and other system components q Y 9 9 P Ys ANSI 250.8 for level and model and ANSI A250.4 for h ical-endurance level: planed before veneering. with which it comes in contact; and recommended b structural- and weatherseal-sealant and C P Ys Y SECTION 08800 - GLAZING d -F V 1. Level 2 and Physical Performance Level B (Heavy Duty), Model 1 (Full Flush), 18 go. cold C. Interior Veneer-Faced Doors: aluminum-framed system manufacturers for this use. c o 1. Core: Particleboard. a. Color: Matching structural sealant. •� a , rolled steel face. 9 2. Core Construction: Vertical steel stiffeners. 2. Construction: Five plies with stiles and roils bonded to core, then entire unit abrasive PART 1 - GENERAL y - _ � � H 3. Bevel strike face. planed before veneering. 2.4 DOORS 1.1 SUMMARY W .o B. Exterior Doors: Provide doors complying with requirements indicated below by referencing A. Doors: Manufacturer's standard glazed doors, for manual swing operation. A. This Section includes glazing required to complete construction as detailed. ` v 2.4 FABRICATION 9 9 q P o_ o ANSI A250.8 for level and model and ANSI A250.4 for physical-endurance level: 1. Door Construction: 1-3/4-inch (44.5-mm) overall thickness, with minimum 0.125-inch- A. Factory fit doors to suit frame-opening sizes indicated, with the following uniform clearances 0_ " _ 1. Level 2 and Physical Performance Level B (Heavy Duty), Model 1 (Full Flush), 18 go. (3.2-mm-) thick, extruded-aluminum tubular rail and stile members. Mechanically fasten corners 1.2 PERFORMANCE REQUIREMENTS a V o and bevels, unless otherwise indicated: galvanized steel faces. 1. Comply with clearance requirements of referenced quality standard for fitting. Comply with with reinforcing brackets that ore deep penetration and fillet welded or that incorporate A. General: Provide glazing systems capable of withstanding normal thermal movement and wind o PY q q Y 9• PY vd � „ Fabricate doors panels, and frame from zinc-coated steel sheet. Close to and bottom concealed tie rods. 2. b p s P requirements in NFPA 80 for fire-rated doors. and impact loads (where applicable) without failure, including loss or glass breakage attributable to E . > � .• edges of doors flush as an integral part of door construction or by addition of 0.053-inch- B. Factory machine doors for hardware that is not surface applied. Locate hardware to comply 2. Door Design: As indicated Narrow stile; 2-1/8-inch (54-mm) nominal width. the following: defective manufacture, fabrication, and installation; failure of sealants or gaskets to (1.3-mm-) thick, zinc coated steel channels with channel webs placed even with top and with DHI-WDHS-3. Comply with final hardware schedules, door frame ShopDrawings, DHI a. Accessible Doors: Smooth surfaced for width of door in area within 10 incheswatertight bottom edges. Install R-11 insulation. A115-W series standards,and hardware templates. 9 above floor or ground plane. (255 mm) 1. Glass Thicknesses: al ComplywithASTM n E 1300?ing materiels; or other defects in construction. U o n 3. Bevel strike face. C. Exterior Doors: Factory treat exterior doors with water repellent after manufacturing has L a m been completed. 2.5 DOOR HARDWARE 1.3 SUBMITTALS U Q n o 2.3 FRAMES 1. Flash top of outswinging doors (with manufacturer's standard metal flashing). A. General: Provide heavy-duty units in sizes and types recommended by entrance system and A. Product Data: For each glass product and glazing material indicated. B. Samples: For A. General: Provide steel frames for doors, transoms, sidelights, borrowed lights, and other hardware manufacturers for entrances and uses indicated. each product. openings that comply with ANSI A250.8 and with details indicated for type and profile. Conceal PART 3 - EXECUTION 1. Opening-Force Requirements: fastenings, unless otherwise indicated. a. Egress Doors: Not more than 30 Ibf (133 N) required to set door in motion and not more 1.4 QUALITY ASSURANCE B. Interior Frames: 18 ga. cold rolled steel, fully welded, mitered corners. 3.1 INSTALLATION than 15 Ibf (67 N) required to open door to minimum required width. A. Installer Qualifications: An experienced installer who has completed glazing similar in material, C. Exterior Frames: 16 ga. hot dipped galvanized cold rolled steel, fully welded, mitered A. Install doors to comply with manufacturer's written instructions, referenced quality standard, B. Scheduled Door Hardware: Provide door hardware according to the Door Hardware Schedule on design, and extent to that indicated for Project and whose work has resulted in construction with corners. and as indicated. the drawings. a record of successful in-service performance. si D. Door Silencers: Except weather-stripped frames, fabricate stops to receive three 1. Install fire-rated doors in corresponding fire-rated frames according to NFPA 80. C. Ball-Bearing Butts: B. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled silencers on strike jambs of single-door frames and two silencers on heads of double door B. Factory-Fitted Doors: Align in frames for uniform clearance at each edge. 1. Standard: BHMA A156.1, Grade 1, radius corner. by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings frames. D. Locking Devices, General: Do not require use of key, tool, or special knowledge for operation. indicated, based on testing according to NFPA 252. E. Supports and Anchors: Fabricated from not less than 0.042-inch- (1.0-mm-) thick, 3.2 ADJUSTING E. Mortise Auxiliary Locks: BHMA A156.5, Grade 1. C. Glazing Publications: Comply with published recommendations of glass product manufacturers electrolytic zinc-coated or metallic-coated steel sheet. Minimum 4 anchors per jamb. Supply A. Operation: Rehang or replace doors that do not swing or operate freely. F. Manual Flush Bolts: BHMA A156.16, Grade 1. and organizations below, unless more stringent requirements are indicated. Refer to these floor anchors at each jamb. B. Finished Doors: Replace doors that are damaged or do not comply with requirements. G. Cylinders: Supplied by hardware supplier. publications for glazing terms not otherwise defined in this Section or in referenced standards. 1. Wall Anchors in Masonry Construction: 0.177-inch- (4.5-mm-) diameter, steel wire Doors may be repaired or refinished if work complies with requirements and shows no evidence H. Strikes: Provide strike with black-plastic dust box for each latch or lock bolt; fabricated for 1. GANA Publications: GANA'S "Glazing Manual" and "Laminated Glass Design Guide." complying with ASTM A 510 (ASTM A 510M) may be used in place of steel sheet. of repair or refinishing. aluminum framing. 2. SIGMA Publications: SIGMA TM-3000, "Vertical Glazing Guidelines," and SIGMA TB-3001, Revisions I. Closers: With accessories required for a complete installation, sized as required by door size, "Sloped Glazing Guidelines." 2.4 FABRICATION END OF SECTION 08211 exposure to weather, and anticipated frequency of use, and adjustable to meet field conditions and D. Insulating-Glass Certification Program: Permanently marked either on spacers or on at least QISSUED FOR LANDLORD REVIEW A. Hardware Preparation: Prepare doors and frames to receive mortised and concealed requirements for opening force. one component lite of units with appropriate certification label of the following inspecting and 01-21-2015 hardware according to final door hardware schedule and templates provided by hardware 1. Standard: BHMA A156.4, Grade 1. testing agency. ISSUED FOR PERMIT supplier. Comply with applicable requirements in ANSI A250.6 and ANSI A115 Series SECTION 08411 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS J. Door Stops: BHMA A156.16, Grade 1, floor or wall mounted, as appropriate for door location 1. insulating Glass Certification Council. 02-04-2015 specifications for door and frame preparation for hardware. indicated, with integral rubber bumper. K. Weather Stripping: Manufacturer's standard replaceable 2. Associated Laboratories, Inc. Q 1. For concealed overhead door closers, provide space, cutouts, reinforcement, and provisions PART 1 - GENERAL components. 3. National Accreditation and Management Institute. for fastening in top rail of doors or head of frames, as applicable. L. Weather Sweeps: Manufacturer's standard exterior-door bottom sweep with concealed 1.1 SUMMARY fasteners on mounting strip. 1.5 WARRANTY Q 2.5 ALUMINUM DOORS A. General: This section includes supplying and installing all aluminum entrances and M. Silencers: BHMA A156.16, Grade 1. A. General Warranty. Special warranties specified in this Article shall not deprive Owner of other A. Tempered aluminum, medium-traffic, double-acting doors equal to Model LWP3, satin storefronts. N. Thresholds: Raised thresholds beveled with a slope of not more than 1:2, with maximum rights Owner may have under other provisions of the Contract Documents and shall be in addition Q anodized aluminum face both sides with tempered glass, 10 inch-diameter, round window, as height of 1/2 inch (13 mm). to, and run concurrent with, other warranties made by Contractor under requirements of the manufactured by Eliason Corp., Kalamazoo, Michigan. Include all pivot hardware. 1.2 PERFORMANCE REQUIREMENTS 1. Standard: BHMA A156.21. Contract Documents. A. General: Provide aluminum-framed systems, including anchorage, capable of withstanding, B. Manufacturer's Special Warranty on Insulating Glass: Written warranty, made out to Owner and Q 2.6 FINISHES without failure, the effects of the following: 2.6 ACCESSORY MATERIALS signed by insulating-glass manufacturer agreeing to furnish replacements for insulating-glass units A. Prime Finish: Manufacturer's standard, factory-applied coat of rust-inhibiting primer 1. Structural Loads: A. Joint Sealants: For installation at perimeter of aluminum-framed systems, as specified in that deteriorate as defined in "Definitions" Article, f.o.b. the nearest shipping point to Project site, Q complying with ANSI A250.10 for acceptance criteria. o. Wind Loads: Local conditions. Division 7 Section "Joint Sealants." within specified warranty period indicated below. 1. Warranty Period: 10 years from date of 2. Deflection of Framing Members: B. Bituminous Paint: Cold-applied asphalt-mastic paint complying with SSPC-Paint 12 Substantial Completion. PART 3 - EXECUTION a. Deflection Normal to Wall Plane: Limited to 1/175 of clear span for spans up to 13 feet requirements except containing no asbestos, formulated for 30-mil (0.762-mm) thickness per 6 inches (4.1 m) and to 1/240 of clear span plus 1/4 inch (6.35 mm) for spans greater than coat. PART 2 - PRODUCTS 3.1 INSTALLATION 13 feet 6 inches (4.1 m) or an amount that restricts edge deflection of individual glazing lites A. Placing Frames: Comply with provisions in SDI 105, unless otherwise indicated. Set frames to 3/4 inch (19 mm), whichever is less. 2.7 FABRICATION 2.1 PRIMARY FLOAT GLASS accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. 3. Structurol-Test Performance: Provide oluminum-framed systems tested according to ASTM A. Form aluminum shapes before finishing. A. Float Glass: ASTM C 1036, Type f (transparent glass, flat), Quality 3 (glazing select); class After wall construction is completed, remove temporary braces and spreaders, leaving surfaces E 330 as follows: B. Weld in concealed locations to greatest extent possible to minimize distortion or discoloration as indicated in schedules at the end of Part 3. �� smooth and undamaged. a. When tested at positive and negative wind-load design pressures, systems do not evidence of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. f"+ ;ui 'r .Cis?zt9t�N it B. Door Installation: Comply with ANSI A250.8. Factory-fit hollow-metal doors accurately in r deflection exceeding specified limits. C. Framing Members, General: Fabricate components that, when assembled, have the following 2.2 HEAT-TREATED FLOAT GLASS frames, within clearances specified in ANSI A250.8 (1/8-inch at jambs and head and 3/8-inch 4. Thermal Movements: Provide aluminum-framed systems that allow for thermal movements [ • 3 ys characteristics: A. Heat-Treated Float Glass: ASTM C 1048; Type I (transparent glass, flat); Quality q3 (glazing � �a.�„ at bottom, except 3/4-inch at threshold. Shim as necessary to comply with SDI 122 and resultingfrom the following maximum chane (range) in ambient and surface temperatures. 1. Physical and thermal isolation of glazing from framing members. _ 9 9 ( 9 ) P YS 9 9 9 select); class, kind, and condition as indicated in schedules at the end of Part 3. nL;,Ir � 0 ANSI/DHI A115.1G. Base engineering calculation on surface temperatures of materials due to both solar heat gain 2. Accommodations for thermal and mechanical movements of glazing and framing to maintain Lam.-.._c,11 1. Fire-Rated Doors: Install within clearances specified in NFPA 80. and nighttime-sky heat loss. required glazing edge clearances. a. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), D. Door Frames: Reinforce as required to support loads imposed by door operation and for material surfaces. installing hardware. E. Doors: Reinforce doors as required for installing hardware. F. Hardware Installation: Factory install hardware to the greatest extent possible. Cut, drill, and tap for factory-installed hardware before applying finishes. 02-04-2015 DATE 06-30.2015 EXPIRATION DATE ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGON RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn ByChecked By PL, EA, RI AU Scale Date AS NOTED 01-06-2015 Job No. 14-2115 Sheet No. SP3 SPECIFICATIONS SECTION 08800 (CONT'D) C. Carrying Channels: 1 1/2" cold-rolled, commercial-steel sheet, with manufacturer's 1. Install two studs at each jamb, unless otherwise indicated. 2.4 MISCELLANEOUS MATERIALS standard corrosion-resistant zinc coating. 2. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch (13-mm) A. Troweloble Underlayments and Patching Compounds: Latex-modified, Portland 2.3 INSULATING GLASS D. Furring Channels (Furring Members): Commercial-steel sheet with manufacturer's clearance from jamb stud to allow for installation of control joint. cement-based formulation provided or approved by manufacturer of tile-setting materials for A. Insulating-Glass Units: Preassembled units consisting of sealed lites of glass separated standard corrosion-resistant zinc coating. 3. Extend jamb studs through suspended ceilings and attach to underside of floor or roof installations indicated. _ by a dehydrated interspace, and complying with ASTM E 774 for Class CBA units and with E. Grid Suspension System for Interior Ceilings: ASTM C 645, direct-hung system composed structure above. 1. Grout release in form of manufacturer's standard proprietary liquid coating that is requirements specified in this Article and in the Insulating-Glass Schedule at the end of Part of main beams and cross-furring members that interlock. E. Frame openings other than door openings the some as required for door openings, unless specially formulated and recommended for use as temporary protective coating for tile. e 3. otherwise indicated. Install framing below sills of openings to match framing required above door B. Tile Cleaner: Aqua mix Heavy Duty Tile & Grout Cleaner by Aqua Mix, Inc. 1. Provide Kind HS (heat-strengthened) float glass in place of annealed glass where needed 2.2 STEEL PARTITION AND SOFFIT FRAMING heads. to resist thermal stresses induced by differential shading of individual glass lites and to A. Components, General: As follows: 2.5 MIXING MORTARS AND GROUT comply with glass design requirements specified in "Performance Requirements" Article. 1. Comply with ASTM C 754 for conditions indicated. 3.5 APPLYING AND FINISHING PANELS, GENERAL A. Mix mortars and grouts to comply with referenced standards and mortar and grout , ; Provide Kind FT (fully tempered) where safety glass is indicated. 2. Steel Sheet Components: Complying with ASTM C 645 requirements for metal and with A. Gypsum Board Application and Finishing Standards: ASTM C 840 and GA-216. manufacturers written instructions. i manufacturer's standard corrosion-resistant zinc coating. B. Install ceiling board panels across framing to minimize the number of abutting end joints and B. Add materials, water, and additives in accurate proportions. 2.4 ELASTOMERIC GLAZING SEALANTS B. Steel Studs and Runners: ASTM C 645. Base metal thickness as required for to avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of A. Elastomeric Glazing Sealant Standard: Comply with ASTM C 920 and other requirements installation. adjacent panels not less than one framing member. PART 3 - EXECUTION indicated for each liquid-applied, chemically curing sealant in the Glazing Sealant Schedule at C. Cold-Rolled Channel Bridging: 0.0538-inch (1.37-mm) bare steel thickness, with D. Locate edge and end joints over supports. Do not place tapered edges against cut edges or 9 9 YP 9 minimum 1/2-inch- (12.7-mm-) wide flange. Depth as required. ends. the end of Part 3, including those referencing ASTM C 920 classifications for e, rade, 3.1 EXAMINATION class, and uses. E. Do not attach gypsum panels across the flat grain of wide-dimension lumber, including floor A. Examine substrates, areas, and conditions where the will be installed, with Installer present, 2.3 INTERIOR GYPSUM WALLBOARD joists and headers. Float gypsum panels over these members using resilient channels, or provide for compliance with requirements for installation tolerances and other conditions affecting 2.5 GLAZING TAPES A. Panel Size: Provide in maximum lengths and widths available that will minimize joints in control joints to counteract wood shrinkage. performance of installed tile. A. Back-Bedding Mastic Glazing Tape: Preformed, butyl-based elostomeric tape with a each area and correspond with support system indicated. 1. Fit gypsum panels around ducts, pipes, and conduits. 1. Verify that substrates for setting tile are firm; dry, clean; free of oil, waxy films, and solids content of 100 percent; nonstaining and nonmigrating in contact with nonporous 2. Where partitions intersect open concrete coffers, concrete joists, and other structural curing compounds; and within flatness tolerances required by referenced ANSI A108 Series of B. Gypsum Wallboard: ASTM ti 36. Regular and Type X: 5/8-inch thick, tapered edges. r surfaces complying with ASTM C 1281 and AAMA 800 for products indicated below: C. At wet areas where cementitious backer board or fire retardant treated plywood is not members projecting below underside of floor/roof slobs and decks, cut gypsum panels to fit file installation standards for installations indicated. 1. AAMA 806.3 tape, for glazing applications in which tape is subject to continuous called for use Water-Reistant Gypsum Wall Board: ASTM C 630/C 630M, 5/8-inch thick. profile formed by coffers, joists, and other structural members; allow 1/4- to 3/8-inch- (6.4- 2. Verify that installation of grounds, anchors, recessed frames, electrical and mechanical 00 pressure. to 9.5-mm-) wide joints to install sealant. units of work, and similar items located in or behind tile has been completed before installing 2.4 TILE BACKING PANELS F. Isolate perimeter of non-load-bearing gypsum board partitions at structural abutments, tile. 2.6 GLAZING GASKETS A. cementitious Fiber-Mat Reinforces Sheathing: ASTM C 1325, ANSI A118.9, Cementitious except floors. Seal joints between edges and abutting structural surfaces with acoustical sealant. 3. Verify that joints and cracks in tile substrates are coordinated with tile joint locations; if W A. Lock-Strip Gaskets: Neoprene extrusions in size and shape indicated, fabricated into backer 9 G. Floating Construction: Where feasible, including where recommended in writing by not coordinated, adjust joint locations in consultation with Architect. Of frames with molded corner units and zipper lock strips, complying with ASTM C 542, black. manufacturer, install gypsum panels over wood framing, with floating internal corner construction. B. Proceed with installation only after unsatisfactory conditions have been corrected. O 1. DUROCK' brand cement board by USG or Noodles PM approved equal 5/8-inch thick. H. Space screw fasteners in gypsum panels according to referenced gypsum board application PART 3 - EXECUTION and finishing standard and manufacturer's written recommendations. 1. 12 inches 304.8 mm D.C. A. PREPARATION � Q 2.5 TRIM ACCESSORIES 9 ( ) A. Remove coatings, including curing compounds and other substances that contain soap, A. Interior Trim: ASTM C 1047. for vertical applications, tile substrate. 2. 8 inches (203.2 mm) D.C. �/� 3.1 EXAMINATION wax, oil, or silicone, that are incompatible with tile-setting materials. vJ ti l i d ll t h l t d t i l d i l G l i t M . Material: Galvanized or aluminum-coated seesee , roezinc, plastic, or paper-faced A. Examine framing glazing with Installer present. B. Proceed with installation only after 1 3.6 PANEL APPLICATION METHODS B. Provide concrete substrates for file floors installed with thin-set mortar that comply with fY galvanized steel sheet. flatness tolerances s satisfactory conditions have been met. A. Single-Layer A Iication: specified in referenced ANSI A108 Series of file installation standards.orous a. Cornerbead: Use at outside corners. PP UJ b. LC-Bead: J-shaped; exposed long flange receives joint compound; use at exposed panel 1. Fill cracks, holes, and depressions with trowelable leveling and patching compound of 3.2 PREPARATION 3.7 INSTALLING TRIM ACCESSORIES according to tile-setting material manufacturer's written instructions. Use product specifically edges. A. Clean glazing channels and other framing members receiving loss immediate) before recommended it - ri f r 9 9 9 9 9 Y A. General: For trim with back flanges intended for fasteners, attach to framing with same by t e setting material manufacturer.er z glazing. Remove coatings not firmly bonded to substrates. 2. Remove protrusions, bumps, and ridges by sanding or grinding. d 2.6 JOINT TREATMENT MATERIALS fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. C. Field-Applied Temporary Protective Coating: Where indicated under tile type or needed to A. General: Comply with ASTM C 475. B. Control Joints: Install control joints according to ASTM C 840 and in specific locations A. GLAZING, GENERAL prevent grout from staining or adhering to exposed tile surfaces, precoat them with continuous (n B. Joint Tape: approved by Architect for visual effect. a. A. Comely with combined written instructions of manufacturers of glass, sealants, gaskets, film of temporary protective coating, taking care not to coat unexposed tile surfaces. and other glazing materials, unless more stringent requirements are indicated, including those 1. Interior Gypsum Wallboard: Paper. � Z in referencedlazin g: 2. Tile Backing Panels: As recommended by panel manufacturer. 3.8 FINISHING GYPSUM BOARD ASSEMBLIES g g publications for the following: 3.3 INSTALLATION, GENERAL 1. Tope Glazing. C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is A. Prefill open joints, rounded or beveled edges, and damaged surface areas. A. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with compatible with other compounds applied on Previous or for successive coats. B. APPIY joint tape over gypsum board joints. except those with trim having flanges not intended 2. Gasket Glazing (Dry)' 1. Prefilling' At open joints and damaged surface areas, use setting-type taping compound. for tape. TCA installation methods indicated in ceramic file installation schedules. Un and fixtures to form Z M 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and C. Gypsum Board Finish Levels: Finish panels to levels indicated below, according to ASTM C B. Extend tile work into recesses and under or behind equipment z 3.4 GASKET GLAZING (DRY) trim flanges, use setting-type to In com compound or drying-type, all-purpose compound. 840, for locations indicated: complete covering without interruptions, unless otherwise indicated. Terminate work neatly at ,,,,xx - N O 9taping PtP W = N A. Fabricate compression gaskets in lengths recommended by gasket manufacturer to fit a. Use setting-type com compound for installing paper-faced metal trim accessories. 1. Level 1: Embed tape of joints in ceiling plenum areas, concealed areas, and where indicated, obstructions, edges, and corners without disrupting pattern or joint alignments. _ P 9 P P P 1 9 P (n ti openings exactly, with stretch allowance during installation. 3. Fill Coat and Finish Coat: For second coat, use setting-type,t e, Bondable to In unless a higher level of finish is required for fire-resistance-rated assemblies and sound-rated C. Accurately form intersections and returns. Perform cutting and drilling of file without B. Insert soft compression gasket between glass and frame or fixed stop so it is securely compound or drying-type, all-purpose compound. 9- PP 9 assemblies.g q marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in Q ~Q in place with joints miter cut and bonded together at corners. D. Joint Compound for Tile Backing Panels: 2. Level 2: Embed toe and apply separate first coat of joint compound to tape. fasteners, items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and w P 9 P PP Y P j P P U C. Center glass lites in openings on setting blocks and press firmly against soft 1. Water-Resistant Gypsum Backing Board: Use setting-typeta in and setting-type. and trim flan es where panels are substrate for file and where indicated. 3. Level 4: other penetrations so plates, collars, or covers overlap tile. YP 9taping9 P J compression gasket by inserting dense compression gaskets formed and installed to lock in Bondable topping compounds. Embed tape and apply separate first, fill, and finish coots of joint compound to tape, fasteners, D. Expansion Joints: Locate expansion joints and other sealant-filled joints, including PP 9 P P PP Y P 1 P P Q LL place against faces of removable stops. Start gasket applications at corners and work and trim flanges at panel surfaces that will be exposed to view, unless otherwise indicated dnsert control, contraction, and isolation joints, where required during installation of setting materials, (n Q toward centers of openings. Compress gaskets to produce a weathertight seal without PART 3 - EXECUTION locations>. 3.9 FIELD QUALITY CONTROL A. Above-Ceiling Observation: Before Contractor installs mortar beds, and tile. Do not saw-cut joints after installing tiles. O 0C) IY (, developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket gypsum board ceilings, Architect will conduct an above-ceiling observation and report deficiencies 1. Locate joints in tile surfaces directly above joints in concrete substrates. O N Q LU manufacturer. 3.1 EXAMINATION in the Work observed. Do not proceed with installation of gypsum board to ceiling support 2. Locate joints at perimeter of all floors and junctures of floors and walls. D. Install gaskets so they protrude past face of glazing stops. framing until deficiencies have been corrected. E. Grout tile to comply with requirements of the following tile installation standards: p A. Examine areas and substrates, with Installer present, and including welded hollow-metal 1. For ceramic tile grouts (sand-portland cement; dry-set, commercial Portland cement; and z U) 3.5 LOCK-STRIP GASKET GLAZING frames, cast-in anchors, and structural framing, for compliance with requirements and other END OF SECTION 09260 latex-portland cement grouts), comply with ANSI A108.10. A. Comply with ASTM C 716 and gasket manufacturer's written instructions. Provide conditions affecting performance. Proceed with installation only after unsatisfactory conditions 2. For chemical-resistant epoxy grouts, comply with ANSI A108.6. supplementary wet seal and weep system, unless otherwise indicated. have been corrected. SECTION 09310 - CERAMIC TILE 3.4 WATERPROOFING AND CRACK-SUPPRESSION MEMBRANE INSTALLATION 3.6 PROTECTION AND CLEANING 3.2 INSTALLING STEEL FRAMING, GENERAL A. Install crack-suppression membrane under all floor tiles. o d A. Protect exterior glass from damage immediately after installation by attaching crossed PART 1 - GENERAL 1. Noble Seal TS. U o streamers to framing held away from glass. Do not apply markers to glass surface. A. Installation Standards: ASTM C 754, and ASTM C 840 requirements that apply to framing c m m Remove nonpermanent labels, and clean surfaces. installation. 1.1 SUMMARY 3.5 FLOOR TILE INSTALLATION N n B. Remove and replace glass that is broken, chipped, cracked, abraded, or damaged in any B. Install supplementary framing, blocking, and bracing at terminations in gypsum board A. This Section includes the following: A. General: Install tile to comply with requirements in the Floor Tile Installation Schedule, (u y o way, including natural causes, accidents, and vandalism, during construction period. assemblies to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, 1. Quarry tile. including those referencing TCA installation methods and ANSI A108 Series of tile installation ® c< C. Wash glass on both exposed surfaces in each area of Project not more than four days furnishings, or similar construction. Comply with details indicated and with gypsum board 2. Paver tile. standards. before date scheduled for inspections that establish date of Substantial Completion. Wash manufacturer's written recommendations or, if none available, with United States Gypsum's 3. Glazed wall tile. 1. For installations indicated below, follow procedures in ANSI A108 Series tile installation = glass as recommended by glass manufacturer. "Gypsum Construction Handbook." 4. Crock-suppression membrane for thin-set file installations. standards for providing 95 percent mortar coverage. U c C. Isolate steel framing from building structure at locations indicated to prevent transfer of a. Tile floors in wet areas. y m m a 3.7 MONOLITHIC FLOAT-GLASS SCHEDULE 9 9 P 1.2 PERFORMANCE REQUIREMENTS b. Tile floors composed of tiles 6 b 6 inches 155 mm b 155 mm or larger. loadingimposed b structural movement. P Y ( Y ) 9 _ A. Uncoated Clear Float Glass: P y A. Static Coefficient of Friction: For file installed on walkway surfaces, provide products with the c. Tile floors composed of rib-backed tiles. D. Do not bridge building control and expansion joints with steel framing or furring members. P 1. Annealed or Kind HS heat strengthened), Condition A uncoated surfaces where heat following values as determined by testing identical products per ASTM C 1026: 1. Level B. Joint Widths: Install file on floors with the following joint widths: 0. U - ( ( ) Frame both sides of joints independently. g 1 d strengthening is required to resist thermal stresses induced by differential shading of Surfaces: Minimum 0.6. 1. Quarry Tile: 3/8 inch (9.5 mm). ,= U o individual glass lites and to comply with performance requirements. 3.3 INSTALLING STEEL SUSPENDED CEILING AND SOFFIT FRAMING t ' v m 2. Uncoated Clear Fully Tempered Float Glass: Kind FT (fully tempered) where required by A. Suspend ceiling hangers from building structure as follows: 1.3 SUBMITTALS 3.6 WALL TILE INSTALLATION �+ code. A. Product Data: For each type of product indicated. A. Install types of tile designated for wall installotions to comply with requirements in the 1. Install hangers plumb and free from contact with insulation or other objects within ceiling YP 9 P Y q B. Samples for Verification: Wall Tile Installation Schedule, including those referencing TCA installation methods and ANSI plenum that are not part of supporting structural n ceiling suspension system. Splay 9 9 3.8 INSULATING-GLASS SCHEDULE 1. Full-size units of each type and composition of file and for each color and finish required setting-bed bed standards. hangers only where required to miss obstructions and offset resulting horizontal forces by 9- A. InsulatingGlass: with grout sample. B. Joint Widths: Install tile on walls with the following joint widths: bracing, a width or other equally effective means. 9 1. Overall Unit Thickness and Thickness of Each Lite: as required b use. 2. Assembled samples with grouted joints for each type and composition of file and for each q Y 2. Where width of ducts and other construction within ceiling plenum produces hanger 1. Glazed Wall Tile: 1/16 inch (1.6 mm).ous 2. Interspace Content: Air. spacings that interfere with the location of hangers required to support standard suspension color and finish required, at least 12 inches (300 mm) square and mounted on rigid panel. UseMW M 3. Indoor and Outdoor Lite: Type I (transparent gloss, flat), Class 1 (clear) float glass. system members, install supplemental suspension members and hangers in form of trapezes grout of type and in color or colors approved for completed work. t 1w, 3.7 CLEANING AND PROTECTING 3. Full-size units of each type o t and accessory for each color and finish required. A. Cleaning:a. Annealed Kind HS (heat strengthened), Condition A (uncoated surfaces) and/or Kind FT or equivalent devices. Size supplemental suspension members and hangers to support ceiling g: On completion of placement and grouting, clean all ceramic file surfaces so (fully tempered), Condition A (uncoated surfaces), as installation requires. loads within performance limits established by referenced standards. PART 2 - PRODUCTS they are free of foreign matter. B. Mirror Glass: Clear float type glass with copper and silver coating and organic 3. Secure wire hangers by looping and wire-tying, either directly to structures or to inserts, 1. Remove epoxy and latex-portland cement grout residue from tile as soon as possible. overcooting. Arise exposed edges. eyescrews, or other devices and fasteners that are secure and appropriate for substrate, and 2. Clean grout smears and haze from tile according to tile and grout manufacturer's written 1 MANUFACTURERS in a manner that will not cause them to deteriorate or otherwise fail. 2. instructions, but no sooner than 10 days after installation. Use only cleaners recommended i d d ifion drawings.i d fsizes are specified colors,ial t t f Manuacurers, material, cs, suraces an 3.9 GLAZING SEALANT SCHEDULE 4. Secure hangers to structure, including intermediate framing members, by attaching to A. by file and grout manufacturers and only after determining that cleaners are safe to use by tt t til d d tunder e type, protect di i Where ti C ti t P d T li -A t FacoryppeTemporary Protective Coating: ere ncae A. Medium-Modulus Neutral-Curing Silicone Glazing Sealant: inserts, eyescrews, or other devices and fasteners that are secure and appropriate for B. testing on samples of file and other surfaces to be cleaned. Protect metal surfaces and film ti with ticontinuous m t b d tgrout y precoang w f dhmortar an t iadherence o f til f d surfaces oe against 1. Products: Provide one of the following: structure and hanger, and in a manner that will not cause hangers to deteriorate or exposeplumbing fixtures from effects of cleaning. Flush surfaces with clean water before and after Revisions of petroleum paraffin wax, applied hot. Do not coat unexposed tile surface a. 791; Dow Corning. otherwise fail. s. cleaning. ISSUED FOR LANDLORD REVIEW b. 795; Dow Corning. 5. Do not support ceilings directly from permanent metal forms. Furnish cast-in-place 3. Remove temporary protective coating by method recommended by coating manufacturer 2.2 SETTING AND GROUTING MATERIALS 01-21-2015 c. HiFlex 393; NUCO Industries, Inc. hanger inserts that extend through forms. that is acceptable to file and grout manufacturer. Trap and remove coating to prevent it d. Spectrem 2; Tremco. 6. Do not attach hangers to steel deck tabs. A. Latex-Portland Cement Mortar (Thin Set): ANSI A118.4, consisting of the following: from clogging drains. ISSUED FOR PERMIT 7. Do not attach hangers to structural members.han to steel roof deck. Attach hangers 1. Prepackaged dry-mortar mix containing dry, redispersible, ethylene vinyl acetate additive to g g B. Prohibit foot and wheel traffic from tiled floors for at least seven days after grouting is 02-04-2015 END OF SECTION 08800 8. Do not connect or suspend steel framing from ducts, pipes, or conduit. which only water must be added at Project site. completed. Q B. Installation Tolerances: Install steel framing components for suspended ceilings so a. For wall applications, provide nonsagging mortar that complies with Paragraph F-4.6.1 in C. Before final inspection, remove protective coverings and rinse neutral cleaner from tile members for panel attachment ore level to within 1/8 inch in 12 feet measured lengthwise on addition to the other requirements in ANSI A118.4. surfaces. SECTION 09260 - GYPSUM BOARD ASSEMBLIES B. Organic Adhesive: ANSI A136.1, Type 1. 0 each member and transversely between parallel members. C. Pol er-Modified Tile Grout: ANSI A118.6, color as indicated. C. Sway-brace suspended steel framing with hangers used for support. � 3.8 FLOOR TILE INSTALLATION SCHEDULE PART 1 - GENERAL D. Screw furring to wood framing. 1. Unsanded grout mixture for joints 1/8 inch (3.2 mm) and narrower. A. Tile Installation: Thin set interior floor installation on concrete; crack-suppression Q E. Wire-tie or clip furring channels to supports, as required to comply with requirements for 2. Sanded grout mixture for joints 1/8 inch (3.2 mm) and wider. membrane; TCA F122 and ANSI A108.6. 1.1 SUMMARY assemblies indicated. 3. Grout shall be Kerr 200 Series sanded or 800 Series unsanded. 1. Tile Type: Quarry and paver tile. Q A. This Section includes the following: F. Install suspended steel framing components in sizes and spacings indicated, but not less D. Grout for Pregrouted Tile Sheets: Some silicone rubber used in factory to pregrout tile 2. Grout: Polymer modified tile grout. 1. Interior gypsum wallboard. than that required by the referenced steel framing and installation standards. sheets. F. Seal all sanded grout joints with Aqua Mix Sealer's Choice 15 Gold by Aqua Mix, Inc. Q 2. Tile backing panels. 1. Hangers: 48 inches D.C. 3. Non-load-bearing steel framing. 2. Carrying Channels (Main Runners): 48 inches D.C. 2.3 ELASTOMERIC SEALANTS 3. Furring Channels (Furring Members): 16 inches D.C. A. Colors: Provide colors of exposed sealants to match colors of grout in tile adjoining sealed 1.2 QUALITY ASSURANCE G. Grid Suspension System: Attach perimeter wall track or angle where grid suspension joints, unless otherwise indicated. A. Fire-Test-Response Characteristics: For gypsum board assemblies with fire-resistance system meets vertical surfaces. Mechanically join main beam and cross-furring members to B. One-Part, Mildew-Resistant Silicone Sealant: ASTM C 920; Type S; Grade NS; Class 25; ratings, provide materials and construction identical to those tested in assembly indicated each other and butt-cut to fit into wall track. Uses NT, G, A, and, as applicable to nonporous joint substrates indicated, 0; formulated with according to ASTM E 119 by an independent testing and inspecting agency acceptable to fungicide, intended for sealing interior ceramic file joints and other nonporous substrates that are authorities having jurisdiction. 3.4 INSTALLING STEEL PARTITION AND SOFFIT FRAMING subject to in-service exposures of high humidity and extreme temperatures. �y 1. Fire-Resistance-Rated Assemblies: Indicated by design designations from FM's "Approval 1. Available Products: r " Guide, BuildingProducts" or UL's "Fire Resistance Directory." A. Install tracks (runners) at floors, ceilings, and structural walls and columns where gypsum a, Dow Corning Corporation; Dow Corning 786. r� Y board assemblies abut other construction. i,. ;I PJ 4.C_IPIdAN 1. Where studs are installed directly against 9 P a ainst exterior walls, install foam-gasket isolation strip b. GE Silicones; Sanitary 1700. between studs and wall �� PART 2 - PRODUCTS c. Pecora Corporation; Pecora 898 Sanitary Silicone Sealant. " I ,z- I. . �� j B. Extend partition framing full height to structural supports or substrates above suspended d. Tremco, Inc.; Tremsil 600 White. 2.1 STEEL SUSPENDED CEILING AND SOFFIT FRAMING ceilings, except where partitions are indicated to terminate at suspended ceilings. Continue E,_7 PLAINES,IL A. Components, General: Comply with ASTM C 754 for conditions indicated. framing over frames for doors and openings and frame around ducts penetrating partitions C B. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625-inch- above ceiling to provide support for gypsum board. (1.59-mm-) diameter wire. 1. Cut studs 1/2 inch (13 mm) short of full height to provide perimeter relief. 2. For fire-resistance-rated partitions that extend to the underside of floor/roof slabs and decks or other continuous solid-structure surfaces to obtain ratings, install framing around structural and other members extending below floor/roof slabs and decks, as needed to support gypsum board closures and to make partitions continuous from floor to underside of 02-04-2015 solid structure. DATE C. Install steel studs and furring at 16" D.C. 06-30-2015 D. Frame door openings to comply with GA-600 and with gypsum board manufacturer's EXPIRATION DATE applicable written recommendations, unless otherwise indicated. Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section (for cripple studs) at head ARCHITECT and secure to jamb studs. I HEREBY CERTIFY THAT THESE PUNS HAVE BEEN PRE. PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGON RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By Checked By PL, EA, RI AU Scale Date AS NOTED 01-06-2015 Job No. 14-2115 Sheet No. S P4 . SPECIFICATIONS SECTION 09310 (CONT'D) 2. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials. B. Paint exposed surfaces, except where these Specifications indicate that the surface or material 2. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures, grilles, C. Manufacturer: is not to be pointed or is to remain natural. If an item or a surface is not specifically convector covers, covers for finned-tube radiation, and similar components are in place. Extend 3.9 WALL TILE INSTALLATION SCHEDULE 1. Crane Composites Installation Guide For FRP Panels #6876. mentioned, paint the item or surface the some as similar adjacent materials or surfaces. If a coatings in these areas, as required, to maintain system integrity and provide desired protection. A. Tile Installation: Interior wall installation over solid backing, organic adhesive; TCA W223 2. Marlite Artizon FRP Installation Guide. color of finish is not indicated, Architect will select from standard colors and finishes available. 3. Paint surfaces behind movable equipment and furniture the some as similar exposed surfaces. and ANSI A108.4. 1.3 ADMINISTRATIVE REQUIREMENTS 1. Painting includes field pointing of exposed bare and covered pipes and ducts (including color Before final installation of equipment, paint surfaces behind permanently fixed equipment or furniture I 1. Tile Type: Glazed wall tile. A. Preinstallation Meetings: Conduct preinstallation meeting to clarify Project requirements, substrate coding), hangers, exposed steel and iron supports, and surfaces of mechanical and electrical with prime coat only. 2. Grout: Polymer-modified unsanded grout. conditions, manufacturers installation instructions and manufacturers warranty requirements. equipment that da not have afactory-applied final finish. 4. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through registers 1.4 ACTION SUBMITTALS C. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and or grilles. END OF SECTION 09310 A. Product Technical Data: For each type of product required. labels. 5. Finish exterior doors on tops, bottoms, and side edges the some as exterior faces. 41111111110 B. Samples: Selection and verification samples for finishes, colors and textures. Submit two samples 1. Labels: Do not paint over UL, FMG, or other code-required labels or equipment name, 6. Sand lightly between each succeeding enamel or varnish coat. SECTION 09511 - ACOUSTICAL PANEL CEILINGS of each type of panel, trim and fastener. identification, performance rating, or nomenclature plates. B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise � °o, 1.5 CLOSEOUT SUBMITTALS prepared for painting as soon as practicable. ' A. Operation and Maintenance Data: For installed products including maintenance methods and 1.2 SUBMITTALS 1. The number of coats and film thickness required are the some regardless of application method. ? PART 1 - GENERAL precautions against cleaning materials and methods detrimental to finishes and performance. A. Product Data: For each paint system indicated. Include block fillers and primers. 2. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats B. Warranty. Warranty documents as required by Owner. 1. Material List: An inclusive list of required coating materials. Indicate each material and until paint film is of uniform finish, color, and appearance. Give special attention to ensure that edges, 1.1 SUMMARY 1.6 QUALITY ASSURANCE cross-reference specific coating, finish system, and application. Identify each material by corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat A. This Section includes acoustical panels and exposed suspension systems for ceilings. A. Manufacturer Qualifications: manufacturer's catalog number and general classification. surfaces. 1. Provider of advanced installer training. B. Samples for Verification: For each color and material to be applied, with texture to simulate 3. Allow sufficient time between successive coats to permit proper drying. 1.2 SUBMITTALS B. Installer Qualifications: actual conditions, on representative Samples of the actual substrate. C. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended A. Samples for Verification: For each component indicated and for each exposed finish 1. At least five years experience in the installation of fiberglass reinforced plastic panels. spreading rate to achieve dry film thickness indicated. Provide total dry film thickness of the entire required, prepared on Samples of size indicated below. 2. Experience on at least five projects of similar size, type and complexity as this Project. 1.3 QUALITY ASSURANCE system as recommended by manufacturer. M 1. Exposed Suspension System Members, Moldings, and Trim: Set of 12-inch- (300-mm-) 3. Employer of workers for this Project who are competent in techniques required by A. Source Limitations: Obtain block fillers primers for each coating system from the some D. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items r long Samples of each type, finish, and color. manufacturer for installation indicated. manufacturer as the finish coats. exposed in equipment rooms and occupied spaces. 00 B. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified C. Surface-Burning Characteristics: Determined by testing identical products according to ASTM E84 B. Benchmark Samples (Mockups): Provide a full-coat benchmark finish sample for each type of E. Mechanical items to be painted include, but are not limited to, the following: testing agency, for each acoustical panel ceiling. by a testing agency acceptable to authorities having jurisdiction. coating and substrate required. Comply with procedures specified in PDCA P5. Duplicate finish of 1. Uninsulated metal piping. C. Maintenance Data: For finishes to include in maintenance manuals. 1. Flame-Spread Index: 200 or less. approved sample Submittals. 2. Uninsulated plastic piping. w 2. Smoke-Developed Index: 450 or less. 1. Architect will select one room or surface to represent surfaces and conditions for application of 3. Pipe hangers and supports. N 1.3 QUALITY ASSURANCE 1.7 DELIVERY, STORAGE AND HANDLING each type of coating and substrate. 4. Visible portions of internal surfaces of metal ducts, without liner, behind air inlets and outlets. 0(_ A. Fire-Test-Response Characteristics: Provide acoustical panel ceilings that comply with the A. Delivery. Deliver materials in manufacturer's original, unopened, undamaged containers with 2. Final approval of colors will be from benchmark samples. 5. Duct, equipment, and pipe insulation having "all-service jacket" or other pointable jacket material. following requirements: identification labels intact. Package sheets on skids or pallets for shipment to project site. 6. Mechanical equipment that is indicated to have a factory-primed finish for field painting. O Q 1. Fire-Resistance Characteristics: Where indicated, provide acoustical panel ceilings identical to B. Storage and Handling: Store materials protected from exposure to harmful weather conditions 1.4 DELIVERY, STORAGE, AND HANDLING F. Electrical items to be painted include, but are not limited to, the following: �- Q those of assemblies tested for fire resistance per ASTM E 119 by UL or another testing and and at temperature and humidity conditions recommended by manufacturer. Store panels in a dry A• Deliver materials to Project site in manufacturers original, unopened packages and containers 1. Switchgear. O inspecting agency acceptable to authorities having jurisdiction. indoor location at Project site. Remove any foreign matter from face of panel by using a soft 2. Panelboards. 2. Surface-BurningCharacteristics: Provide acoustical panels with the following surface-burning bearing manufacturer's name and label. P 9 9 bristle brush, avoiding abrasive action. 3. Electrical equipment that is indicated to have a factory-primed finish for field painting. characteristics complying with ASTM E 1264 for Class A B C materials as determined by testing 1.8 PROJECT CONDITIONS 1.5 EXTRA MATERIALS G. Prime Coats: Apply a prime coat to material that is required to be painted or surfaces where W identical products per ASTM E 84: A. Ambient Conditions: A. Deliver left int in original cans to Owner. evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no >_ Q a. Smoke-Developed Index: 450 or less. 1. Do not begin installation until building is enclosed, permanent heating and cooling equipment burn-through or other defects due to insufficient sealing.over pa -7 is in operation, and residual moisture from plaster, concrete or terrazzo work has dissipated. PART 2 - PRODUCTS H. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque Z D 1.4 COORDINATION 2. During installation, and within 48 hours prior to installation, maintain ambient temperature surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush Q A. Coordinate layout and installation of acoustical panels and suspension system with other and relative humidity within limits required by type of panel adhesive used and recommendation 2.1 MANUFACTURERS marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. construction that penetrates ceilings or is supported by them, includcy ing light fixtures, HVAC of panel adhesive manufacturer. equipment, fire-suppression system, and partition assemblies. 1.9 WARRANTY in Available Products: Subject to t con t her with requirements, products that may be incorporated I. Transparent (Clear) finishes: Use multiple coats to produce a glass-smooth surface film of even A. Manufacturer standard warrant to apply at no additional cost to Owner. into the Work include, products listed in other Part 2 articles. luster. Provide a finish free fe laps, runs, cloudiness, color irregularity, brush marks, orange peel, nail Z Y PPY holes, o other surface imperfections. O Q 1.6 EXTRA MATERIALS 1. Manufacturer shall agree to replace FRP panels that foil within specified warranty period. 2.2 PAINT MATERIALS, GENERAL 1. Provide satin finish for final coots. �- A. Deliver left over panels and suspension system components to Owner. 2. Warranty period shall be 10 (ten) years beginning from the Date of Substantial completion. A. Material Compatibility. Provide block fillers, primers, and finish-coat materials that are compatible ( , 0PART 2 - PRODUCTS PART 2 PRODUCTS with one another and with the substrates indicated under conditions of service and application, as 3.4 CLEANING v Z M demonstrated by manufacturer based on testing and field experience. A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint w,XX N z 2.1 MANUFACTURERS B. Material Quality. Provide manufacturers best-quality paint material of the various coating types materials from Project site. W = N O A. Acoustic lay-in panels. 2.1 MANUFACTURER(S) specified that are factory formulated and recommended by manufacturer for application indicated. 1. After completing painting, clean glass and paint-spattered surfaces. Remove spattered paint by '^ (n [-- - B. Kitchen and Service Areas: 24" x 24" x 1/2" 'SHEETROCK" by USG Lay-In Ceiling Panel A. Crane Composites Paint-material containers not displaying manufacturer's product identification will not be acceptable. washing and scraping without scratching or damaging adjacent finished surfaces. vJMarlite Q 0) "ClimaPlus", Item No.3260 Vinyl, (Class 'A' Fire Rated), Color:"White , Smoke Developed: 80, Flame B. C. Colors: Match Architect's samples As indicated by manufacturer's designations As selected by W � Q' Spread: 25, Square Edge Architect from manufacturer's full range. 3.5 PROTECTION O U 2.2 FIBERGLASS REINFORCED PLASTIC (FRP) PANELS A. Protect work of other trades, whether being pointed or not, against damage from painting. Correct J 2.2 METAL SUSPENSION SYSTEMS, GENERAL A. Crane Composites, Inc.; Glosbord Fiberglass Reinforced Plastic (FRP) Panel, Glosbord-P (PIF). damage by cleaning, repairing or replacing, and repainting, as approved by Architect. LL A. Attachment Devices: Size for five times the design load indicated in ASTM C 635, Table 1, 1. Color: 85 White 2.3 CONCRETE UNIT MASONRY BLOCK FILLERS (n A. Concrete Unit Masonry Block Filler: Factory-formulated high-performance latex block fillers. Equal "Direct Hung," unless otherwise indicated. 2. Surface Finish: Pebbled embossed texture. to: 3.6 EXTERIOR PAINT SCHEDULE O 00 �..) B. Wire Hangers, Braces, and Ties: Provide wires complying with the following requirements: 3. Surface Protection: Manufacturer's proprietary molecularly-bonded surface protection film for A. Ferrous Metal: Provide the following finish systems over exterior ferrous metal. Primer is not O N Q w P P Y Y P 1. Devoe; Devoe Fill DV 52903 Latex. 1. Zinc-Coated Carbon-Steel Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper. fiberglass reinforced plastic (FRP) panels. required on shop-primed items. � (D � 2. Size: Select wire diameter so its stress at three times hanger design load (ASTM C 635, 4. Scratch Resistance: ASTM D2583, Barcol Hardness of 35. 1. Full-Gloss Alkyd-Enamel Finish: Two finish coats over crust-inhibitive primer. 2.4 EXTERIOR PRIMERS � Table 1, "Direct Hung") will be less than yield stress of wire, but not less than 0.106 inch in 5. Abrasion Resistance: Taber Abrasion Test using CS-17 abrasive wheels with 1000 g weight. A. Exterior Ferrous-Metal Primer: Factory-formulated rust-inhibitive metal primer for exterior a. Primer: Exterior ferrous-metal primer. diameter. Panels shall exhibit weight loss after 25 cycles of no more than 0.038 percent. application. Equal to: b. Finish Coats: Exterior full-gloss alkyd enamel. C. Hanger Rods: Mild steel, zinc coated or protected with rust-inhibitive paint. B. Marlite;Artizan Fiberglass Reinforced Panels 1. Benjamin Moore Rust Penetrating Metal Primer: Applied at a dry film thickness of not less than 3.7 INTERIOR PAINT SCHEDULE D. Hold-Down Clips: Provide manufacturer's standard hold-down clips spaced 24 inches (610 1. Color: 209 Adara 2.0 mils. A. Gypsum Board: Provide the following finish systems over interior gypsum board surfaces: C • o w mm) o.c. on all cross tees. 2. Class C (III) Fire Rating B. Exterior Galvanized Metal Primer: Factory-formulated galvanized metal primer for exterior 1. Low-Luster Acrylic-Enamel Finish: Two finish coats over a primer. U v P E. Impact Clips: Provide manufacturer's standard impact-clip system designed to absorb C. Provide class 1A of each above listed FRP panel as required only by local government agencies. application. Equal to: o•• a. Primer: Interior gypsum board primer. . c o impact forces against acoustical panels. to comply with code requirements. 1. Benjamin Moore Galvanized Metal Primer: Applied at a dr film thickness of not less than 2.0 mils. .� m P 9 P PP y b. Finish Coats: Interior low-luster acrylic enamel. .•m 1. If codes and finishes listed above are not available in class 1A rated material, G.C. shall N 2.3 METAL SUSPENSION SYSTEM y 2. Semigloss Acrylic-Enamel Finish: Two finish coats over a primer. > -w notify Noodles PM & Architect. 2.5 INTERIOR PRIMERS a. Primer: Interior gypsum board primer. W � .a A. Suspension System for Gypsum Board Panels A. Interior Concrete and Masonry Primer: Factory-formulated alkali-resistant acrylic-latex interior 1. Wide-Face, Capped, Double-Web, Steel Suspension System: Main and cross runners roll 2.3 ACCESSORIES rimer for interior application. Equal to: b. Finish Coats: Interior semigloss acrylic enamel. Q v = PP P Ys p pP q B. Ferrous Metal: Provide the following finish systems over ferrous metal: ° - m formed from cold-rolled steel sheet, prepainted, electrolytically zinc coated, or hot-dip A. Crane Composites, Inc. 1. Benjamin Moore Interior Vinyl Latex Primer Sealer. 8 . D - 1. Moldings, Trim and Caps: One-piece extrudedpolypropylene or PVC, confi configured to cover panel B. Interior Gypsum Board Primer: Factor formulated latex-based rimer for interior application. 1. Semigloss Acrylic-Enamel Finish: Two finish coats over a primer. , - golvonized according to ASTM A 653/A 653M, not less than G30 coating designation, with 9 P P� 9 P Yp Y- P PP a. Primer: Interior ferrous-metal primer. a U - •o prefinished 15/16-inch- (24-mm-) wide metal caps on flanges Structural Classification: edges and corners. Color: 85 White. Equal to: b. Finish Coats: Interior semigloss acrylic enamel. d G o a a. Outside corner guard 1. Benjamin Moore Interior Vinyl Latex Primer Sealer. ,. ? _ Intermediate duty system. Matching trim. C. All-Service Jacket over Insulation: Provide the following finish system on cotton or canvas i. Stainless steel C. Interior Wood Primer for Acrylic-Enamel and Semigloss Alk Enamel Finishes: Factory-formulated . �- , 2. Cap Material: Aluminum painted. 9 Yd- y insulation covering: Q'_ Oa 2. Panel Adhesive: As recommended by panel manufacturer for the required substrates. alkyd- or acrylic-latex-based interior wood primer. Equal to: t ' - n B. Suspension System for Acoustical Tile. 1. Flat Acrylic Finish: Two finish coats. Add fungicidal agent to render fabric mildew proof. •� � d . 1. Narrow-Face, Uncapped, Double-Web, Steel Suspension System: Prepainted, 9/16-inch- 3. Panel Sealant: As recommended by panel manufacturer. 1. Benjamin Moore Interior Acrylic Latex Primer. a. Finish Coats: Interior flat latex-emulsion size. = `c „ B. Marlite D. Interior Ferrous-Metal Primer: Factory-formulated quick-drying rust-inhibitive alkyd-based metal m (15-mm-) wide faces Structural Classification: Intermediate duty system. Matching trim. 1. All trim specified shall be heavy weight extruded aluminum 6063-T5 alloy prefinished at the primer. Equal to: U Q N o factory. 1. Benjamin Moore Rust Penetrating Metal Primer. END OF SECTION 09912 PART 3 - EXECUTION 2. Trim profiles for .09" thick panels: E. Interior Zinc-Coated Metal Primer: Factory-formulated galvanized metal primer. Equal to: 3.1 EXAMINATION a. F550 Inside Corner 1. Benjamin Moore Galvanized Metal Primer. SECTION 09950 - WALL COVERINGS A. Examine substrates, areas, and conditions, including structural framing to which acoustical b. F561 Outside Corner 6 EXTERIOR FINISH COATS F565 Division 2. panel ceilings attach or abut, with Installer present, for compliance with requirements specified in c. PART 1 - GENERAL this and other Sections that affect ceiling installation and anchorage and with requirements for d. F570 Edge A. Exterior Full-Gloss Acrylic Enamel for Ferrous and Other Metals: Factory-formulated full-gloss f Ishk Trim finish waterborne acrylic-latex enamel for exterior application. installation tolerances and other conditions affecting performance of acoustical panel ceilings. 3. Equal to: g1.1 SUMMARY Proceed with installation only after unsatisfactory conditions have been corrected. a. Factory oven baked finish color to match field panel 1. Benjamin Moore Interior and Exterior High Gloss Enamel. A. This Section includes the following: 4. Outside corner guard 1. Vin wall covering. 3.2 PREPARATION a. Stainless steel 2.7 INTERIOR FINISH COATS N 9• A. Interior Low-Luster Acrylic Enamel: Factory-formulated eggshell ocrylic-latex interior enamel. No 01 A. Measure each ceiling area and establish layout of acoustical panels to balance border widths 1.2 SUBMITTALS PART 3 EXECUTION substitutions for: at opposite edges of each ceiling. Avoid using less-than-half-width panels at borders, and 1. Benjamin Moore Eggshell Interior Latex Enamel. A. Samples for verification in sets for each color, texture, and pattern specified, showing the full range comply with layout shown on reflected ceiling plans. 3.1 EXAMINATION B. Interior Semigloss Acrylic Enamel: Factory-formulated semigloss acrylic-latex enamel for interior of variations expected in these characteristics. 3.3 INSTALLATION, GENERAL A. General: Comply with manufacturers product data, including product technical bulletins, and application. No substitutions for: 1. Wall Covering Material: Full-width sample, not less than 36 inches (914 mm) long, from dye lot installation instructions in product catalogs and product packaging. 1. Benjamin Moore Semi-gloss Interior Latex Enamel. used for the Work. Revisions A. General: Install acoustical panel ceilings tr comply with UBC Standard follows: B. Open cartons carefully and inspect panels. Contact manufacturer with questions or problems. C. Interior Full-Gloss Alkyd Enamel for Wood and Metal Surfaces: Factory-formulated full-gloss alkyd ISSUED FOR LANDLORD REVIEW 1. Suspend ceiling hangers from buildings structural members and as follows: C. Verify that substrates previously installed under other sections are acceptable for product interior enamel. No substitutions for: A. QUALITY ASSURANCE 01-21-2015 1. Install hangers plumb and free from contact with insulation or other objects within ceiling 1. Benjamin Moore In Alkyd-Urethane Gloss Enamel. m Installer Qualifications: Engage an experienced installer who hos completed 5 projects similar in installation in accordance with FRP manufacturer's instructions. 1 Y ISSUED FOR PERMIT plenum that are not part a supporting structure s of ceiling suspension system. material, design, and extent to that indicated for this Project and with a record of successful 1. Examine substrate surfaces to determine that corners are plumb and straight, that surfaces 02-04-2015 2. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by PART 3 - EXECUTION in-service performance. are smooth, sound and uniform, that nails or screw fasteners are countersunk, and that joints bracing, re width of du or other equally effective means. B. Fire-Test-Response Characteristics: Provide wall coverings with the following surface-burning Q and cracks are filled flush and smooth with adjoining surfaces. t Where width of ducts and other construction within ceiling plenum produces hanger spacings 3.1 EXAMINATION characteristics as determined by testing identical products per ASTM E 84 by UL or another testing and 2. Do not begin panel installation until substrate surfaces are in satisfactory condition. that interfere with location pl hangers u spacings required n support standard suspension A. Examine substrates, areas, and conditions, with Applicator resent, for compliance with requirements inspecting agency acceptable to authorities having jurisdiction. system members, install supplemental suspension members and hangers in form of trapezes or 3.2 PREPARATION sub PP P P Q Q � pP p 9 p A. Clean substrates to remove substances that could impair bond of adhesive, including oil, grease, for paint application. Comply with procedures specified in PDCA P4. 1. Flame Spread: 25 or less. equivalent devices. Size supplemental suspension members and hangers to support ceiling loads dirt, dust or other contamination. 1. Proceed with paint application only after unsatisfactory conditions have been corrected and 2. Smoke Developed: 450 or less. within performance Inmos established referenced standards and pB. Condition panels by unpacking and placing in installation space no less than 48 hours before surfaces receiving paint are thoroughly dry. Q 4. Secure wire hangers to ceiling sus pension members and to suppoorrtcations.ts above with a minimum installation. 2. Start of painting will be construed as Applicator's acceptance of surfaces and conditions within a 1.4 PROJECT CONDITIONS of three tight turns. Connect hangers directly either to structures t to inserts, eye screws, or C. La out paneling before beginning installation. Locate ane) joints to provide equal panel widths particular area. A. Space Enclosure and Environmental Limitations: Do not install wall covering until space is enclosed Q other devices that are secure and appropriate for substrate and that will not deteriorate or y P 9 9 9 P 1 P q p and weatherproof, wet-work in space is completed and nominally dry, work above ceilings is complete, otherwise fail due rt age, corrosion, from elevated temperatures.f at ends of walls and so that trimmed panels at corners are not less than 12 inches (300 mm) 3.2 PREPARATION P Y Y g p and ambient temperature and humidity conditions are and will be continuous) maintained at values near Q wide. Ams or floor deck. Fowey hangers I Ventilation h IIcontinuous 5. Do not support ceilings directly from permanent metal forms g A. General: Remove hardware and hardware accessories, lutes, machined surfaces, lighting fixtures, those indicated for final occupancy. Lighting must be 15 foot candies. shall be 3.3 INSTALLATION P 9 9 fa cast-in that hanger inserts, postinstalled mechanical or adhesive anchors, or power-actuated and similar items already installed that are not to be painted. If removal is impractical or impossible during installation and drying time. fasteners that extend through forms into concrete. A. General: Comply with panel manufacturer's Installation Guide. because of size or weight of the item, provide surface-applied protection before surface preparation 6. Do not attach hangers to steel deck tabs. B. Crane Composites, Inc. PART 2 - PRODUCTS 7. Do not attach hangers to steel roof deck. Attach hangers to structural members. 1. Cut and drill panels with carbide tipped saw blades or drill bits, or cut with snips. and painting. 8. Space hangers not more than 48 inches (1200 mm) o.c. along each member supported 2. Install panels with manufacturer's recommended a for panel field and corner joints. 1. After completing painting operations in each space or area, reinstall items removed using workers P gap P 1 2.1 MATERIAL direct) from hangers, unless otherwise indicated; provide hangers not more than 8 inches 200 a. Pre-drill fastener holes in panels, 1/8 inch (3.2 mm) greater in diameter than fastener. skilled in the trades involved. y g p 9 ( B. Cleaning: Before applying paint or other surface treatments, clean substrates of substances that A. Refer to drawings for specification. f y,� `4 (l� b. Install panels in a full spread of adhesive. For trowel type and application of adhesive, l; mm) from ends of each member. could impair bond of the various coatings. Remove oil and grease before cleaning. rr� C. Secure bracing wires to ceiling suspension members and to supports with a minimum of four follow adhesive manufacturer's recommendations. 1. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not 2.2 ADHESIVES 4,,r rA tight turns. Suspend bracing from building's structural members as required for hangers, without 3. Install trim accessories with adhesive and nails or staples. Do not fasten through panels. fall on wet, newly pointed surfaces. A. General: Mildew-resistant, nonstaining adhesive, for use with specific wood-veneer wall covering C01, A C"'"""'N C" 4. Sealant: and substrate application, as recommended by wall covering manufacturer. l) attaching to permanent metal forms, steel deck, or steel deck tabs. Fasten bracing wires into C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's concrete with cast-in-place or postinstalled anchors. 1. Fill grooves in trim accessories with sealant before installing panels and bed inside corner written instructions for each particular substrate condition and as specified. ,- trim in a bead of sealant. PART 3 - EXECUTION D. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and 1. Provide barrier coats over incompatible primers or remove and reprime. __,,,° g IL 0 2. Remove excess sealant and smears as paneling is installed. Clean with solvent where necessary to conceal edges of acoustical panels. 2. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and ,� E. Install suspension system runners so they are square and securely interlocked with one recommended by sealant manufacturer and then wipe with clean dry cloths. q p 3.1 EXAMINATION (,- another. as re wired. Sand surfaces exposed to view smooth and dust off. 1. C. Marlite A. Examine substrates for compliance with requirements for moisture content and other conditions another. Remove and replace dented, bent, or kinked members. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other , ��^J C)F. Install acoustical panels with undamaged edges and fit accurately into suspension system 1. AII moldings must provide for a minimum 1/8 inch expansion joint to insure proper recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish affecting performance of Work of this Section. Do not proceed with installation until unsatisfactory # �� runners and edge moldings. Scribe and cut panels at borders and penetrations to provide a installation. surfaces with putty or plastic wood filler. Sand smooth when dried. conditions have been corrected. neat, precise fit. 2. C-551 Marlite FRP Adhesive is available in 3 % gallon cons. A water-resistant, b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges, ends, faces, 3.2 PREPARATION non-flammable adhesive, C-551 meets ASTM Specification C557. undersides, and back sides of wood, including cabinets, counters, cases, and paneling. 1. Install hold-down clips, in areas required by authorities having jurisdiction, and for 3. C-375 Morlite Construction Adhesive is available 3 X gallon cans. A strong, flexible, C. If transparent finish is required, backprime with spar varnish. A. Comply with manufacturer's written instructions for surface preparation. fire-resistance ratings; space as recommended by panel manufacturers written instructions, unless water-resistant , solvent based adhesive formulated for fast, easy application. C-375 meets d. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction B. Prepare substrates to achieve a smooth, dry, clean surface free of flaking, unsound coatings, 02-04-2015 otherwise indicated. ASTM Specification C557. occurs on bock side. cracks, and defects. DATE 2. Protect lighting fixtures and air ducts to comply with requirements indicated for 1. Painted Surfaces: Treat areas susceptible to pigment bleeding. 06-30-2015 9 9 P Y q 4. Marlite Brand MS-250 Clear Silicone Sealant i Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer p P 9 g' E%PIRATION DATE fire-resistance-rated assembly. immediately on delivery. 2. Moisture Content: Maximum of 5 percent on new plaster, concrete, and concrete masonry units 3.5 CLEANING 3. Ferrous Metals: Clean ungalvanized ferrous-metal surfaces that have not been shop coated; when tested with an electronic moisture meter. ARCHITECT 3.4 CLEANING A. Remove temporary coverings and protection of adjacent work areas. remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical 3. Prime new gypsum board with primer recommended by wall covering manufacturer. A. Clean exposed surfaces of acoustical panel ceilings, including trim, edge moldings, and C. Check painted surfaces for pigment bleeding. Sand gloss, semigloss, and eggshell finishes with I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- P P 9 9 9 9 B. Repair or replace any installed products that have been damaged. cleaning methods that comply with SSPC's recommendations. PARED UNDER MY SUPERVISION AND THAT TO THE BEST suspension system members. Comply with manufacturer's written instructions for cleaning and C. Clean installed panels in accordance with manufacturer's instructions prior to Owner's acceptance. a. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before fine SandpOper. OF MY KNOWLEDGE,THE SAME COMPLY NTH ALL RULES, touchup of minor finish damage. Remove and replace ceiling components that cannot be D. Remove and lawfully dispose of construction debris from project site. priming. D. Acclimatize wall covering materials by removing them from packaging in the installation areas not REGULATIONS AND ORDINANCES OF PORTLAND,OREGON successfully cleaned and repaired to permanently eliminate evidence of damage. 3.6 PROTECTION b. Touch up bore areas and shop-applied prime coats that have been damaged. Wire-brush, clean less than 24 hours before installation. RELATING TO STRUCTURES AND BUILDINGS. END OF SECTION 09511 A. Protect installed product and finish surfaces from damage during construction. with solvents recommended by paint manufacturer, and touch up with some primer as the shop coat. 3 INSTALLATION,, 3GENERAL 4. Galvanized Surfaces: Clean galvanized surfaces with non petroleum-based solvents so surface is ARCHITECT END OF SECTION 09770 free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated A. General: Comply with wall coverings manufacturers' written installation instructions applicable to SECTION 09770 - SPECIAL WALL SURFACING (FIBER REINFORCED PLASTIC PANELING) from coil stock by mechanical methods. products and applications indicated, except where more stringent requirements apply. D. Material Preparation: Mix and prepare paint materials according to manufacturer's written B. Install wall covering with no gaps or overlaps. Drawn By Checked By PART 1 GENERAL SECTION 09912 - PAINTING (PROFESSIONAL LINE PRODUCTS instructions. C. Install seams vertical and plumb at least 6 inches (150 mm) from outside corners and 3 inches PL, EA, RI AU 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials (75 mm) from inside corners. No horizontal seams. Scale Date 1.1 SUMMARY PART 1 - GENERAL and residue. D. Remove air bubbles, wrinkles, blisters, and other defects. A. Section Includes: Fiberglass reinforced plastic (FRP) paneling for wall and ceiling surfaces, 2. Stir material before application to produce a mixture of uniform density. Stir as required during E. Trim edges for color uniformity, pattern match, and tight closure at seams and edges. Butt AS NOTED 01-06-2015 including trim accessories. application. Do not stir surface film into material. If necessary, remove surface film and strain seams. 1.1 SUMMARY Job No. 1.2 REFERENCES material before using. A. General: Standards listed by reference form a part of this specification section. Standards A. This Section includes surface preparation and field painting of exposed exterior and interior 3. Use only thinners approved by point manufacturer and only within recommended limits. 3.4 CLEANING 14-2115 listed are identified by issuing authority, abbreviation, designation number, title or other A. Remove excess adhesive at finished seams, perimeter edges, and adjacent surfaces. items and surfaces. B. Use cleaning methods recommended b wall covering manufacturer. designation. Standards subsequently referenced in this Section are referred to by issuing 1. Surface preparation, priming, and finish coats specified in this Section are in addition to 3.3 APPLICATION 9 Y 9 authority abbreviation and standard designation. P P p g' P A. General: Apply paint according to manufacturer's written instructions. Use applicators and C. Replace strips that cannot be cleaned. Sheet No. shop priming and surface treatment specified in other Sections. t Y P 9 PP C B. ASTM International: techniques best suited for substrate and type of material being applied. t,J P5 1. ASTM D2583 - Standard Test Method for Indentation Hardness of Rigid Plastics by 1. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to END OF SECTION 09950 Means of a Barcol impressor. formation of a durable paint film. SURVEY CHECKLIST G.C. TO SURVEY SPACE IMMEDIATELY AFTER 1. INDICATE LOCATION & HEIGHT, UNDERSIDE 6. VERIFY IF ANY EXISTING COLUMNS DEMOLITION AND NOTIFY ARCHITECT OF ❑ OF EXISTING A/C UNIT & DUCTS. ❑ OR ROOF DRAINS ARE HIDDEN IN DISCREPANCIES BEFORE COMMENCING INTERIOR OR DEMISING WALLS. CONSTRUCTION. ❑ 2. INDICATE LOCATION & HEIGHT, UNDERSIDE OF EXISTING WASTE PIPE & SIZE. (IF ❑ 7. VERIFY WATER PRESSURE AND PLEASE NOTE THAT ALL DIMENSIONS SHOULD BE APPLICABLE) WATER TYPE W/ AQUA SERVE CLEAR DIMENSIONS (FROM THE INSIDE OF ONE (PHONE:303-469-7873) IMMEDIATELY WALL, OR COLUMN TO THE INSIDE OF ANOTHER). El3. INDICATE LOCATION & HEIGHT, UNDERSIDE UPON ENTERING SPACE, NOTIFY IF CENTER TO CENTER DIMENSIONS ARE REQUIRED OF EXISTING ROOF DRAIN & SIZE. ARCHITECT AND NOODLES CM OF THE IT WILL BE SO NOTED. RESULTS. I THE FOLLOWING CHECKLIST AND PLAN SHOULD BE ❑ 4. INDICATE LOCATION & HEIGHT, UNDERSIDE VERIFY EXTERIOR FINISHES: 4 OF EXISTING MAIN SPRINKLER PIPE & SIZE. COMPLETED. ALL ITEMS TO BE CHECKED OFF & SIGNED WITH NAME & DATE (COMPLETELY BY), 5. NOTE ON SECTION DIMENSIONS 8. COLOR OF BRICK (I.E. RED, TAN, I AND RETURNED TO THE ARCHITECT ONCE THE ❑ CORRESPONDING TO THE LETTERS A, B, C, ❑ DK. BROWN). SURVEY IS COMPLETED, BEFORE COMMENCING D AND E, BELOW: CONSTRUCTION. 9. COLOR OF EIFS (I.E. TAN, BROWN, A — CLEAR HEIGHT UNDERSIDE OF ❑ WHITE). I ROOF/DECK. ❑ 10. COLOR OF STOREFRONT (i.e. B — CLEAR HEIGHT UNDERSIDE OF ANODIZED BRONZE, CLEAR COMPLETED BY: JOIST/BEAMS. ANODIZED, CHAMPAGNE, PAINTED, I ETC.) 00 �— C — UNDERSIDE OF BULKHEAD ( DATE: 11. ELEC. PANEL MANUF. & MODEL # D — EXISTING CEILING HEIGHTS (NOTE El ON PLAN) N E — BEAMS, LINTELS: LOCATE ON I O PLAN AND DIMENSION IN RELATION TO DEMISING WALL. SHOW CLEAR ❑ 12. CONSTRUCTION COMPLETED BYI O UNDERSIDE HEIGHTS. L.L. FOR SUPPORT OF NEW ROOF TOP F — EXISTING WALL CONDITION EQUIPMENT. (PRECAST PANEL, STUD, GYP. BD. I W I W � ETC.) Q z I Q < NOTE : G . C . TO SURVEY SPACE IMMEDIATELY AFTER g ; o z DEMOLITION AND NOTIFY ARCHITECT OF co DISCREPANCIES BEFORE COMMENCING CONSTRUCTION . PROVIDEDAANDNELS 06 U) I-- U INSTALLED BY LL PERU— NOODLES > U— NOODLES SPECIFICATIONS > - - - — - - - - --- --- -- -- — 0 LU i I O00 Of t2'-1" 2'-1" f43'-11�" V.I.F. r Q W 04 V.I.F. V.I.F. V.I.F. CORNER TO FACE I Z C:) (— U)J_l A OF GYPSUM BOARD _ I V.1.F. A > I B/ PANEL f3'-0" B B T/ PANEL ±6'-O" � O t52'-34"V.LF. o I '4n FACE OF GYPSUM BOARD TO I „' 1 I W d 'a n I FACE OF GYPSUM BOARD a, ; d� Li f- Qt O P L L � • N d � OLUM GLUM SIZE SIZE i F I r o F Q n d m DB — Cn o p 0_ IH L p 00 O I Q0 m O 0 00 Ln - m L a = ? 7Da >_ � � Lnr � CD cD � ? 0 I -HOLT _T Q i . I LJ0 N L, I a -H o I Revisions ISSUED FOR LANDLORD REVIEW z 01-21.2015 o I ISSUED FOR PERMIT 02.04.2015 0 I Q I o I I I I I � I LCf) - - Q > V A A 10 Of N W B B -H0 f52'-93"V.I.F. R�DAhiC� FACE OF GYPSUM BOARD TO STOREFRONT I F.ti I I cOLUM O�OFOOCP ANSIZECOLUMr�SIZE00A ------- Y.� 02-04-2015 DATE I 0630-2015 EXPIRATION DATE ARCHITECT f14'-4 t28'-10 'V.LF. I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- V.1.F. REV.I.F. STOREFRONT SYSTEM I PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY NTH ALL RULES, V.I.F. f3'—11 1 V I REGULATIONS AND ORDINANCES OF PORTLAND,OREGON RELATING TO STRUCTURES AND BUILDINGS. DOOR ±3'-0" V.I.F. STOREFRONT SYSTEM DOOR Drawn By Checked By PL, EA, RI AU i Scale Date — — — ---- --- �l 1/4"=1'-0" 01-06-2015 A SITE VERIFICATION PLAN Job No. SCALE: 1/4"-1'—O" 14-2115 NORTH Sheet No. SV1 . 1 .................... 5 6 7 8 G ___.......... .__........... W y SEE 04/S401 EX GL 84x30 EX GL A400 EX GL 3YBx18 p ....... ..... ..... " \ RTU ••I 1,500 LBS iv�1 EX GL 3)/8x18 OQ SEE 03/5401 CONDENSING ui UNIT FOR ICE140 MACHINE 200 LBS SEE 03S1/ Cn O Lu x x N CONE ENSING x N x X a EX GL 3Jfix18 z Q I M UNIT FOR t� M In M I r7 W LK-INCO OLER 's-+ cJa e w w 25 LBS W w w w w I U z SEE 04/5401 V z M I I 06 N . CNI ............................................................................................................... . ....., I 0�6/� QQ vJ C3) C EX GL A44x30 EX GL 83/4x30 EX GL 3)/8x18 J > O RTU e C/) 0 -. ......................_.................................... ....f O 00 1,500 LBS I EF I I I ON , 1 11 O — 1 S 04/S401 z ~ 325 LBS \\ ..................................................:.. ...� EX GL 3YBx18 CD C F \ _ I32 LBS _ ................. ...... .........................�.._.................... .........................................................................__................_. Q3"pr: SEE 01/S401 t o\ ...._........ ................_._.. ....._ N ~. .._......_' FOOD 1 ; ' M ._ N N m :: j� z IEE — .___.. _ x — �j ....cp Apo : I..�..._.._.................:_ WT — 188/ oxo fig`' Y-_f �' � � ,.�. 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EX GL 8 4x30 \ `' - EX GL 31 x18 E 1 Revisions E ISSUED FOR LANDLORD REVIEW - - - - Ot-21-2015 f/ ISSUED FOR PERMIT ._ ............................ i .........Ula :.� ..... .. . :G? .� .. l '�.. .. ,' .! .......... ...: i 02-04-2015 I€ _.._... .. . _ _ r ...:xx:iiiiiiiiiiiiiiiiil:i::::::i>k..._.I^....... __ 1 i .. .:............. .. ........_... _...................y.... I I i I ! i 00 E . ................ ...... Lu I I EXcL 3YBx18 A. i.. I - - - - -? --- --== - - € _ N= - -- -------------- - --------- ------------------__-_.---.- - I i FF 8989P } ' t v�� I O "y�;OREGON O^h07 � m EX GL 3 18 XBA aFx 9�NRY202 4�n 0 w w w w W i W w w >< w i s+ ....,............................_..... ............................................. ; i 02-04-2015 DATE 12-31.2016 EXPIRATION DATE I'" I ARCHITECT EX 1805 EX 1805 (, EX 18x40 EX 18x35 A I I HEREBY CERTIFY THAT THESE PUNS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TOTHE BEST I I i OF MY MOWLEDGE,THE SAME COMPLYYATHALL RULES, ELATING TO STRUCTURES AND BUILDINGS REGULATIONS AND ORDINANCES OF PORTLAND,OREGON R __.............................._ , t ........ ..—............-......-....._................_...._........_....... ................;...................... . ......................................... ........................................... .........-..-..-..—........-....--.., ..... ......_..... I ARCHITECT I .......................................... _ ........................... ............... . ........ — .... .. ... ........................., ...... ..... -.: _ i Drawn By Checked By 1.L Scale Date CRM S Date 01-06-2015 ROOF FRAMING PLAN PLAN NOTES Job No. 1. ELEVATIONS t, ARE FROM NOMINAL FIRST FLOOR ELEV +(0'-0"), SEE 1 `*2115 SCALE: Y4" = 1'-0" CIVIL DRAWINGS. 0'6"1' 2' 4 8' 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. Sheet No. 3. SEE ARCH DWGS FOR DIMENSIONS NOT SHOWN. ^ 0 PLAN NORTH 4. COORDINATE DECK OPENINGS — EXACT SIZE AND LOCATION, WITH MECH CONTRACTOR DWGS AND EQUIPMENT SUPPLIER. N`J ................... .\W NEW OPENING EXIST SHEATHING DIAGONAL BRACE N �') I CD / I ( I o _. I 1 HOOD NEW (72x6SIMPSON LUS26-2 HANGER, TYP r --- 00 EXIST Y EXIST BEAM JOIST STEEL ROD HANGER Lij - COORD w/ HOOD MFR co TYPICAL co 0 � SCROOF OPENING FRAMING s4o1 HOODSCALE: NOT SCALE BRACINGPLAN NOODLES_DET003 \,,S 4V �- W L5x3x9fe (LLV) w/ (2) )J"0x3' z Z SHEATHING LAG SCREWS (2) 2x8 BLOCKING—\ O ° Ao z BEAM (TYP) U Z N 0 WHO 2 'q )z'0 THREADED THRU0-BOLTS Q (n 0 e9d ROD HANGER O 00 Q ON (D UNISTRUT P1000 z O UNISTRUT ADJUSTABLE HINGE CONNECTION ATTACHMENT BY THE HOOD SUPPLIER --HOOD Z r. C Z 0 -------------- HOOD ATTACHMENT AT ROOF SCALE: ;Y4" = 1'-0" NOODLES—DET001E $401 am KS fi .'v NEW SHEATHING TO MATCH EXISTING w/8d NAIL ® 6' OC - PLYWOOD EDGE & 12' OC FIELD (AS REQUIRED FOR EXISTING OPENINGS) EXIST SHEATHING EXIST SHEATHING Revisions ISSUED FOR LANDLORD REVIEW 01-21-2015 ISSUED FOR PERMIT 02-04-2015 NEW 2x6 w/SIMPSON W26 A HANGER, EACH END ® 2'-0" OC Q EXIST BEAMS Q 0 SECTION ro3 ) ^96F SCALE: -Y4" = 1'-0" NOODLES_DET008 $401 0 `y OREGON �. CO O GgRY202 �P 9��NEY MGGO RTU OR MUA 4x10 BLOCKING 1)¢'x16 GA STRAP w/ #10 02-04-2015 DATE SCREWS 0 2'-0' OC (TYP) 12-31-2016 EXPIRATION DATE SIMPSON A35 ROOF SHEATHING ARCHITECT ® 2'-0' OC I HEREBY CERTIFY THAT THESE PLANS RAVE BEEN PRE. PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGON RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT NEW (2) 2x8 UNDER THE RTU SIMPSON CS20 Drawn By Checked By CURB w/ SIMPSON LUS26 0 2'-0' OC KLS CRM EACH END (TYP) Scale Date 01-06-2015 EXIST BEAM Job No. SECTION04 14-2115 SCALE: Y4" = 1'-0" NOODLES_DET013 S401 Sheet No. S401 MEI Id)11 HOOD INFORMATION - Job#2211557 EXHAUST PLENUM HOOD CONFIG. HOOD MAX. RISER(S) HOOD TAG MODEL LENGTH COOKING TOTAL MUA CFM AC CFM END TO ELECTRICAL PACKAGES -Job#2211557 NO. TEMP. EXH. CFM WIDTH LENG. DIA. CFM S.P. CONSTRUCTION END ROW NO. TAG PACKAGE# LOCATION SWITCHES OPTION FANS CONTROLLED 1 MAIN 5430 12'0.00" 600 Deg. 2040 10" 1 1632 849" 2040 -0.575" 430 SS LEFT ALONE LOCATION QUANTITY TYPE 0 H.P. VOLT FLA ND-2-ACPSP-F Where Exposed Face Mount Left Side of 1 Light Exhaust 3 1.500 208 4.7 Hood Exhaust 3 1.500 208 4.7 a, 5430 12'0.00" 10" 1 " 2040 -0.575" 430 SS 1 SC-E211011FP Wall Ut lity Cabinet Right Smart Controls The mostat c Control Supply 3 3.000 208 9.5 2 MAIN 600 Deg. 2040 1632 849 RIGHT ALONE Hood#1 t Fan 111111111111110 ND-2-ACPSP-FIWhere Exposed Exhaust 1 0.250 115 4.8 4230 5-0.00" 10" 10" 750 -0.095" 304 SS 3 DISH 700 Deg. 750 0 0 ALONE ALONE VHB-G 100% HOOD INFORMATION FILTER(S) LIGHT(S) UTILITY CABINET(S) HOOD FIRE SYSTEM ELECTRICAL SWITCHES FIRE HOOD NO. TAC' TYPE QTY. HEIGHT LENGTH EFFICIENCY @ 9 MICRONS QTY. TYPE WIRE LOCATION SYSTEM HANGING GUARD TYPE SIZE MODEL# QUANTITY PIPING OUGHT 9 20" 16" 1 Light JOB NO MODEL NUMBER DV S -.NIsTXT T DESCRIPTION OF OPERATION: r� SC-E21 1011 FP NSTALL 1 MAIN Captrate Solo Filter 93%See Filter Spec. 2 4'LED Light NO Wall Mint Ansul R102 3.0/3.0 SC-E211011 FP 1 Fan YES 758 LBS 2211557 JOBNAME NOODLES#819 TIGAROOR 24'0•... ]19N014 Gx Pk ^YM^° "Zw 'a°uMm F.q,lzwl awry" ��"mle rl", pm win n.F°rygaw w uYuulp w„ m 2 MAIN Captrate Solo Filter 9 20" 16" 93%See Filter Spec. 2 4'LED Light NO YES 758 LBS w 3 DISH D NO 166 LBS MUA1 w SIGNAL FOR LFRTO SHUNT COIL SHU COIL 2 BREAKER PANEL TO CONTROL PANEL LOMdwlmq FAN. m Hoop PANEL Responsibility: EleC1dGe0 ST-3 O wTr.mev NEUTRAL FROM SHUNT COIL 3 BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED WIRE DIRECT o EXTERNAL $TTERMINAL IS ENERGIZED O BREAKERPANEL CONTROL PANEL TO STARTER WIRETO FACTORY D SHUNT TRIP IN FIRE CONDITION. HOOD OPTIONS 4 PROVIDED CONDUIT DROP BREAKER 1PN X01 HOOD PANEL COMMON O HOOD TAG OPTION 120V "°�°I SPARE FIRE SPARE CONTACTS USED MEN NORMAFiREPEN of NO. $ t5ASYSTEM DRY SYSTEM DISCHARGES TO DISABLE CONTROLPOWER. DONOTWIRE CONTACT EOUIPMENTORPRWIDESIGNALS. 1 MAIN FIELD WRAPPER 8.00" High Front, Left TO SHUNT TRIP BREAKER. M(NOT FDA BUILDING Flu l ALARERM W B uTHWDucHr BREAJCER SHARED wl coeraoL CONTROL PANEL TO ACCESSORY ITEMS roTNMUSULAURMWnwnTL LEFT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS POWER$WITCH#1 Responsibility: Elechician SWnG1LOCATEOINANSULAUTGMANI STRUCTURAL FRONT PANEL ] BREAKER3PH LINE CONTROL PANEL COMPONENT z yJ 408 V LINE MICRO$'MTGH 1 2 MAIN FIELD WRAPPER 8.00" High Front, Right 15AMP HOOD PANEL4:No ^^ 0 RIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS B EF-1 TO Nc I L w z dEF-2 FIRE SYSTEM 5 STRUCTURAL FRONT PANEL B MICR ITCH WIRE ARI TO NORMAOMMON L). G Z CORE ARI CLOSED KE (21. G O BREAKER IPH Keuly C1TOARISNOULDHAVE MSt 4:N0W O H 3 DISH FIELD WRAPPER 8.00" High Front, Left, Right 115V CON INUrYMENARMED. „ Nc PERFORATED SUPPLY PLENUMS D sAMP /� EF-3 IF MORE THAN ONE MI 4:,p OFF U V uNe FIRESYSMIMSSiIORE ,, :NC M IN SERIES AS SHOWN RISER(S) ,I BREAKER 3PH uNe wx T N HOOD TAG POS. LENGTH WIDTH HEIGHT TYPE 20V HMI V�� U) � NO. WIDTH LENG. DIA. CFM S.P. 12 coNTaW MREDIRECTLYTocom"a BOARD _ =RESPONSIBILITY i v i r - UA-t PANEL TO CKT-5CONNECTION M J41 MAIN Front 144" 22" 6" MUA 10" 28" 815 0.238" REMOTE UJ PACE ENOOF LINEA GIBILITY OF THE GENERAL CONTRACTOR TO MD°NTE° INEMPT3'JAOKPN:ECLI= EG2DA 2 pWMUA 10" 28" 815 0.238" ENTCHEsAC 8" 16" 200 0.069" AT THE HOOD CLEARANCE FROM „ CONTROL PANEL TO FANS H°WLIGM$, Q //q Q Responsibility: EIBCDIOIan HOOD PANEL BLACK VJ AC 8" 16" 200 0.069" IBLE AND COMBUSTIBLE MATERIALS IS IN CONTROL PANEL FANS TD WRIE OooGREENAC 6" 16" 200 0.069^ WIRETOJBOXWTOPOFHOODFAN: 01 EF-1 OD0WGHTH Du HT WITH LOCAL CODE REQUIREMENTS �°^�^^ `I;1 No CD Q 2 MAIN Front 144" 22" 6" MUA 10" 28" 815 0.238" 16 STA a %xv HOOD PANEL MUA 10" 28" 815 0.238" WIRE DIRECT o Z r I- TO STARTER 11 TO WIRET CONTROL ARD. RWMTEMP ,r WIRE TO KITCHEN TEMP SENSOR MOUNTED IN ROOM AWAY AC 8" 16" 200 0.069" DISCONNECT SENSOR FROM HEAT SOURCES.SEE MANUAL AC 8" 16" 200 0.089" „ FAN: 02 EF-2 HOOD PANEL AC 8" 16" 200 0.089" OAdvrnn# " R V TO ST-2 0 "F'.Ro DUCT SENSOR WIRE TO CONTROLB ARO. HWD1 • Oto•a wLT.my SENSORMWNIED IN EYJWART COLT RISER O�< WIRE DIRECT 19TO STARTER I, t7h o C ND-2 Series Specification WIRETO HOOD PANEL a. V Y p P•• DISCONNECT TO WIRE TO CONTROL BOARD. HOOD TA P 20 DUCTSENSOR BENSORMWNIEDIN FJWAUST WCT RISER "N The model I is an exhaust onlycanopy hood rated for all es of cooking FAN: 04 EF-3 o PY types 9 °Re wdq o R 11 equipment. The hood shall have the size,shape and performance specified on 21 C-1 " �:° l BeHOODPANEL c=o W R:IISV 4'LED LIGHT FIXTURE,RECESSED,COLOR - WIRE DIRECT D To drawings. WIRE DCDNTRDL BOARD. HDOD$ °_Y. Be TEMPERATURE 450OK-5500K,INCLUDES(2) TO STARTER WIRE To DUCTSENSOR SENSORMWNTFD IN E%HMIST WGT MSER+ ut 22 DISCONNECT V .O • N LED-312022N BULBS - „o y E Construction shall be type 430 stainless steel,with a#3 or#4 polish whereING m exposed.The manufacturer, ETL W ME c = mW�m MAYOR MAY NOT BE REOUIREO BASED ON JOBSITE and NSF shall determine the individual component construction. Construction SPECIFICATIONS �t o a H >No m shall be dependent on the 24 .- H d N v_ALL a FIELD WRAPPER 8.00"HIGH structural application to minimize distortion and other defects.All seams,joints .� `o „ m a m (SEE HOOD OPTIONS TABLE) and penetrations of the hood enclosure to the lower outermost perimeter that tt � ^ #'m �'0a 00 54" Zdirects and captures grease-laden vapor and exhaust gases shall have a !M8 Q N ° rp'n 8 0 3 liquid-tight continuous external weld in accordance with NFPA 96. The hood shall s' h >r ;,h 3 EXHAUST RISER be wall type with a minimum of four connections for hanger rods. Connectors A B c D E F G H I =;, W 3 FACTORY WIRING '' shall have 9/16"holes pre-punched in 1 Y2"x 1 '/"angle iron at the factory to UNLESS SPECIFIED OTHERWISE,A LFACTORY AC WIRING IB AWG.ALL FACTORV DC WIRING IB AWG. PUT END OF LINE PLUG MOTOR POWER CIRCUIT SCHEMATIC L °j SUPPLY RISER WITH allow for hanger rod connection b others. hQNH Es EMPWRJ45JACKS,PN:EOL12°A NOTE:IFVFO 1PH240VINPUT,USEL18L20NLY CIRCUIT BOARDS MIR m HANGING ANGLE 9 y � J9 220V N N-HMI Ilei. iAMiif'LT#!AS REQUIRED. IF VFD HAS 1PH 120V INPUT,USE LI4N ONLY. ECPNBG4G@0.1.33 RE VOLUME DAMPER _ $ L E�1 II71®e IllteLin F-- z 3/4" o The hood shall be furnished with U.L.classified filters, supplied in size and W" a CONTROL INPUT cJwi u 4 ECP p NO " IaS L 0A%W.ZSElB HMI Rev.2.00 23.5/o OPEN STAINLESS PP BK ZMHI=UW- 3P ICWr1E S6kGda ° STEEL PERFORATED PANEL quantity as required by ventilator. BK N7=NEUTRA ,15A @ m 15 PC AN yW �Tqp 24R�°6L 20"CAPTRATE SOLO The filters shall extend the full len th of the hood and the filler anels shall not be BK BREAKER.DO NOT 24V 8 9 1 1 1 1 1 co &HMSHDHNS. RELAY RELAY 9 P 3 co snlelded T, M.d opcl Lf%q® FILTER WITH HOOK BK SHUN TRIP + 24V + 12V 1 2 3 4 5 6 7 °0� t RAD2VFDS M,REFs No 4 a 74 No g" more than 6"in width. 2 SHUNT TRIP DC Dc J6 N1e°'° rw °�`TAUA"'�6K05°'D No z 1 1z NC BREAKER SEE PS01 PSL3 caLgys L Tx OFM 1H11tB48 COIL B 7 1 COL BK INSTALLATION D I°PPI D Hry 47 COMB 5 11 COM The hood manufacturer shall supply complete computer generated submittal BK SCHEMATIC FOR AC L AC D MMPM03AS FOLLOWS: 0 A A A A A 3"INTERNAL STANDOFF 22" drawings including hood sections ADDITIONAL REO. o" H o to., o M77IsgBI� c+ Lyra EFJ COMPONENT LIST sn e D OOH!1WK IB GR Z ECP +P RN 48 LABEL DESCRIPIIOH Revisions view(s)and hood plan view(s).These drawings must be available to the PANEL LIDn�-L:�� ; _ _ T u „SSE ED XP 025D s-% sw. 30"NOM. engineer,architect and owner for their use in construction, operation and J9 220V PEI, ECPMro sAMNE G NGS GRAPH 1 M LED O U� M 9 P -1 H M . Q ISSUED FOR LANDLORD REVIEW 3 BK BK WL NOTE:WI,amem EC%103J3 Yne m,n d°6y NaimU G% Cah-lr D1.21-2D15 24" maintenance. fr- �H7 M1°m°re mnPcn°ntb Y",mL"iN Eq,l2pl elatl 14AWG C$,STzl °L3 MrR MUM1 '"-� WH N1 COM".R PMEOL120AiiI.pk RJfSgM BE 0 i1 Tf GENT:106K12D10 FSI P SO.NVDC 2EHB®BWE®ABAI@NIN,FIELD WIRED FROM JB OF CORE BOARD 3PH BK L2 R~ T2 OVLn,93C10 FRMDn lc ISSUED FOR PERMIT Exhaust duct collar to be 4"high with 1"flange. Duct sizes, CFM and static 200 BK 95 "A M"""0P°T MmNtl 20 AMP HT 3OD RLNN6IDlrD D2-(M-2D15 ressure re uirements shall be as shown on drawin s. Static ressure C{ ECPM PCUA M(M HRd buM dl q) RDz NLC mOMmIT IS THE RESPONSIBILITY Pq9 P o OF THE GENERAL CONTRACTOR TO requirements shall be precise and accurate; air velocity and volume c Ce amoD u Dam. ENSURE THAT THE HOOD CLEARANCE information shall be accurate within 1-ft increments along the length of the 4 oL OL OL FROM LIMITED-COMBUSTIBLE AND COMBUSTIBLE MATERIALS ventilator. a a a N7 2 M.I z M2 2 2 M4 ` M. NB.mI IS IN COMPLIANCE WITH J7 2211V Al H1 H1 N1 Q LOCAL CODE REQUIREMENTS. U.L. incandescent light fixtures and globes shall be installed and pre-wired to a BK BK )q- -x RA-3-2 " M.� Lc. DwMN CMM 0/0 junction box. The light fixtures shall be installed with a maximum of 4'0"spacing BK BK WH N1 R08 Y me B " TMM BB4 23 on center and allow up to a 100 watt standard light bulb. 5 K Ra 2 E" RA-.q-1 , a°°. rom " w a° •1 -] 1 M8 1 M 1 M-,D .mm9 Q Aet MY.d.ICTCR BK 2 2 2 2 2 2 P"r. The hood shall have: B" 1 °L ECP $Y N N.A.FOR MODBIIa PER "�-xYPIB Q GREASE DRAIN OL IAAcewo VAGE Wp WITH REMOVABLE CUP -A double wall insulated front to eliminate condensation and increase rigidity. OL oL oL �4 48.0"MAX B RJG2 sM-1 RJG] sM1'D Fx The insulation shall have a flexural modulus of 475 El, meet UL 181 OL OL requirements and be in accordance with NFPA 90A and 90B. N7 q N1 m°a°a cR-I tMMe,Mm°M ry� 23" 6 q JUMPERFIRESYSTEM ��"M mopMusF00. Tv.+Metl Mo"ausFOR PX,IeyRBW 4�'J.�'ri7i3�CFn g An integral front baffle to direct grease laden vapors toward the exhaust filter PROGRAMMBLETIME H1 H1 ARS �H1E p Par "°r„° "_ P3 ua 1/Z C`4 G1h1Fc LEFT QUARTER END PANEL bank. 101 BK T-� BKa M1 C2D JUMPERC°RECONFACT <H1 AR BK B wH N1 RUC-3 RJO� SMI �� !G� Lo -A built-in wiringchase provided for outlets and electrical controls on the hood C .1 "' 65122PE: q� BL Pq BL BK WH (AJ face and shall not OG 8 RD- R02 DC+ CS1 H 7 TI- E, LEGEND 4'C 7• � MO°RSFOA T= .1OOBLlSFON -FYBDNW#JG BL 8 D-2 PR R02 BL C52 L#Irld P°M .M D I.N3GE VFO -FACigNYTU9G penetrate the capture area or require an external chase way. P' a B « Y n o Lo 80"AFF REFERENCE -Removable grease cup for easy cleaning. 7 1(A14 SPH BL uY cs3 Slee BK RA a '"" ECP D3 R SM-3 RJC-8 $MA �-a�oMVGYGREY E 4REG411" ,OCKET PN:70189-0 COIR FI CARE BRWANCE RPURP N L1 BL PR BLRslwaaayIRIMdyµyNffEThe hood shall be ETL Listed as"Exhaust Hood Without Exhaust Dam er", NSF H C -s ERCoR�,W T.i oRa-wasmPE 2no BL PR BL PR BK WH P°IrN L2 802 CS5 ECPM03Ex-1 AVVFO_, Listed and built in accordance with NFPA 96. Ap DON YAYVFD 2 W i-W x5 (n BL 8 RDs PR 02 MAKE UP AIR INTERLOCK VAV VFD3 CD 20VAUDIBI ACTNgTESIN FIRE. LIMPER LIMPER ECPN039r PRU EO DC+ VAV VF04 Z The hood shall be listed for 450°F cooking surfaces at 150 CFM/ft, 600°F a BL 7 P oz WH m s M P N DI 3 Jz A VAV NFU 5 AKA E EXPIRATION DATE JUNE 90.2+11(# H Nt _ _ 7 n BK K M NOODLES#819 TI... cooking surfaces at 200 CFM/ft,and 700°F cooking surfaces at 250 CFM/ft.The ANSWnC SW w1 DRIwINGTITLE EQUIPMENT AU°I FgNSI , J10 R D GENERAL DRIVE PARAMETER Jul DRY CONTACTS(SHOWN OE-ENERGIZED) SGE277071FP Y ° ECFMOJ SETTING$IPASSWnRD=235) hood shall be ETL Listed as"Exhaust Hood Without Exhaust Damper". Hopp LIGHTING 6DA9R6XDH AM �DLIGHTINGT R. p2.1 tv DG DESCRPT°NOFOPERAROI ��(; u AM RM1-1 14 AWG RA-1-2 BY OTHER � �I�FAKE "y$ppr„AM"D rim I M F.I rI IM 9 _ �D) )"`C Ml D.,m-x enol ON FIRE tvnn�MEm.,em SI a 02/04/2015 W YLI4AWG LL0�11 §7 ^DOD HT$ UMPER YL+4,GGN. DIPSW °NIOFF WITH Ml Roti LQ YL 14gWG HO $�' L P1w.� Fwl OFF VW FO. T„„w,sloiy"V°ran„„ tileeB@X6mN0®IPIITBpER2€IPtlw ln.0 c H OV2 ;p,,MpR�w,P".0°�".BP.a Date LL 9 '4 j1T MPER YL 14AWG ENSU a11,: 14 AWG R�$7 14MFC I�il YO„to,n"InuHu,"Iu,,. LC JUMPER P„1 03Ex-2 prypFP EXDMi6f F- lNN .e_NN, WITH FAN ONom 06/30/2016 > BSURF.Pus TO BBRIEWS E P`®,H NNA. DC DC+ SUP SICRY1 �l Expiration Date HOOD LIGHTING 09M1M95]�R$BWpI#4pM4dMA%EACH v�T 14AM RA-2-2 14AWG RA-3-2 U HK'NNG Ilq(lp1 Fm"pH00D �MPER YL 14AWG HOOD�HIS JUMPER A CGM-1 YW J1°M-°m--11'T I- )•`C ....,.,. I ENGINEER HOODLIGHTING3RDBREAKERBW#2.14WWMAX HOOD LIGHTING 4TH BREAuR.SW#2.14fgW MAX ' D ° III FR- OTr HEREBY CERTIFYTHAT THESE PLANS HAVE BEFNPRE- O VL t4AWG L S HOODI�IrHTS JUMPER YL I4AWG L HOOD Hrs JUMPER P Qp{ CELL- uA#MG Rq}1 10MID RkF2 .gB1m puwN BY 14� l^C �°« 2211551 PARED UNDER OWLEDG ,TSUPERVISION ANDTHATH ALL RULES, 0I OFF v OFF ttPE DATE OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, YM] 7 19014 REGULATIONS AND ORDINANCES OF PORTLAND,OREGON 14x 18x6 Box Ip DADNGECP#I.2 RELATING TO STRUCTURES AND BUILDINGS. tT 3 a SECTION VIEW - MODEL 5430ND-2-ACPSP-F ENGINEER of HOOD - #1 (MAIN) Drawn By Checked By ON OI HOOD - #2 (MAIN) CW SK X Scale Date AO rnlNONE 01-06-2015 ii =Air ce - - - - -- Job No. 3O I r=== - 14-2115 wWw.cBptiveaircom ST.LOUIS OFFICE O IT W 1]ZOWESTPgPKDR.,STEC80,PENTON,MO,fi302fiPHONE:(fi36)22551,3FN(:(919)22]d939EMAIL:reg]2@mptrrea'va.wm at NO. H1 . 0 I 3" 1 1 1 11 3' VHB-G Series Specification T_ O 11.)0. O o I I 1 11 V. o —� The VHB-G series heat/condensate hood is a single wall vent hood used in III non-grease applications for the removal of heat,vapor etc. Hood shall have III I the size, shape and performance specified on the drawings. 10. o" III 1 1n.[U1 am Construction shall be type 304 stainless steel with a#3 or#4 polish where 1 exposed. Hood shall have a full perimeter gutter with a 1/2"OD Bolt thread 1e.00' I I I I L — .00drain connection. Hood shall be wall or island type with fully welded 10 gauge I III — — — — — — — —— — — — — — — — —— — — — — — ——— — — — corner hanging angles.Corner hanging angles have a .625 x 1.500 slot _ _�_ _ _ __ __ _ _ _ _ __ _ __ _ — — _ __ __ _ _ _ _ Jj L - - - - - - - - - - - - - pre-punched at the factory, allowing hanging rods to be used for quick and - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 54" r 1— — — — — — — — — — — — — —— — —— — — — — — — — — — — — — — — — - 54' safe installations. Hanging rod and connection is provided by and installed by L.Listed4'LED Light U.L.Listed 4'LED Light 1 others. I fixture Fixture I ___ _ ___ ___ __ _ _ __ — _ _ — — _J The hood manufacturer shall supply complete submittal drawings including — —— — — — — — — —— hood section views(s)and hood plan view(s).These drawings must be made available to the engineer, architect and owner for their use in construction, operation and maintenance. 1 Exhaust duct collar to be 4"high with 1"flanges. Duct sizes,CFM and static 28" 28" 28' 28' pressure requirements shall be as shown on the drawings. Hood shall be ETL o Q Q Sanitation listed. w 10" 10^ to^ 10" L L 6 � 6 O 22" MUA Conneclbna MUA ConnMione 22" HVAC CannMN,p--- T- HVACC n s- Q 8• 8• 81. 8• 8• 8" U) O W 16' 1 16" 16' 1 16" Z � 72" 72" 72" 72" ^ CL C Z 36" 7 " - I 36" 7 ' I Q G O 24" 48" 48" 24' 48" 48" 0 Z M0 12'0.00"Nom./12'0.00"OD 12'0.00'Nom./12'0.00"OD W = CV LL.I PLAN VIEW - Hood #1 (MAIN) PLAN VIEW - Hood #2 (MAIN) 42" ,T— (f Q rn 12' 0.00" LONG 5430ND-2-ACPSP-F 12' 0.00" LONG 5430ND-2-ACPSP-F W 10� Q NOTE: Additional hanging angles provided for hoods 12'and longer. NOTE: Additional hanging angles provided for hoods 12'and longer. 0 L J 3: O W 0 Cl) o > _ Oda 0- -, Z � � v I - II 11 .om . l 30" 30" � o�•e r_ _ _ __ 1 r- - -- - 1r - -- - 1 r --- - - - -1r- - - - 1r- - - -Ir- - - -- - - T I I I II I I II II II I I I -"a I I I I 24.00" 1 11 6 24.0¢"1 11 I I I (D I I I II ❑ IE EI II O II II I I 5'0.00"Nom./5'0.00"oD o U _ 7. EA PLAN VIEW - Hood #3 (DISH) -° x� L- -- -- - J L- - - - - - JL --- -- - - - J L - - -- - - - - - - - - - - - - JL -- - JL - --- - --J__ _ _J I n �ZyZa N� ILL.� 5 0.00 LONG 4230VH6-G 1 g uo .e Ziac o �^ dm AUG ; — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I Q n f] MN 8co 42 FIELD WRAPPER 8.00"HIGH .. r- _ 36 EXHAUST RISER 10 (SEE HOOD OPTIONS TABLE) t: �" IN R 0 m Hood# 1 (MAIN) Hood#2 (MAIN) HANGING ANGLE F 4' r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I I zw I zw I I Revisions 30"NOM. ISSUED FOR LANDLORD REVIEW 01-21-2015 ISSUED �� 0 I 3� 29 I-29 1 B 1 B 02-04-2015 PERMIT DRAIN FULL Q 28 28 28 28 28 28 OO �-7 OF THE GENERAL CONTRACTOR TO PERIMETER (DN 39.25" 1 N 1 33.25' 3 .25IN ENSURE THAT THE HOOD CLEARANCE GUTTER FROM LIMITED-COMBUSTIBLE 10 11 34 AND COMBUSTIBLE MATERIALS 4.00" 12 IS IN COMPLIANCE WITH Q 88.00" 1 .00" 12.00' 12.00" 12.00' 8.00' 12.00" 12.00" 60.00" 13.00" 31.00" 1 .00" LOCAL CODE REQUIREMENTS. N 1NS 1NS 1NS c�S�� EF'9�`�?+ ��rcE5 PRO GIN 1NS 1NS 1NS 1NS 1NS 1NS 1NS 1NS O O O O O O O O O O PROVIDE PROTECTIVE 4 65122PE WIRE GUARDOREGON N System Size: ANSUL-3.0/3.0-WC Total FP required: 17 80"AFF REFERENCE S O� Hood # 1 12' 0.00" Long x 54" Wide x 30" High FOR ANSUL SYSTEM 'osF°T 25 N Riser# 1 Size: 16" Dia. OR 10"x 18" PULL STATION. FPH �• T°° z Hood # 1 Metal Blow-Off Caps included. COORDINATE LOCATION EXPIRATION DATf'. JUNE 30.201& Hood # 2 12' 0.00" Long x 54" Wide x 30" High a Riser# 1 Size: 16" Dia. OR 10"x 18" WITH ARCHITECT AND EQUIPMENT IX Hood # 2 Metal Blow-Off Caps included. ALL REQUIRED CODES BY OTHERS LU AND REGULATIONS °y042015 Qate W 06/30/2016 d O 34 Expiration Date UENGINEER I C4 HEREBY CERTIFY THAT]NESE PLANS HAVE BEEN PRE- = 07 Ot O) PARED UNDER MY SUPERVISION AND THAT TO THE BEST I 0 ❑ O ❑ c ❑ c ❑ c0 ❑ ❑ ❑ OF hrl KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, ?OD ,�O ? 7i5 15 co�.O O `y `4) T �. D`t >. N �. T `y T `y O O O O Tp REGULATIONS AND ORDINANCES OF PORTLAND,OREGON �` RELATING TO STRUCTURES AND BUILDINGS. Y E � Y 'EN �v — Em _ Em — fat — Eat _ Ed — E0 — Ed — fid �v `v � E � � Ev 'Ev 3 0 �'` ` 0 m'` x .E ` m 'x m m 'x m m 'x m m 'x m m 'x m m 'x 'x '>< E ` E SY 'x -x E 'x U A J 0 N J OJ fD O` ❑ U O` ❑ rn O` ❑ U O` ❑ fE O` ❑ fD O` ❑ (n O` ❑ (n A2 E O` Q '` J 'OJ (D O` J O OJ (n O a = o- - a a a a a a a a 0 = a F N a J ENGINEER Cl)oN > = o H > J= ao- Y= o Y= o Y= o Y= o Y= o YJ= Y= o Y= o (D CD ao- vJC c= o SECTION VIEW - MODEL 4230VHB-G I (a o mo ro o rno o 0 0)o 0 oto 0 0)o 0 0)o 0 oto 0 0)o 0 oto 0 0)o ro 0 0 0) m Drawn By Checked By o aUxw 0- L) ci I— za 3 = �0 = 00 3 = D6 � _ � 3 = � � _ � "x �o 3 = Do — zN � zN i� = `v c� = N � x � HOOD - #3 (DISH) of Cw SK x Scale Date rnl rn A --A —' NONE 01-06-2015 v / I �/ALNo. 3 „ W� = Job 0 -- -- , �. ST.LOUIS OFFICE 14-2115 O1]30 WEST PARK DR.,STE.C d D,PENTON,MO,63038 PHONE:(838)3353113 FA%:(919)]3]3939 EMAIL're9]2®wpYveaYe.wm Sheet NO. H2 . 0 EXHAUST FAN INFORMATION - Job#2211557 FAN FAN#1 USBI1 SBD-RM-EXHAUST FAN(EF-1) DISCHARGE FAN#2 USBII5BD-RM-EXHAUST FAN(EF-2) FEATURES: UNIT NIT TAG FAN UNIT MODEL# CFM ESP. RPM H.P. B.H.P. H VOLT FLA VELOCITY WEIGHT(LBS.) SONES 29112 -ROOF MOUNTED FANS -RESTAURANT MODEL 1 EF-1 USBI15BD-RM 2040 1.500 1544 1.500 1.0240 3 208 4.7 1554 FPM 273 17.3 16 3/8 13 1 18 3/4 -UL705 -UL762 2 EF-2 USBII5BD-RM 2040 1.500 1544 1.500 1.0240 3 208 4.7 1554 FPM 273 17.3 -HIGH HEAT OPERATION DIRECT DRIVE 350°F(176°C) -HIGH HEAT OPERATION BELT DRIVE 350°F(176°C) 4 EF-3 SIBD100A-CA 750 0.500 1230 0.250 0.1490 1 115 4.8 146 8.2 -HEAT SLINGER -GREASE CLASSIFICATION TESTING 5 EF-4 SIDD09OA-CA 350 0.500 1259 0.125 0.0560 1 115 1.7 110 7.1 1"SHAFT DIA. -2"DRAIN -MOTOR WEATHER COVER MUA FAN INFORMATION - Job#2211557 -FULLYSEALEDSCROLLHOUSING -SCROLL ACCESS DOOR FAN -FLANGE 1 1/4"-11 THRU 20. UNIT TAG FAN UNIT MODEL# BLOWER HOUSING CFM ESP. RPM H.P. B.H.P. 0 VOLT FLA WEIGHT(LBS.) SONES -FLANGE 2"-24 THRU 36. NO. 16 OPTIONS 3 MUA-1 A2-D.750-G15 G15-PB A2-D.750 3264 1.000" 1017 3.000 1.4970 3 208 9.5 838 14 353/4 341/4 BI-DISCHARGE ORIENTATION VERTICAL UPPER LEFT-CW INLET SIDE. B115-INLET CONNECTION STANDARD 16"FLANGED GREASE DUCT. GAS FIRED MAKE-UP AIR UNITS UTI LI TY SET GREASE CUP UTILITY SET-SPRING VIBRATION ISOLATORS-BI10 THRU Ell/EQUIVALENT SIZED FAN 23 7/8 UTILITY SET-INDOOR/OUTDOOR USE. ACTUAL AIR INPUT OUTPUT 00 UNIT TAG DENSITY? BTUs BTUs TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE G NORMAL TEMPERATURE TEST BELT DRIVE NO. 2'DRAIN. EXHAUST FAN MUST OPERATE CONTINUOUSLY _ 3 MUA-1 YES 268215 246758 70 deg F 7 in.w.c. - 14 in.w.c. Natural WHILE EXHAUSTING AIRAT 350°F(176°C)UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM,AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH O FAN OPTIONS L20 3/4 27 3/4" WOULD CAUSE UNSAFE OPERATION. FAN UNIT TAG OPTION (Qty. - Descr.) 22 32 5/8 Q NO. (4)ISOLATORS=USBI11,13&15 SUPPORT RAILS 0 1 EF-1 1 -BI - Discharge Orientation Vertical Upper Left-CW Inlet Side. Of 1 -BI15-Inlet Connection Standard 16" Flanged Grease Duct. 10" W 1 - Utility Set Grease CupQ 1 - Utility Set-Spring Vibration Isolators-BI10 Thru B11 /Equivalent Sized 4" 36" Z Utility Set- Indoor/Outdoor use. a 2 EF-2 1 -BI-Discharge Orientation Vertical Upper Left-CW Inlet Side. FAN#4 SIBD100A-CA-EXHAUST FAN(EF-3) z 1 -8115-Inlet Connection Standard 16"Flanged Grease Duct. FAN#5 SIDD09OA-CA-EXHAUST FAN(EF-4) 0 0 1-Utility Set Grease Cup 1 - Utility Set-Spring Vibration Isolators-B110 Thru 8111 /Equivalent Sized 211116"' Utility Set-Indoor/Outdoor use. 19 16" ,,�t Z N 3 MUA-1 1 -Motorized Backdraft Damper for A2-D Housing �{I FEATURES: �� = ti w 1 -AC Interlock Relay-24VAC Coil v/ Q 0 12" O -TWO FULL SIZE ACCESS DOORS PROVIDE EASY DISCONNECT SWITCH W O Q 1 - Low Fire Start ACCESS TO THE WHEEL, SHAFT AND BEARINGS Q > O j 1 - Inlet Pressure Gauge, 0-35" 1 -Manifold Pressure Gauge,-5 to 15"we -WHEELS ARE BACKWARDLY INCLINED r� 161/2 f- 191/2" -� w 0 00 4 EF-3 1 -Motor Cover- BSI/BSI HP 100/120. NON-OVERLOADING I �I( 0 CN Q 1 - 112-BDD Damper VARIABLE PITCH MOTOR PULLEY ALLOWS FOR FIELDI z C:) U 1 -Hanging Spring Vibration Isolators(Set of 4), For Indoor or Outdoor use with ADJUSTMENT AND SYSTEM BALANCING 8 5/8" Square Inline fans. o 5 EF-4 1 -112-BDD Damper -THERMAL OVERLOAD PROTECTION (SINGLE PHASE) 1 -Hanging Spring Vibration Isolators (Set of 4), For Indoor or Outdoor use with - UL705 AIRFLOW O •�••tl Square Inline fans. - MOTOR COVER SUPPLIEDg�p@g U c o P AMCA SOUND AND AIR CERTIFIED Mgym CURB ASSEMBLIES 'vgp �P ON l�- 201/2" .! 1„ O DUCT o n NO. FAN WEIGHT ITEM SIZE Sq DUCr OPTIONS e°m to 17 13/16°SQ MOTOR COVER-BSI/BSI HP 100/120. L 117/8" ` c- LL ID 1 #1 19 LBS Curb 4.000"W x 36.000"L x 10.000"H SIBD BELT DRIVE 1s 1 s0 DUCT U o O` 112-BDD DAMPER e V n E 2 #2 19 LBS Curb 4.000"W X 36.000"L X 10.000"H HANGING SPRING.VIBRATION ISOLATORS(SET OF 4),FOR INDOOR OR OUTDOOR USE d m tl C c0i& WITH SQUARE INLINE FANS. 15 5/16"SQ �-- �I m0 d 3 #3 76 LBS Curb 31.000"W x 79.000"L x 20.000"H Insulated Qt h�m mp C tgy dim 3 6✓ Qro. COM03: Direct Fired Heater Wring 777JGB 2211557-NOODLES 8819TIGARDOR24V-FCWR L. 3 , om1 a DRAWING NUMBER DF2211557.3 SHIP DATE 12/192014 MODEL A2-D.750G15 m O WTTENTION ELECTRICIANI ImalleU Ootims co DROP FOR DISCONNECT CONNECTION M°I"ae6 B"cV D,eM1Damper IS FACTORY SUPPLIED CONNECT POWER TO THE DROP CURB OUTER WALL m F- 0101 OiP3aRs TanD.C°MN 1 SW41 ST41 OL-01 BK LI T1 Ti BK _ 2 BK Tz T2• BK GR BK T3 T3 BK MT-01 Y4V�.Nb,M ReMy O yaeel Co MemMkeLb, 3 C'�-4 8K vte BK Cgai cam TR-01 FAN#3 A2-D.750-G15-HEATER(MUA-1) ROVISIOOS BK WH31-1 1.DIRECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 15"BLOWER a R. n,,, II�1.I 2.INTAKE HOOD WITH EZ FILTERS Q ISSUED FOR LANDLORD REVIEW MA"1 .«". a."w. I+N 3.SIDE DISCHARGE-AIR FLOW RIGHT->LEFT AIRFLOW Mr-Dz (LF12OS ISSUED F tvH Mrm swPy�"r m 4.MOTORIZED BACK DRAFT DAMPER 22.75"X 24"FOR SIZE 2 STANDARD&MODULAR DIRECT FIRED HEATERS W/EXTENDED SHAFT,STANDARD GALVANIZED S 15 DK z 1 aol sr°"°ymo", om CONSTRUCTION,3/4°REAR FLANGE, LF120S ACTUATOR INCLUDED ISSUED FOR PERMIT 5.COOLING INTERLOCK RELAY. 24VAC COIL. 120V CONTACTS. LOCKS OUT BURNER CIRCUIT WHEN AC IS ENERGIZED. 02-04-2015 6 s3 s+ ,3", ra,N„m, 6.LOW FIRE START. ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE POSITION, Q OL-01 ST-01 SW-03^ �� "N"�"di5i0d BK 95 BK At M7.GAS PRESSURE GAUGE,0-35",2.5-DIAMETER, 1/4"THREAD SIZE 7 8.GAS PRESSURE GAUGE,-5 TO+15 INCHES WC.,2.5"DIAMETER, 1/4"THREAD SIZE ° Q e aE-+D KW"Iarsr Pmlm SUPPLY SIDE HEATER INFORMATION: ZGBL P�1 NO BK CPS°2C OR C 10.1 RD Q - 9 BK c WINTER TEMPERATURE=0°F. TEMP.RISE=70°F. Q 246758 , _ NC °R S,ol B9D" FIRM BTUs OUTPUT BTUs AT ALTED TITUDE T C OF OTUAL A ftDENSITY 10 ° INPUT BTUs AT ALTITUDE OF 0.0 ft. 268216- s„m FLEX CONDUIT r 11 r1FOR FIELD r TS42 FW Mton Tl 0. NC ram v�.."r,�"" WIRING 953/4" BK oR T6a v°°sr"wmslxm°I Pn V) +x JUNE 4) OR EN'0 13 RD 373/8" 401/8" 421/8^ T + ; P11 0651122�%PE 2 WH 8 5/8" 18 3/4" 14 3C GY GY GY „s WRH02 WH oBR DL AM D.»" PN ° ° 17 jlREGON 15 40 Mff:EmTR-03 VA41 � No....^" RI LIFTING LUG a I26 5 a WHMOTORINFoAIRFLOW DIRECT FIRED MODULE7. 25, QIP �'A SUPPLY 3HP-2pBV3�TU O s PLOD owon7o:"'119°3°I(ciD°1p �- AIRFLOW Z OA U. l n _ _.._ea z.:^..,....- _ G 399/16" Q L^�IGnD F5�1 EXPIRATION DAT JU 30.20 U. LNL FR-01 16" SERVICE DISCONNECT to ELECTRICAL INFORMATION 363/4" SWITCH 1" NPT Lu BR 'I'M M MOTOR/CTRL CIRCUIT MOPP:ROp� 02/04/2015 to YW . BL BLOWER/MOTOR Date Q ACCESS DOOR o 0 06/30/2016 w > VAm 24"SERVICE Expiration Date IL 20 141/16" oo CLEARANCE REQ. Q 2 3 4 5 6 7 6 MA-01 NOTES "• •• DENOTESFIELDWIRING Lo"r�q�sTARr ENGINEER V 21 AMPYFlEA DENOTES INTERNAL WIRING 3 3/4" OI B` HEREBY CERTIFYTHAT THESE PIANS HAVE BEEN PRE- M -TERMINALS SI AND 60 USED ON PARED UNDER MY SUPERVISION AND THAT TO THE BEST RD VA-03 NFAAFSERIESACTWTOO 71'.3/16^ 1 TERMINAL 11 PROVIDES COOLING OF MV KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, Q) 2 BK CONNECnON� � m°..m. REGULATIONS AND ORDINANCES OF PORTLAND,OREGON 3 e4eO.Oc rw.reLLaw w-Ren 2U" RELATING TO STRUCTURES AND BUILDINGS. DID 23 TsaS �m a°Pi�c"Mv" 161/4" 161/4" 3 q.DRNG e.„a„F 0 M 20'EQUIPMENT CURB o Drawn By Checked By of 31" 79" CW SK Scale Date �I � NONE 01-06-2015 v / / �/ R _-_� _-- , , -_ - - - Job No. 3 -__ - 14-2115 0 ST.LOUIS OFFICE W,IW.mP4veair.PDm 0) 1720 WEST PARK DR.,SM.C&D,FENTON.MO,53026 PHONE:(636)2253113 FAX(919)22]5939 EMIUL:M720m0.... ,TSheet No. H3 . 0 HOOD INSTALLATION NOTES 4m ` 1. INSTALL OWNER FURNISHED UL LISTED TYPE 1 EXHAUST HOOD. 2. THE GREASE HOOD SHALL MEET THE REQUIREMENTS OF THE MECHANICAL CODE, NSF AND NFPA FOR A TYPE I HOOD. GENERAL NOTES 3. FIRE DEPARTMENT APPROVAL SHALL BE REQUIRED ON FIRE PROTECTION SYSTEM FOR GREASE HOODS AND DUCTS AS REQUIRED BY THE MECHANICAL 1W CODE AND AS REQUIRED BY THE FIRE CODE. A. CONTRACTORS AND SUB-CONTRACTORS SHALL CAREFULLY REVIEW THE 4. INSTALL OWNER FURNISHED CHEMICAL FIRE SUPPRESSION SYSTEM AS CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK REQUIRED BY NFPA 17A. IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET. B. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY 00 OTHERS, REQUIREMENTS OF THE OWNER,AND WITH THE CONSTRAINTS OF THE '1•f� EXISTING CONDITIONS OF THE PROJECT SITE.PROVIDE DUCT RISES AND DROPS AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION.NOTIFY GREASE EXHAUST DUCTWORK & HOOD W ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK. Ii C. DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC,SHOWING THE GENERAL SYSTEM SPECIFICATION LOCATION,TYPE,LAYOUT,AND EQUIPMENT REQUIRED.THE DRAWINGS SHALL O NOT BE SCALED FOR EXACT MEASUREMENT.REFER TO ARCHITECTURAL A. THE GREASE EXHAUST SYSTEM SHALL BE CONSTRUCTED SO THAT NO GREASE Q DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD WILL BECOME POCKETED IN ANY PORTION THEREOF AND SHALL SLOPE AT NOT �/� INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION LESS THAN 1/4"PER FOOT IF HORIZONTAL LENGTH UNDER 75 FEET LONG OR 1" ") 0 REQUIREMENTS. PROVIDE DUCTWORK,CONNECTIONS,ACCESSORIES,OFFSETS, PER FOOT IF OVER 75 FEET,BACK TO THE HOOD OR AS REQUIRED BY THE LOCAL AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM. AUTHORITIES. W - D. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS B. OPENINGS IN DUCT SHALL CONFORM TO CODE REQUIREMENTS AND SHALL BE Of APPROVED AND AMENDED BY THE GOVERNING CITY.PURCHASE ALL PERMITS PROVIDED FOR COMPLETE AND THOROUGH CLEANING OF DUCT SYSTEM. 7 Q ASSOCIATED WITH THE WORK.OBTAIN ALL INSPECTIONS REQUIRED BY CODE. L E. CONTRACT LANDLORD APPROVED ROOFING CONTRACTOR TO PERFORM ROOF C. GREASE HOOD TO EXTEND A MINIMUM OF 6"BEYOND THE COOKING SURFACE ON Q a SEALS FOR MECHANICAL EQUIPMENT ON THE ROOF. ALL OPEN SIDES OR AS REQUIRED BY LOCAL CODE. ^ U) O O Z MECHANICAL NOTES -r Q 00 UzM O SUPPLY AND RETURN AIR DUCTS DOWN FROM ROOFTOP UNIT.REFER TO ROOF 15 18"x24"SUPPLY AIR DUCT UP TO MAKE-UP AIR UNIT.REFER TO ROOF PLAN SHEET ( `^ N PLAN SHEET MP1.0 FOR CONTINUATION. MP1.0 FOR CONTINUATION. RTU-2 1 RTU-1 RTU-2 - V) Q> 0 O2 TRANSITION TYPE I EXHAUST FROM HOOD COLLAR TO 10"x18".ROUTE DUCT UP RTU-1 1 10 10"0 s O7 EFS 20 14"0 10 A W > Cr 16 TYPE I EXHAUST DUCT UP TO EF-1.REFER TO ROOF PLAN SHEET MP1.0 FOR J O AND BOTTOM TAP TO NEW 14"x`14"TYPE I EXHAUST DUCTWORK.EXTEND TYPE I CONTINUATION.REFER TO SHEET MP FOR GREASE DUCTWORK SPECIFICATION.SEE 1 5 �j z EXHAUST DUCTWORK AS SHOWN ON PLANS. REFER TO SHEET MP FOR DETAIL ON M3.0 FOR FIREWRAP INSTALLATION.MAINTAIN CLEARANCE FOR SERVICING EF-3 ADDITIONAL INFORMATION.SEE FIREWRAP INSTALLATION DETAIL ON M3.0. GREASE DUCT CLEANOUTS. 1 RTU-2 O `_, O PROVIDE VOLUME DAMPER OPERATOR IN GYP BOARD CEILING AREA.THE SPECIFICATION SHALL BE LOCKING HAND QUADRANT HANDLE AND AIR-TIGHT END 17 TYPE I EXHAUST DUCT UP TO EF-2.REFER TO ROOF PLAN SHEET MP1.0 FOR y_ 20"x30' ;' j CONTINUATION.REFER TO SHEET MP FOR GREASE DUCTWORK SPECIFICATION.SEE O BEARING WITH VENTFABRICS, INC.NO.677 CONCEALED DAMPER REGULATOR - - i C WITH 1/2"ROD N0.680 RIGHT ANGLE GEAR ASSEMBLYAND PLAIN CEILING DETAIL ON M3.0 FOR FIREWRAP INSTALLATION.MAINTAIN CLEARANCE FOR SERVICING EF-1 `� 1 �I ( t r G GREASE DUCT CLEANOUTS. TU-1 PAINTABLE COVER PLATE 9 ?� O 18 10"x10"EXHAUST DUCT UP ROOF. REFER TO ROOF PLAN SHEET MP1.0 FOR / T 4 TRANSITION TYPE 11 EXHAUST DUCT FROM HOOD COLLAR TO DUCT SIZE SHOWN. CONTINUATION. FIELD VERIFY ROUTING OF DUCTS PRIOR TO INSTALLATION.MAINTAIN 7 EXTEND DUCT UP TO ROOF MOUNTED EXHAUST FAN ABOVE.SLOPE DUCT 1/3" '"`1 � 1 I I I .f"-"! "I •o m,o CLEARANCES FOR SERVICING INLINE FAN,GREASE DUCT,ETC. - PER FOOT DOWN TOWARD HOOD.REFER TO ROOF PLAN SHEET MP1.0 FOR EF 2 CONTINUATION.SEE SHEET MP FOR ADDITIONAL INFORMATION. O 17 19 ROUTE MAKE-UP AIR DUCT UP HIGH TO MAINTAIN CLEAR SPACE FOR ACCESS TO • _. " ' .3 :. s _� ,o� .. O5 GREASE EXHAUST DUCT AND ANY CLEANOUTS.TRANSITION TO 28"x20". ".. – INSTALL OWNER FURNISHED GREASE EXHAUST HOOD.SUPPORT HOOD PER x _: • , 12 , ___ �1�a ' •+cPi MANUFACTURER'S INSTALLATION INSTRUCTIONS.PROVIDE TRAPEZE HANGERS 20 INSTALL OWNER FURNISHED IN-LINE EXHAUST FAN.MAINTAIN CLEARANCE AROUND I o a o 0 0 0 0 0 0 19 W" c o FOR ALL THREAD SUPPORT UNDER DUCTWORK AS REQUIRED.TRANSITION FROM — 1` v m HOOD CONNECTIONS TO WELDED KITCHEN EXHAUST DUCT SIZES SHOWN.DO FAN FOR SERVICING. ,I p 7 _ ' c= GO " a_LL W NOT PENETRATE THE HOOD WITH SCREWS OR RIVETS. 21 BOTTOM TAP MAKE-UP AIR DUCT PER SIZE SHOWN.MAINTAIN CLEARANCE AROUND `v I 0"x18' -o GREASE EXHAUST DUCT CLEANOUTS. x E © INSTALL OWNER FURNISHED TYPE II HOOD.SUPPORT HOOD PER / o"' C o MANUFACTURER'S INSTALLATION INSTRUCTIONS.PROVIDE TRAPEZE HANGERS HOOD 2 ,o •? mom a FOR ALL THREAD SUPPORT UNDER DUCTWORK AS REQUIRED.TRANSITION TO 13 _ 14-0 REA! 13 2 5 .;" 3 ., ;: , ,. �_ • o a y��m m DUCT SIZES SHOWN.DO NOT PENETRATE THE HOOD WITH SCREWS OR RIVETS. _ p "d`". md a il` 7 INSTALL(1)7 DAY PROGRAMMABLE THERMOSTAT WITH AUTO CHANGEOVER FOR B 1111 _ 14: 14 I ~n d m V�pU O EACH ROOFTOP UNIT OR THE CORRESPONDING REMOTE TEMPERATURE SENSOR - r— - - X- aro .- ao (S)AS INDICATED BY THE SYMBOL AT THE LOCATIONS SHOWN.ENSURE ..,,, �3°D r THERMOSTATS AND TEMPERATURE SENSOR ARE COMPATIBLE WITH ROOFTOP _ ', '� f UNIT. MOUNT THERMOSTAT AND SENSOR AT 48"A.F.F.. © RTU-1 SHALL BE CONTROLLED BY THE AVERAGE SIGNAL FROM(2)SPACE -., -, 1 v-- x--" X. r� Wig; ,. N 14" TEMPERATURE SENSORS O9 PROVIDE DUCT MOUNTED SMOKE DETECTOR.DETECTOR SHALL MEET REQUIREMENTS OF U.L.268A. INTERLOCK SMOKE DETECTOR TO SHUT DOWN UNIT UPON DETECTION OF SMOKE.PROVIDE SMOKE DETECTOR WITH AN _ at to . ANNUNCIATOR WITH PIEZO ALARM AND POWER LED'S FOR VISIBLE AND AUDIBLE �. i� :7. ; . ALARM SIGNAL,AND VISIBLE TROUBLE SIGNAL.MOUNT ANNUNCIATOR ON ROOM < l SIDE OF CEILING. (SYP1C,4f,) 10 PROVIDE BOTTOM CONNECTION TAP WITH VOLUME DAMPER IN THE NECK. '', .•1 250 !y.. �; ;`' Revisions PROVIDE DUCTWORK,VOLUME DAMPER,AND AIR DEVICE. ISSUED FOR LANDLORD REVIEW 01-21-2015 11 UNDERCUT DOOR 1". � F 24 =r•- ` ' ...- ,v ° `t - PERMIT 12 EXHAUST HOOD UTILITY CABINET, INTEGRAL WITH MAIN HOOD,COORDINATE •• 02-04-2015 ISSUED LOCATION,CLEARANCES AND ALL REQUIREMENTS WITH ALL TRADES. U L7 ! • ' ' '°" r 2 13 28"x10"DOWN FROM MAKE UP AIR SYSTEM.BALANCE TO 815 CFM s :'`�- �.--= 16 0 10 1 0 I : H s Q 14 in 16"x8"DOWN FROM ROOFTOP UNIT SYSTEM.BALANCE TO 200 CFM _ { TU-1 � - �0�•; 10 1 "0 -1250 A .D"XA8' O8 �� I •I. L' -1250 1 00 SEQUENCE OF OPERATION - ROOFTOPS $ B ( -- 0 RTU-1 SHALL BE CONTROLLED BY THE AVERAGE SIGNAL FROM(2)SPACE HEATING 32 I; o0 IT 4"x1 18" 14' 10 .ev TEMPERATURE SENSORS UPON SIGNAL FROM 7-DAY PROGRAMMABLE THERMOSTAT THE FAN SHALL BE DEENERGIZED AND OUTSIDE AIR DAMPER SHALL CLOSE. WHEN SPACE _ }I N ��FED PRO,( OCCUPIED MODE: OUTSIDES AIR DAMPER SHALL REMAIN CLOSED,FAN SHALL BE ACTIVATED ATEMPERATURE DROPS 2 DEGREES OR MORE BELOW UNOCCUPIED ND !NT, 12 36 -'."I 4"0 14' 14' c'\5'�F.�GiNEF9��y COOLING: FIRST STAGE OF GAS HEAT SHALL BE ACTIVATED. IF SPACE CONTINUES TO DROP j �` :"..: .. 2 -65122PE _ UPON SIGNAL FROM 7-DAY PROGRAMMABLE THERMOSTAT DURING AN ADDITIONAL 1 DEGREE,SECOND STAGE OF GAS HEAT SHALL BE ACTIVATED. OCCUPIED TIME,OUTSIDE AIR DAMPER SHALL OPEN TO MINIMUM SETPOINT AND WHEN SPACE TEMPERATURE RISES 2 DEGREES ABOVE SETPOINT,GAS HEAT ii ' :` 450 450 - d SUPPLY FAN SHALL BE ACTIVATED.IF SPACE TEMPERATURE RISES 2 SHALL BE SHUT OFF. FAN SHALL RUN AN ADDITIONAL 2 MINUTES AFTER GAS HEAT �9,.. `id �, A I OREGON rn DEGREES OR MORE ABOVE SETPOINT,FIRST STAGE OF COOLING SHALL BE SHUTS DOWN THEN FAN SHALL SHUT OFF. `'s S ENERGIZED.IF TEMPERATURE CONTINUES TO RISE AN ADDITIONAL 1 00'. 450 cCO+� DEGREE OR MORE,SECOND STAGE OF COOLING SHALL BE ACTIVATED. WINTER MORNING WARM-UP: ! - BFPy .G jNO� WHEN TEMPERATURE FALLS 2 DEGREES BELOW SETPOINT COMPRESSORS UPON SIGNAL FROM 7-DAY PROGRAMMABLE THERMOSTAT 1 HOUR PRIOR TO THE SHALL BE DEENERGIZED. SPACE BEING OCCUPIED THE OUTSIDE AIR DAMPER SHALL REMAIN SHUT AND GAS �_ RTU-2 N HEAT SHALL BE STAGED TO RAISE AND THEN MAINTAIN SPACE TEMPERATURE AT WHEN OUTSIDE AIR ENTHALPY DROPS BELOW THE RETURN AIR ENTHALPY, 70°F. { ? r - w C14 THE ECONOMIZER SHALL BE ENABLED.IF THE OUTDOOR TEMPERATURE IS Ll i I Z ABOVE THE COMPRESSOR LOCKOUT THERMOSTAT SETTING,THE FIRST INTERLOCK WITH EXHAUST FANS: -- —— — a a STAGE OF MECHANICAL COOLING SHALL BE ENABLED AS THE SECOND ROOFTOP UNITS SHALL OPERATE IN OCCUPIED MODE WHENEVER EF-1, EF-2 AND — — 02/042015 a STAGE OF COOLING. EF-3 ARE ENERGIZED. ( 0 { Date 0613012016 J / Expiration Date Q DUCT MOUNTED SMOKE DETECTORS: ZHEATING: ROOFTOP UNIT WILL BE DEENERGIZED UPON DETECTION OF SMOKE BY SMOKE Q UPON SIGNAL FROM 7-DAY PROGRAMMABLE THERMOSTAT DURING OCCUPIED DETECTOR. L "� - ( ENGINEER = TIME,OUTSIDE AIR DAMPER SHALL OPEN TO MINIMUM AND SUPPLY FAN SHALL BE I I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- ACTIVATED.WHEN SPACE TEMPERATURE FALLS 2 DEGREES OR MORE BELOW OCCUPIED COOLING SETPOINT: 75 DEGREES PARED UNDER MY SUPERVISION AND THATTO THE BEST SETPOINT,FIRST STAGE OF GAS HEAT SHALL BE ACTIVATED.IF SPACE OCCUPIED HEATING SETPOINT: 70 DEGREES 9AM-10:30PM _ OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, ON o TEMPERATURE CONTINUES TO FALL AN ADDITIONAL 1 DEGREE SECOND STAGE f REGULATIONS ANDTR STRUCTURES OFPORTLAND.BUILDINGS.DINGS. OF GAS HEAT SHALL BE ACTIVATED. WHEN TEMPERATURE RISES 2 DEGREES UNOCCUPIED COOLING SETPOINT: 85 DEGREES RELATING T°STRUCTURES ANDBU1LDINGS. �I ABOVE SPACE SETPOINT,GAS HEAT SHALL BE SHUT OFF. UNOCCUPIED HEATING SETPOINT: 55 DEGREES ] 10:30PM-9AM ENGINEER W RELATIVE HUMIDITY SETPOINT: 50% rn COOLING: v UPON SIGNAL FROM 7-DAY PROGRAMMABLE THERMOSTAT THE FAN SHALL BE MECHANICAL CONTRACTOR SHALL PROGRAM THERMOSTATS ACCORDING TO SET Drawn By Checked By DEENERGIZED AND OUTSIDE AIR DAMPER SHALL CLOSE. IF SPACE POINTS AND HOURS OF OPERATION. CW SK g TEMPERATURE RISES 2 DEGREES OR MORE ABOVE UNOCCUPIED SETPOINT, Scale Date I OUTSIDE AIR DAMPER SHALL REMAIN CLOSED,FAN SHALL BE ACTIVATED AND ANSUL SYSTEM ACTIVATION: 1/4"= 1'-0" 01-06-2015 rn COOLING SHALL BE ENERGIZED.WHEN TEMPERATURE FALLS 2 DEGREES BELOW UPON ACTIVATION OF ANSUL SYSTEM,SHUT DOWN MUA-1,RTU-1,AND RTU-2. v SETPOINT COMPRESSOR SHALL BE DEENERGIZED AND FAN SHALL SHUT OFF. PROVIDE RELAYS CONTACTS, INTERLOCKS,TRANSFORMERS,AND ALL ASSOCIATED / Job No. WIRING TO ACCOMPLISH SEQUENCE.MUA-1 IS ALREADY PREWIRED TO SHUT DOWN O MECHANICAL PLAN ^ _� 3 IN HOOD CONTROL PANEL.MECHANICAL CONTRACTOR SHALL INTERLOCK RTU-1 NORTH �F AND RTU-2 TO ALSO SHUT DOWN. 1/4"= V-0" rn 115 rn Sheet No. PLAN ml . 0 MECHANICAL SYMBOLS LEGEND ABBREVIATIONS: GENERAL REFERENCES/NOTATIONS: AFF/AFG ABOVE FINISHED FLOOR/GRADE ® BTU BRITISH THERMAL UNIT TAGGED NOTE DESIGNATION o CD CONDENSATE PIPING pE MECHANICAL EQUIPMENT DESIGNATION CFM CUBIC FEET PER MINUTE # ROOFTOP UNIT SCHEDULE DS DRY BULB MARK(RTU-#) 1 2 MANUFACTURER LENNOX LENNOX EAT ENTERING AIR TEMPERATURE DIFFUSER DESIGNATION AND CFM MODEL LGH15OS4B LGH090114B CFM NOMINAL TON 12.5 7.5 ESP EXTERNAL STATIC PRESSURE AIR FLOW(CFM) 5,000 3,000 OA FLOW(CFM) 1,200 850 LAT LEAVING AIR TEMPERATURE DOUBLE LINE DUCT SYMBOLS: AMBIENT OAT("F) 95 95 EXTERNAL STATIC(IN.W.C.) 1.50 1.50 NC NOISE CRITERIA DX COOLING COIL NEW SHEET METAL DUCTWORK&SIZE REFRIGERANT R-410A R-410A TYP TYPICAL 100 AMOUNT(LB-OZ) 14-0 15-0 ARI EER 11.0 12.5 WB WET BULB ® SUPPLY OR OUTSIDE AIR DUCT ARI NET CAPACITY(BTU/H) 138,000 93,000 W EAT(°F DB/WB) 80/67 80/67 MUA MAKE-UP AIR TOTAL(BTU/HR) 142,600 90,000 RETURN AIR DUCT SENSIBLE(BTU/HR) 109,800 69,153 SA SUPPLYAIR GAS HEAT GRILLES/DIFFUSERS: ® EXHAUST AIR DUCT (- Q Cn FUEL NATURAL GAS NATURAL GASuj INPUT(BTU/HR) 180,000 180,000 SUPPLY DIFFUSER J OUTPUT(BTU/HR) 144,000 144,000 Df ELECTRICAL I� 1��l� DUCTWORK TRANSITION LU Q VOLTS/O/HZ 208/3/60 208/3/60 = SIDEWALL MOUNTED SUPPLY REGISTER Of LL] MOTOR HP 5 3 UNIT MCA 70 48 RETURN GRILLE SUPPLY DUCT ELBOW UP OR DOWN z Q MOCP AMPS 80 60 ® U APPROX.WEIGHT(LBS) LBS) 1,500 1,500 ACCESSORIES 1 THRU 8 1 THRU 8 EXHAUST GRILLE RETURN DUCT ELBOW UP OR DOWN5� 0 NOTES 1 -3 1 -3 ` Z z ACCESSORIES EQUIPMENT: EXHAUST DUCT ELBOW UP OR DOWN O 1) FACTORY FURNISHED 14"HIGH SEISMIC ROOF CURB O I- Q 2) FACTORY PROVIDED 5 MINUTE DELAY ON COMPRESSOR RESTART. (®� ROOF MOUNTED EXHAUST FAN M J 3) FACTORY PROVIDED SINGLE ENTHALPY OUTSIDE AIR ECONOMIZER. DUCT ELBOW WITH FIXED TURNING VANES Z o6 C14 4) FACTORY PROVIDED POWER EXHAUST FAN. Fm® __1 = N Q 5) FACTORY PROVIDED DISCONNECT SWITCH MOUNTED AND WIRED. ROOFTOP UNIT DUCT BRANCH TAKE-OFF `^ U) 6 )FACTORY FURNISHED 7 DAY PROGRAMMABLE THERMOSTAT WITH L �--{ W LU PROVIDE RTU-1 WITH(2)REMOTE SENSORS AUTO-CHANGEOVER. OT THERMOSTAT-ELECTRIC { { ROUND SPIN-IN WITH DAMPER _ O ISI >> PROVIDE RTU-2 WITH(1)REMOTE SENSORS 7) FACTORY PROVIDED HAIL GUARD. Os TEMPERATURE SENSOR FLEXIBLE DUCTWORK Lu 8) FACTORY PROVIDED HORIZONTAL BAROMETRIC RELIEF DAMPER (MAX 6'-0"LENGTH) O � Q �- AND HORIZONTAL DISCHARGE KIT. OH HUMIDITY SENSOR O C'4 C_7 O NOTES Z r I- Z 1) SET MINIMUM OUTSIDE AIR AS SPECIFIED ABOVE.OUTSIDE AIR m DUCT SMOKE DETECTOR DAMPER SHALL FULLY CLOSE ON UNIT SHUTDOWN. 2) ELECTRICAL CONTRACTOR TO PROVIDE AND POWER GFI L- VOLUME DAMPER CONVENIENCE OUTLET.OUTLET TO BE MOUNTED ON UNIT ON A NON-REMOVABLE PANEL AND NOT ON THE UNIT NAMEPLATE. 3) RTU-1 THERMOSTAT SHALL AVERAGE SIGNAL FROM(2)REMOTE SYMBOLS LEGEND NOTES: C y o•O SENSORS 1. REFER TO SPECIFICATIONS AND PLAN NOTES FOR DETAILED DESCRIPTION OF ALL DEVICES SHOWN IN THIS SCHEDULE, PROVIDED BY THIS CONTRACTOR. Via€ .• n" c O� E p c 0 Co 00 ° co Ua Emdda '° �_-' '0 -m >o m �_ °°• VI oo a m Uo .,a � 0A m GRILLE, REGISTER, AND DIFFUSER SCHEDULE EXHAUST AND VENTILATION FAN SCHEDULE U a" gym C m300 MARK A B C MARK(EF-#) 1 2 3 4 MANUFACTURER TITUS TITUS TITUS MANUFACTURER CAPTIVE AIRE CAPTIVE AIRE CAPTIVE AIRE CAPTIVE AIRE Wof I MODEL TDC PAR-AA TDC MODEL USBI15BD-RM USBI15BD-RM SIBD100A-CA SIDD09OA-CA o TYPE LOUVERED FACE PERFORATED LOUVERED FACE UTILITY(UPBLAST UTILITY(UPBLAST TYPE INLINE INLINE `0 DIFFUSER CEILING DIFFUSER DIFFUSER POSITION) POSITION) m NECK SIZE(L"XW") SEE PLAN SEE PLAN SEE PLAN DRIVE TYPE BELT BELT BELT BELT _ ~ FACE SIZE(L"XW") 24"x 24" 24"x 24" 12"x 12" PERFORMANCE FRAME TYPE LAY-IN LAY-IN LAY-IN AIR FLOW(CFM) 2040 2040 800 350 FINISH BLACK WHITE WHITE EXT.STATIC(IN W.C.) 1.5 1.5 0.5 0.5 NOISE CRITERIA LEVEL <30 <30 <30 FAN SPEED(RPM) 1544 1544 1230 1259 (1)WIRE OF EACH PAIR ACCESSORIES OBD,STR STIR TRM,OBD,STIR ELECTRICAL 101kR REMOTE USED(TYPICAL) NOTES - 2 1 VOLTS/O/HZ 208/3/60 208/3/60 115/1/60 115/1/60 SENSOR MAKE-UP AIR UNIT SCHEDULE MARK D E F FAN MOTOR HP 1.5 1.5 0.25 0.125 18-2 WIRING SEE DETAIL 02a FOR RTU-1 MARK(MUA-#) 1 MANUFACTURER TITUS TITUS TITUS ACCESSORIES WP,RC,GDC,HK WP,RC,GDC,FAP,HK WP,BD,BS,SI WP,BD,BS,SI Revisions SEE DETAIL 02b FOR RTU-2 MANUFACTURER CAPTIVE AIRE MODEL 355FL PAR 355FL APPROX.WEIGHT(LBS) 300 300 150 110 ISSUED FOR LANDLORD REVIEW - MODEL A2-D.750-G15 TYPE 1/2"BLADE SPACING, PERFORATED 1/2"BLADE SPACING, SERVES HOOD 1 HOOD 2 HOOD 3 RESTROOMS WHT T T W2 a 01-21-2015 H1 H2 H3 CONFIGURATION DOWNFLOW 35°DEFLECTION CEILING DIFFUSER 35°DEFLECTION NOTES 1-2,4 1-2,4 1-3 1,3 / I ISSUED FOR PERMIT b DRIVE TYPE BELT NECK SIZE(L"XW") 22"x 22" SEE PLAN 10"x 10" ACCESSORIES 02-04-2015 PERFORMANCE FACE SIZE(L"XW") 24"x 24" 16"x 16" 12"x 12" BS-BIRD SCREEN;BD-BACKDRAFT DAMPER;GDC-GREASE DRAIN AND CUP;RC ROOF CURB; DISCONNECT AIR FLOW(CFM) 3264 FRAME TYPE LAY-IN LAY-IN LAY-IN WP-NEMA 3R DISCONNECT SWITCH;FAP-FAN ADAPTER PLATE;HK-HINGE KIT;SPRING ISOLATORS Q Y2 C 18-2 SWITCH r / I EXTERNAL STATIC(IN W.C.) 1.0 FINISH WHITE WHITE WHITE NOTES 18-2 I FAN SPEED(RPM) 1017 NOISE CRITERIA LEVEL <30 <30 <30 1) FAN FURNISHED WITH UNIT MOUNTED NEMA 3R DISCONNECT. Q Y1 - d DIRECT FIRED HEATER ACCESSORIES STIR TRM,STR TRM,STR 2) EF-1, EF-2,AND EF-3 MOTOR STARTERS WITH CONTACTORS ARE PROVIDED WITH HOOD CONTROL PANEL. FUEL NATURAL GAS NOTES - 2 - 3) EXHAUST FAN MOTORS SHALL HAVE INTEGRAL OVERLOAD PROTECTION. Q ^ I C e a - - - - W2 INPUT(CFH) 268,215 MARK G H I 4) FURNISH WITH GREASE GUARD SYSTEM. HEAT OUTPUT(CFH) 246,758 WHIT ( T )� i 1 G - f b - - - W1 HUM - - V OUT MANUFACTURER TITUS TITUS TITUS CONTROL NOTES: Q uuu \J I I ELECTRICAL MODEL 355FL 355FL TDC A) EXHAUST AND MAKEUP AIR SYSTEMS(EF-1,EF-2, EF-3, MUA-1)SHALL BE ENABLED BY A SWITCH(ON/AUTO/OFF)ON THE VOLTS/O/HZ 208/3/60 TYPE 1/2"BLADE SPACING, 1/2"BLADE SPACING, LOUVERED FACE MAIN COOKLINE HOOD. c I Y2 I I� GRD FAN MOTOR HP 3 35"DEFLECTION 350 DEFLECTION DIFFUSER EF-1 AND EF-2 SHALL OPERATE DURING BUSINESS HOURS.DURING NON-BUSINESS HOURS,FANS SHALL OPERATE VIA Q ^ APPROX.WEIGHT(LBS) 1000 NECK SIZE(L"XW") 22"x 22" 22"x 22" SEE PLAN TEMPERATURE SENSORS IN THE EXHAUST DUCT. �`.J1 VIN ACCESSORIES ALL EF-3 SHALL OPERATE DURING BUSINESS HOURS,AND BE OFF DURING NON-BUSINESS HOURS FACE SIZE(L"XW") 24"x 24" 24"x 24" 24"x 24" NOTES ALL g MUA-1 SHALL BE INTERLOCKED TO OPERATE WHILE EF-1,EF-2 AND EF-3 OPERATE.FRAME TYPE LAY-IN LAY-IN LAY-IN d 10kQ REMOTE e - - - - - ACCESSORIES FINISH WHITE BLACK WHITE RTU-1 AND RTU-2 SHALL BE INTERLOCKED 3 OPERATE WITH EF-1,EF-2 AND EF-3. RTU-1 AND RTU-2 SHALL OPERATE IN f65122FE PROFN I1) FACTROY POWERED NEMA 3R DISCONNECT SWITCH OCCUPIED MODE WHILE R T INT AND CK EARS O OPERATION. FSENSOR NOISE CRITERIA LEVEL <30 <30 <30 �'- - - - G MOUNTED AND WIRED. B) ELECTRICAL CONTRACTOR TO INTERLOCK EF-0 TO OPERATE WITH ALL TOILET ROOM LIGHT FIXTURES. INF `r/OA - h f G ACCESSORIES TRM,STR STR OBD,STR,TRM .'pTHERMOSTAT SET 2) FACTORY PROVIDED REMOVEABLE ACCESS NOTES •s'T020kD PANELS. LID1 9 r - J ACCESSORIES 3) FACTORY PROVIDED MOTORIZED INTAKE DAMPER. N 02a RTU-14) FACTORY PROVIDED WEATHER HOOD AND OBD-OPPOSED BLADE DAMPER;ASD-AIR SCOOP DAMPER; TRM-RAPID MOUNT FRAME;STR-SQUARE TO ROUND. ORECON I 81RDSCREEN ON INLET. N � ocP NOTES AIR BALANCE SCHEDULE s fn NOTES STARTER IS PROVIDED WITH HOOD 1) PROVIDE WITH A 2-WAY OR 3-WAY THROW ID INDICATED ON MECHANICAL PLAN. J�J'�pT 2J RQy LU ) EQUIPMENT RTU-1 RTU-2 EF-1 EF-2 EF-3 EF-4 MUA-1 TOTALS Fpy G TNI CONTROL PANEL. 2) RETURN GRILLE USED AS SUPPLY DIFFUSER.GRILLE SHALL BE WITHOUT PATTERN OUTSIDE AIRFLOW(CFM) 1,200 850 3,264 5,314 � In 2) UNIT IS WIRED WITH EF-1,EF-2 AND EF-3. CONTROLLER. W /'� /"� EXPIRATION DATE' 'N 0,20/(e U WHT I HI -( 1 W2 I a RTU TERMINAL STRIP RETURN AIRFLOW(CFM) 3,800 2,150 5,950 �J `/ SUPPLY AIRFLOW(CFM) 5,000 3,000 3,264 11,264 0 - - - I RTU-2 EXHAUST AIRFLOW(CFM) 2,040 2,040 800 350 5,230 T T W1 b Sig re Z BUILDING PRESSURE(CFM) 1,200 850 -2,040 -2,040 -800 •350 3,264 84 02/0412015 _ RESULTING BUILDING PRESSURIZATION(CFM) 84 Date Q Y2 c I 120/1 /60 W I 18-2 WIRING 06/30/1016 Q 18-2 I I Expiration Date d IL J �Il W 0 20kQ REMOTE I I,� ENGINEER W SENSOR B L - - - - - I- -I 1 I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE. O �� I - f ` - - - - - - - - - - - - PARED UNDER MY SUPERVISION AND THAT TO THE BEST l`"/r ANSUL SYSTEM OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, 04 RH I - g CONSPATACTS RELAY R2-2 RTU-2 RELATING TO STRUCTURES AND BUILDINGS. R2-11 RTU-1 REGULATIONS AND ORDINANCES OF PORTLAND,OREGON / rnI RC RETURN AIR SMOKE DETECTOR FURNISHED ENGINEER AND INSTALLED BY HVAC CONTRACTOR 00 3 Drawn By Checked By 0 - THERMOSTAT SET A - h NOTE: CW K TO 20kO CONTRACTOR IS RESPONSIBLE TO VERIFY Scale Date rnI CURRENT WIRING REQUIREMENTS WITH LENNOX 1/4"= 1'-0" 01-06-2015 02 b RTU-2 PRIOR TO INSTALLATION. Job NO. m 3 02 HVAC SENSOR / THERMOSTAT WIRING DIAGRAM 14-2115 0 CID NOT TO SCALE Sheet No. v M2 . 0 DISCHARGE;MIN 10 FT FROM ANY OUTSIDE AIR WRAPPED INSULATION COVERING RIGID ROUND DUCT FLEXIBLE DUCT CONNECTION INTAKES EXHAUST FAN;SEE 3.73xH SCHEDULE FAN SHALL BE CONNECTED TO EXHAUST DUCT BY <20 [ 30° A` A° RIGID ROUND SHEET METAL DUCT FLANGES SECURELY BOLTED OR BY A SYSTEM FOB FOT 1"X 20 GAUGE GALVANIZED SUPPORT STRAP MINIMUM 40", SPECIFICALLY LISTED FOR SUCH USE. H 30° A° q= BALANCING DAMPER PROVIDE DUCT EXTENSION AS SEE PLAN FOR DUCT SIZE REQUIRED. ACCESS DOOR ELEVATION PLAN INSULATED a ACCESS DOOR SUPPLY DUCT MOTOR WITH TRANSITION W/ FOB FOT WEATHER COVER DN ❑ EQUIPMENT A° A° SQUARE TO ROUND BALANCING HANDLE. LOCK INTO INSULATED FLEXIBLE DUCT ADAPTOR(IF REQUIRED) POSITION AND MARK PERMANENTLY. INSULATE BACKPAN OF FLAT ON BOTTOM PLAN A2 PROTECTION SADDLE DIFFUSER VIBRATION MINIMUM(3)DUCT TRANSITION FOB FOT ISOLATOR DIAMETERS DUCT OFFSET DA"12 DIFFUSER STARTER COLLAR(MINIMUM4"). i ROOF NOTES: 1) PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR"PANDUIT'DRAWBAND ON THE INTERIOR PLAN VIEW PLAN VIEW PLAN VIEW FLEXIBLE DUCT HELIX. SECURE THE INSULATION OVER THE DRAW BAND WITH AN ADDITIONAL CEILING 0) DRAWBAND. r 2) PROVIDE BEADING ON ROUND METAL DUCT 12"OR LARGER IN DIAMETER. L SUPPLY DIFFUSER WITH y100y.� EQUIPMENT SUPPORTS 3) PROVIDE MINIMUM 4"COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUCT TO ROUND DUCT, LAY-IN FRAME(SURFACE yy. DAMPERS AND DIFFUSERS. MOUNT FRAME SIMILAR) 45° A°/2 A° FOT 4) BAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATION W GREASE DUCT;ALL 1/2 W OVERLAP. n/ NOTE: W � 5) BALANCING DAMPERS SHALL BE INSTALLED AT ALL BRANCH DUCTS,AND ALL TAKE-OFFS 11 1. FLEXIBLE CONNECTORS SHALL NOT BE USED. WELDED CONSTRUCTION (4"MIN.) DA°/2 A° FROM MAIN DUCT. O 2. EXHAUST FAN SHALL HAVE A DRAIN DIRECTLY CONNECTED TO A READILY Q ACCESSIBLE AND VISIBLE GREASE RECEPTACLE NOT TO EXCEED I GAL. 3. FINAL INSTALLATION HEIGHT OF FAN SHALL BE DETERMINED BY DUCTWORK BRANCH DUCT ELEVATION ELEVATION ELEVATION Q ELEVATION. TFORLDUCTWORK LENGTHS UNDER DIFFUSER CONNECTION DETAIL- FLEX DUCT Of 1/4"PER FOOT FOR LENGTHS UNDER 75' 1"PER FOOT FOR LENGTHS 75'AND GREATER. NOTES: 1) ANGLE A=30°WHEN AIR FLOWS IN DIRECTION OF ARROW(SUPPLY AIR). NOT TO SCALE W 2) ANGLE A=20°WHEN AIR FLOWS IN OPPOSITE DIRECTION OF ARROW(RETURN OR EXHAUST). of OQ KITCHEN EXHAUST FAN DETAIL z D C8 NOT TO SCALE 05 LOW VELOCITY DUCT FITTINGS DETAIL Q C� NOT TO SCALE z Cn HVAC EQUIPMENT O 0 J GASKET Q 1. THERMAL CERAMICS FIREMASTER INSTALL UL LISTED LAG BOLT LAG BOLT z Ch FASTWRAP XL OR PYROSCAT XL IS TESTED FIRESTOP SYSTEM WITH EQUAL F AND T-RATING AT _x N W TO ASTM E2336 AND UL LISTED PER PENETRATIONS OF RATED ASSEMBLIES 18 GAUGE TIE DOWN W = N Q HNKT.G18 TO PROVIDE ZERO CLEARANCE RESTRAINT '^ Q r-- TO Q COMBUSTIBLES AND TO PROVIDE A 1- 1/2 IN.(13MM)STEEL BANDING COUNTERFLASHING V' OR 2-HOUR ENCLOSURE. THROUGH r_ x z PLACED 1-1/2 IN.(38MM) .^. ,. `• W PENETRATIONS FIRESTOP SYSTEMS ARE FROM TRANSVERSE JOINTSMIN. 1-1/2"GALVANIZED STEEL ANGLE IRON ; ROOFING J 0 Q TESTED IN ACCORDANCE WITH ASTM E 814 AND MAXIMUM 12 IN(305 MM)O.C. CROSS BRACE BOLTED TO UPRIGHTS. TREATED WOOD NAILER _ (UL 1479). ICC-ES APPROVAL PER REPORT "_ .. SECURED TO CURB ''° CANT STRIP Q (n ESR 2213 OR ESR 2832. -w -.. ALLOW MINIMUM 1/8"SPACE AT SIDES AND 1/2" ,S,t U) SPACE AT TOP BETWEEN DUCTWORK AND ANGLE ROOF CURB a#;,._ O 00 W 2 COMNFPPLIANT NT TO THE FOLLOWING CODES: }1}}} WELDED"GTO B SENIZEDSTEELANGLEIRON IRON. INSULATION a ROOFING O V_ O INTERNATIONAL MECHANICAL CODES - ''- }} ,,,,:,. Z r z UNIFORM MECHANICAL CODE. } - ROOF INSULATION CALIFORNIA MECHANICAL CODE ' ' 18 GAUGE GALVANIZED STEEL DUCTWORK °{ } COUNTERFLASHING. ROOF STRUCTURE 3.INSULATION APPLIED IN TWO LAYERS WITH " }} FRAME OPENING WITH TIGHT COMPRESSION JOINT ON BOTH 4x4 GALVANIZED STEEL BASE PLATE, FASTEN TO STEEL CHANNEL - •o m`• LAYERS AT ALL JOINTS. _ EQUIPMENT SUPPORT WITH(4)SCREWS. V c w 4.MINIMUM 16 GAUGE CARBON STEEL(OR 18 }�}}} • NOTE: 3/8"THROUGH BOLT,WASHERS, C «o om. 1. CURB SHALL BE TAPERED TYPE AND LOCKWASHERS,AND NUT,2 MINIMUM „a GAGE STAINLESS STEEL)RECTANGULAR ��_ • MATCH THE PITCH OF THE ROOF. SECURELY INSTALL BASE PLATE TO CURB. EACH CHANNEL 4) "'c OR ROUND GREASE EXHAUST DUCT °' - 2. SECURELY INSTALL CURB TO ROOF;USE � - ce FASTENERS AS REQUIRED BY ROOF NOTE: 1. CUT AND PATCH EXISTING ROOFING AS REQUIRED FOR NEW CURB INSTALLATION. �c=_m m 5.INSTALL UL LISTED AND LIQUID TIGHT = W m '7 THERMAL CERAMICS FASTDOOR XL FASTDOOR XL-UL CONSTRUCTION. FACTORY INSTALLED WOOD NAILER. 2. CURB SHALL BE TAPERED TYPE AND MATCH THE PITCH OF THE ROOF. U m- ACCESS DOORS AT ALL CHANGES IN LISTED DUCT ACCESS 3. IF REQUIRED BY ROOFING SYSTEM, A 3. CONTRACTOR TO PROVIDE TREATED WOOD BLOCKINGS AND SHIM FLAT ROOF CURB �' 4) AND 2-HOUR RATED FIBER CANT SHALL BE ADDED AT CURB d DIRECTION AND AT MINIMUM EVERY 20 FT / ON HORIZONTAL RUNS. INSULATION COVER BASE WHERE IT MEETS THE ROOF. i TILL LEVEL FOR ALL ROOFTOP U14ITS AND TO ACHIEVE ROOF CURB HEIGHTS. PROVIDE E �_' Sn� '1e„�- I r t >m 4. PROVIDE SUPPORTS AT EACH > ROOF CURB EXTENSION IF REQUIRED. Qt , o a N TRAVERSE JOINT OF DUCTWORK AND .� �^-"' >V-.ILL 6.SUPPORT HANGER SYSTEMS DO NOT NEED e, MAXIMUM 5'-0"ON CENTER. MINIMUM 8"HIGH. S V o ^ d m TO BE WRAPPED MOF DED THE HANGER ROOFTOP UNIT CURB DETAIL � � „" a►a1 3 RODS ARE MINIMUM OF 3/8 IN.DIAMETER 5. CUT AND PATCH EXISTING ROOFING AS .m o00 AND SUPPORTS ARE MINIMUM 2 X 2 X 1/8 IN. 1 1/2' (3d) REQUIRED FOR NEW CURB ROOFING MATERIAL. 02 NOT TO SCALE Q r o C(a STEEL ANGLE OR SMACNA EQUIVALENT - _ INSTALLATION. 6, L, 3 SUPPORTSYSTEM. ^ o r - w5 ''"^ '^'` N ' '' _° "�' '�. -. `` .� - �. ROOF INSULATION. W O 7.THERMAL CERAMICS DUCT WRAP SHALL BE n FASTDOOR XL �'`-°' e1 %,0M INSTALLED DIRECTLY ONTO THE DUCT AND UL LISTED- REINFORCED INSULATED SLOPE TOP @ 1/4"PER FOOT APPLIED FROM THE HOOD CONNECTION TO TIGHT COMPRESSION JOINT SHEET METAL. CAULK ALL �- THE CONNECTION TO THE FAN. r i rf i s s it i i rr i s i JOINTS,AND POSITION TO DEKTITE NEOPRENE COLLAR. ON BOTH LAYERS r'r s o it SHED WATER SECURE IN PLACE WITH SCREWS 8.THERMAL CERAMICS DUCT ENCLOSURE s rr s i i r° i i rr i i i - -- -- TO HOOD AND METAL BANDS SYSTEM SHALL BE INSTALLED IN STRICT o f r .+ r r r i COUNTERFLASHING WITH AROUND THE PIPES. SEAL ACCORDANCE WITH MANUFACTURERS FASTENERS @ 24"O.C. WATER TIGHT. INSTRUCTIONS AND UL LISTINGS. ROOFING CONSTRUCTION. W ANGLE OQ FIREWRAP INSTALLATION DETAIL BASE FLASHING W/ 9 NOT TO SCALE TYPICAL DUCT ROOF SUPPORT DETAIL FASTENERS @ 8"O.C. \ WOOD BLOCKING Revisions 06 0 NOT TO SCALE CANT STRIP ISSUED FOR LANDLORD REVIEW 01-21-2015 a ISSUED FOR PERMIT 02.04-2015 ROOF STRUCTURE ROOF INSULATION Q 03 PIPE ROOF PENETRATION 0 NOT TO SCALE Q 0 0 UP TO EXHAUST FAN f651�2N2P SEE PLANS FOR DUCTWORK SIZE EVERY 12' IF DUCT AND ROUTING6" MAX FROM CHANGE �OF DIRECTION GREATER THAN n 16'TOTAL FROM INLET TO FAN �40REGINl WELD DRIP SHIELD ALL AROUND 7. 2WELD 1" COLLAR ALL AROUNDPy U1 ROOF CURB, SEE TYPICAL 1EXPIRATION DAT ,JUW 30,20(f, DETAIL FOR MANUFACTURER - - a " MODEL AND INSTALLATIONFASTEN COUNTERFLASHING TO DIRECTIONS. CURB WOOD NAILER WITH SCREWS, J 6" ON CENTER Dam 02/04/2015 LU s 0 Expiration Date z 8' FROM CORNERS NOTES: Q ENGINEER ELEVATION VIEW 1. ACCESS PANEL SHALL BE "FLAME GARD" MODEL ACC-10X6 ROOF CONSTRUCTION W I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- F- ( OR APPROVED EQUAL ) DUCT RISER, SEE DRAWINGS FOR PARED UNDER MY SUPERVISION AND THAT TO THE BEST DUCT SIZES OF MY KNOWLEDGE,THE SAME COMPLY WITH All RULES, z 2. INSTALL ACCESS PANELS IN TYPE 1 ( MAIN HOOD SYSTEM ) REGULATIONS ANDSTRUCTURES RUCTURof PORTLAND,BUILDINGS.DINGS. I COORDINATE WITH GENERAL CONTRACTOR: AND TYPE 2 PASTA AND DISH SYSTEM EXHAUST FASTEN DUCTWORK TO MOUNTING RELATING TO STRUCTURES AND BUIL DINGS. Cl)l ( ) FLANGE WITH SOLID POP RIVETS 6" FLANGED CONNECTION WITH 1. ACCESS PANEL SHALL BE SIDE MOUNTED AND ACCESSIBLE DUCTWORK. ON CENTER NEOPRENE GASKET, FASTEN WITH 0) 2. FROM THE NOODLES SPACE. 3. INSTALL ONE ACCESS PANEL AT EACH CHANGE OF SCREWS6" ON CENTER ENGINEER 00 ,3. DO NOT LOCATE ABOVE ELECTRICAL ITEMS ( LIGHTS, DIRECTION. NOTE: 3 SPEAKERS, ALARM SENSORS ) 4. INSTALL ONE ACCESS PANEL 8' FROM EACH CORNER. COUNTERFLASHING DRIP SHIELD AND EXPOSED DUCTWORK SHALL BE MINIMUM 18 GAUGE, Drawn By Checked By o DO NOT LOCATE WITHIN 3' OF STRUCTURAL BEAM. 5. INSTALL ONE ACCESS PANEL EVERY 12'ON ANY GALVANIZED STEEL AIR-TIGHT CONSTRUCTION. CW SK co HORIZONTAL RUN AFTER THE FIRST PANEL THAT WAS Scale Date EXHAST DUCT ACCESS INSTALLED AT 8' IF DUCT RUN IS LONGER THAN 16' AS SHOWN 01-06-2015 6. INSTALLATION ON DUCTWORK SHALL CONFORM TO ALL 0 /I DUCT THRU ROOF DETAIL 3 07 PANEL INSTALLATION MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS. 4 NOT TO SCALE Job 1 4-21 1 5 NOT TO SCALE Q rn rn Sheet No. M3 . 0 SUPPORT STRUCTURE SUPPORT STRUCTURE SCB ATTACHED TO TOP OF JOIST WITH JAH __ w The JAH is used to attach solid or cable ROD COUPLING braces to the top cord of barjoists.Attachment ROD COUPLING MASON TYPE SSB MASON TYPE SRC OR UR SEISMIC ROD CLAMP IF REQUIRED. to the lower cord is not recommended. 'A MASON MASON TYPE SSB MASON TYPE SRC OR UR SEISMIC BRACKET SEISMIC BRACKET SEISMIC ROD CLAMP IF 1 1 REQUIRED. \ THREADED ROD "E"TAPPED HOLE 1 THREADED ROD 1 `ROD STIFFNER ANGLE OR STRUT IF REQUIRED. IN DUCTILE IRON CASTING.BOLT A _-.�...x. .r.M....�,...w _' nn=� ROD STIFFNER ANGLE OR BY OTHERS -- BOLT LENGTH IS STRUT IF REQUIRED. ANGLE LEG LENGTH PLUS 1 1/2"(40mm) " DUCT ROD COUPLING FOR 1 DUCT OD COUPLING FOR ® MINIMUM LOWER ROD ATTACHMENT. LOWER ROD ATTACHMENT. 00 ADDITIONAL UPPER SUPPORT T 'FF STIFFEN DUCT ADDITIONAL UPPER SUPPORT T STIFFEN DUCT PEZE SUPPORT W \\\ STRUCTURAL mr=r TRAPEZE SUPPORT STEEL BEAM I ® � ) O SCBV-SEISMIC CABLE AIRCRAFT CABEL I E 0 __ - i BRACE VISE REF. PAGE X3 B =., _ STEEL BRACE M UM O ' .._' MASON TYPE SCBH �• SEISMIC BRACKET ,y N0. 10 SELF-TAPPING 9'-6" O. 10 SELF-TAPPING SHEET METAL SCREWS SHEET METAL SCREWS e . MAXIMUM O IN.O.C.TOP MASON TYPE SSB MAXIMUM 12 IN.O.C.TOP LIJ - i 1 IN. AND BOTTOM SEISMIC BRACKET IN. I AND BOTTOM o z Q D NEOPRENE ® V C FRICTION L.L MAXIMUM SCB/SSB LOADS WASHERS TO STRUCTURE UP TO 1:1 BRACE ANGLE Z SCB or SSB O J SCBV TENSION' SHEAR LONGITUDINAL SEISMIC CABLE BRACE LONGITUDINAL SEISMIC SOLID BRACE O ~ Q SIZE lbs(kN) lbs(kN) � 1 () TYPE JAH DIMENSIONS inches (mm) 03 FOR RECTANGULAR DUCT O FOR RECTANGULAR DUCT L) _ ( s ) 06 z cel p 1 690(3.1) 690(3.1) Max. LU Load lbs (kgs) NOT TO SCALE NOT TO SCALE CV 2 1450(6.5) 1450(6.5) Size SCB/SSB Size A B C D E SCB SSB Q P- 3 0 2230(10.0) 2230(10.0) JAH-0 SCB-0 3 (76) 3/4 (19) 1 7/8 (48) 1 3/4 (44) 3/8-16UNC 500 (227) - 'FOR UP TO 1.5:1 OR 2:1 BRACE ANGLE, JAH-1 SCB/SSB-1 3 (76) 3/4 (19) 1 7/8 (48) 21/4 (57) 1/2-13UNC 975 (442) 1500 (680) WO Q MULTIPLY BY 1.2 OR 1.3 RESPECTIVELY. JAH-2 SCB/SSB-2 3 (76) 3/4 (19) 21/8 (54) 3 (76) 5/8-11 UNC 2050 (930) 3000 (1361) JAH-3 SCB/SSB-3 3 76 3/409) 21/2 (64) 33/4 (95) 3/4-10UNC 3150 1429 5000 2268 ""/ � Q 3r(nU) { SUPPORT STRUCTURE MASON TYPE SSB SUPPORT STRUCTURE O 00 Of W SEISMIC BRACKETO N Q O JOIST- ATTACHEMENT HARDWARE ROD z o 05 VF= z ROD COUPLING MASON TYPE SRC OR UR MASON TYPE SSB SEISMIC ROD CLAMP IF SEISMIC BRACKET MASON TYPE SRC OR UR REQUIRED. SEISMIC ROD CLAMP IF THREADED ROD ss� • o m n 1 REQUIRED. gq�U a o"• THREADED ROD C d o 1 1 ROD STIFFNER ANGLE OR — m STRUT IF REQUIRED. a H ROD STIFFNER ANGLE OR STRUT IF REQUIRED. _ —LL m I / fY \ c c ADDITIONAL UPPER ? DUCT` ROD COUPLING FOR U ° LOWER ROD ATTACHMENT. DUCT `ROD COUPLING FOR U m -oo N �E SUPPORT TO STIFFEN o LOWER ROD ATTACHMENT. y �`^ y ADDITIONAL UPPER \ d C Wm DUCT .�.. — SUPPORT TO STIFFEN p� mpo m ASBH OPTIONAL NO. 10 SELF-TAPPING tii DUCT 1 IN, 8dmt " °°' N[�]�a c NO. 10 SELF-TAPPING o® .n—�+ >V—=ILL-05 SHEET METAL SCREWS d d Is Me ATTACHMENT MAXIMUM 12 IN.O.C.TOP SHEET METAL SCREWS � U o n `� AND BOTTOM MAXIMUM 12 IN.O.C.TOP y m d Up 3 SEISMIC RESTRAINT SCHEDULE ----- �--1 F i�---y AND BOTTOM UQnp0 oo 80D TRAPEZE SUPPORT TRAPEZE SUPPORT 's PROVIDE SEISMIC SWAY BRACE ON ALL SUSPENDED PIPING PER 2012 IBC. SEISMIC SWAY BRACES SHALL CONSIST OF GALVANIZED STEEL AIRCRAFT » _ . . . CABLES OR STEEL ANGLES/CHANNELS. STEEL AIRCRAFT CABLES SHALL BE ® ® m AIRCRAFT CABEL "R PRESTRETCED TO ESTABLISH A CERTIFIED MINIMUM MODULUS OF ELASTICITY. STEEL BRACE CABLE BRACES SHALL BE DESIGNED TO RESIST SEISMIC TENSION AND STEEL IAS MAXIMUM 9'-6" � BRACES SHALL BE DESIGNED TO RESIST BOTH TENSION AND COMPRESSION MASON TYPE SCBH V— LOADS WITH A MINIMUM SAFETY FACTOR OF 2. BRACE END CONNECTIONS SHALL SEISMIC BRACKET MASON TYPE SSB BE STEEL ASSEMBLIES THAT SWIVEL TO THE FINAL INSTALLATION ANGLE. DO SEISMIC BRACKET NOT MIX CABLE AND STEEL BRACES TO BRACE THE SAME SYSTEM. STEEL ANGLES, WHEN REQUIRED, SHALL BE CLAMPED TO THE THREADED HANGER RODS AT THE SEISMIC SWAY BRACE LOCATIONS UTILIZING A MINIMUM OF TWO DUCTILE ]RON PREAPPROVALCLAMPS. THE BRACING GE Revisions R" NUMBER FROMA RECOGN ZED GOVERNM NT AG NCYTRANSVERSE SEISMIC CABLE BRACE TRANSVERSE SEISMIC SOLID BRACE SHOWING MAXIMUM RESTRAINT RATINGS VERIFYING ITS CAPABILITY TO RESIST ISSUED FOR LANDLORD REVIEW SEISMIC FORCES. CABLE BRACE ASSEMBLIES SHALL BE TYPE SCB, STEEL BRACE 0 /� FOR RECTANGULAR DUCT 0 FOR RECTANGULAR DUCT 01-21-2015 ASSEMBLIES SHALL BE TYPE SSB, ROD CLAMPS SHALL BE TYPE SRC, PIPE CLEVIS L•r• NOT TO SCALE NOT TO SCALE ISSUED FOR PERMIT 02-04-2015 BRACES SHALL BE TYPE CCB AND MULTIPLE ANCHOR LOAD DISTRIBUTION BRACKETS SHALL BE TYPE SLDB ALL AS MANUFACTURED BY MASON INDUSTRIES, Q INC. OR EQUAL AS APPROVED BY LOCAL AUTHORITIES. 0 0 A A r EF�Pj�PE t a- OREGON M ✓�s PH 6 5t,o} �5 O E%PIRATICN DATE AUNE 20111. N •t N rn J7u," 02/04/2015 i— Date W 06/30/2016 Expiration Date Z Q ENGINEER (n W f— I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE. O PARED UNDER MY SUPERVISION AND THAT TO THE BEST Z OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGONI RELATING TO STRUCTURES AND BUILDINGS. co ENGINEER �I GO 3 Drawn By Checked By CW SK Cl) 2 Scale Date 0) AS SHOWN 01-06-2015 Do a Job No. 14-2115 CD °' Sheet No. M3 . 1 GENERAL MECHANICAL REQUIREMENTS GENERAL MECHANICAL SPECIFICATIONS GENERAL PLUMBING REQUIREMENTS PLUMBING SPECIFICATIONS 1. HVAC SUBCONTRACTOR SHALL PROVIDE AT BID TIME A BID TO PROVIDE PROVIDE EQUIPMENT INDICATED ON THE DRAWINGS,AND AS REQUIRED FOR A DUCT TURNING VANES: 1. GC'S PLUMBING CONTRACTOR SHALL COORDINATE UTILITY WORK, THE WORK INCLUDES MODIFICATION TO THE EXISTING PLUMBING SYSTEM AND CLEANOUTS: PREVENTATIVE MAINTENANCE SERVICES FOR ONE YEAR. COMPLETE FUNCTIONING SYSTEM. PROVIDE FABRICATED TURNING VANES AND VANE RUNNERS,CONSTRUCTED IN PLUMBING, AND GAS,WITH NOODLES&COMPANY'S COORDINATOR. UPON PROVIDING NEW MATERIALS,FITTINGS AND ACCESSORIES NECESSARY FOR A PROVIDE CLEANOUTS AT THE END OF EACH HORIZONTAL RUN,AND AT THE BASE ACCORDANCE WITH SMACNA"HVAC DUCT CONSTRUCTION STANDARDS". AWARD OF CONTRACT GENERAL CONTRACTOR WILL COMPLETE AND COMPLETE FUNCTIONING PLUMBING SYSTEM.THE WORK ALSO INCLUDES OF ALL VERTICAL WASTE AND DRAIN PIPES.CLEANOUTS SHALL BE OF THE SAME 2. HOOD SUBCONTRACTOR SHALL PROVIDE AT BID TIME A BID TO PROVIDE DEFINITIONS: PROVIDE TURNING VANES CONSTRUCTED OF CURVED BLADES,SUPPORTED ROUGH-IN AND FINAL CONNECTIONS TO FOOD SERVICE EQUIPMENT AND SIZE AS THE PIPES THEY SERVE,CONFORMING TO CODE REQUIREMENTS. PREVENTATIVE MAINTENANCE SERVICES FOR ONE YEAR. FURNISH MEANS TO SUPPLY AND DELIVER TO PROJECT SITE, READY FOR WITH BARS PERPENDICULAR TO BLADES,AND SET INTO SIDE STRIPS SUITABLE FORWARD ALL UTILITY INFORMATION FOR TRANSFER OF SERVICE FROM BEVERAGE DISPENSING EQUIPMENT PROVIDED BY OTHERS.ALL WORK SHALL BE PROVIDE SUITABLE WALL OR FLOOR CLEANOUTS WITH ACCESSORIES TO INSTALLATION. FOR MOUNTING IN DUCTWORK.FOLLOW SMACNA GUIDELINES FOR SPACING LANDLORD'S NAME TO INTO NOODLES&COMPANY'S NAME. IN ACCORDANCE WITH STATE AND LOCAL CODES AND/OR ORDINANCES AND IS OBSCURE FROM VIEW. 3. NOODLES&COMPANY RESTAURANT HAS A NATIONAL ACCOUNT INSTALL MEANS TO PLACE IN POSITION AND MAKE CONNECTIONS FOR SERVICE SUPPORT,AND CONSTRUCTION.ALL BLADES SHALL BE DOUBLE THICKNESS 2. GC'S PLUMBING CONTRACTOR SHALL INCLUDE IN BID ANY MODIFICATIONS SUBJECT TO INSPECTION. AGREEMENT WITH LENNOX INDUSTRIES AND WILL BE PURCHASING LENNOX OR USE. AIRFOIL TYPE. WATER DISTRIBUTION PIPING: TO EXISTING FIRE SPRINKLERS SYSTEM REQUIRED FOR NEW TENANT EQUIPMENT DIRECT. GENERAL CONTRACTOR SHALL PROVIDE ALL OTHER PROVIDE MEANS TO FURNISH AND INSTALL,COMPLETE AND READY FOR HOOK-UP CHARGES,PERMITS AND ALL OTHER EXPENSES RELATED TO A LAYOUT WATER PIPING SO THAT THE ENTIRE SYSTEM CAN BE DRAINED. HOT EQUIPMENT.INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO RECEIVE INTENDED USE. FLEXIBLE DUCT CONNECTORS: IMPROVEMENT WORK. COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE INCLUDED AS A PART OF AND COLD WATER PIPING SHALL BE 1/2"MIN.TYPE L COPPER TUBING WITH AND INSPECT ALL UNITS FOR ANY DAMAGE INCURRED DURING SHIPPING PROVIDE U.L.LABELED 30 OUNCE NEOPRENE COATED FIBERGLASS FABRIC 3. ALL EXPOSED DRAIN PIPES AND CONDENSATE DRAINS IN KITCHEN ARE THIS SECTION. WROUGHT COPPER FITTINGS AND SWEAT CONNECTIONS.PIPING SHALL AND REPORT ANY DAMAGE TO BOTH NOODLE'S&COMPANY AND LENNOX. WARRANTY: DUCT CONNECTORS. COPPER TYPE"M"WITH WALL OR FLOOR SUPPORTS CONFORM TO ASTM B42,AND ASTM B88 STANDARDS PER STATE AND LOCAL ALL DAMAGE MUST BE RECORDED ON THE SHIPPING BILL OF LADING. PROVIDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE PARTS WARRANTY: CODES AND/OR ORDINANCES.PROVIDE WATER HAMMER ARRESTERS AT EACH AND MATERIALS AS REQUIRED FOR ONE YEAR AFTER SUBSTANTIAL TESTING AND BALANCING: 4. ALL HOT WATER LINES IN ENTIRE PREMISES SHALL BE INSULATED PER PROVIDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE PARTS FIXTURE OR GROUP OF FIXTURES AS REQUIRED. INSTALL CHROME PLATED LENNOX WILL SUPPLY THE INSTALLING CONTRACTOR A LIST OF ALL UNITS COMPLETION OR OWNER ACCEPTANCE OF THE COMPLETED PROJECT.PROVIDE GENERAL CONTRACTOR SHALL CONTRACT DIRECTLY WITH SUPERIOR INC.TO PLANS AND SPECIFICATIONS AND/OR PER DIRECTION OF NOODLES& AND MATERIALS AS REQUIRED FOR ONE YEAR AFTER SUBSTANTIAL BRASS ESCUTCHEON PLATES AT ALL PENETRATIONS THROUGH FINISHED AND ACCESSORIES BEING SUPPLIED ON THE PROJECT. IN ADDITION, A SEPARATE LINE ITEM DEDUCT AMOUNT ON THE PROPOSAL FORM TO DELETE PROVIDE A THIRD PARTY TEST AND BALANCE OF THE HVAC SYSTEM.THE COMPANY'S CONSTRUCTION MANAGER. COMPLETION OR OWNER ACCEPTANCE OF THE COMPLETED PROJECT.PROVIDE SURFACES(INCLUDING CABINET INTERIORS).USE TIN-ANTIMONY SOLDER,95/5 COMPLETE SUBMITTALS WILL ALSO BE SUPPLIED. A PROJECT SHIPPING WARRANTY SERVICE,AT THE OWNER'S OPTION. CONTRACTOR SHALL INCLUDE GENERAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE TEST AND A SEPARATE LINE ITEM DEDUCT AMOUNT ON THE PROPOSAL FORM TO DELETE FOR ALL SWEAT FITTINGS OF COPPER PIPING.ALL SOLDERED JOINTS SHALL INFORMATION SHEET WILL BE INCLUDED WITH THE SUBMITTALS TO BE ONE YEAR WARRANTY ON OWNER FURNISHED EQUIPMENT. CONTRACTOR BALANCE.CONTACT SUPERIOR INC.(ERIC HOLCOMB)@(800)222-1819 AND(615) 5. ALL FLOOR SINKS ARE TO BE PORCELAIN COATED CAST IRON WITH WARRANTY SERVICE,AT THE OWNER'S OPTION. CONFORM TO ASTM B32. PLASTIC PIPING IS NOT ACCEPTABLE FOR WATER COMPLETED BY THE INSTALLING CONTRACTOR AND RETURNED DIRECTLY SHALL INCLUDE COSTS FOR RECEIVING, HANDLING,STORAGE,AND HOISTING OF 479-1578 FOR COORDINATION AND SCHEDULING.TEST AND ADJUST ALL ALUMINUM DEBRIS BASKETS AND%COVER GRATES.GC'S PLUMBING PIPING.THE EXISTING DOMESTIC WATER SYSTEM SHALL BE FLUSHED, m TO LENNOX PRIOR TO SHIPPING.INSTALLING CONTRACTOR WILL BE OWNER FURNISHED EQUIPMENT. MECHANICAL SYSTEMS AND EQUIPMENT TO ASSURE PROPER BALANCE AND CONTRACTOR IS TO PROVIDE. THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF WORK PRESSURE TESTED AND PURIFIED THE SAME AS REQUIRED FOR A NEW SYSTEM. T_ OPERATION. PERFORM TESTS IN ACCORDANCE WITH NEBB OR AABC,AND REQUIRED FOR THE PROJECT.THE DRAWINGS FOR PLUMBING WORK ARE RESPONSIBLE TO CONFIRM THE EQUIPMENT LIST OF MATERIAL, PROVIDE OPERATION MANUALS, MAINTENANCE MANUALS AND SCHEMATICS FOR ASHRAE STANDARDS.ELIMINATE NOISE AND VIBRATION,AND ASSURE PROPER 6. GC'S PLUMBING CONTRACTOR TO PROVIDE ALL FAUCET(S)INCLUDING DIAGRAMMATIC,SHOWING THE GENERAL LOCATION,TYPE,FIXTURES AND PIPE INSULATION: �00y.� SUBMITTALS,AND VOLTAGE OF ALL UNITS PRIOR TO ORDERING.INSTALLING ALL MECHANICAL EQUIPMENT INSTALLED. FUNCTION OF CONTROLS.SUBMIT COMPLETED TEST AND BALANCE REPORT TO FAUCET FOR THE 3 COMPARTMENT SINK AND ALL OTHER SINKS. EQUIPMENT REQUIRED.THE DRAWINGS SHALL NOT BE SCALED FOR EXACT INSULATE ALL LISTED SERVICE PIPING AS FOLLOWS.DOMESTIC COLD/HOT `hl• CONTRACTOR WILL BE RESPONSIBLE TO COORDINATE ALL SHIPPING OF OWNER'S REPRESENTATIVE. BALANCING CONTRACTOR SHALL BE AN MEASUREMENTS. REFER TO MANUFACTURER'S STANDARD ROUGH-IN WATER, HOT WATER RETURN,STORM WATER PIPING.PROVIDE 1"PREFORMED 7. GC'S PLUMBING CONTRACTOR SHALL PROFESSIONALLY LABEL ALL WATER W EQUIPMENT DIRECTLY WITH LENNOX NATIONAL ACCOUNTS CONTACT;JOSH COORDINATION: INDEPENDENT CERTIFIED TEST AND BALANCE CONTRACTOR,WITH NEBB OR DRAWINGS FOR PLUMBING FIXTURE INSTALLATION REQUIREMENTS.COMPLY FIBERGLASS,ASJ/SS-11, FLAME SPREAD 25,SMOKE DEVELOPED 50,ASTM C-547. PLUMMER(JOSHUA.PLUMMER[o)LENNOXIND.COM/972-097-6784),INSTALLING COORDINATE WITH THE WORK OF OTHER SECTIONS,EQUIPMENT FURNISHED BY AABC CERTIFICATION.BALANCE ALL SYSTEMS TO WITHIN 5%OF AIR FLOWS OUTLETS,VALVES,ETC AS DIRECTED BY THE NOODLES&COMPANY WITH ALL APPLICABLE ADA INSTALLATION REQUIREMENTS. FOR CONDENSATE PIPING PROVIDE 1/2"THICK INSULATION OF SAME OTHERS, REQUIREMENTS OF THE OWNER,AND WITH THE CONSTRAINTS OF THE INDICATED ON THE DRAWINGS,AND REPORT ALL DISCREPANCIES TO HVAC CONSTRUCTION MANAGER. CHARACTERISTICS AS LISTED FOR 1"ABOVE.WHERE PERMITTED BY LOCAL CONTRACTOR WILL R RESPONSIBLERE WARRANTY ALL LABOR FORA EXISTING CONDITIONS OF THE PROJECT SITE. INSTALLER FOR CORRECTION. MARK FINAL BALANCE POSITIONS ON DAMPERS COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY CODES,PROVIDE 1/2"SELF-ADHESIVE UNICELLULAR FOAM PIPE INSULATION O 0 PERIOD IE ONE YEAR FROM THE STORE OPENING DATE. LENNOXCOMPRESSORS WITH PERMANENT MARKER. 8. GC'S PLUMBING CONTRACTOR IS REQUIRED TO"JET"(WATER CLEAN)ALL OTHERS,AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE WITH PRE-FORMED PVC FITTING COVERS-EQUAL TO SELF-ADHESIVE � Q INDUSTRIES WARRANTEES ALL PARTS ONE YEAR,COMPRESSORS FOR 5 DUCT DIMENSIONS: DRAINS UNDERGROUND SEWER LINES, BOTH NEW AND EXISTING;THEY ARE PROJECT SITE. ARMSTRONG 2000 WITH K FACTOR OF 0.27 AT 75 DEGREES MEAN TEMPERATURE. ^ .. YEARS,AND HEAT EXCHANGERS FOR 10 YEARS, LESS LABOR. INSTALLING UNLESS OTHERWISE NOTED, DUCT DIMENSIONS ON THE DRAWINGS ARE INSIDE TYPE I HOOD EXHAUST DUCTWORK: TO BE HIGH PRESSURE JET CLEANED AT THE END OF THE PROJECT 24 INSULATE ANY EXPOSED CONDENSATE PIPING WITH WASTE TEMPERATURE V�r/) 0 CONTRACTOR CAN CONTACT THE FOLLOWING LENNOX NATIONAL ACCOUNT CLEAR DIMENSIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR OPTION A OR OPTION B BELOW,AS HOURS PRIOR TO TURN OVER. THE GC'S PLUMBING CONTRACTOR IS TO PIPING SYSTEMS-GENERAL: BELOW 60 DEGREES F. TEAM MEMBERS TO ASSIST IN THE PROCESS:JOSH PLUMBER INDICATED ON CAPTIVEAIRE DRAWINGS. REFER TO CAPTIVEAIRE DRAWINGS SUBMIT TO NOODLES&COMPANY A REPORT FROM THE SUBCONTRACTOR ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND W (JOSHUA.PLUMMER(cDLENNOXIND.COM /972-497-6784).LENNOX HVAC ROOF SHEET METAL DUCTWORK: FOR ADDITIONAL INFORMATION. DOING THE WORK CERTIFYING THAT THE ABOVE WORK HAS BEEN ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION.ALL SHUTOFF VALVES: TOP EQUIPMENT PACKAGE INCLUDING ROOF CURBS WILL BE PROVIDED BY .J PROVIDE SHEET METAL DUCTWORK FABRICATED AND INSTALLED IN COMPLETED. PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES.INSTALL AS SHUT OFF VALVES WITH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH Q t!n ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS,FOR 1"W.G.PRESSURE A ROUND EXHAUST DUCT(OWNER FURNISHED): REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR PLUMBING FIXTURE, FOOD SERVICE EQUIPMENT ITEM OR OTHER EQUIPMENT z ::) NOODLES&COMPANY AND INSTALLED BY GENERAL CONTRACTOR. ALL CLASS,SEAL CLASS"A".SHEET METAL SHALL BE GALVANIZED SHEET STEEL OF INSTALL REDUCED CLEARANCE DOUBLE WALL GREASE DUCT AS 9. GC'S PLUMBING CONTRACTOR WILL INSTALL A SOLID PVC COVER CAP OVER INSTALLATION OF OTHER WORK SUCH AS DUCTS AND ELECTRICAL CONDUIT.AT ITEM,TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT.VALVES SHALL z DUCT WORK AND CONNECTIONS ALL INCLUSIVE ARE PROVIDED BY GENERAL LOCK FORMING QUALITY,ASTM A653 AND A924.ALL ANGLE IRON USED FOR SPECIFIED.REFER TO SHEET H4.0 FOR REQUIREMENTS. EXHAUSTTHE SODA CHASE AT THE BAG IN BOX ENDS OF THE SODA CHASE.DRILL A HOLE IN THE CAP LARGE ENOUGH � �ALL CONNECTIONS BETWEEN FERROUS PIPING AND NONFERROUS PIPING, BE EQUAL TO JENKINS#902-T BALL VALVE,CHROME-FINISHED BRONZE,TEFLON Q C PLUMBING CONTRACTOR WILL D CONTRACTOR.GENERAL CONTRACTOR WILL RECEIVE ALL OF OWNER SUPPORT SHALL BE GALVANIZED.CONNECTIONS TO WALLS OR FLOOR SHALL BE DUCTWORK AND FITTINGS FURNISHED BY OWNER FOR INSTALLATION BY PROVIDE AN ISOLATING DI-ELECTRIC UNION.ALL HANGERS SHALL BE SEATS AND PACKING,400 LB.W.O.G.,SOLDER END. C co SUPPLIED EQUIPMENT AND WILL BE SOLELY RESPONSIBLE TO MAINTAIN ALL AIRTIGHT WITH ANGLE IRON AND CAULKING.SEAL ALL DUCT SEAMS, THIS CONTRACTOR. COMPATIBLE WITH PIPING MATERIAL TO PREVENT CORROSION.ALL PIPING G Z C EQUIPMENT IN PRISTINE NEW CONDITION. TRANSVERSE AND LONGITUDINAL,AIR TIGHT.PROVIDE TURNING VANES AT ALL FOR SODA LINES TO BE INSTALLED AND CAULKED AROUND COKE LINES MATERIALS SHALL COMPLY WITH STATE AND LOCAL CODES AND/OR ACCESS PANELS: 900 ELBOWS. NO FIREWRAP PRODUCT REQUIRED FOR ROUND DUCT INSTALLLATION. WRAP AFTER THEY HAVE BEEN INSTALLED. ORDINANCES. PANELS SHALL BE PROVIDED WHERE CONCEALED CONTROL DEVICES,VALVES, O �_ J 0 .GC'S PLUMBING CONTRACTOR WILL PROVIDE ALL ROOF PENETRATIONS ALL 4. CAPTIVE AIR HOOD AND EXHAUST PACKAGE WILL BE FURNISHED BY ETC.ARE CONCEALED WITHIN WALLS.WHERE ACCESS FOR ADJUSTMENT AND NOODLES&COMPANY AND INSTALLED BY GENERAL CONTRACTOR. TRAPEZE DUCT HANGERS: B RECTANGULAR EXHAUST DUCT(CONTRACTOR PROVIDED): PROVIDE ALL FITTINGS,ACCESSORIES,OFFSETS,AND MATERIALS NECESSARY MAINTENANCE IS POSSIBLE THROUGH LAY-IN SUSPENDED CEILINGS,ACCESS U 0 0- PROVIDE MINIMUM 1" " " X 2 X 1X 18 GAUGE CHANNELS WITH MINIMUM 1"X 18 FABRICATE TYPE I EXHAUST DUCTS OF MINIMUM 16 GAUGE CARBON STEEL PLUMBING AND ALL CONDENSATE PIPING FOR WALK IN COOLER,ICE TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE PANELS ARE NOT REQUIRED. z M GENERAL CONTRACTOR WILL INCLUDE THE INSTALLATION AND TESTING OF wx N OI� Z THE FIRE SUPPRESSION SYSTEM. GENERAL CONTRACTOR WILL SCHEDULE GAUGE STRAPS TO STRUCTURAL SUPPORT. WHERE CONCEALED,AND OF MINIMUM 16 GAUGE STAINLESS STEEL MACHINE AND ALL RELATED REFRIGERATION. DESIGN AND THE EQUIPMENT INDICATED. W = N 0 WHERE EXPOSED.JOINTS AND SEAMS SHALL BE CONTINUOUSLY WELDED INSTALLATION: J - 11. GC'S PLUMBING CONTRACTOR WILL PROVIDE AND INSTALL A DEDUCT ALL LABOR AND MATERIALS AND PROVIDE ALL LABOR,MATERIAL AND UC � ROUND SHEET METAL DUCT: LIQUID TIGHT ON THE EXTERNAL SIDE OF THE DUCT SYSTEM. PROVIDE FIXTURES/EQUIPMENT FURNISHED BY OTHERS: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION.CAP PIPE OPENINGS TO � Q SUPERVISION FOR ALL HOOD AND EXHAUST SYSTEM INSTALLATION.THE PROVIDE SPIRAL SEAM(ALL SIZES)OR SNAP LOCK(DUCT SIZES UP TO 10") THE"PENETRATOR"GREASE DUCT CLEAN-OUT ACCESS DOORS METER ON THE MAIN WATER SUPPLY TO THE SPACE IF REQUIRED BY PLUMBING CONTRACTOR SHALL PROVIDE UTILITY CONNECTIONS REQUIRED EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE > HOOD PACKAGE WILL INCLUDE BUT NOT LIMITED TO A FIRE SUPPRESSION GALVANIZED STEEL COMPLYING WITH SMACNA STANDARDS.SPIRAL SEAM MANUFACTURED BY FLAME GARD,INC.(OR EQUIVALENT)AT EVERY LANDLORD. SUCH AS WATER,GAS,AIR,SUPPLIES,WASTE OUTLET,TRAPS,ECT.AT ALL BEEN MADE. PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT.SET W > 0� U Q SYSTEM(PERMIT IF REQUIRED WILL BE PROVIDED BY THE GENERAL DUCTWORK SHALL HAVE SMACNA SEAM TYPE RL-1. CHANGE OF DIRECTION IN THE DUCT AND/OR EVERY 10 FEET WITH12. GC'S PLUMBING CONTRACTOR SHALL CERTIFY THAT ALL PLUMBING IS PLUMBING TYPE FIXTURES OR EQUIPMENT FURNISHED BY OWNER,GENERAL FIXTURES LEVEL AND IN PROPER ALIGNMENT.INSTALL SUPPLIES IN PROPER J O z U CONTRACTOR),GAS VALVE,(TO BE INSTALLED BY GENERAL CONTRACTOR), MINIMUM OF 3 FEET OF CLEARANCE IN FRONT OF CLEAN-OUT. MECHANICALLY ATTACHED TO BUILDING STRUCTURECONTRACTOR,FOOD SERVICE CONTRACTOR, EQUIPMENT SUPPLIER,ETC. ALIGNMENT WITH FIXTURES.INSTALL SILICONE SEALANT BETWEEN FIXTURES 0 Q LL- FLEXIBLE DUCT: . INCLUDED ARE STOP VALVES,ESCUTCHEONS,AND CHROME PLATED BRASS AND ADJACENT MATERIAL, FOR SANITARY JOINT,AND OMIT ESCUTCHEONS. 0 ROOF CURBS(TO BE INSTALLED BY GENERAL CONTRACTOR), EXHAUST PROVIDE FACTORY ASSEMBLED CLASS 1 AIR DUCT(UL 181)WITH 1-1/2"THICK COMPOSITE GREASE DUCT ENCLOSURE ASSEMBLIES: TUBING WITH COMPRESSION FITTINGS. O 00 = 13 U FANS(TO BE INSTALLED BY GENERAL CONTRACTOR),MAKE UP AIR FANS(TO . GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL INCLUDE IN (R-5 MIN.)1 PCF FIBERGLASS INSULATION AND REINFORCED OUTER PROTECTIVE PROVIDE FLEXIBLE BLANKET-TYPE INSULATION COMPOSED OF FIBER THEIR PRICE A ONE YEAR WARRANTY FOR ALL COMPONENTS OF THE REPAIR EXISTING PLUMBING SYSTEM COMPONENTS DAMAGED BY O N Q w V..� BE INSTALLED BY GENERAL CONTRACTOR),ROOF CURBS FOR FANS AND COVERNAPOR BARRIER.FLEXIBLE DUCT SHALL MEET NFPA 90A WITH FLAME BLANKET ENCAPSULATED IN AN ALUMINUM FOIL SCRIM,PROVIDING A SEWER AND WASTE PIPING: CONSTRUCTION OPERATIONS AND RESTORE TO ORIGINAL CONDITIONS. MAKE UP AIR UNIT(TO BE INSTALLED BY GENERAL CONTRACTOR).GENERAL SPREAD UNDER 25,SMOKE DEVELOPED UNDER 50,AND SHALL BE RATED FOR NONCOMBUSTIBLE WRAP TO PROVIDE A VAPOR AND DUST BARRIER.DUCT NOODLES&COMPANY CONSTRUCTION PROJECT. ALL PARTS AND ALL PROVIDE ALL DRAINS AND SEWERS WITHIN THE SPACE WITH CONNECTION TO z C) - CC CONTRACTOR WILL RECEIVE ALL OF OWNER SUPPLIED EQUIPMENT AND MINIMUM 2"W.G. PRESSURE AND 0 TO 250°F TEMPERATURE.PROVIDE WRAP SYSTEM SHALL HAVE FLAME SPREAD INDEX OF NOT MORE THAN 5 LABOR ARE COVERED FOR ALL REPAIRS ALL INCLUSIVE FOR 1 YEAR FROM THE EXISTING DRAINAGE SYSTEMS ON-SITE.SANITARY DRAINAGE PIPING ABOVE PRESSURE TEST: � G W WILL BE SOLELY RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN PRISTINE SCREW-OPERATED METAL ADJUSTABLE CLAMPING DEVICES.USE TWIST-LOCK AND SMOKE DEVELOPED INDEX NOT EXCEEDING 5,WHEN TESTED PER NOODLES&COMPANY OPENING DATE. FLOOR SHALL BE DWV PVC PLASTIC SCHEDULE 40 PIPING WITH SOLVENT WELD TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE, FOR FOUR(4) NEW CONDITION. CONICAL TAP COLLARS AT CONNECTIONS INTO SHEET METAL DUCTWORK. ASTM E-84 METHOD. INSULATION AND JACKET SHALL BE RATED FOR FITTINGS(WHERE PERMITTED BY CODE/LOCAL AUTHORITIES).WHERE REQUIRED HOURS MINIMUM.WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP IS MAXIMUM EXTENDED LENGTH OF FLEXIBLE DUCT SHALL NOT EXCEED 6 FEET. OPERATING TEMPERATURES UP TO 2000°F.DUCT WRAP SYSTEM MUST 14. UNLESS OTHERWISE DIRECTED GC'S PLUMBING CONTRACTOR IS REQUIRED BY AUTHORITIES HAVING JURISDICTION COPPER DWV PIPE WITH SOLDERED DEFICIENT, REPLACE OR REPAIR AS REQUIRED,AND REPEAT TEST UNTIL 5. IF REQUIRED BY NOODLES&COMPANY CONSTRUCTION MANAGER GENERAL COMPLY WITH ALL FIVE FIRE TESTS OF STANDARD ASTM E2336,GREASE TO PROVIDE AND INSTALL A BRADFORD-WHITE HOT WATER HEATER,WATER FITTINGS AND CONNECTIONS SHALL BE INSTALLED.SANITARY DRAINAGE PIPING STANDARDS ARE ACHIEVED. 'S PLUMBING BELOW FLOOR SHALL BE DWV PVC PLASTIC SCHEDULE 40 PIPING WITH SOLVENT � •o m m HEATER ALARM,MANIFOLD AND ALL ACCESSORIES. GC CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL REFRIGERATION EXPOSED DUCTWORK: DUCT ENCLOSURE SYSTEM,AND THE DUCT FIRESTOP SYSTEM SHALL BE U o^'• PERMITS ALL INCLUSIVE. EXPOSED DUCTWORK SHALL BE CLEANED OF DEBRIS AND OIL,THEN WIPED ASTM E 814 CLASSIFIED.FABRICATE DUCT WRAP ENCLOSURE WITH(2) CONTRACTOR SHALL PROCURE WATER HEATER FROM NATIONAL WELD FITTINGS(WHERE PERMITTED BY CODE/LOCAL AUTHORITIES AND NATURAL GAS PIPING SYSTEM: i C 0- DOWN WITH VINEGAR OR OTHER SURFACE PREPARING CHEMICAL.COORDINATE LAYERS OF DUCT WRAP TO PROVIDE 2-HOUR FIRE RATING.PROVIDE WHOLESALE SUPPLY. CONTACT ESTHER PADEN OR KATHY Al LANDLORD).WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION PROVIDE A COMPLETE GAS PIPING SYSTEM TO SERVE GAS FIRED HVAC a a, m 1-888.444435 FOR INFORMATION. IN ALL CASES THE GC'S PLUMBING 6. MECHANICAL CONTRACTOR WILL PROVIDE ROUND SPIRAL DUCT IN DINING WITH ARCHITECTURAL PLANS IF DUCTWORK IS TO BE PAINTED. COMPOSITE GREASE DUCT FIRE PROTECTION INSULATION FROM ONE OF SERVICE-WEIGHT HUB AND SPIGOT TYPE CAST-IRON WITH NEOPRENE GASKET EQUIPMENT, DOMESTIC WATER HEATER'S AND EQUIPMENT FURNISHED BY . � „a ROOM,OVAL DUCT WILL NOT BE ALLOWED UNLESS SPECIFICALLY DIRECTED THE FOLLOWING:THERMAL CERAMICS FIREMASTER FASTWRAP XL, CONTRACTOR SHALL PROVIDE INSTALL AND WARRANTY ALL NOODLES& JOINTS SHALL BE INSTALLED.ALL PIPING SHALL CONFORM TO ASTM A74,ASTM OTHERS,AS NOTED ON THE DRAWINGS. PROVIDE EITHER THREADED STEEL OR 0"-e IN WRITING BY NOODLES&COMPANY'S PROJECT ARCHITECT. DUCT SEALANT: UNIFRAX FYREWRAP 2.0 MAX. B88,AND CISPI 301 STANDARDS.ALL DRAINAGE PIPING SHALL BE UNIFORMLY MALLEABLE IRON PIPE WITH MALLEABLE FITTINGS OR WELDED STEEL.PROVIDE a y c a m COMPANY SELECTED, HOT WATER HEATING DEVICES ALL INCLUSIVE. ..'- c_W m PROVIDE POLYMERIC RUBBER TYPE SEALANT FOR USE ON BOTH INTERIOR PITCHED, 1/4"PER FOOT UNLESS OTHERWISE REQUIRED BY EXISTING ALL UNIONS,SHUT-OFF VALVES AND DIRT LEGS REQUIRED BY NFPA-54 AND 7. ALL DUCTS, BOTH SUPPLY AND RETURN, MUST BE INSULATED PER PROJECT LOCATED DUCTWORK AND DUCTWORK EXPOSED TO OUTDOOR CONDITIONS. TYPE II EXHAUST DUCTWORK: 15. GC'S PLUMBING CONTRACTOR IS REQUIRED TO VERIFY THAT THE ENTIRE CONDITIONS,OR INDICATED ON THE DRAWINGS. PVC SHALL NOT BE PERMITTED GOVERNING LOCAL CODES AND AT EACH GAS APPLIANCE CONNECTION. r.r�@@ m- . PLANS AND SPECIFICATIONS. SEALER SHALL HAVE HIGH BONDING STRENGTH FOR SURE,FIRST TIME SEALING FABRICATE TYPE II EXHAUST DUCTS OF 18 GAUGE ALUMINUM OR 18 GAUGE FOR EXPOSED SEWER AND WASTE PIPING. PROVIDE ALL TESTS,METERS, INSPECTIONS,HANGERS AND EQUIPMENT aoo U � -a ' , OF JOINTS IN LOW,MEDIUM,AND HIGH PRESSURE DUCT SYSTEMS.SEALER STAINLESS STEEL.SEAMS SHALL BE CONTINUOUSLY WELDED LIQUID TIGHT. SPACE WALL LAYOUT IS INDEED LAID OUT FIRST BEFORE UNDERGROUND CONNECTIONS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM.PAINT W m y a C o E 8. GENERAL CONTRACTOR SHALL PROVIDE AND PAY FOR A COMPLETE TEST SHALL BE HIGH IN SOLID CONTENT.PROVIDE A TWO PART TAPE SEALING PLUMBING STARTS TO VERIFY THAT ALL WALLS AND EQUIPMENT WILL VENTS: EXPOSED GAS PIPING RUST RESISTANT YELLOW COLOR. N. " � c"• � mWro,d AND BALANCE OF MECHANICAL SYSTEMS STATING THAT ALL SYSTEMS ARE SYSTEM,CONSISTING OF WOVEN FIBER TAPE IMPREGNATED WITH A GYPSUM MAKE-UP AIR UNIT: INDEED FIT PER PLAN.ANY CHANGE ORDER SUBMITTED FOR WALL PROVIDE A COMPLETE SYSTEM OF STANDARD WEIGHT CAST IRON NO-HUB VENT a.=-m o w yj EW m IN 100%COMPLIANCE WITH NOODLES&COMPANY PLANS,SPECIFICATIONS, MINERAL COMPOUND,AND A MODIFIED ACRYLIC/SILICONE ACTIVATOR THAT UNIT SHALL HAVE AN INTEGRAL DISCHARGE THERMOSTAT LINKED TO THE CHANGES FOR FIXTURES AND/OR FOR ANY EQUIPMENT TO FIT WILL NOT BE RISERS WHERE THE CEILING SPACE IS USED AS A RETURN AIR PLENUM OR USE DRAINAGE WASTE&VENT PIPE BEHIND KITCHEN HOOD: •. .o.N b.-=LL� AND NOODLES&COMPANY CONSTRUCTION MANAGER WRITTEN DIRECTIVES REACTS EXOTHERMICALLY WITH THE TAPE.TWO PART TAPE SEALING SYSTEM INTERNAL CONTROLS.THE HEATER SHALL BE SET TO MAINTAIN DUCT SUPPLY APPROVED. DWV PLASTIC(WHERE PERMITTED BY CODE/LOCAL AUTHORITIES)WHERE THERE PIPE AND FITTINGS WITHIN WALLS BEHIND KITCHEN HOODS SHALL BE SERVICE = u o „a O s m m (REPORT WILL CONTAIN NO REMAINING, PUNCH,OR CORRECTIVE ITEMS). MUST BE RATED FOR BOTH INDOOR AND OUTDOOR APPLICATION.TAPE SHALL TEMPERATURE AT NO LESS THAN 65 DEG.F.(ADJ.). IS A DUCTED RETURN AIR SYSTEM.DO NOT USE DWV PLASTIC IN RETURN AIR WEIGHT HUBLESS CAST IRON WITH SLEEVE,SHIELD,AND DRAWBAND JOINTS [ Q ,m C Uo000 NOT CONTAIN ASBESTOS. HIGH LIMIT SWITCH SET TO 180 DEG.F. 16. CELL CORE/FOAM CORE PIPING NOT PERMITTED FOR ANY REASON IN ANY PLENUM SPACES.THE VENT SYSTEM SHALL BE CARRIED THROUGH THE ROOF MEETING ASTM A-888 AND ASTM C-564. v m 3 THIS TEST AND BALANCE SHALL BE PERFORMED BY- O1W$mg APPLICATION. INTAKE AIR SENSOR SET TO 10 DEG.F. ADJ. LOWER THAN DISCHARGE AIR WITH APPROPRIATE FLASHING.ALL CAST IRON VENT PIPING SHALL CONFORM TO SUPERIOR INC.(ERIC HOLCOMB)@(800)222-1819 AND(615)479-1578. DUCT INSULATION: SENSOR. ( ) ASTM A74,ASTM A888,AND CISPI 301 STANDARDS.WHEN PVC IS USED ABOVE DRAIN,WASTE AND VENT PIPE AND PIPE FITTINGS(WHEN PERMITTED BY LOCAL ,- C ia5 3 FINAL PAYMENT WILL NOT BE CONSIDERED UNTIL AND UNLESS TEST AND (NON-EXPOSED SUPPLY AND RETURN DUCTWORK AND MAKE-UP AIR THE MAKE-UP AIR UNIT SHALL OPERATE WHENEVER THE HOOD IS SWITCHED ON GROUND THEY SHALL CONFORM TO ASTM D2665,ASTM D1785,AND ASTM F891 AUTHORITY AND LANDLORD). W N; DUCTWORK)PROVIDE MINIMUM 2-1/2"(R-6 MIN.)THICK BLANKET TYPE AND STOP WHENEVER THE HOOD IS SWITCHED OFF. (LIMITED TO PIPE WITH A SDR OF 26 OR LESS).BELOW GRADE PVC SHALL ;' 8 BALANCE REPORT IS 100%CLEAN AND ALL OUTSTANDING ISSUES HAVE FIBERGLASS INSULATION COMPLYING WITH ASTM C-553,TYPE II,WITH FACTORY CONFORM TO ASTM D1785,ASTM D2665,ASTM D3034(LIMITED TO TO PIPE WITH 1. ABS PLASTIC TYPE DWV PIPE: x�.` 0 • PIPE: ASTM D 2661. €-a m BEEN CORRECTED AND A REVISED,UPDATED REPORT HAS BEEN APPROVED APPLIED KRAFT BONDED TO ALUMINUM FOIL,REINFORCED WITH FIBERGLASS TEMPERATURE CONTROLS: SDR OF 26 OR LESS),AND ASTM F891 (LIMITED TO PIPE WEIGHT OF SCHEDULE r /ACCEPTED BY NOODLES&COMPANY'S FACILITIES MANAGER AND THE VAPOR BARRIER/JACKET.JACKET SHALL CONFORM TO ASTM C-1136,TYPE II. PROVIDE PROGRAMMABLE THERMOSTATS WITH REMOTE TEMPERATURE 40), • FITTINGS: ABS DWV. GENERAL CONTRACTOR HAS POSTED THE FINAL TEST AND BALANCE SENSORS AND REMOTE HUMIDISTATS COMPATIBLE WITH ROOFTOP UNIT. • FITTING PATTERN: ASTM D 3311. REPORT ON USGN.TEST AND BALANCE REPORT MUST BE PROVIDED TO ROUND VOLUME DAMPERS: CONTROL WIRING SHALL BE INSTALLED IN CONDUIT. THERMOSTAT SHALL MEET INDIRECT&DIRECT DRAIN PIPING: • JOINTS: SOLVENT WELDED,ASTM D 2255. NOODLES&COMPANY AT CONSTRUCTION PUNCH-NO EXCEPTIONS WILL BE (DAMPERS SHALL BE PROVIDED AT ALL BRANCH DUCTS AND TAKE-OFFS FROM SETPOINT ADJUSTMENT FOR UNOCCUPIED MODE:HEATING DOWN TO 55 TYPE M COPPER TUBING UP TO V ID CONFORMING TO ASTM B42,ASTM B88,AND TRUNK DUCTS): DEGREES AND COOLING UP TO 85 DEGREES.PROVIDE INTERLOCK CONTROL ASTM B306.FOR%"AND LARGER SIZES USE TYPE DWV COPPER TUBING AND 2. POLYVINYL CHLORIDE(PVC)PLASTIC TYPE DWV PIPE: - ALLOWED. PROVIDE MINIMUM 20 GAUGE GALVANIZED STEEL FRAME AND BLADES,MINIMUM WIRING BETWEEN HOOD EXHAUST FANS AND ROOFTOP UNITS. FITTINGS.WASTE PIPING SHALL HAVE STANDOFFS TO WALL OR EQUIPMENT AS • PIPE: ASTM D 2665. 3/8"SQUARE STEEL AXLE, MOLDED SYNTHETIC BEARINGS,WITH LOCKING REQUIRED BY OWNER. VERIFY WITH OWNER'S REPRESENTATIVE. • FITTINGS: ASTM D 2665. 9. GENERAL CONTRACTOR AND MECHANICAL CONTRACTOR SHALL CERTIFY POSITION REGULATOR.REGULATOR SHALL BE POSITIONED WITH SHEET METAL • FITTING PATTERN: ASTM D 3311. THAT ALL HVAC,ETC., IS MECHANICALLY ATTACHED TO BUILDING BRACKET BEYOND DUCT COVERING.WHERE POSITIONING REGULATOR IS NOT CONDENSATE DRAIN PIPING: • JOINTS: SOLVENT WELDED,ASTM D 2564. Revisions STRUCTURE. ACCESSIBLE,PROVIDE COUPLING AND EXTENSION ROD WITH REGULATOR FOR ALL EXPOSED CONDENSATE PIPING SHALL BE TYPE M COPPER TUBING UP TO 1" ISSUED FOR LANDLORD REVIEW 10. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL INCLUDE IN CEILING OR WALL INSTALLATION,AS REQUIRED. ID CONFORMING TO ASTM B42,ASTM B88,AND ASTM B306.FOR 1 Ya"AND LARGER 3. CPVC PLASTIC TYPE DWV PIPE: A 01-21-2015 SIZES USE TYPE DWV COPPER TUBING AND FITTINGS.FOR CONDENSATE PIPING • PIPE: ASTM F 2618 THEIR PRICE A ONE YEAR WARRANTY FOR ALL COMPONENTS OF THE • FITTINGS:ASTM F2618. ISSUED FOR PERMIT NOODLES&COMPANY CONSTRUCTION PROJECT. ALL PARTS AND ALL RECTANGULAR VOLUME DAMPERS: HIDDEN IN WALLS USE DWV PVC PLASTIC SCHEDULE 40 PIPE WITH SOLVENT (DAMPERS SHALL BE PROVIDED AT ALL BRANCH DUCTS AND TAKE-OFFS FROM WELD FITTINGS(WHERE PERMITTED BY CODEJLOCAL AUTHORITIES). • JOINTS: SOLVENT WELDED,ASTM F 439. A 02-04-2015 LABOR ARE COVERED FOR ALL REPAIRS ALL INCLUSIVE FOR 1 YEAR FROM TRUNK DUCTS): Q NOODLES&COMPANY OPENING DATE. PROVIDE MINIMUM 16 GAUGE GALVANIZED STEEL CHANNEL FRAME, 16 GAUGE 11. ALL TYPE II EXHAUST DUCT SHALL BE PROVIDED AND INSTALLED BY GALVANIZED STEEL BLADES, MINIMUM Yd'HEXAGONAL AXLE,BOLDED SYNTHETIC BEARINGS,WITH 3/8"SQUARE PLATED STEEL CONTROL SHAFT.LINKAGES SHALL Q MECHANICAL CONTRACTOR AT MECHANICAL CONTRACTORS COST. BE CONCEALED IN THE FRAME.OPERATING SHAFT SHALL EXTEND BEYOND 12. ALL TYPE II EXHAUST DUCT MUST BE WELDED AT ALL SEAMS ALL INCLUSIVE. FRAME AND DUCT TO A LOCKING QUADRANT WITH ADJUSTABLE LEVER. Q MAXIMUM BLADE WIDTH SHALL NOT EXCEED 6". THE DUCT MATERIAL SHALL BE EITHER ALUMINUM OR STAINLESS STEEL AS I DIRECTED BY NOODLES&COMPANY CONSTRUCTION MANAGER. PEX TUBING SYSTEM SPECIFICATIONS ( PROVIDE ALTERNATE BID :2 13. GC's MECHANICAL CONTRACTOR SHALL FURNISH TO THE OWNER ALL Q a- 00 OPERATING&MAINTENANCE MANUALS,RECORD DRAWINGS,TEST& 1. QUALITY ASSURANCE B. FITTINGS CONNECTIONS. cn BALANCE REPORT.CONTRACTOR SHALL COORDINATE WITH a. FITTINGS SHALL BE MANUFACTURED BY ZURN PEX INC,IDENTIFIED D. ENSURE NO GLUES,SOLVENTS,SEALANTS OR CHEMICALS COME IN I'_ A. INSTALLER QUALIFICATIONS 4? MANUFACTURER REPRESENTATIVES FOR EMPLOYEE TRAINING BY THE LETTERS"Q"OR"Z" CONTACT WITH THE TUBING WITHOUT PRIOR PERMISSION FROM THE I a. UTILIZE AN INSTALLER HAVING DEMONSTRATED EXPERIENCE ON b. MANUFACTURED IN ACCORDANCE WITH ASTM F1807 OR ASTM F2159 TUBING MANUFACTURER. REQUIREMENTS FOR ALL EQUIPMENT. PROJECTS OF SIMILAR SIZE AND COMPLEXITY AND POSSESSES THE AND/OR COMPLY WITH ASTM F877 SYSTEM STANDARD AS IDENTIFIED E. DO NOT EXPOSE PEX TUBING TO DIRECT SUNLIGHT FOR MORE THAN 6 f6512N2W o SKILLS AND KNOWLEDGE TO INSTALL A PEX POTABLE WATER N 14. GC's MECHANICAL CONTRACTOR SHALL SUBMIT COMPLIANCE CHECKLIST TO DISTRIBUTION SYSTEM. ON THE FITTING. MONTHS a BUILDING OFFICIAL UPON SUBSTANTIAL COMPLETION OF PROJECT. b. INSTALLER WILL UTILIZE SKILLED WORKERS HOLDING A TRADE C. CRIMP SYSTEMS F. USE GROMMETS OR SLEEVES AT THE PENETRATION FOR PEX TUBING COORDINATE WITH NOODLES CONSTRUCTION MANAGER. QUALIFICATION LICENSE OR EQUIVALENT OR APPRENTICES UNDER a. QICKCLAMP:LISTED TO ASTM F877, IDENTIFIED AS A ZURN PEX INC, PASSING THROUGH METAL STUDS. Z THE SUPERVISION OF A LICENSED TRADESPERSON. QICKCLAMP BY THE"QICKCLAMP"AND"Q"MARKING G. USE A PEX MANUFACTURER RECOMMENDED FIRE STOP SEALANT O b. COPPER CRIMP RING:LISTED TO ASTM F1807 AND/OR ASTM F877, MANUFACTURER. OREGON F- BLACK IN COLOR AND IDENTIFIED AS A ZURN PEX INC, RING BY THE H. PROTECT PEX TUBING WITH SLEEVES WHERE ABRASION MAY OCCUR. �$+ O U 2. DELIVERY,STORAGE AND HANDLING LETTER"Q". I. USE NAIL PLATES WHERE PEX TUBING PENETRATES WALL STUD OR `�O �pT 25 ,1z 5 206 F,5 LL A. DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL,UNOPENED, D. TOOLS JOISTS AND HAS THE POTENTIAL FOR BEING STRUCK WITH A SCREW OR sFPy G T �O�h U UNDAMAGED CONTAINERS WITH IDENTIFICATION LABELS INTACT UNTIL a. QICKCLAMP TOOLS SHALL BE SUPPLIED BY THE PEX TUBING NAIL. LU READY FOR INSTALLATION MANUFACTURER, IDENTIFIED BY THE NAME"ZURN"ON THE TOOL. J. ALLOW SLACK OF APPROXIMATELY 1/8"PER FOOT OF TUBE LENGTH TO I EXPIRATION DATE dNE4t Lal 0) B. STORE MATERIALS PROTECTED FROM EXPOSURE TO HARMFUL b. COPPER CRIMP RING TOOLS SHALL BE SUPPLIED BY THE PEX TUBING COMPENSATE FOR EXPANSION AND CONTRACTION. Z ENVIRONMENTAL CONDITIONS AND AT TEMPERATURE AND HUMIDITY MANUFACTURER OR APPROVED BY THE PEX TUBING K. MINIMUM HORIZONTAL SUPPORTS ARE TO BE INSTALLED NOT LESS m CONDITIONS RECOMMENDED BY THE MANUFACTURER. MANUFACTURER FOR USE. THAN 32 INCHES BETWEEN HANGERS IN ACCORDANCE WITH MODEL 2 E. MANIFOLD PLUMBING CODES AND THE ZURN PEX PLUMBING INSTALLATION GUIDE 02/04/2015 13. WARRANTY a. QICKPORT PREASSEMBLED MANIFOLD L. PRESSURIZE ZURN PEX TUBING IN ACCORDANCE WITH APPLICABLE Date Il A. WARRANTY SHALL COVER THE REPAIR OR REPLACEMENT OF PROPERLY b. COPPER MANIFOLD SYSTEM CODES OR IN THE ABSENCE OF APPLICABLE CODES,TEST PRESSURE 06/30/2016 oC SHALL BE AT LEAST EQUAL TO NORMAL SYSTEM WORKING PRESSURE, Ezpiretion Date INSTALLED TUBING AND FITTINGS PROVEN DEFECTIVE AS WELL AS c. CR MANIFOLD BUT NOT LESS THAN 40 PSI WATER OR AIR AND NOT GREATER THAN 225 U PSI WATER, 125 PSI AIR. ENGINEER Q INCIDENTAL DAMAGES. d. MULTI PORT FITTINGS Z B. WARRANTY PERIOD FOR PEX TUBING AND SUBSEQUENT SYSTEM SHALL e. COPPER MANIFOLD HEADER M. REFER TO OTHER SECTIONS LISTED IN RELATED SECTIONS PARAGRAPH Q BE 25 YEAR NON-PRORATED WARRANTY AGAINST FAILURE DUE TO F. VALVES SHALL BE OF THE PLASTIC OR METAL TYPE,MEETING THE HEREIN FOR RELATED PRODUCTS INSTALLATION. IHEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- UNDE DEFECT IN MATERIAL OR WORKMANSHIP, BEGINNING WITH THE DATE OF REQUIREMENTS OF ASTM F877, IDENTIFIED AS SUCH WITH THE OF MY NOWL DG ,THE SAME NANDTHATH ALL RBEST W INSTALLATION. APPROPRIATE MARK ON THE PRODUCT. REGULATIONS MYKNOWLEDGE, AND THE SAMECOMPLYWITHALLRULES, g 7. FIELD QUALITY CONTROL ES OF l . L RELATING TO STRUCTUC RES AND BULGED NGS. CIT IS THE INSTALER'S RESPONSIBILITY TO AVOID MIXING FITTINGS d MANUFACTURED BY OTHERS AS IT WILL REDUCE THE OWNER'S 5. MANUFACTURER'S INSTRUCTIONS A. SITE TESTS 21 WARRANTY. a. TO ENSURE SYSTEM INTEGRITY,PRESSURE TEST THE SYSTEM 0) A. COMPLY WITH MANUFACTURER'S PRODUCT DATA,INCLUDING PRODUCT BEFORE COVERING TUBING IN CONCRETE AND AFTER OTHER ENGINEER OD TECHNICAL BULLETINS,TECHNICAL MEMO'S, INSTALLATION D. MATERIALS TRADES HAVE WORKED IN THE VICINITY OF THE TUBING. of INSTRUCTIONS AND DESIGN DRAWINGS, INCLUDING;ZURN PEX Drawn By Checked By 3 A. TUBING PLUMBING INSTALLATION GUIDE. b. REPAIR AND REPLACE ANY PRODUCT THAT HAS BEEN DAMAGED CVV SK v ACCORDING TO MANUFACTURER'S RECOMMENDATION (L a. CROSS-LINKED POLYETHYLENE(PEX)MANUFACTURED BY THE B. PROTECTION Scale Date SILANE METHOD. 6. INSTALLATION I a. PROTECT INSTALLED WORK FROM DAMAGE DUE TO SUBSEQUENT rn b. NON-BARRIER TYPE NONE 01-06-2015 a) A. INSTALL ZURN PEX TUBING IN ACCORDANCE WITH TUBING CONSTRUCTION ACTIVITY ON THE SITE. I. SHALL HAVE A PRESSURE AND TEMPERATURE RATING OF 160 PSI AT MANUFACTURER'S RECOMMENDATIONS AND AS INDICATED IN THE ZURN Job No. 73°F, 100PSI AT 180°F AND 80 AT 200°. PEX PLUMBING INSTALLATION GUIDE. w ^ w 3 ii. TUBING SHALL HAVE A MINIMUM OF 6 MONTHS UV PROTECTION B. DO NOT INSTALL PEX TUBING WITHIN 6 INCHES OF GAS APPLIANCE 4-L I c. MANUFACTURED IN ACCORDANCE WITH ASTM F876 AND ASTM F877 VENTS OR WITHIN 12 INCHES OF ANY RECESSED LIGHT FIXTURES. TESTED OR COMPLIANCE BY AN INDEPENDENT THIRD-PARTY CO AND TFC. DO NOT SOLDER WITHIN 18 INCHES OF PEX TUBING IN THE SAME Sheet No. AGENCY. WATERLINE.MAKE SWEAT CONNECTIONS PRIOR TO MAKING PEX . M P MP GENERAL NOTES MECHANICAL EQUIPMENT NOTES A. ALL ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED ACCORDING TO 1. ALL HOODS, EXHAUST FANS AND MAKE-UP AIR UNIT ARE INSTALLED BY SPECIALIZED NATIONAL ACCOUNT TEAM MANUFACTURER'S INSTALLATION INSTRUCTIONS,SHOP DRAWINGS AND MECHANICAL CONTRACTOR AND FURNISHED BY NOODLES&CO.CONTACT STEVE RESTAURANTS&ENTERTAINMENT APPROPRIATE DETAILS. DUNCAN SR.AT THE CAPTIVE-AIRE COMPANY,(800)762-1078. JOSHUA PLUMMER-PRIMARY NATIONAL ACCOUNT SALES ADMINISTRATOR LENNOX INDUSTRIES B. CONDENSATE TO SLOPE AT 1/8"PER FOOT.CONSTRUCTED WITH SANITARY 2. LENNOX ROOFTOP UNITS ARE INSTALLED BY MECHANICAL CONTRACTOR AND PO BOX 799900 FITTINGS.1"MINIMUM SIZE. FURNISHED BY NOODLES&CO. CONTACT LENNOX'S NATIONAL ACCOUNTS DALLAS,TX 75379-9900 DEPARTMENT. PHONE-(800)367-6285 C. CONDENSATE DRAINS FROM MECHANICAL EQUIPMENT ON ROOF SHALL BE BAROMETRIC RELIEF DIRECT LINE-(972)497-6784 COPPER.ROUTE AS SHOWN ON DRAWINGS. 3. CONTRACTOR SHALL PROVIDE ONE YEAR WARRANTY ON OWNER FURNISHED FAX-(800)572-4001 F_ EQUIPMENT. CONTRACTOR SHALL INCLUDE COSTS FOR RECEIVING,HANDLING, E-MAIL-JOSHUA.PLUMMER@LENNOXIND.COM D. MAINTAIN CODE REQUIRED MINIMUM DISTANCE OF(10'-0")BETWEEN EXHAUST STORAGE,AND HOISTING OF OWNER FURNISHED EQUIPMENT. HOURS 8AM-5PM(CST) FANS OR VTR'S AND OUTSIDE AIR INTAKES OF ROOFTOP UNITS. PROVIDE RESPONSIBILITIES-INSIDE SALES CONTACT AT THE LENNOX CORPORATE OFFICES IN SWEETVENTS ON ALL VENT STACKS. 8 4. NOODLES&COMPANY RESTAURANT HAS A NATIONAL ACCOUNT AGREEMENT DALLAS, TX FOR NOODLES & COMPANY. MANAGES ALL ASPECTS OF SHIPMENT AND WITH LENNOX INDUSTRIES AND WILL BE PURCHASING ALL LENNOX EQUIPMENT DELIVERY. MAIN POINT OF COMMUNICATION FOR ALL INQUIRES. E. VERIFY ALL ROOFTOP UNIT AND EXHAUST FAN OPENINGS AND WEIGHTS WITH DIRECT. INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO RECEIVE AND THE STRUCTURAL ENGINEER AND LANDLORD WITH DIMENSIONS AND WEIGHTS INSPECT ALL UNITS FOR ANY DAMAGE INCURRED DURING SHIPPING AND REPORT REGIONAL TECHNICAL CONSULTANT OF THE ACTUAL RTU'S&FANS USED. O ',30"x14"O ANY DAMAGE TO BOTH NOODLES&COMPANY AND LENNOX.ALL DAMAGE MUST ROBBIE TEAGUE 8 BE RECORDED ON THE SHIPPING BILL OF LADING. LENNOX INDUSTRIES --_ .....-.. _____. __-_---------- --__---- -._--._.__ .....------ ------ ----- ----- -..- _- - --- PO BOX 799900 BLACK PAINT AND SHALL INCLUDE UNIT NUMBER AND AREA SERVED. I.E.:RTU-1 - DN 5. LENNOX WILL SUPPLY THE INSTALLING CONTRACTOR A LIST OF ALL UNITS AND DALLAS,TX 75379-9900 F. ALL ROOFTOP EQUIPMENT SHALL BE LABELED WITH 2"HIGH STENCIL LETTERS IN -► N&C DINING. ACCESSORIES BEING SUPPLIED ON THE PROJECT. IN ADDITION,COMPLETE PHONE-(800)367-6285 SUBMITTALS WILL ALSO BE SUPPLIED. A PROJECT SHIPPING INFORMATION DIRECT LINE-(972)497-5381 G. WIRE AND CONDUIT SIZES ARE MINIMUM.THE CONTRACTOR SHALL UP-SIZE I'I 7 SHEET WILL BE INCLUDED WITH THE SUBMITTALS TO BE COMPLETED BY THE FAX(972)497-7290 co WIRING AS REQUIRED TO SATISFY A 3%MAXIMUM VOLTAGE DROP. INSTALLING CONTRACTOR AND RETURNED DIRECTLY TO LENNOX PRIOR TO E-MAIL-ROBBIE.TEAGUE@LENNOXINTL.COM .' SHIPPING. HOURS-7AM-4PM(CST) H. CONTRACTOR SHALL CAREFULLY REVIEW CONTRACT DOCUMENTS INCLUDING W THE DRAWING AND PROJECT MANUAL.INFORMATION REGARDING WORK OF THE Ag 3�i"x14" I 6. INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO CONFIRM THE EQUIPMENT RESPONSIBILITIES-OFFERS TECHNICAL SUPPORT FOR BOTH SERVICE AND �/ VARIOUS TRADES AND SUBCONTRACTORS ARE DISPERSED THROUGH OUT THE ! O p LIST OF MATERIAL,SUBMITTALS,AND VOLTAGE OF ALL UNITS PRIOR TO INSTALLATION OF ALL LENNOX PRODUCTS TO MECHANICAL CONTRACTORS AND r•� DOCUMENTS AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE I ORDERING. TECHNICIANS. O Q TO THE FULL SET OF DOCUMENTS. ! I 7. INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO COORDINATE ALL SHIPPING NATIONAL ACCOUNT MANAGER ^ O I. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL UTILITIES ABOVE THE I OF EQUIPMENT DIRECTLY WITH LENNOX NATIONAL ACCOUNTS. CODY JACKSON V, CEILING TO PROVIDE THE GREATEST POSSIBLE CLEARANCE FOR INSTALLATION218A OS OO ! JI _ NATIONAL ACCOUNT MANAGER Of AND FUTURE CHANGES IN MECHANICAL EQUIPMENT.CONDUIT AND PIPE TO BE ! 8. INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO WARRANTY ALL LABOR FOR LENNOX INDUSTRIES W RUN UP IN JOISTS SPACE.COORDINATE SERVICE AND ACCESS POINTS ABOVE A PERIOD OF ONE YEAR FROM THE STORE OPENING DATE. 1008 WEST 2780 SOUTH CEILING TO MINIMIZE REQUIRED ACCESS. CONDENSING - SALT LAKE CITY,UT 84119 UNIT FOR ICE P RT - 9. LENNOX INDUSTRIES WARRANTEES ALL PARTS ONE YEAR,COMPRESSORS FOR 5 PHONE-(801)736-8904 z Q J. ALL ELECTRICAL EQUIPMENT MOUNTED ON ROOF(RECEPTACLES, DISCONNECT MACHINE jO E4]E3] '"'� YEARS,AND HEAT EXCHANGERS FOR 10 YEARS, LESS LABOR. CELL-(801)350.1563 "``-------��-LLLL��SSSSSSSS E-MAIL-CODY.JACKSON@LENNOXIND.COM SWITCHES,ETC.)SHALL 8E WEATHERPROOF AND/OR NEMA 3R. �� 200 LBS J I a 1,500 10. INSTALLING CONTRACTOR IS RESPONSIBLE FOR STARTING UP ALL UNITS AND SUPPORT-(800)367-6285 (n K. REFER TO MECHANICAL AND HOOD DRAWINGS FOR ADDITIONAL ELECTRICAL ', 3,000 CFM SEE DETAIL FOR DUCT MAKING SURE THAT THEY ARE ALL FUNCTIONING PROPERLY. C 180 CFH SUPPORT DEAIL(TYPICAL) G Z REQUIREMENTS. PROVIDE ALL CONTROL CONDUIT AND WIRING AS REQUIRED i, � RESPONSIBILITIES-OVERSEES ALL FUNCTIONS OF ACCOUNT.CORPORATE LIAISON L 286A O4 11. INSTALLING CONTRACTOR CAN CONTACT THE FOLLOWING LENNOX NATIONAL BETWEEN LENNOX INDUSTRIES AND NOODLES&COMPANY. FOR INTERLOCKING FANS, MOTORS, ETC.AS INDICATED ON THE MECHANICAL 3/4"(180) O O AND HOOD DRAWINGS. BAROMETRIC RELIEF-\\-- - L. ELIEF I ACCOUNT TEAM MEMBERS TO ASSIST IN THE PROCESS: L. ALL ELECTRICAL EQUIPMENT ON ROOFTOP EQUIPMENT SHALL BE MOUNTED ON A CONDENSING Z co z NON-REMOVABLE PANEL OF THAT EQUIPMENT.THIS LOCATION SHALL BE 2 UNIT FOR = N COORDINATED WITH THE MECHANICAL OR PLUMBING CONTRACTOR PRIOR TO S WF LK-IN Q LER _j ROUGH-IN. �i 26�10LBS V) Q M. ALL WIRE FOR ROOF MOUNTED EQUIPMENT SHALL BE PROVIDED WITH 90"THHN �\RT'U! W LL INSULATION. V Cl) III p i Q � Q O N. ROOFTOP UNITS SHALL BE PROVIDED WITH FACTORY MOUNTED DISCONNECT 1,500 LBS u) Q O SWITCHES.SERVICE OUTLETS PROVIDED BY ELECTRICAL CONTRACTOR. 5,000 CFM j 30"x20" 180 CFH I \ O 00 0. LANDLORD APPROVED ROOFING CONTRACTOR SHALL PERFORM ALL ROOFING O N Ur WORK TO MAINTAIN ROOFING WARRANTY. - 8 z O C PLUMBING PLAN NOTES \ PROVIDE FITTINGS& 1� GAS PIPE DOWN THROUGH ROOF.SEE"ROOF PENETRATION"DETAIL ON SHEET T� OFFSETS AS REQUIRED •o m.o P4.0,AND REFER TO SHEET P1.1 FOR CONTINUATION. 130" ��x1• L TO STACK(TYPICAL) DUCTWORK C v c a ROUTE GAS PIPE ON ROOF PER"ROOF BLOCKING PIPE SUPPORT'DETAIL ON 1 EF ' °- SHEET P4.0. PAINT GAS PIPING WITH RUST RESISTANT YELLOW PAINT. 1 O \ ? y w-`•'. \ O� 7 ❑3 ROOFTOP EQUIPMENT:SEE"ROOFTOP UNIT CONNECTIONS"AND"MAKE-UP AIR CO 325 LBS �� UNIT CONNECTION"DETAILS ON SHEET P4.0 FOR CONNECTION REQUIREMENTS. ! \ I •� Oz LL m ® FIELD COORDINATE ALL NOODLES ROOFTOP EQUIPMENT LOCATIONS AND VENT o \ 1 1 a TERMINATIONS TO MAINTAIN CODE REQUIRED DISTANCES AND EQUIPMENT 7 °' �� > III IIA REQUIRED CLEARANCES. \ ----- -- - >mxm ❑5 PROVIDE BRADFORD WHITE#239-44069-01 CONCENTRIC VENT TERMINAL KIT FOR 3/4"(180) 'x, / G \ \ 1a WATER HEATER.ROUTE UP TO ABOVE ROOF AND TERMINATE PER 1"269 - \ l _.. `�'. d 41�0 3 MANUFACTURER'S RECOMMENDATIONS.CONTACT LANDLORD'S ROOFING ( )tj \ O OI G- -� S--D Q C m9O3 CONTRACTOR TO FLASH PENETRATIONS.EXTEND EXHAUST VENT MIN T-0" ! a1r. °T 6 30"x14" g1A ABOVE ANY OUTSIDE AIR INTAKE WITHIN 10'-0"PER CODE. 30"x20" I- r-s �„-� - IH n © PROVIDE NEW VENT THRU ROOF IN THIS VICINITY PER"VENT THRU ROOF(VTR)" ® r �tJ 1% 2 I I 30"x14" k , 5: _ DETAIL ON SHEET P4.0. LOCATE VENT THRU ROOF A MINIMUM OF 10'-0"AWAY �' 325 LBS E I m FROM NEAREST AIR INTAKE ON ROOF. In, .C` 30"x20" �7 PRESSURE REDUCING VALVE. INLET PRESSURE IS 2 PSI,OUTLET PRESSURE IS 7" \ \ ! © 4"VTR- WC. ! MUA O3 ®F3 00 ® EXISTING ROOF DRAINS TO REMAIN, PROTECT PIPING DURING CONSTRUCTION. ( 1,000 LBS \ 18"x24" ® I I I { ;..) MECHANICAL PLAN NOTES 1 Revisions O ISSUED FOR LANDLORD REVIEW INSTALL OWNER FURNISHED ROOFTOP UNIT AND ROOF CURB.COORDINATE ..� UNIT WITH STRUCTURE.SHIM UNIT AND CURB LEVEL FOR PROPER CONDENSATE 01-21-2015 DRAINAGE. PROVIDE FLEXIBLE CONNECTORS ON THE SUPPLY AND RETURN AIR Q ISSUED FOR PERMIT DUCT CONNECTIONS.TRANSITION TO DUCT SIZES SHOWN.PROVIDE DUCTWORK 02.04-2015 AND AIR DISTRIBUTION DEVICES AS INDICATED ON THE PLAN.REFER TO If 1 11 11 ifQ ROOFTOP UNIT SCHEDULE FOR ADDITIONAL REQUIREMENTS. O INSTALL OWNER FURNISHED ROOF MOUNTED GREASE EXHAUST FAN,AND Q GREASE GUARD SYSTEM.COORDINATE INSTALLATION OF FAN WITH LANDLORD TO ENSURE THAT ANY ADJACENT TENANT DOES NOT INSTALL ANY OUTSIDE AIR Q INTAKE WITHIN 10 FEET OF THE EXHAUST FAN.CONTACT THE ENGINEER IF THE I EXHAUST FAN MUST BE RELOCATED.REFER TO SHEETS M2.0 AND M3.0 FOR ADDITIONAL INFORMATION. SUPPLY AIR FROM RTU-1 TO BE INSTALLED ABOVE MANSARD O3 INSTALL OWNER FURNISHED MAKE-UP AIR UNIT. PROVIDE FLEXIBLE _ Q CONNECTOR ON THE SUPPLY DUCT CONNECTION.TRANSITION TO DUCT SIZES SHOWN.PROVIDE DUCTWORK AND AIR DISTRIBUTION DEVICES AS INDICATED ON THE PLAN.REFER TO SHEET M2.0 FOR ADDITIONAL INFORMATION. O4 1. KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH REMOTE CONDENSING 9 .``c,P�-ED PRO,c�^ UNIT FOR WALK-IN COOLER, REFRIGERANT LINE SET,THERMOSTATIC �\S F.�GINCF9 EXPANSION VALVE,SOLENOID VALVE,TEMPERATURE CONTROL,SIGHT 65122PE �r GLASS, FILTER DRIER,PRESSURE CONTROL,CRANKCASE HEATER,LOW AMBIENT CONTROLS,WEATHERPROOF HOUSING,AND RACK FOR CONDENSING UNIT. OREGON d 2. GENERAL CONTRACTOR SHALL INSTALL AND SUPPORT CONDENSING UNIT rD ABOVE ROOF. INSTALL EQUIPMENT PER MANUFACTURER'S ✓OSFPr 25 2 o RECOMMENDATIONS.TRAP AND SLOPE REFRIGERANT LINES PER ' S'�rp Ot�� M MANUFACTURER'S RECOMMENDATIONS H 0• TN 3. GENERAL CONTRACTOR SHALL PROVIDE PIPE CURB ASSEMBLY FOR ALL ' EXPIRATION DATE'aNE4 2016 IO ROOF PENETRATIONS.SEAL PIPING PENETRATIONS THROUGH COOLER o ROOF.ALL ROOF PENETRATIONS SHALL BE THE RESPONSIBILITY OF THE N GENERAL CONTRACTOR. a � Z O5 1. KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH REMOTE CONDENSING 02/04/2015 Q UNIT FOR ICE MACHINE, REFRIGERANT LINE SET,THERMOSTATIC EXPANSION Date J VALVE,SOLENOID VALVE,TEMPERATURE CONTROL,SIGHT GLASS,FILTER 06/30/2016 a LL DRIER, PRESSURE CONTROL,CRANK CASE HEATER,LOW AMBIENT Expiration Date O CONTROLS,WEATHERPROOF HOUSING,AND RACK FOR CONDENSING UNIT. 2. GENERAL CONTRACTOR SHALL INSTALL AND SUPPORT CONDENSING UNIT ( ENGINEER 0 WEQUIPMENT ABOVE ROOF. INSTALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.TRAP AND SLOPE REFRIGERANT LINES PER I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST al MANUFACTURER'S RECOMMENDATIONS. OF MY KNOYVLEDGE,THE SAME COMPLY WITH ALL RULES, EL 3. GENERAL CONTRACTOR SHALL PROVIDE PIPE CURBASSEMBLY FOR ALL ' REGULATIONS AND ORDINANCES OF PORTLAND,OREGON ROOF PENETRATIONS.SEAL PIPING PENETRATIONS THROUGH COOLER ROOF. RELATING To STRUCTURES AND BUILDINGS. �I ALL ROOF PENETRATIONS SHALL BE THE RESPONSIBILITY OF THE Off GENERAL CONTRACTOR. 00 4. REFRIGERANT LINES BELOW ROOF SHALL BE CONCEALED WITHIN WALLS SO i ENGINEER 3 THAT THEY ARE NOT VISIBLE FROM DINING OR SERVING AREAS. I o Drawn By Checked By o © EXHAUST FROM EF-3.TERMINATE WITH GOOSENECK AND PROVIDE BIRD CW SK a. SCREEN.MAINTAIN 10'-0"CLEARANCE FROM ALL OUTSIDE AIR INTAKES. Scale Date 0)I O7 EXHAUST FROM EF-4.TERMINATE WITH GOOSENECK AND PROVIDE BIRD 1/4" = 1'-0" 01-06-2015 SCREEN. MAINTAIN 10'-0"CLEARANCE FROM ALL OUTSIDE AIR INTAKES. I Job No. m O8 INSULATE ROOF MOUNTED DUCTWORK WITH MIN. 2"THICKNESS OF 6 PCF RIGID MP ROOF PLAN 14 2115 FIBERGLASS BOARD INSULATION WITH WEATHER PROOF JACKET COMPLETELY NORTH _ SEALED WATER TYPE AND PROVIDE CROWNED FOR TOP OF DUCTWORK FOR 0 1 1/4"= 1'-0" DRAINAGE. INSULATION SHALL BE MINIMUM R-6 OR HIGHER AS REQUIRED BY THE Sheet No. LOCAL CODE. PLAN M P 1 . 0 i AOL I PLUMBING PLAN NOTES I 16 - F-1] SANITARY WASTE:CONNECT TO LANDLORD PROVIDED SANITARY PIPING, FIELD I VERIFY EXACT LOCATION AND MAKE NECESSARY CONNECTIONS AS REQUIRED PER THE EXISTING FIELD CONDITIONS.PLUMBING CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATION PRIOR TO SANITARY LINE INSTALLATION. NOTIFY 1 �. ARCHITECT/ENGINEER WITH ANY DISCREPANCIES IMMEDIATELY. Q PROVIDE NEW VENT THRU ROOF IN THIS VICINITY,SEE"VENT THRU ROOF(VTR)" 15 I I O DETAIL ON SHEET P4.0. LOCATE VENT THRU ROOF A MINIMUM OF 10'-0"AWAY FROM NEAREST AIR INTAKE ON ROOF. ------ 3 WASTE PIPING FROM THIS FIXTURE SHALL BE CAST IRON MINIMUM 10'-0" 375 E2 DOWNSTREAM FROM EQUIPMENT CONNECTION POINT IF PVC PIPING IS USED. 13 11 3 3„ T' ® DISCHARGE CONDENSATE DRAIN INTO DRAIN,WITH AIR GAP TWICE PIPE DIAMETER.REFER TO"INDIRECT DRAIN"DETAIL ON SHEET P4.0.ROUTE _ 2 - - �1° --, -- 4" - 350 '"— CONDENSATE TIGHT TO COOLER WALL AND DRAIN INTO FLOOR DRAIN. 31_mv 12 36.4 v� 2" I CONDENSATE DRAIN PIPING:PROVIDE 1"INSULATED CONDENSATE DRAIN PIPE 244$ �, i I I�EE342 j ` WCO FROM THE EVAPORATOR COIL IN THE COOLER. REFER TO"WALK-IN FFCO e z2D E 4 f , - 4;1 p�_!! 1-1/2" 2" �I C I 1 00 COOLER/FREEZER CONDENSATE DRAIN"DETAIL ON SHEET P4.0. -i- .- 3 _ :r r (363)&-., 1 E J I 'M� !!! 16 " FFCO __ v © SODA CONDUIT:PROVIDE 6"CONDUIT ABOVE FLOOR FROM SODA STORAGE TO 9 _ 3- ;,I_ als iv,, + �I 9 °`' '� j� SODA DISPENSER. MAXIMUM OF 15°HORIZONTAL BENDS. _ E - - - n c E I 1 �,. 1 I ; 17 16 N F7 DISCHARGE 1"HOOD CONDENSATE DRAIN LINE TO FLOOR SINK WITH AIR GAP OF �- �"" N ® 13" ..j ->:. ' ' 1 x I - I �' 2 " 1 ' ` ""� '� IL TWICE THE PIPE DIAMETER. , t- i3 ;il ._.•_�- '�- F fi i/ L. a�'t. f� 13 :`�4. `\. I I -------- - --- --- -_- --------------___------ 3g } J =.. -� '?TT -� =<,^'4. SAN(ETR) »- '�=" -SAN(ETR) -J1 O _ d 4— rs - L ® 6"CONDUIT THROUGH FURRING AND WALL AS REQUIRED.INSTALL USING - t - _ WCO 3„ J— L— — L-- 1 — L 1— 1 MAXIMUM OF 45*SWEEPING ELBOWS.FIELD VERIFY WITH GC AND OTHER 2„ _ I,€ -- V---- - - --- V-- -I .�- -=z..LL .�`� 1-1/2° DISCIPLINES THE ROUTING OF SODA CONDUIT.VERIFY REQUIREMENTS OF I I „ 4' I A rte., INSTALLATION PRIOR TO BID AND CONSTRUCTION.4"PVC SODA CONDUIT IS 3" -`" If ALLOWABLE WHERE 6"CONDUIT WILL NOT FIT,NOTIFY GC PRIOR TO �I-�7-2--_ �E2� 18 j 4, 3 I �4' tp I ti 3" INSTALLATION. 2" L GW --SA ( )—JI a F9 REFER TO"TWO-COMPARTMENT SINK"DETAIL ON SHEET P4.0. -31 ETR 1 10 CONNECT TO LANDLORD PROVIDED SANITARY LINE. PROVIDE GREEN TURTLE i_FFC�— -"" e W,x� ! `� I � I ._._ �_ 'E c� ,. 2 $ �� I t1 I LL � GMC 1300-UPC GREASE INTERCEPTOR.SEE DETAIL ON SHEET P2.0.PLUMBING t,i^^�` ,I I � -` " ,.,@,. „., , u7 �' 10 I Z y - , : _ I — 2' FFC WCO CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION, PLUMBING CONTRACTOR _ _ 1{ SHALL FIELD VERIFY INVERT ELEVATION PRIOR TO GREASE WASTE LINE -` ——— '�y2 �".` ✓ d- 1 I O y d7 X INSTALLATION.NOTIFY ARCHITECT/ENGINEER WITH ANY DISCREPANCIES r I 12„ }—�'f 3„ I 1 1 0.-�..-- :.—�iL ) - 3 _ I �,� .I_ I I g(TYPICAL) I rO, IMMEDIATELY. I =-"-' -23�- E2 _._�a- ' �'- I U Z z cn 1-1/2' D __11__._� ' . . WCO g::m .. __. 11 I Z N Q W 11 4”PVC AIR INTAKE LINE AND 4'PVC EXHAUST VENT LINE FOR WATER HEATER. ,) M € •-•-- }}}-------` ""-' 1 �— 212 PLUMBING CON ROUTE THROUGH ROOF AND TERMINATE WITH CONCENTRIC TERMINAL KIT PER `I 03 I A I 3" PROVIDE GREEN TURTOLE TO I ��/� (_ [ J MANUFACTURER'S RECOMMENDATIONS. I I I V) Q � Q Di 266 352 2" 212A GMC 1300-UPC GREASE !!nn 12 REFER TO"THREE-COMPARTMENT SINK"DETAIL ON SHEET P3.0. - I 3" I E2 224 I I W V Z �,_ INTERCEPTOR. SEE DETAIL 113 FOR CONTINUATION SEE SHEET MP1.0. �: �(I?{ 3 i 4 I 2" �1 ON SHEET P2.0. °1 v a w f O ' ( O m Lu 14 ROUTE WATER SOFTENER DISCHARGE PIPING HERE WITH 2"AIR GAP. '. I )� r? r tax Tat : I �. ( I00 g� E2 213 I c- Q co 15 AREA FOR ELECTRICAL EQUIPMENT,PIPING SHALL NOT CROSS WITHIN THIS I 1T_ ""�`;` I O N (� J Q AREA. = 2, 5 I Z 00 16 CONTRACTOR SHALL FIELD VERIFY EXACT CONTINUATION AND ROUTING OF 8 3'. Et, > NA LANDLORD PROVIDED SANITARY PIPING FOR A PROPER OPERATING SYSTEM _t 6 PRIOR TO PIPING INSTALLATION.NOTIFY ARCHITECT/ENGINEER WITH ANY i se I I v DISCREPANCIES IMMEDIATELY. & L` 30•XEE" 1 •o m•o I o e 17 FIELD VERIFY EXACT LOCATION OF SANITARY PIPING. PROVIDE CLEANOUT WITHIN NOODLES SPACE IN AREA INDICATED FOR PROPER WORKING SYSTEM. 18 OFFSET PLUMBING PIPING AS NECESSARY TO AVOID ANY STRUCTURAL ELEMENTS AND OTHER PIPING IN THE WALL.REFER TO ARCHITECTURAL I DRAWINGS FOR ADDITIONAL INFORMATION. 0-00 p^�. - °J z /; I i .8i X..C•E I it r o—,� ,' 'd' I CD c,"` „o V 0 E 00 00 PIPING SLOPE NOTE I 2436 EXISTING CLEANOUT TOLT I I U � m (D 0i _ 1' Ez 495 REMAIN. MAINTAIN I {` L=r�J I �t1 oa ya m0m ALL SANITARY PIPING 2"AND SMALLER SHALL BE INSTALLED WITH A SLOPE OFA' `""-'`f 14 L----V_ — _ _ _ CLEARANCES FOR ACCESS. '. uod1� ym�LL$ PER FOOT.ALL OTHER PIPING LARGER THAN 2"SHALL BE PIPED AT A SLOPE OF I I'� I I S• �o „m �Tj m � tt `` YB"PER FOOT.PROVIDE PROPER SLOPE FOR VENT PIPING TO DRAIN BACK TO I I 1.,/ Q n o ,=o9$O DRAINAGE SYSTEM TO DRAIN ANY ACCUMULATIVE MOISTURE. ri 1 \--GW- I I =m3o; T' I W a GENERAL PLUMBING PLAN NOTES - - — -- - - ----- -- _ _ ___ - -- _ -- _ _ - - --- I I o co 1. REFER TO SHEET A2-3 FOR DIMENSIONS TO LOCATE ALL FLOOR DRAINS AND4X? 3 '�` ;� 1. D ' I •• t- FLOOR SINKS. I &{ CD 2. REFER TO SHEET P3.1 FOR ADDITIONAL PLUMBING SIZES. 2" 2" G / 1 Revisions / 1 ISSUED FOR LANDLORD REVIEW 01-21-2015 ISSUED FOR PERMIT L\02-04-2015 0 - i 0 I 0 n. I CO NORTH 0 PLUMBING PLAN - WASTE AND VENT j �\��F��G1NRff 1�f 1/4"= 1'-0" 65122PECD r N PLAN a 1s 4REGON Z 2W Z EXPIRATION DATE' U. Q W F- Si U.F- 01) z02104/2015Date EL 06/30I2016 z Expiration Date 0 Z ENGINEER lY1 � THEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST aJ OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF PORTLAND,OREGON O RELATING TO STRUCTURES AND BUILDINGS. a rnl ENGINEER W 3 Drawn By Checked By 0 CW SK a Scale Date rnl rn 1/4" = 1'-0" 01-06-2015 v Job No. 14-2115 Sheet No. P1 . 0 FIRE PROTECTION GENERAL NOTES i 1. PROVIDE ALTERATIONS AND MODIFICATIONS AS NECESSARY TO FURNISH 14. AUTOMATIC SPRINKLERS SHALL BE OF THE OPERATING TEMPERATURE AS7 I AND INSTALL COMPLETE FIRE PROTECTION SYSTEM PER NFPA#13.THE REQUIRED BY THE LOCATION WITH SPECIAL REGARD FOR HEATING UNITS. 34 PRESSURE REDUCING '- I _ SYSTEM SHALL COMPLY WITH ALL REQUIREMENTS OF LOCAL,STATE AND SPRINKLER PIPING SHALL ROUTE AROUND, PROVIDE PROPER CLEARANCES, VALVE. SET TO 60 PSI I { FEDERAL AUTHORITIES AND LANDLORD'S INSURING AGENCY. AND AVOID CONFLICT WITH BUILDING EQUIPMENT AND SYSTEMS. ui _ 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS 15. ALL PIPING SHALL BE ROUTED IN THE SUSPENDED CEILING SPACE, OF THE LOCAL FIRE PROTECTION DISTRICT AND WATER DEPARTMENT. CONCEALED IN WALLS AND BEHIND FIXED FURNISHINGS, UNLESS 21 342 K2 rn OTHERWISE INDICATED.ALL PIPING EXPOSED TO VIEW SHALL BE ROUTED AS v I 1BALANCING I am 3. ALL AUTHORITIES HAVING JURISDICTION SHALL BE NOTIFIED AT LEAST HIGH AS POSSIBLE AND TIGHT TO THE UNDERSIDE OF THE STRUCTURE. J i 496A 15 K3 364 D VALVE I �' THREE(3)WORKING DAYS PRIOR TO COMMENCEMENT OF WORK. 1 16. REFER TO ARCHITECTURAL DRAWINGS OR CONSULT ARCHITECT FOR EXACT 4. PROVIDE AN AUTOMATIC WET PIPE SPRINKLER SYSTEM INCLUDING PIPING, LOCATION OF FIXTURES, EQUIPMENT, ETC.AND FINAL FINISHED ELEVATIONSdm 3 HANGERS,VALVES,ALARMS,SUPPORTS AND SPRINKLER HEADS, PRIOR TO ANY INSTALLATION WORK. Ire^ j` DISHWASHING 4968 F NECESSARY AND AS REQUIRED FOR INSTALLATION OF COMPLETE AND 5 �--� / 16 275 �� 107 { APPROVED FIRE PROTECTION SYSTEMS. 17. EXISTING SYSTEMS THAT REQUIRE RELOCATION AND SERVE EXISTING ) FIXTURES OR EQUIPMENT OR AREAS THAT MUST REMAIN ACTIVE,SHALL BE € # „�., --�c � � ~ -� WS CWS ' -- I 5. WORK SHALL BE PERFORMED BY AN APPROVED AUTOMATIC FIRE RELOCATED DURING OWNER SCHEDULED SHUT-DOWNS. TEMPORARY 4 ( " " "- '"" _ PROTECTION SPRINKLER CONTRACTOR. SHOP DRAWINGS AND CONNECTIONS AND EXTENSIONS OF REQUIRED SYSTEMS SHALL BE "' -- "$L'C !� 10 � ( � 3 € ! ) (TY i f ( I �_r' CALCULATIONS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL PROVIDED AS NEEDED AND AT THE CONTRACTOR'S EXPENSE. I fy` j a ' ' )ff( ENGINEER. APPROVED CONTRACTOR AND THE CONTRACTOR'S REGISTERED I r'r T,_I 1.1 }' \' •A t! ENGINEER SHALL BE LICENSED WITH THE PROPER AUTHORITIES FOR THE 18. CONTRACTOR SHALL VISIT THE SITE AND DOCUMENT EXISTING CONDITIONS '"" "'"""'" �'�.° 1?i I "`�v`" - `-' -" _' ♦ - - 4 ' • GC LOCATION OF THIS PROJECT. WITHIN THE LIMITS OF DEMOLITION, PRIOR TO START OF ANY WORK. I U u 1 1 FORWARD TO ARCHITECT/ENGINEER, FOR REVIEW, ONE 1 COPY OF s c B 363 K1 r' *„� ("E.'!' a o,oio ,a a oac,xxr'` ,I _ •Op 6. PROVIDE A COMPLETE WET PIPE SPRINKLER SYSTEM FOR ALL AREAS, EQUIPMENT AND SYSTEMS BEING REMOVED BY DEMOLITION WORK AND NEW _ l I ;r _ >- -- ;,- , a s.� ,(--�i 350 'x. 00 UNLESS OTHERWISE INDICATED OR REQUIRED FOR FREEZE PROTECTION. INSTALLATION WORK. LIMITS OF DEMOLITION AREA SHALL BE AS INDICATED I ON DRAWINGS PREPARED BY THE ARCHITECTURAL CONSULTANT. 227aA{` i .,, .;(",>=Ix 7. SPECIAL CONSIDERATION SHALL BE GIVEN TO AREAS THROUGHOUT THE 2 497 -'i ,i (90 C ) � s j 1;227 3 ' �/ ' 1 BUILDING SUCH AS DROPPED SOFFITS, LIGHTING SOFFITS AND RECESSED 19. CARFULLY REVIEW THE INTERIOR DESIGN,ARCHITECTURAL, STRUCTURAL 3[4" ♦ 1 �_ STORAGE RACKS THAT NECESSITATE ADDITIONAL SPRINKLER HEADS. AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL ITEMS '" � (6TUFFFF 11 TO BE REMOVED, RELOCATED,OR ACCOMMODATED; INCLUDE ALL COSTS IN mil--" 220 3 I♦♦ 3/4" (135 CFH) m 1 , _ 1 0 Q 8. RUN PIPING HORIZONTALLY AND AT RIGHT ANGLES TO WALLS AND CEILINGS. BASE BID FOR THIS WORK. f+' y 6 18 (80 CFH). I U� KITCHEN/PREP 1" I -•�- - CENTER SPRINKLER HEADS IN BOTH HORIZONTAL DIRECTION WITH RESPECT 218 -- �:. .I (� �'�., 3l4't`• ' 14 3b2. I 110 `1 F { `^ TO CEILING COMPONENTS, SUCH AS CEILING GRID, LIGHT FIXTURES, HVAC 20. NEW OR EXISTING EQUIPMENT SHALL NOT BE LOCATED ABOVE 6_,.. J - .4 t 1 O DIFFUSERS AND SPEAKERS ORAS DIRECTED BY OWNER'S REPRESENTATIVE. UNACCESSIBLE CEILINGS. PROVIDE LOCATION OR RELOCATION OF III ? _ 35,0/. ( 1 " ., 352 _ vJ EQUIPMENT TO AREAS ABOVE ACCESSIBLE CEILINGS AND RECONNECT , "'"" "-� �`'�. `"' ' { _ 9. FIRE PROTECTION SYSTEM SHOP DRAWINGS SHALL INCLUDE SEPARATE AND EQUIPMENT TO SYSTEMS. 1 -F K; -�. LU .g=.. .•3 --� ,f--e j ""'� F K COMPLETE REFLECTED CEILING PLANS INDICATING LOCATION OF EACH x (:�- ! { -- ? I I _ {�:i!y_ °'� {'(j_ II.- )I ____-__ -_ - __ _ _____-__ __-__ _ __- D t SPRINKLER HEAD AS WELL AS PIPING LAYOUTS. 21. DRAINING AND REFILLING OF SYSTEMS AS REQUIRED FOR DEMOLITION B .t r I I- ! ' 9Ij�. ` -,t 4 ! ,,y,,, ;;.!) �i \ \j�I!'s ) -€1 + Q 1 f � A, LIs I sl" ,.,1, �_ I I (- r Ecl = :.:_ :(IE 1{.. D AND/OR NEW INSTALLATIONS WORK,SHALL BE THE RESPONSIBILITY OF THIS Tr' x 333 `"" ,; 7�_® . ' _ .a" r :. 10. PROVIDE MAIN DRAINS AND AUXILIARY DRAINS WHERE NECESSARY. CONTRACTOR. 11. PROVIDE TEST CONNECTIONS AT MOST REMOTE POINT OF MAIN PORTION OF 22. ALL SPRINKLERS IN CEILINGS SHALL BE CONCEALED FLUSH PLATE TYPE OF \ - 't.._ i.`ry t- - 1 EACH SPRINKLER SYSTEM. WHATEVER TYPE AND FINISH APPROVED BY INTERIOR DESIGNER AND O \ s! '• ' € _ - OWNER. ALL SPRINKLERS IN OPEN CEILING AREA SHALL BE UPRIGHT TYPE ? TYPICAL 231 ♦;°' 12. LAYOUT THE SPRINKLER PIPING SO THAT THERE IS A MINIMUM SEPARATION AND FINISH APPROVED BY INTERIOR DESIGNER&OWNER. EXACT LOCATIONS 2 I ♦♦ M-- •(�---- - ' I /` �BAf1ANCIN� 212 { O F- l 3.1 -- Z OF 12"BETWEEN THE CEILING HEIGHT AND THE BOTTOM OF THE SPRINKLER OF EACH AND EVERY SPRINKLER WILL BE APPROVED BY INTERIOR DESIGNER ' _ -_ _ CVyS_ _ ' � / VA E A U) PIPE OR ROUTE PIPING AROUND LIGHT FIXTURES TO AVOID CONFLICTS AND OWNER. SUBMIT PRODUCTS AND SPRINKLER LOCATIONS TO INTERIOR -- +-�--- I -- HWS--- -•�-- -- -- -- --- 212AZ N Q DESIGNER AND OWNER FOR APPROVAL PRIOR TO SHOP DRAWING PROCESS. =j'- - CWS - -- - 06 = N J CD 13. FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY EXACT REQUIREMENTS HWR '^ C/) � FOR BUILDING REGARDING PIPE SIZES,ADAQUATE PRESSURES, SERVICE ''^I'.r E - o { vJ O) -N'' ' ORDERITO GO ❑ LOCATIONS,ZONING AND SUBMIT SHOP DRAWINGS TO THE AUTHORITIES E.>sl �. _mmu ` 109 _ Of 0 Z FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION OF FIRE "'` `� ,242 , j `a 24 P ! 213 { J > O Z Q PROTECTION WATER SERVICE AND SYSTEMS. I ! 2424 7 a I Fn 00PLUMBING PLAN NOTES °` r, 71, 1 O N J Q mac-_ i"`"% an ' CL 11 DOMESTIC WATER: CONNECT NEW 1-1/2"WATER LINE TO LANDLORD PROVIDED 18 PROVIDE WATER CONNECTION TO PASTA COOKERS 12"AFF.PROVIDE 30"X48" WATER SUPPLY WITH SHUT-OFF VALVE IN THIS AREA,FIELD VERIFY EXACT SIZE DISCONNECT,DORMANT MODEL#71-11148,COORDINATE WITH NOODLES 490 m i - aka ° mt ,`)..I 1I ' AND LOCATION. FIELD VERIFY SUB-METER AND WATER METER LOCATIONS. PROJECT MANAGER FOR REQUIREMENTS PRIOR TO INSTALLATION. ;a N { COOLER PROVIDE NEW PRESSURE GAUGE ON MAIN WATER LINE AND AFTER WATER ( I ( 113 I - { j DINING B SOFTENER.CONTRACTOR SHALL MAKE NECESSARY CONNECTIONS AS REQUIRED. 19 DROP 1-1/4"COLD WATER PIPING WITH BYPASS VALVE FOR FUTURE WATER c s: ' ! -�- e ; 102 ' O m•^ PROVIDE WATER PRESSURE TEST AND GPM TEST(MIN.35 GPM)AND NOTIFY SOFTENER.SEE DETAIL ON SHEET P3.0.CONTRACTOR TO PERFORM WATER 8 1013 CONSTRUCTION MANAGER WITH RESULT.PROVIDE AND ADJUST PRESSURE PRESSURE TEST AND WATER QUALITY TEST AND NOTIFY CONSTRUCTION -\:..: I 1 "` C °o•O• REGULATOR TO SET AT 60 PSI. MANAGER WITH THE REPORT.WATER SOFTENER IS REQUIRED IF THE WATER I-- -! "" 4-'�h =•`oo• QUALITY IS HIGHER THAN 6 GRAINS PER GALLON. 1-1/2"COLD WATER PIPING 499A or 4<) '1 to I , ?� i `Sv 'Os '=r F2PROVIDE NEW WATER HEATER HERE PER THE DETAIL.SEE SHEET P3.0.CHECK CONNECTION MAY BE REQUIRED DEPENDING ON THE WATER PRESSURE,CONSULT _p '-�, s ! - ON WITH NOODLES CONSTRUCTION MANAGER PRIOR TO BID/PURCHASE ON FINAL WITH CONSTRUCTION MANAGER. 4998 ` `- !I`, `°1 1 `�iiJU,k z �6 2 v =m CO CO APPROVED WATER HEATER SPECIFICATIONS. \ ' �J 12 i66 { C � O-LL In 20 CONTRACTOR TO PROVIDE STANDOFF FOR WATER,GAS, ETC. PIPING BEHIND 9L`$� 1 I V •o °a ❑3 COOKING APPLIANCE GAS PIPE SUPPLY, REFER TO"COOKING APPLIANCE GAS COOK LINE AND ALL PIPING SHALL TURN AND BEND AS SOON AS IT COMES OUT - '*"' \ -- 1 { y o y 'C E PIPE"DETAIL ON SHEET P4.0. THE WALL IN CLEAN AND NEAT MANNER. �'e \ { t ; DINING A { > = ♦ .! 11 101 7 s- �• O ® GAS SHUT-OFF VALVE: FURNISHED BY KITCHEN HOOD SUPPLIER AND INSTALLED 21 AREA FOR ELECTRICAL EQUIPMENT. PIPING SHALL NOT CROSS WITHIN THIS AREA. - - ...r0'� ! 1 1 iiL • °°• N om'� BY PC INTERCONNECT TO HOOD FIRE SUPPRESSION SYSTEM BY FPC. -,"w,`,,,,;-; •Ta I V o ^ � � - 22 PROVIDE COLD WATER SUPPLY TO ECOLAB VICTORY SYSTEM.STUB LINE AT 60" I '� _. ~ --�g' t - -495-19 I �.o `+'m d V m 3 ❑5 GAS PIPING STUBBED THROUGH THE ROOF,SEE SHEET MP1.0.FOR GAS PIPING A.F.F.WITH HORIZONTAL LEAVE TOWARDS ICE MACHINE/DRAIN BOARD.INSTALL �p _ y • ` _ __ ~_ ~ _ _______�_ _ ' __ _ _ _ __ ____ __ __ _ __ __ _ __ __________ _ _ ___ Q,^V o F G OOOO ROUTED ON ROOF. PER MANUFACTURER RECOMMENDATIONS,AND PROVIDE BACKFLOW PREVENTION \ ^ / !� `� - ♦ 'i 3 �m oma \� - 4 ; 1 ♦.� w 31°1 AS REQUIRED BY AUTHORITY HAVING JURISDICTION.PROVIDE WITH xITCHEN/SAO "GE ♦ c v © PROVIDE}�^VALVED CW LINE TO THE PASTA COOKERS.ROUTE REINFORCED FOOD THREADED ANGLE STOP. O 3/8" r„ 3 ♦ ; / ! s( ENT Y I W GRADE PLASTIC FILTERED WATER TUBING AND QUICK DISCONNECT PROVIDED BY ,EI ` / i> -.,y4 / I H 2 100 �E'Fa: "� o KITCHEN EQUIPMENT SUPPLIER. 23 TRAP PRIMERIVALVES TO BE IN AN ACCESSIBLE SPACE ABOVE CEILING,IF NOT I--=1 "' 3 t~ 4 !' (200 CFH) I m PROVIDE A MINIMUM 12"x12"ACCESS PANEL,OR LARGER IF REQUIRED TO 1" [_7 BEVERAGE REINFORCED FOOD GRADE PLASTIC FILTERED WATER TUBING - •"-�-'- --�- -'- li - { BEVERAGE DISPENSER.REFER TO BEVERAGE STATION DETAIL ON SHEEE ADEQUATELY ACCESS THE TRAP PRIMERIVALVES.T P4.0. t L 24 OFFSET PLUMBING PIPING AS REQUIRED TO AVOID STRUCTURAL ELEMENTS AND ® OFFSET A REDUCED PRESSURE/DOUBLE CHECK BACKFLOW PREVENTER OR AS OTHER PIPING IN WALL. i REQUIRED FOR THE WATER SUPPLY LINES.THE RELIEF VALVE SHALL DRAIN G { INDIRECTLY TO THE FLOOR SINK/DRAIN WITH AN AIR GAP OF TWICE THE PIPE 25 PROVIDE WATTS#L7 BACKFLOW PREVENTER OR CITYAPPROVED AT WATER I / _ DIAMETER.REFER TO"KITCHEN EQUIPMENT LIST&CONNECTION SCHEDULE"FOR SOFTENER AND WATER FILTER. SEASONAL PATIO MODEL AND TYPE.NO COPPER TUBING IN THE SYSTEM DOWNSTREAM OF THE 17 498 114 BACKFLOW PREVENTER TO PRECLUDE THE POSSIBILITY OF COPPER POISONING. 26 PROVIDE PRESSURE REDUCING VALVE,WATTS 3/425AUB-Z3. { Revisions ❑9 CONNECT}2"CW LINE TO NEW FILTER FOR ICE DISPENSING MACHINES AND TEA 27 ALL PLUMBING PIPING SHALL BE COORDINATED WITH JOISTS,JOIST WEBBING,AND I ISSUED FOR LANDLORD REVIEW BREWER TO BE SUPPLIED BY KITCHEN EQUIPMENT SUPPLIER.PROVIDE STAINLESS WITH OTHER DISCIPLINES PRIOR TO INSTALLATION. I ( I E 01-21-2015 STEEL BACKFLOW PREVENTER AT WATER SUPPLY. C ISSUED FOR PERMIT 10 PROVIDE}"VALVED FILTERED LINE TO BAG-N-BOX BOOSTER PUMP SYSTEM AND 28 ESCUTCHEON,DOWN IALVE FOR USE ITH FUTURE WATER TEMPERL AND TURN 90-AND OUT THE WALL 12"A.F.F. ING KIT. -- J 02-04-2015 FREESTYLE COKE MACHINES,SEE SHEET P1.0 FOR CONDUIT ROUTING.PROVIDE Q STAINLESS STEEL BACKFLOW PREVENTER AT WATER SUPPLY VERIFY AND 29 ALL PIPING INSTALLATION SHALL NOT OBSTRUCT THE OPERATIONS OF THE WATER COORDINATE ALL REQUIREMENTS FOR SODA DISPENSING SYSTEM WITH SOFTENER AND SHALL NOT INTERFERE ACCESS TO CONTROL BLOCK. MANUFACTURER PRIOR TO INSTALLATION.ROUTE PIPING IN SODA CONDUIT TO A COKE MACHINE OR AS DIRECTED BY MANUFACTURER. 30 PROVIDE 1/2"VALVED CW AND HW LINE WITH MIXING VALVE LOCATED RIGHT Q BELOW CEILING AND SET TO 70"F FOR FUTURE ECOLAB QUAT SANITIZER ABOVE 11 1/2"FW WATER FOR ICE MACHINE ON TOP OF FREESTYLE COKE MACHINE. SINK,STUB LINE AT 60"A.F.F.WITH HORIZONTAL LEAVE TOWARDS PRE-RINSE 12 GAS LINE ROUTED IN LOW WALL TO SERVICE GAS EQUIPMENT. SINK/DISHWASHER.PC TO PROVIDE BFP IF NOT SUPPLIED BY CHEMICAL SUPPLIER. Q PROVIDE WITH THREADED 3/8"ANGLE STOP. 13 ALL PIPING AND ASSOCIATED PLUMBING EQUIPMENT FOR SODA SYSTEM SHALL BE 31 ROUTE CW, HW,AND FW PIPING CONCEALED UNDER FLOOR SLAB OR IN LOW WALL INSTALLED BY A STATE LICENSED PLUMBER. AS REQUIRED PER FIELD CONDITIONS.PROVIDE WATER TIGHT PIPING. 14 ROUTE 1/2"CW WATER LINE TO SERVE DIPPER WELL. 32 VERIFY IN FIELD FUNCTIONALITY OF EXISTING HOSE BIBB.IF HOSE BIBB IS INPROPER WORKING ADDITIONAL HOSE N 15 LINE AT 60A.F.F.WITH HORIZONTAL LEAVE AWAY ROPROVIDE 1/2"VALVED HW LINE FOR FUTURE ECOLAB SCOUT ABOVE SINK,STUB NOTIFY CONST UCTTIION MANAG R WITH RESULTS PRIOR TO BID.IBB NEED NOT BEPROVIDED. NORTH O w 1/41PLUMBING PLAN - WATE R AN D GAS ��eE�IN�FFss� 00 " FROM PRE-RINSE "= '4" !�� M SINKIDISHWASHER.INSTALL APPROVED BACKFLOW PREVENTER,RPZ BACKFLOW 33 LOW PRESSURE GAS SYSTEM AFTER MAXITROL VENT LIMITER PRESSURE 65122PE PREVENTER WATTS#009 OR AS REQUIRED BY AUTHORITY HAVING JURISDICTION. REGULATOR. INLET PRESSURE 2 PSI;OUTLET PRESSURE 7"W.C.FIELD VERIFY PLAN PC TO PROVIDE BFP IF NOT SUPPLIED BY CHEMICAL SUPPLIER.PROVIDE WITH EXACT LOCATION AND LENGTHS. N THREADED 3/8"ANGLE STOP. NEW/EXSTING OREGON a LOCATED IN P 16 DISHWASHER ELECTRICAL ACCESS SHALL BE LOCATED IN OPEN AREA FOR EASY 34 REARIDE OF SPACE. OTAL GAS S STEMNEW GAS PIPING ROUTEDRIS 1^,364 CFH LAND SIZED AT OOGAS METERDE ELOPED `�O'Pr 7 25 2�t� H 4 ACCESS AND NOT IN AGAINST WALL.COORDINATE WITH ELECTRICAL DRAWINGS. LENGTH WITH 2 PSI PRESSURE AND A 1 PSI PRESSURE DROP. CONTACT GAS "O 0• G. TN O17 PROVIDE A WATTS MODEL#N9-CD FIELD TESTABLE DUAL CHECK VACUUM COMPANY FOR NEW GAS SERVICE LOADS. FIELD VERIFY EXACT LOCATION.NOTIFY z Z BREAKER OR AHJ APPROVED ON FAUCET OUTLET,ALSO PROVIDE DEDICATED 1/2" ARCHITECT/ENGINEER IF DIFFERENT PRESSURE IS PROVIDED. EXPIRATION 0 NE 30. 201rp Q CW AND HW LINE WITH POWERS E480 THERMAL MIXING VALVE LOCATED RIGHT m BELOW CEILING.SET WATER TEMPERATURE TO 70"F FOR OPTIMAL CHEMICAL 0J MIXING.STUB OUT WALL AT 60"A.F.F.FOR FUTURE ECOLAB OASIS.PROVIDE Si azure LU Q WATTS#009 RPZ BACKFLOW PREVENTER OR CITY APPROVED AT CHEMICAL 02/04/2015 STATION.PROVIDE WITH THREADED 3/8"ANGLE STOP. Date Z 06/30/2016 g Expiration Date D_ Z COORDINATE ALL HAND SINK FAUCETS WITH GENERAL PLUMBING PLAN DEMOLITION NOTES ENGINEER m CONTRACTOR. DISCARD ALL HAND SETS THAT ARE PROVIDED WITH HEREBY CERTIFY THAT THESE PIANS HAVE BEEN PRE- BOWLS AND PROVIDE NEW HAND SINK FAUCET PER THE PARED UNDER MY SUPERVISION AND THAT TO THE BEST SPECIFICATION LISTED ON P2.0. REMOVE ALL EXISTING PLUMBING RELATED FIXTURES, EQUIPMENT, OF MY KNOWLEDGE.THE SAME COMPLY WITH ALL RULES, a PIPING, ETC. NOT TO BE UTILIZED IN THE COMPLETED REMODEL REGULATIONS AND ORDINANCES OF PORTLAND,OREGON 1 WORK.FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID. RELATING TO STRUCTURES AND BUILDINGS. CONTRACTOR SHALL REMOVE ALL EXISTING DRAINS;CUT AND CAP rnl FURNISH AND INSTALL BRAIDED STAINLESS STEEL FAUCET AT ACTIVE MAIN. CONNECTORS AT ALL EXPOSED FLEXIBLE HOSE LOCATIONS ENGINEER 00 - EXCEPT AT EQUIPMENT PROVIDED BY KES. - m Drawn By Checked By •30 THE GENERAL CONTRACTOR AND PLUMBING CONTRACTOR MUST CW SK FIELD DETERMINE REQUIRED DEMOLITION AND RELOCATION OF a CONTRACTOR SHALL PROVIDE ALTERNATE BID FOR ZURN PEX EXISTING PLUMBING ITEMS INCLUDING SANITARY PIPING PRIOR TO Scale Date arl TUBING SYSTEM ON THE DOMESTIC WATER SYSTEM INCLUDING BID. 1/4"= V-0" 01-06-2015 ALL THE FITTINGS,MANIFOLDS,REGULATORS,SUPPORTS,ETC. qT SEE MP SHEET FOR PEX TUBING SYSTEM SPECIFICATIONS. Job 1.4 2115 Q PLUMBING CONTRACTOR SHALL PROVIDE ALTERNATE BID FOR JAY R.SMITH QUAD CLOSE TRAP SEAL AS OPPOSED TO TRAP PRIMERS rn IF LOCAL CODE PERMITS THE USE OF TRAP SEAL.TRAP SEALS ARE Sheet No. TO BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. 1 1 NOTE BACKFLOW PREVENTER NOTES PLUMBING SYMBOLS LEGEND GENERAL NOTES PLUMBING FIXTURE SCHEDULE _ ALL TYPES OF BACKFLOW/BACK SIPHONAGE DEVICES SHALL BE THE INSTALLATION OF EACH RP, RP DETECTOR, PVB AND SVB SHALL DISPLAY A DEPARTMENT -HWR HOT WATER RETURN A. SPECIFICATIONS, REFER TO"PLUMBING"SECTIONS,SEE MEP1 DRAWING, PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL FIXTURES IN THIS SCHEDULE: FIELD TESTED IN ACCORDANCE WITH THE MANUFACTURER'S ASSIGNED IDENTIFICATION NUMBER. - COLD WATER(CW) "GENERAL CONDITIONS"/"SUMMARY OF WORK"SECTIONS AND ELSEWHERE IN O TANK WATER CLOSET(HANDICAP):AMERICAN STANDARD#2467.016"CADET", FLOOR INSTRUCTIONS BY A CERTIFIED TESTER BEFORE INITIAL OPERATION. FW FILTERED COLD WATER(FW) DRAWINGS FOR FURTHER INFORMATION AND REQUIREMENTS FOR PLUMBING MOUNTED,WHITE VITREOUS CHINA,ELONGATED SIPHON JET BOWL, PRESSURE FINAL PLUMBING INSPECTIONS WILL NOT BE APPROVED WITHOUT THE BACKFLOW PREVENTER SHALL BE INSTALLED SO THAT THE RELIEF VALVE OUTLET IS CONTRACTOR. ASSISTED 1.6 GPF, RIM 16-1/2"AFF WITH#4142.600 TANK COVER LOCKING DEVICE. TESTER'S REPORT BEING SUBMITTED TO THE VILLAGE PLUMBING PROTECTED BY AN APPROVED AIR-GAP.THE DRAIN FROM THE RELIEF VALVE MUST -- HOT WATER(HW) 140° OLSONITE#95CTSS OPEN FRONT SEAT LESS COVER.PROVIDE LOOSE KEY ANGLE STOP. INSPECTOR PRIOR TO FINAL INSPECTION. DISCHARGE TO EITHER A FLOOR DRAIN OR AN APPROVED RECEPTOR. NO PART OF THE G GAS LINE (G) B. SUSPEND ALL HORIZONTAL SERVICE PIPING SHOWN ON THIS PROJECT SUCH AS, BACKFLOW PREVENTER MAY BE SUBMERGED UNDER ANY CIRCUMSTANCE. BUT NOT LIMITED TO,WATER,SANITARY,WASTENENT,STORM WATER,GAS,ETC. O URINAL(HANDICAP):AMERICAN STANDARD#6550.001 "ALLBROOK FLOWISE",WHITE D CONDENSATE LINE(D) FROM UNDERSIDE OF ROOF AND/OR FLOOR STRUCTURE,UNLESS OTHERWISE VITREOUS CHINA, HIGH EFFICIENCY 0.5 GPF,WALL MOUNTED,3/4"INLET SPUD,FLUSHING RP, PVB,OR SVB'S SHALL NOT BE BY-PASSED.EXCEPT FOR REPAIR,THEY SHALL NOT BE NOTED OR INDICATED. HOLD SUCH PIPING HIGH AS POSSIBLE.EXTEND PIPING RIM AND WALL HANGERS;SLOAN"ROYAL"#186-0.5 WITH VACUUM BREAKER,ANGLE ALTERNATE LOCATION,TERMINATE THRU WALL AND ELBOW DOWN MADE INOPERATIVE OR REMOVED WITHOUT DEPARTMENTAL APPROVAL. PLUMBING VENT(V) DOWN IN WALLS, PARTITIONS, CHASES, ETC..TO SERVE FIXTURES AND CHECK STOP AND CHROME PLATED SOLID RING PIPE SUPPORT NUMBER J-212-A.RI WITH BRASS NIPPLES, FITTINGS AND ESCUTCHEON. EQUIPMENT AS SHOWN ON PLANS. 15-1/4"AFF TO RIM. PROVIDE WATTS BACKFLOW PREVENTER FOR 3-COMP SINK CHEMICAL STATION,MOP SINK SANITARY WASTE(SAN)-BELOW SLAB/GRADE IN CHEMICAL STATION,CARBONATOR,WATER FILTER,TEA MAKER,COFFEE MAKER,ICE GW GREASE WASTE LINE C. CONTRACTORS AND SUB-CONTRACTORS SHALL CAREFULLY REVIEW THE © LAVATORY:KOHLER#K-2084"SOHO"WITH OVERFLOW,20"x18"WALL MOUNTED,WHITE ROOF MACHINE, ETC.AS REQUIRED BY HEALTH DEPARTMENT. CONSTRUCTION DOCUMENTS.INFORMATION REGARDING THE COMPLETE WORK VITREOUS CHINA LAVATORY;MOEN FAUCET"ALIGN"MODEL NO.6190,POLISHED CHROME - -- - - - EXISTING PIPING IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY FINISH.LOW SPOUT DESIGN WITH 0.5 GPM FLOW RATE.TEMPERATURE MEMORY FAUCET. PIPE PENETRATION THROUGH ROOF PER"ROOF AN ATMOSPHERIC VACUUM BREAKER OR BACKFLOW PREVENTION DEVICE MUST BE DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET. HIGH TEMPERATURE LIMIT SETTING FOR SAFETY.ONE-PIECE,SELF CONTAINED CERAMIC PENETRATION"DETAIL ON SHEET P4.0. INSTALLED ON ALL THREADED HOSE BIBBS INSIDE AND OUTSIDE THE ESTABLISHMENT. DISC VALVE.PROVIDE WITH POLISHED CHROME STRAINER.CHROME PLATED CAST �C �J PIPE TURNING UP/DOWN D. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY BRASS P-TRAP WITH CLEANOUT AND WASTE ARM TO WALL WITH ESCUTCHEON,LOOSE GAS PIPING IN CEILING -(�- --�- SHUTOFF VALVE(BALL TYPE) OTHERS, REQUIREMENTS OF THE OWNER,AND WITH THE CONSTRAINTS OF THE KEY ANGLE STOP VALVES AND INSULATE WATER/WASTE PIPING UNDER LAVATORY WITH CEILING EXISTING CONDITIONS OF THE PROJECT SITE. PROVIDE PIPE RISES,DROPS,AND TRUEBRO"LAV-GUARD 2"#102E-Z KIT. RIM 34"AFF TO RIM.PROVIDE ADEQUATE FRAMING 0) MINIMUM TRAP SIZES BALANCING VALVE(BALL TYPE WITH MEMORY STOP) OFFSETS,AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. FOR MOUNTING HARDWARE KIT 6951, REFER TO MANUFACTURER INSTALLATION r ROUTE"COPPER VENT LINE TO SLEEVE AND O FIXTURE IDENTIFICATION NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK. INSTRUCTIONS. oo TERMINATE ABOVE ROOF WITH GOOSENECK. TAG FIXTURE TRAP SIZE PLAN NOTE E. DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC,SHOWING THE GENERAL O FLOOR DRAIN(LIGHT DUTY):J.R.SMITH#2010-13050 CAST IRON DRAIN WITH NICKEL PIPING TO KITCHEN APPLIANCES,REFER TO"COOKING LOCATION,TYPE, LAYOUT,AND EQUIPMENT REQUIRED.THE DRAWINGS SHALL BRONZE STRAINER,MEMBRANE FLASHING CLAMP. PROVIDE OUTLET WITH P-TRAP. D D1 FLOOR DRAIN SEE PLANS O KITCHEN EQUIPMENT IDENTIFICATION NOT BE SCALED FOR EXACT MEASUREMENT.REFER TO ARCHITECTURAL CLEAN AND POLISH ROUND STRAINER TOP AFTER INSTALLATION. W�/ APPLIANCE GAS PIPE"DETAIL ON SHEET 134.0. DRAWINGS FOR DIMENSIONS.REFER TO MANUFACTURER'S STANDARD 0. 799- E1 E FLOOR SINK SEE PLANS AFF/AFG ABOVE FINISHED FLOOR/GRADE INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION D7 FLOOR DRAIN:J.R.SMITH#3510 WITH 4"DIAMETER FUNNEL CAST IRON DRAIN WITH REQUIREMENTS.PROVIDE PIPING,CONNECTIONS, FITTINGS, VALVES,OFFSETS, NICKEL BRONZE STRAINER.PROVIDE OUTLET WITH P-TRAP.CLEAN AND POLISH ROUND LCAULK SLEEVE 6"AFF AND aso asz HAND SINK 2" IW INDIRECT WASTE ETC.AND ALL MATERIALS NECESSARY FOR A COMPLETE SYSTEM.SUBMIT SHOP STRAINER TOP AFTER INSTALLATION. PROVIDE WITH EXTENSION ADAPTOR. O Q GASTIGHT WITH VTR VENT THRU ROOF DRAWINGS PER THE SPECIFICATIONS. '^ OR SILICONE O FLOOR SINK:J.R.SMITH 3421,WITH FULL COVER GRATES,CAST IRON BODY,ACID V J FLOOR FIXTURE BRANCH SCHEDULE CO CLEANOUT F. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS RESISTANT COATED INTERIOR AND ACID RESISTANT COATED CAST IRON GRATE,6"DEEP APPROVED AND AMENDED BY THE GOVERNING CITY, INCLUDING APPLICABLE SUMP. PROVIDE OUTLET WITH P-TRAP.COLD HOT SECTIONS OF ANY INTERIM AMENDMENTS AT THE TIME OF THE PROPOSAL.FIXTURE WASTE VENT WCO WALL CLEANOUT WATER WATER PURCHASE ALL PERMITS ASSOCIATED WITH THE WORK. OBTAIN ALL INSPECTIONS E1 FLOOR SINK:J.R.SMITH 3421,WITH 1/2 COVER GRATES,CAST IRON BODY,ACID Q FFCO/FGCO FLUSH FLOOR/GRADE CLEANOUT REQUIRED BY CODE. RESISTANT COATED INTERIOR AND ACID RESISTANT COATED CAST IRON GRATE,6"DEEP ----------------- MOP BASIN -- Y 3" 2" SUMP. PROVIDE OUTLET WITH P-TRAP. Z) PIPE SLEEVE BELOW SLAB:SCHEDULE 40 PVC CONDUIT AND FLOOR DRAIN - -- SEE PLANS 2" BV BALL VALVE G. PROVIDE BACKFLOW PREVENTION DEVICES,(BPD)IN WATER LINES FEEDING ^^ FITTINGS WITH SOLVENT WELD JOINTS. INSTALL IN CRUSHED ROCK PLUMBING FIXTURES AND/OR EQUIPMENT,AS SHOWN ON PLANS AND ELSEWHERE E2 FLOOR SINK:ZURN FD-2370-H-Y.PROVIDE WITH 1/2 GRATE COVER, PVC BODY,PVC I..L U) BACKFILL.ARRANGEMENT SHOWN IS SCHEMATIC.REFER TO FLOOR FLOOR SINK -- -- SEE PLANS 2" AS ANGLE STOP AS REQUIRED BY LOCAL AUTHORITIES.USE DEVICES OF APPROVED TYPE AND SEDIMENT BUCKET.PROVIDE OUTLET WITH P-TRAP. C Z MANUFACTURER(ATMOSPHERIC VACUUM, PRESSURE VACUUM, DOUBLE CHECK, G PLAN FOR MORE EXACT CONFIGURATION.MODIFY TO SUIT ACTUAL O _ FIELD CONDITIONS AND MAKE SLEEVE GASTIGHT ABOVE FLOOR AND HUB DRAIN -- - SEE PLANS 2" RI ROUGH-IN AND REDUCED PRESSURE). REFER TO SCHEDULE ON THIS SHEET OF MIXING VALVE:SYMMONS#5-225"MAXLINE", 1l2"INLET AND OUTLET,THERMOSTATIC CONTROLLER WITH CAST BRONZE BODY,BRASS AND STAINLESS STEEL CONTROL WATERTIGHT BELOW FLOOR.THE USAGE OF A FLEXIBLE CSST OC ON CENTERS H. VERIFY SERVICE CONNECTION POINTS,SIZES,ELEVATIONS,AND METERING COMPONENTS,COLOR-CODED TEMPERATURE INDICATION DIAL,VANDAL RESISTANT, U WW TUBING WITH CONTAINMENT SLEEVE SUCH AS TRACPIPE PS-II IS AN LOCATIONS FOR PROJECT WITH LOCAL UTILITIES CO.AND/OR CIVIL ENGINEER. LOCKING POSITIVE GRIP ADJUSTMENT HANDLE.SPARE CARTRIDGE FOR Z M W ACCEPTABLE ALTERNATIVE AS LONG AS IT IS INSTALL PER - N _J MANUFACTURER'S REQUIREMENTS AND LOCAUSTATE CODES. PC PLUMBING CONTRACTOR SERVICES TO INCLUDE BUT NOT LIMITED TO(DOMESTIC WATER,FIRE,SANITARY NON-INTERRUPTED SERVICE.OUTLET TEMPERATURE SET AT 105°.MOUNT IN � = N O SEWER,STORM SEWER,GAS, ETC.) ACCESSIBLE LOCATION. U) [-- z Q Z) FPC FIRE PROTECTION CONTRACTOR V) I. WATER PRESSURE, PLUMBING CONTRACTOR SHALL VERIFY WATER PRESSURE © MOP BASIN:MUSTEE#63M,24"x24"x10"DURASTONE FIBERGLASS CONSTRUCTION WITH '^ Q� > Of UI w GAS PIPE SLEEVE MC MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. IF PRESSURE AT BUILDING ENTRY PRIOR TO ALL INTEGRAL STAINLESS STEEL 3"DRAIN,#63.600A SERVICE FAUCET WITH INTEGRAL STOPS 0 1 NOT TO SCALE LOCALLY REQUIRED DEVICES SUCH AS WATER METER, BACKFLOW PREVENTION AND VACUUM BREAKER,RUBBERMAID#1992 MOP BRACKET WITH 3 GRIPS AND#65.700 J O Z EC ELECTRICAL CONTRACTOR DEVICES, ETC. IS LESS THAN 60 PSIG STATIC, CONTACT OWNERS HOSE AND HOSE BRACKET.MOUNT FAUCET 36"ABOVE FINISHED FLOOR. In U) U REPRESENTATIVES. IF PRESSURE IS IN EXCESS OF 80 PSIG STATIC,INSTALLATION C FSEC FOOD SERVICE EQUIPMENT CONTRACTOR OF PRESSURE REDUCING VALVE IS REQUIRED. OH GAS WATER HEATER:BRADFORD WHITE CORPORATION#EF-100T199E-3N,NO O 00 Of G BFP BACKFLOW PREVENTER SUBSTITUTIONS ALLOWED, 100 GALLON STORAGE, 199,999 BTUH GAS INPUT,239 GPHV-- Q J. WATER HAMMER ARRESTER SHALL BE INSTALLED THROUGHOUT PLUMBING RECOVERY AT 100°F,98.5%THERMAL EFFICIENCY,FLEXIBLE VENTING:4"PVC,ABS OR 94 O N (D J z NOTES. LA PAr esu+Nz ANCHOR BAFFLE AHJ AUTHORITY HAVING JURISDICTION WATER SYSTEMS AS REQUIRED,SEE DETAIL ON SHEET P4.0. CPVC IS RECOMMENDED(150 FEET MAXIMUM),ELECTRONIC CONTROLS: z O L- 1.POR(=VNYAPPUCAT1DW0NLX p r' f 2 ALL PR011�TURtUMARENANUFACIUFdDwQ+i I�fC}�Ey f�� Bf2At]4-T + MICROPROCESSOR CONTROLS IGNITION AND THERMOSTAT,DIGITIAL DISPLAY PANEL FIBERGNASSREWORCEDPLASTL�.PHYSrpi A (1 OF 4) + CONNECT TO EXISTING K. FOOD SERVICE EQUIPMENT CONTRACTOR, REFER TO OTHER PORTIONS OF PLANS SHOWS OPERATING MODES,ALL USER SETTINGS AND ANY FAILURE MODES,GLASS LINED CHAR.0 : eLANJIT IMVAWA� AND SPECIFICATIONS FOR FURTHER INFORMATION ABOUT ITEMS FURNISHED AND TANK, 160 PSI WORKING PRESSURE,MEETING ASHRAE 90.18-1992 AND LOCAL ENERGY ►mss+Ttrra�tNC-TUBEI STALUENOB<snas+ s. P rrcw rmon.rx�Rc suctiwurs (E) EXISTING WORK PERFORMED BY FOOD SERVICE EQUIPMENT CONTRACTOR(FSEC).VERIFY CONSERVATION REQUIREMENTS. PROVIDE T&P RELIEF VALVE,INSTALL PER DETAIL ON a AUPRflTMQJIWiSrW,L0APATNLQ1e+ LPWx1eWACY1YA+nu�9bNxiLY. m e L ( ) VMH'nIE41N#rACFU�R�I'AUATION�'�a+J• ra'T�a'+t°+* INSPECTION + ROUGH-IN AND CONNECTION REQUIREMENTS W/FSEC SHOP DRAWINGS. DRAWINGS AND PER MANUFACTURER'S INSTRUCTIONS.PROVIDE 6"HOUSE PAD •o m•o asrmnmw PPINGISSK7i-0APVc. aTRWxele&Y IxYfMmTOPOFTANC OFT na vwa BACKFLOW PREVENTER - 2CINCrMCSO- rcmtWMC WOrA.NDAMwRNrea.ErANyo ,�„ Tom' �� 1 CONCENTRIC VENT KIT. PURCHASED FROM NATIONAL WHOLESALE SUPPLY, INC, U ^a G 7p� rp t LADE. IN _ _ _____ ___ _____- _ _____ _ OUTLET Qfl TEMPERATURE MIXING VALVE L. HEALTH DEPARTMENT,COMPLY W/LOCAL HEALTH DEPARTMENT REGULATIONS. 888-444-4435;TEMPERATURE SENSOR INSTALLED BY PC,WIRING,LIGHT,AND CUr ON SIM FOR F ALAUAJSTM fAMCAUXHIVM OETATL'A' + OMIT ESCUTCHEONS IN FOOD SERVICE AREAS.SEAL PIPES NEATLY WITH GROUT TRANSFORMER INSTALLED BY EC. °"� -"•m SOMPIFXBVCIONIRACORFORVAIER710 UAL CA T.C1OVERSAVAIAH€FM HM7R PMUCIAOHG, + � AT WALL, FLOOR,OR CEILING PENETRATIONS.OMIT INSULATION ON EXPOSED ��sFF�� _ „a• P�EDESIDMU ILTGR ENTLI OR ABOVE 1"MECIROtIND lS'TutA710N. I PIPING BEHIND AND UNDER EQUIPMENT. PROVIDE CLEARANCE BEHIND AND OJ TRAP PRIMER:PRECISION PLUMBING PRODUCTS PR-500, PRESSURE DROP OF 5 TO 10 PSI o I tL&PA7MftT4&""�CDNPAM 2Z1W `�""ALP"""te- FIXTURE UNIT COUNT UNDER EXPOSED PIPING AS REQUIRED BY HEALTH DEPARTMENT.WHEREVER OPENS VALVE,OPERATING RANGE:35 TO 75 PSIG,ALL BRASS BODY, INLET OPENING y" ` v°o 02 w us PAtENrts]aserzcUNPAiatraz+eeeza RCCE3SWAY(2) + POSSIBLE, INSTALL PIPING IN FOOD SERVICE AREAS CONCEALED.CONFORM TO MALE NPT,OUTLET Y2'FEMALE NPT. REFER TO DETAIL ON SHEET P4.0. C c_ LL m FIXTURE QUANTITY + SINGLE FIXTURE COMBINED FIXTURES HEALTH DEPARTMENT REQUIREMENTS FOR LOCATIONS OF FLOOR SINKS.NO ` m- 6 DETAIL'R 03,VENT /" COLD HOT TOTAL COLD HOT TOTAL EXPOSED PEX TUBING IF PEX TUBING IS USED. O HAND SINK FAUCET: T&S BRASS MODEL#B-1115,BACKSPLASH MOUNTED FAUCET, � U E LABEL INSIDE PORTS BRONZE BODY WITH 4"INLET CENTERS,CHROME PLATED BRASS ESCUTCHEON,MODEL � O m� ��°4 B.OIJTSIBE 66 BEVERAGE DISPENSER 1 1 0 1 1 0 1 M. MAKE COMPLETE,PROVIDE ITEMS AND WORK AS REQUIRED TO COMPLETE THE #131X POLISHED CHROME PLATED SWIVEL GOOSENECK AND B-WH4-C&H WRIST BLADE `.t ° � m^ o •�_m o STEEL ICE MACHINE 2 1 0 1 2 0 2 INSTALLATION OF PLUMBING SYSTEMS TO FIXTURES AND EQUIPMENT: TRAPS, HANDLES. GC'S PLUMBING CONTRACTOR TO FURNISH AND INSTALL FAUCET. ILt LIFTING LUGS STRAINERS,GAUGES,GAS AND WATER PRESSURE REGULATORS, FLEXIBLE •�° U o d n Ib. $da PASTA COOKER 2 2 0 2 4 0 4 CONNECTIONS,STOP VALVES,UNIONS,ETCETERA.PROVIDE AND CONNECT K1 TWO COMPARTMENT SINK FAUCET: T&S BRASS MODEL#B-0231 SINK MIXING FAUCET � o „ 4)60 „,•m PLUMBING PIPE FROM ROUGH-INS TO ITEMS AS SHOWN, SPECIFIED AND WITH 12"SWING NOZZLE.GC'S PLUMBING CONTRACTOR TO FURNISH AND INSTALL ( � n m m v�oU +mw. "41 WATER FILTER 3 1 0 1 3 0 3 a+ a m o C oao REQUIRED. FAUCET. INSTALL KES FURNISHED T&S BRASS MODEL#B-3950 DRAIN LEVERS FOR EACH Immn 8m; ---- -'-'--- COMPARTMENT. DISHWASHER 1 0 1.5 1.5 0 1.5 1.5 z r J N. GC'S PLUMBING CONTRACTOR SHALL PROVIDE 3M FIRE STOPPING MATERIAL AT ' ;m4DIPPERWELL 1 1 0 1 1 0 1 ALL CORE DRILLED LOCATIONS. PRE-RINSE UNIT FAUCET: T&S BRASS MODEL#B-0133-B,STANDARD HOSE LENGTH=44 . E o GC'S PLUMBING CONTRACTOR TO FURNISH AND INSTALL FAUCET.HOT FOOD TABLE 1 0 1 1 0 1 1 0. EXISTING CORES SHALL BE FILLED AS REQUIRED. THREE COMPARTMENT SINK FAUCET: T&S BRASS MODEL#B-0231-BST,BACKSPLASHDIRTY DISH TABLE 1 3 3 4 3 3 4 P. PROVIDE VALVE STOPS AT ALL PLUMBING FIXTURE CONNECTIONS. MOUNTED WITH#064X 16"SWING MIXING FAUCET WITH BUILT-IN STOPS, LEVER HANDLES ANDJ2"NPT INLETS.GC'S PLUMBING CONTRACTOR TO FURNISH AND INSTALL FAUCET. HAND SINK 3 1.5 1.5 2 4.5 4.5 6 Q. ALL UTILITY SERVICE LINES, PIPES MAY NOT BE UNNECESSARILY EXPOSED TO INSTALL KES FURNISHED T&S BRASS MODEL#B-3950 DRAIN LEVERS FOR EACH 2-COMP.SINK-PREP 1 3 3 4 3 3 4 INHIBIT CLEANING. COMPARTMENT. 15 1 3-COMP.SINK-PREP 1 3 3 4 3 3 4 R. ALL EXPOSED DRAIN PIPES AND CONDENSATE DRAINS IN KITCHEN ARE COPPER © EXPANSION TANK:RHEEM-RUUD MODEL RRT-12 THERM-X-GUARD THERMAL EXPANSION TYPE"M"WITH WALL OR FLOOR SUPPORTS. TANK. MOUNT ON WALL NEAR WATER HEATER. SEE PLAN FOR EXACT LOCATION.REFER BAG-N-BOX 1 1 0 1 1 0 1 TO DETAIL ON SHEET P3.0. _ �� CL ®, S. ALL FLOOR SINKS ARE TO BE PORCELAIN COATED CAST IRON WITH ALUMINUM Revisions ICE TEA DISPENSER 1 1 0 1 1 0 1 DEBRIS BASKETS AND 1/2 COVER GRATES, PASTA COOKERS TO BE PROVIDED M BRONZE CIRCULATION PUMP:GRUNDFOS#ALPHA 15-55SF,WITH 6.3 GPM 6 FEET OF Q @ Q ISSUED FOR LANDLORD REVIEW ECOLAB SYSTEM 4 VARIES VARIES 2 5 5 g WITH FULL GRATES.GC's PLUMBING CONTRACTOR IS TO PROVIDE. HEAD, 115 VOLTS,45 WATTS,SINGLE PHASE,3250 RPM.MOUNT PUMP NEAR WATER 01-21-2015 HEATERS IN AN ACCESSIBLE LOCATION. PUMP TO BE ON A TIMECLOCK,REFER TO ISSUED FOR PERMIT 187' 9W WATER CLOSET 2 3.5 0 3.5 7 0 7 T. GC'S PLUMBING CONTRACTOR TO PROVIDE ALL FAUCET(S)INCLUDING FAUCET ELECTRICAL FOR ADDITIONAL INFORMATION. A ISSUED F SECTION A-A FOR THE 3 COMPARTMENT SINK AND ALL OTHER SINKS. FOR,I AAPR O INSZAUATIONS SCALE 1.35 LAVATORY 2 .75 .75 1 1.5 1.5 2 U. GC'S PLUMBING CONTRACTOR SHALL PROFESSIONALLY LABEL ALL WATER TITLE: PROCEPTOR u s URINAL 0 5 0 5 0 0 0 OUTLETS,VALVES, ELECTRICAL RECEPTACLES,LIGHT SWITCHES, HOT WATER GAS SCHEDULE Q 6a I3T70 t�'C I+LET&OVIIEi Wmm w,rsa V_1 0 "�Li p al, SWITCHES AND ALARM LIGHTS,THERMOSTATS AND SENSORS,GAS VALVES, 24" AOCE55WAY ll va.JVr+iiV!!v JANITOR SINK 1 2.25 2.25 3 2.25 2.25 3 ELECTRICAL PANELS, ELECTRICAL BREAKERS,AND ALL ROOFTOP UNITS, ETC AS a�eMAr2sor � ° MARK CFH Q wrttida i.lxxua (� DIRECTED BY THE NOODLES COMPANY CONSTRUCTION MANAGER. PROJECT: WO: HOSE BIBB 0 2.5 0 2.5 0 0 0 by greenturtle V. GC'S PLUMBING CONTRACTOR IS REQUIRED TO"CAMERA"AND"JET"(WATER RTU-1 180 Q txammsxx tru[*.ar TOTAL FIXTURE UNIT COUNT(30 GPM) 42.25 24.75 53.5 FOR UPCIIAPMt7 INSTALLATIONS cas se�xeAs. US 6774288187 CAN 877966 OW CLEAN)ALL DRAINS UNDERGROUND SEWER LINES,BOTH NEW AND EXISTING; RTU-2 180 o.e rs.+w+x+ www.greentLirdatec 1•com BASED ON 2011 OREGON PLUMBING SPECIALTY CODE THEY ARE TO BE HIGH PRESSURE JET CLEANED AND CAMERA AT THE END OF THE Q APPROVED CINDER IAPMO/ANSI Z1001-2007 � .-s PROJECT 24 HOURS PRIOR TO TURN OVER.THE GENERAL CONTRACTOR IS TO MUA-1 269 MEETS ASTM G-Wl +"F"°�'� A I GMC 1300 UPC SUBMIT TO NOODLES&COMPANY A REPORT FROM THE SUBCONTRACTOR DOING %ti+ m I DO NIX SIGNE DVAVMG H1HH3 t0+' THE WORK CERTIFYING THAT THE ABOVE WORK HAS BEEN COMPLETED. WATER HEATER 200 0- CD W. GC'S PLUMBING CONTRACTOR SHALL COORDINATE ALL UTILITIES WORK WITH COOKLINE 535 r6512%2PE MNOODLE AND COMPANY'S COORDINATOR.PROVIDE WORK FOR PLUMBINGTOTALLOAD 1,364AND GAS SERVICES AS REQUIRED. FORWARD ALL UTILITY INFORMATION LO FOR TRANSFER OF SERVICE FROM LANDLORD TO NOODLE ANDKITCHEN EQUIPMENT LIST & CONNECTION SCHEDULE COMPANY. N Z�tN # QTY. DESCRIPTION HOT WATER COLD WATER MTG.HT.(AFF) WASTE GAS LOAD MTG. HT.(AFF) QUICK-DISCONNECT BACKFLOW PREVENTOR X. GC'S PLUMBING SODA CHASE AT THE BRAG INR WILL INSTALL S THE SODA CHASE. GC's PLUMBING THE 4REGON C 212 1 BEVERAGE STATION 3/8"FW 2"TO FS WATTS#SD-3 BACKFLOW PREVENTER BY PC - CONTRACTOR WILL DRILL A HOLE IN THE CAP LARGE ENOUGH FOR SODA LINES TOLU 212A 1 BEVERAGE DISPENSER 3/8"FW 1"TO FS WATTS#SD-3 BACKFLOW PREVENTER BY PC BE INSTALLED AND CAULKED AROUND COKE LINES WRAP AFTER THEY HAVE BEEN 25INSTALLED. W 213 1 ICE TEA DISPENSER 1/4"FW +12" 2"TO FS WATTS#SD-3 BACKFLOW PREVENTER BY PC = 218 1 ICE MACHINE 3/8"FW +80" 1"TO FS WATTS#SD-3 BACKFLOW PREVENTER BY PC Y. GC'S PLUMBING CONTRACTOR SHALL INCLUDE AND PROVIDE ALL GAS,GAS PIPING, EXPIRATION DATE' UN o.zaTb U DEVICES,HOSES,WATER,WATER PIPING, ETC.ALL INCLUSIVE FOR ALL OWNER - p 220 2 PASTA COOKER(GAS) 1/2" +24" 1-1/4"TO FS 3/4" 80 +24" DORMONT 1675 48" PROVIDED BY KES SUPPLIED EQUIPMENT. Q - 222 1 OPEN BURNERS 3/4" 135 +24" DORMONT 1675 48" Z. GC'S PLUMBING CONTRACTOR SHALL INCLUDE THE COST IN HIS BID TO USE sle 02/04/2015 W 224 1 SOUP WARMERS 1"TO FD LANDLORD'S ROOFER(AND ANY OTHER LANDLORD DESIGNATED CONTRACTORS) Date IF DIRECTED BY NOODLES&COMPANY CONSTRUCTION MANAGER. 06/30/2016 Q 227AI227 2/1 BURNER RANGE GAS 3/4" 90/60 +24" DORMONT 1675 48" Expiration Date Z U, 231 1 HOT FOOD TABLE 1/2" 1"TO FS PROVIDED BY KES.AIR GAP AA. GC'S PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL A DEDUCT METER ON Z 275 1 DISHWASHER 3/4" +12" 2"TO FS ATMOSPHERIC VACUUM BREAKER INTEGRAL WITH DISHWASHER THE MAIN WATER SUPPLY TO THE SPACE IF REQUIRED BY LANDLORD. ENGINEER DO I HEREBY g 286 1 WALK-IN COOLER 1"TO FD AB. GC'S PLUMBING CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR AREDUDERMTIFY THATTISIONAHESE ANSHAVEBEENPRE- PAREDUNDER MYSUPERVISIONANO THAT TO THE BEST J 302 1 SAUTE TABLE DIPPER WELL 1/2" +18" 1"TO FS PROVIDED BY KES.AIR GAP ALL REQUIRED PLUMBING FOR NOODLES&COMPANY PROVIDED ICE MACHINE.ALL OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, dl ROOF PENETRATIONS AND RE-ROOFING WORK FOR THE ICE MACHINE IS TO BE REGULATIONS AND ORDINANCES OF PORTLAND,OREGON 0 342 1 DIRTY DISHTABLE 1/2" 1/2" +18" 2"@+18"AFF WATTS#N9 BACKFLOW PREVENTER BY PC AS REQUIRED BY LOCAL CODE FOR PRE-RINSE SPRAYER 342A. PROVIDED BY GC'S PLUMBING CONTRACTOR. RELATING TO STRUCTURES AND BUILDINGS. d 350/352 2/1 HAND SINK 1/2" 1/2" +24" 2"@+18"AFF rnl AC. GC'S PLUMBING CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR 363 1 2-COMP SINK 1l2" 1/2" +14" 2"@+18"AFF ENGINEER 00 � ALL REQUIRED PLUMBING FOR NOODLES&COMPANY PROVIDED WALK-IN COOLER. 364 1 3-COMP SINK 1/2" 1/2" +14" 2"@+18"AFF WATTS#009 BACKFLOW PREVENTER BY PC AS REQUIRED BY LOCAL CODE FOR CHEMICAL USE. ALL ROOF PENETRATIONS AND RE-ROOFING WORK FOR THE WALK-IN COOLER IS �3 490 1 BAG-IN-BOX SYSTEM 1/2" 12"BELOW CLG. WATTS#SD-3 OR WATTS#SS009QT BACKFLOW PREVENTER BY PC AS REQUIRED BY LOCAL CODE. TO BE PROVIDED BY GC'S PLUMBING CONTRACTOR. Drawn By Checked By CW SK N 495 1 WATER SOFTNER 1 1/2" +72" WATTS#L7 BACKFLOW PREVENTER BY PC AD. ALL HOT AND COLD WATER LINES IN ENTIRE PREMISES SHALL BE INSULATED PER Scale Date aL 498 1 1 CLEANING SYSTEM 1 1/2" 1 1/2" 1 +60" 1 WATTS#009 RPZ BACKFLOW PREVENTER BY PC AS REQUIRED BY LOCAL CODE FOR CHEMICAL USE. PLANS AND SPECIFICATIONS AND/OR PER DIRECTION OF NOODLES&COMPANY rn 499A&4996 1 EA.I WATER FILTER 1/2" 12"BELOW CLG. WATTS#L7 BACKFLOW PREVENTER BY PC,VERIFY COKE MACHINE FILTER REQUIREMENTS WITH MANUFACTURER. CONSTRUCTION MANAGER. 1/4"= 1'-0" 01-06-2015 1.THIS SCHEDULE IS A PARTIAL LISTING OF THE EQUIPMENT SUPPLIED BY THE FOOD SERVICE EQUIPMENT CONTRACTOR(FSEC). REFER TO SPEC DRAWINGS FOR A COMPLETE LISTING OF EQUIPMENT,TYPES,SIZES,AND LOCATIONS. PLUMBING CONTRACTOR AE. PROVIDE FIRE STOPPING AT ALL OPENINGS. Job 1 4 2115 3 (PC)TO PROVIDE NECESSARY ITEMS TO INSTALL FSEC EQUIPMENT(INCLUDING VALVES, UNIONS, FITTINGS, ETC.)TO MAKE COMPLETE SYSTEM.THIS LISTING DOES NOT SUPERCEDE THE FSEC DRAWINGS. rn m Sheet No. P2 . 0 INSULATION ON WATER PIPING IN PIPE UNIONS, DIELECTRIC IF KITCHEN SHALL BE WASHABLE TYPE REQUIRED FOR DISSIMILAR METALS HOT WATER TO FIXTURES AS 4"PVC INTAKE PIPE, SHOWN ON PLANS GAS PIPE FROM BACK OF BUILDING, REFER TO PLANS FOR COLD WATER SUPPLY PIPE HANGER ROUTED TO NOODLES SPACE,SIZE FULL PORT BALL SHUT-OFF TO WATER HEATERtm NEXT TO PIPE TEE - CONTINUATION VALVES(TYP) � AS SHOWN ON PLAN-USE BLACK VACUUM RELIEF VALVE PIPE UNION: `3- STEEL PIPE ROOF BURNER THERMOSTAT AND DIELECTRIC IF COLD WATER SUPPLY PRESSURE REGULATOR FURNISHED DISSIMILAR METALS EXTERIOR WALL mA T WITH WATER HEATER PRESSURE TEST COCK HOT WATER RETURN c7�GAS SHUT-OFF COCK ELDED STEEL GAS METER-CFH PIPE INCREASER XPANSION TANK WITH GROUND JOINT UNION OLYPROPYLENE LINING CAPACITY SHOWN DIRT LEG ON PLANS 6"LONG DIRT LEG STRAINER BUTYL DIAPHRAGM STRAINER BURNERS/SAUTE/DIPPER WELL el RECIRCULATION SIZED WITH AGAICGA TEMPERATURE AIR CHARGING VALVE �1 BY GAS PUMP STEAM RATING 10%OVER HEATER FILL TANK WITH AIR + f j i= COMPANY INPUT(bRELIEF PROVIDE A HARD COPPER PRESSURE TO WATER PRESSURE, u � BY PLUMBING FLOOR -71177 771 E77 CHECK VALVE THEN OPEN VALVE CONTRACTOR 1" EXPANSION TANK VALVE COPPER DISCHARGE LINE. j CONNECTION FULL SIZE OF VALVE OUTLET TO END OO OO �' OO OO OO OO OVER WASTE RECEPTACLE WITH A 2 PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD GRADE OR 'FF V 2"VIN CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING.FOLLOW j f WALL CLEANOUT HANDHOLE \ PIPE DIAMETER AIR GAP. MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY i PAVEMENT i `PROVIDE PVC CONDENSATE PIPING PROPER OPERATION WHEN INSTALLED. DIPPER WELL 1„ l GAS FIRED WATER PER THE MANUFACTURER'S PRESSURE REGULATOR SET AT 2 PSI fy HEATER PER SPEC'S DIRECTION EXPANSION TANK INSTALLATION SHALL OCCUR ONLY WHEN THERE ISA SHUT-OFF VALVE BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE TENANT SPACE VERIFY REQUIREMENTS FOR METERING AND PIPING WITH GAS COMPANY. FLOOR SINK CLEANOUT FINISHED FLOOR DRAIN VALVE WATER SYSTEM OR BUILDING WATER SYSTEM. PROVIDE 6"HIGH CONTRACTOR SHALL PAY ALL GAS COMPANY FEES FOR INSTALLATION.USE WELDED Q CONCRETE BASE 3"PVC EXHAUST PIPE, REFER TO PLANS FOR CONTINUATION OR SCREWED PIPE AND FITTINGS PER PLUMBING SPECS. V J 0 ENDSO PI IN 03 SMALL EXPANSION TANK 0 GAS SERVICE w ENDS OF PIPE REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE.PIPING ARRANGEMENT SHOWN q• IS SCHEMATIC.ADJUST TO SUIT FIELD CONDITIONS.REFER TO FLOOR PLAN FOR PIPE SIZES. NOT TO SCALE NOT TO SCALE of MAINTAIN AIR GAP TWICE PIPE DIAMETER.CUT SET WATER HEATER THERMOSTAT AT 140°FAHRENHEIT.PROVIDE SEISMIC STRAP OR BRACING VENT z Q END AT 45°ANGLE TO REDUCE SPLASHING. 4" AND FLEXIBLE CONNECTORS TO WATER AND GAS CONNECTIONS IF/AS REQUIRED BY LOCAL ZD AUTHORITIES. U) � 07 DIPPER WELL DETAIL CL U J V I NOT TO SCALE 05 GAS WATER HEATER PRESSURE GAUGE MANUAL BYPASS VALVE PVC FLUE O Q NOT TO SCALE (NORMALLY CLOSED-AFTER O Ur INSTALLATION) ' ` 1Y"OUTLET WC Q SOFT WATER a %-INLET HARD WATER ,�( Z M G Q 1 114" MAINTAIN 48'MIN.CLEARANCE W = CNV O z COMBUSTION AIR ABOVE ROOF DECK 8 HIGHEST //� \i 1-1/4"MANUAL OUTLET VALVE ANTICIPATED SNOW LEVEL,EXTEND V J Q 36'ABOVE PARAPET ELEVATION IF ff nn ' 1-1/4"MANUAL INLET VALVE W 1-1/4" 1-1/4" % � � V WITH IN IO'-0"OF PARAPET. �j PR8"MINIMUM J > O OVIDE ONE PIECE Z L WALL LINE THREE COMPARTMENT SINK FITTING UNION VENT STACK 0 > m FLASHING (n ESCUTCHEON BY PLUMBER CONT. O CO Q G BY SOFTENER SUPPLIER(FUTURE) O EQUIPMENT T 2"V IN WALL O N (� J Q G I� + POSITION MVP CONTROLLER SCREEN TO BE ROOF Z F- 0- Q CLEANOUTS V ACCESSIBLE TO VIEW FOR MAINTENANCE IN ENDS OF 80"FROM FLOOR ---- -- PIPE WITH STAND 1 ( CLEANOUT - LINE SIZE BALL VALVE FLOOR 2' FLOOR I I I I I T o m o o�•o SINK I MEDIA I I MEDIA I I BRINE I QUICK CONNECT 4" I TANK I I TANK I I TANK I QUICK CONNECT = •O tO MAINTAIN AIR GAP TWICE PIPE DIAMETER DIRT LEG AND AT LEAST A ONE I I I I I I r. i v c a to FLEXIBLE CONNECTOR INCH AIR GAP I I I I I I �s ' 1 I °_� m I Im VENT -o y of I I I I m yw `. 0V ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS OR I I I I I 1 �- > •" mem m CASTER MEET LOCAL CODE REQUIREMENTS. UTILIZE TYPE DWc V COPPER PIPE,FITTINGS I I I I I 1 8"HIGH STAND m C m >o RESTRAIING CABLE AND CONNECTORS FOR SINK CONNECTIONS.ALL EXPOSED PIPE SHALL BE TYPE �t • °°• 146 m m FLOOR LINE DWV COPPER. COMBUSTION AIR a. L c M d'm g TV OV THREE COMPARTMENT SINK DETAIL STAND U anom Cr3� O Q TYPICAL FOOD EQUIPMENT GAS CONNECTION DETAIL NOT TO SCALE O/� WATER SOFTENER k . V NOT TO SCALE `t NOT TO SCALE O� WATER HEATER CONCENTRIC FLUE VENT W 0)3 NOT TO SCALE ' :_-'� o co 6 m P.e F Revisions ISSUED FOR LANDLORD REVIEW 01-21-2015 ALISSUED FOR PERMIT 02-04-2015 222 Q 2 PSI GAS FROM GAS METER.SEE Q SHEET P1.1 AND GAS SERVICE DETAIL ON THIS SHEET FOR MORE INFORMATION 2Y7 Q 90°BEND DIRECTLY OUT OF SOUP WELL&RUN DRAIN Q 0 227A 1 (135) LINE DIRECTLY BACK TO M 3/4"(60) REAR SOUP WELLS Q LO RTU-2 1"(195) HORIZONTAL 90°BEND TO a 180 CFH227A ROOF RUN TOWARDS FRONT OF N 3/4"(180) 1--(90) PROVIDE PRESSURE REGULATORCOUNTER 90'BEND C14 VALVE, INLET PRESSURE 2 PSI, OF SOUP WELL 90* OUT r65 N�F�C.J,s�OUTLET PRESSURE 7"W.C.,TOTAL GAS 1-1/4"(285) 90°BEND STRAIGHT DOWN F OLOAD IS 180 CFH.FIELD VERIFY EXACT 9 •�'LOCATION. 220 1"(90) 2PE v UU 1-1/4"(1,364) 220 - f INSTALL BALL VALVE 1-1/4"(375) VERTICALLY Q1"(629) 1-1/2"(535) 3/4"(80) OREGON ✓ 252 SEPT 5 TEE DN DIRECTL 1"(735) 1-1/2"(455) OUTSOUP WELLY �sFPH 6. SNS � 3/4"(180) 3/4"(80) PROVIDE MAXITROL VENT LIMITER 900 BEND STRAIGHT BACK Q PRESSURE REGULATOR VALVE, INLET EXPIRATION DATE:(JUNE,4,209(0 PRESSURE 2 PSI,OUTLET PRESSURE RTU-1 PROVIDE MAXITROL VENT LIMITER 7"W.C.,TOTAL GAS LOAD IS 200 CFH. U 3/4"(180) PRESSURE REGULATOR VALVE, INLET FIELD VERIFY EXACT LOCATION. DRAIN LINE TO RUN BEHIND 90°BEND STRAIGHT DOWN Sign F F- 180 CFH PRESSURE 2 PSI,OUTLET PRESSURE UNDERSHELVES DOWN 02/04/2015 LU 1"(629) 7"W.C.,TOTAL GAS LOAD IS 200 CFH. BELOW COUNTER BASE Date 2 3/4"(180) FIELD VERIFY EXACT LOCATION. 06/30/2016 U U 3/4"(449) Z ENGINEER Ni 269 CFH NOTE: DRAIN LINE TO DOWN BELOW I HEREBY CERTIFY THAT THESE PIANS HAVE BEEN PRE. 7 PROVIDE PRESSURE REGULATOR COUNTER BASE TO HUB DRAIN PARED UNDER MY SUPERVISION AND THAT TO THE BEST J VALVE, INLET PRESSURE 2 PSI, PITCH ALL DRAIN LINE Q OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, al 1/4"FOR EVERY 1"FOR REGULATIONS AND ORDINANCES OF PORTLAND,OREGON OUTLET PRESSURE 7"W.C.,TOTAL GAS 3/4"(269) ADEQUATE DRAINAGE RELATING TO STRUCTURES AND BUILDINGS. d LOAD IS 180 CFH.FIELD VERIFY EXACT 1"(269) HWH-1 I LOCATION. 200 CFH ENGINEER 00- PROVIDE PRESSURE REGULATOR 10 SOUP WELL DRAIN DETAIL Drawn By Checked By 09 3VALVE, INLET PRESSURE 2 PSI, o OUTLET PRESSURE 7"W.C.,TOTAL GAS NTS CW SK - d LOAD IS 269 CFH.FIELD VERIFY EXACT LOCATION. Scale Date m1/411= 11 01-06-2015 PLUMBING RISER-GAS Job No. NTS 14-2115 Sheet No. P3 . 0 363 Kt 1.1/4"(14.5 WSFU) PIPING NOTE Y4" :\ 1"(15.5 WSFU) BACKFLOW PREVENTER,TYPE AS APPROVED BY LOCAL COKE MACHINE REQUIREMENTS(TYPICAL) ' \ , 1"(13 WSFU) ALL WATER HAMMER ARRESTORS ARE PDI SIZE W UNLESS NOTED OTHERWISE. BOOSTER PUMP 497 PRESSURE REDUCING VALVE 218 NOTE FILTER FOR FREESTYLE 490 ' COKE MACHINE.PIPING y„ 3/4"CWS WITH SHUT-OFF ROUTED IN CONDUIT1-1/4"(17VALVE AND CAPPED FOR RISER DIAGRAMS SHOWN HERE IS FOR REFERENCE ONLY.ALL PIPING FITTINGS, .5 WSFU) /- COORDINATE BOOSTER / FUTURE USE. \ CONNECTIONS, ETC.SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. PUMP CONNECTION. 499A 1-1/4"(21.5 WSFU) 1-1/4"(31 WSFU) ' ,\\ / 1-1/2" 49981 1 11-1/4"(24.5 WSFU) /' Y" r /a" Y2" 350 220 3/4"(6.5 WSFU) 3/4"(4 WSFU) ,\ 22000 1"(6.5 WSFU) \ 3/4"CWS WITH SHUT-OFF VALVE AND CAPPED FOR 1 • `\T yy 1/2" FUTURE USE. Y" Hh�R W 302 y4" M /- 2312 496A \- 1-1/4'(24.75 WSFU) ,\\\\// y„ 1/2"(.75 WSFU) W \- 1-1/2 (34.25 WSFU) /// �- 3/a" 7r Q Y2" \� \ K F y„ / BALANCING Z 498 \- 352 VALVE Q C F K /. \ flycCn U \'• / 4966 350 %" / G Z Of G 364 K3 /�,/ /. O W Ya"1- 2 n '-y" YU( ' I FFCO Q �BALANCING ��+ = CSI O %a ' ^ VALVE r� U'^) 495 / V! Q �C3)/ I 2 11 , W 2" I I � I �j O 2 L\ > SSEE WATER OFTENER DETAIL \ m A �4j `` �`.\Y:- 220 E j- I 2 4" \\_,4„ VTR O O ^� I 2 . `. : I I I Ur1 2" 311 311 218 E2 i i 1 i i I o r. i 3n i 1 275 E1 I � �' = FFCO—/ Go 2'r �/ `/ I . '" 1 I 2„ PLUMBING RISER-WATER tea= Go ` `^` 302 E2 ' i i- %� ' 1 n 0 2 NTS A r. Z rc — LL v1 1-1/2" 220 E ^`^ i i- I i- I C F U � .o • iW `^ e I ' I 2r, d a C o NG u Cc M�♦) Nom �Q Ya O*-+�''' WLC p_Oo�O�Fm342 Y1O U 100 31: 3„ 350 4, 3" ` = WCO NUM 21 Di 286 Y" G� \-2" 2„ MACHINED7 \-0 4 3rY2"2 �FFCO 2" FOR ICE 3r / m o;3 01 1-1/2" 2„ 2" I I ^ . /' I I ^% I BACKFLOW PREVENTER, WWW jI 11• 495 E2 I / / ^` ^`^^ I �/ `^` 1 TYPE AS APPROVED BY 2rr 364 I ` LOCAL REQUIREMENTS \ / L/ / �. I I `•� Revisions 3 ISSUED FOR LANDLORD REVIEW W—A01-21-2015 vi \ \ / / SgN� :- ' 3„ I 2„ ISSUED FOR PERMIT 02-04-2015 .� 4„ / ` 3„ \ 3' / 350 \ E2 231 WCOI I y/ 411 j /' '\`\ 211 l` 2" Q `� I D `J 3 \ \\�' ' I 311 1 A 1 1/2" J 'T`�``` 4 `><' I FFCO SEED PhOFc 4tjlrNE `f;✓ O PLUMBING RISER-SANITARY 352 V . '� FFCO ' ' 4 is � � � 65122PE a `.� I a. NTS WCO `` \ OREGON 4 25 o i WCO H G, TN x` A - FFCO \ I ```�` EXPIRATION DATE' OF 30.20{(• � L) I I 1-1/2" I 211 2 ``` PLUMBING CONTRACTOR TO I J ` Of I I ��`�� PROVIDE GREEN TURTLE Date 02/04/2015 GMC 1300-UPC GREASE 06/30/2016 0 I �`.� INTERCEPTOR. SEE DETAIL Expiration Date 0 4„ ON SHEET P2.0. Z ^^ 311 ^ ^^ ENGINEER // `\ �`� I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- Orr `1 `^` PARED UNDER MY SUPERVISION AND THAT TO THE BEST / \ OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, dI C \ - REGULATIONS AND ORDINANCES OF PORTLAND.OREGON 4' \ `^ -� RELATING TO STRUCTURES AND BUILDINGS. ENGINEER 00 3" m I \ / Drawn By Checked By CW SK / - a Scale Date -.-- AS SHOWN 01-06-2015 PIPING SLOPE NOTE - Job No. --- - -- m ALL SANITARY PIPING 2"AND SMALLER SHALL BE INSTALLED WITH A SLOPE OF Ya"PER 0 FOOT.ALL OTHER PIPING LARGER THAN 2"SHALL BE PIPED AT A SLOPE OF Ya'PER 14-2115\ / S,y� �i rn FOOT. PROVIDE PROPER SLOPE FOR VENT PIPING TO DRAIN BACK TO DRAINAGE 212 / (�- - SYSTEM TO DRAIN ANY ACCUMULATIVE MOISTURE. E2 212A Sheet No. 213 \ Y: P3 . 1 0) T_ oo W Iy 00 U) 0 W � Of Q Z � a- u) Q o w zp UzM m p 06 = N 2 z UQm Q Wq PROVIDE 1"x1/8"STEEL BAND J O U DOWN 1/3 FROM THE TOP,AND UPC 1/3 FROM THE BOTTOM OF TANK. O � G (DBEND ENDS OF STRAP AND O N W ANCHOR SECURELY TO WALL AS REQUIRED.(TYP.FOR WALL AS SEISMIC RESTRAINT SCHEDULE Z o fn p WATER SET TANK AS CLOSE TO W HEATER POSSIBLE.PROVIDE WOOD BLOCK PROVIDE SEISMIC SWAY BRACE ON ALL SUSPENDED PIPING PER LOCAL CODE OR OR TANK FOR SPACERS BETWEEN WALL AND AUTHORITY HAVING JURISDICTION.SEISMIC SWAY BRACES SHALL CONSIST OF TANK IF REQUIRED.ATTACH TO GALVANIZED STEEL AIRCRAFT CABLES OR STEEL ANGLES/CHANNELS.STEEL AIRCRAFT WALL AS REQUIRED(TYP.FOR 2) CABLES SHALL BE PRESTRETCHED TO ESTABLISH A CERTIFIED MINIMUM MODULUS OF •o m•• ELASTICITY.CABLES BRACES SHALL BE DESIGNED TO RESIST SEISMIC TENSION AND ANCHOR TANK LEGS TO FLOOR STEEL BRACES SHALL BE DESIGNED TO RESIST BOTH TENSION AND COMPRESSION 'e C y o•O OR PLATFORM AS REQUIRED LOADS WITH A MINIMUM SAFETY FACTOR OF 2.BRACE END CONNECTIONS SHALL BE ate' — '•m BY LOCAL CODE AUTHORITIES STEEL ASSEMBLIES THAT SWIVEL TO THE FINAL INSTALLATION ANGLE.DO NOT MIX h n CABLE AND STEEL BRACES TO BRACE THE SAME SYSTEM.STEEL ANGLES,WHEN N o n REQUIRED,SHALL BE CLAMPED TO THE THREADED HANGER RODS AT THE SEISMIC `"v SWAY BRACE LOCATIONS UTILIZING A MINIMUM OF TWO DUCTILE IRON CLAMPS.THE m BRACING SYSTEM SHALL HAVE AN ANCHORAGE PREAPPROVAL"R"NUMBER FROM A ` – tb 05 TANK SEISMIC RESTRAINT RECOGNIZED GOVERNMENT AGENCY SHOWING MAXIMUM RESTRAINT RATINGS a U -o m xo V NE NOT TO SCALE VERIFYING ITS CAPABILITY TO RESIST SEISMIC FORCES.CABLE BRACE ASSEMBLIES > ,� = w�m SHALL BE TYPE SCB,STEEL BRACE ASSEMBLIES SHALL BE TYPE SSB,ROD CLAMPS >0 SHALL BE TYPE SRC,PIPE CLEVIS BRACES SHALL BE TYPE CCB AND MULTIPLE ANCHOR Qr . °a h 0 m LOAD DISTRIBUTION BRACKETS SHALL BE TYPE SLDB ALL AS MANUFACTURED BY •� "d`� –.ILL o MASON INDUSTRIES, INC.OR EQUAL AND AS APPROVED BY LOCAL AUTHORITIES. U o ^ m m e �o m U �+ C� ano� Cmvc; ch,; ^; 10I Loam � 0 °d m +n gaps c � H SUPPORT STRUCTURE SUPPORTANCHORAGE Revisions - SUPPORT STRUCTURE ROD COUPLING SUPPORT OR STRUT IF REUIREDORT STRUCTURE SUPPORT STRUCTURE ISSUED FOR LANDLORD REVIEW R REQUIRED AOI-21-2015 N IFISSUED FOR PERMIT F� SUPPORT ANCHORAGE MASON TYPE SRC OR UC SUPPORT ANCHORAGE • SUPPORT ANCHORAGE A02-04-2015 1 SEISMIC ROD CLAMP ROD COUPLING IF REQUIRED IF REQUIRED MASON TYPE SSB ROD COUPLING ROD COUPLING Q SEISMIC BRACKET THREADED ROD IF REQUIRED IF REQUIRED MASON TYPE SRC OR UC SEISMIC ROD CLAMP MASON TYPE SRC OR UC MASON TYPE SRC OR UC Q MASON TYPE SSB IF REQUIRED SEISMIC ROD CLAMP SEISMIC ROD CLAMP SEISMIC BRACKET IF REQUIRED IF REQUIRED Q 1 1 d THREADED ROD ' THREADED ROD THREADED ROD Q N 1 ROD STIFFENER ANGLE 1 1 M 1 OR STRUT IF REQUIRED ROD STIFFENER ANGLE ROD STIFFENER ANGLE OR STRUT IF REQUIRED TRAPEZE SUPPORT ROD STIFFENER ANGLE OR STRUT IF REQUIRED Q MASON TYPE SSB MASON TYPE SSB vO SEISMIC BPJ,CKET SEISMIC BRACKET a GtSTEEL BRAC _ _ STEEL BRACE O 2 wPIPE CLAMP OR U-BOLT STEEL BRACE MAXIMUM 9'-6"(2.9 m) MAXIMUM 9'-6"(2.9 m)MAXIMUM 9-6"(2.9 m) MASON TYPE CCB PIPE HANGER jREGON - 0 MASON TYPE SSB CLEVIS CROSS BRACE TRAPEZE SUPPORT SEISMIC BRACKET PIPE CLAMP ✓ °r 2Z MASON TYPE SSBOC SEISMIC BRACKET PIPE HANGER y on 2 O PIPE CLAMP MAY BE ROTATED TO I (RATION DA 30,20(& PIPE CLAMP ORU-BOLT TRANSVERSE SEISMIC SOLID BRACE TOSTRUUC TUACCESS Q --j+ L MAXIMUM 4IN.(102 mm) �+ STEEL MAXIMUM °-( 2.9 m) FOR CLEVIS SUPPORTED PIPE/CONDUIT S'9" 02/04/2015 z Date FD LONGITUDINAL SEISMIC SOLID BRACE 06/30/2016 MASON TYPE SSB Expiration Data J SEISMIC BRACKET FOR CLEVIS SUPPORTED PIPE/CONDUIT EL TRANSVERSE SEISMIC SOLID BRACE LONGITUDINAL SEISMIC SOLID BRACE ENGINEER PRE TRAPEZE SUPPORTED PIPE/CONDUIT PARED UNDER MY UPER\nHAT ESOP ANDANS ATOTHEVE BEEN BEST PARED UNDER MY SUPERVISION AND THAT TO THE BEST W TRAPEZE SUPPORTED PIPE/CONDUIT OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, Un REGULATIONS AND ORDINANCES OF PORTLAND,OREGON NI RELATING TO STRUCTURES AND BUILDINGS. EL 0) ENGINEER 00 C5 Drawn By Checked By O TRANSVERSE SEISMIC SOLID BRACE DETAIL o2 LONGITUDINAL SEISMIC SOLID BRACE DETAIL o3 TRANSVERSE SEISMIC SOLID BRACE DETAIL o4 LONGITUDIONAL SEISMIC SOLID BRACE DETAIL CW SK N NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE m a Scale Date rnl 1/4" = V-0" 01-06-2015 m v Job No. 14-2115 Sheet No. P3 .2 STEEL a DRILLED–IN DECK THREADED INSERT IF TOP BEAM EXISTING PAN FLOOR COLD WATER SUPPLY PROVIDE SHUTOFF VALVE ON ROUGH-IN C-CLA ALL-THREAD ROD. - OR CAST IN PLACE BACKFLOW PREVENTER. STEEL P R LENGTH AS REQUIRED IF NOT EXISTING DO DOWN IN PARTITION STEEL BAR FOR PIPE SLOPE NOT USE SHOT–IN WHERE SHOWN ON PLAN JOIST ° INSERTS ROUTE DRAIN TO FLOOR SINK 1 PROVIDE COPPER STEPPED FLEXIBLE PVC BOOT CLAMPED TO FLASHING BASE AND WITH AIR GAP. OR NON-METALLIC PIPE WITH STAINLESS STEEL SCREW CLAMPS ADAPTER AND SIX FOOT ADJUSTABLE COATING WHERE LONG,%"0 REINFORCED BAND HANGER HANGERS CONTACT DOMESTIC COLD WATER LINE IN PLUMBING CHASE FOOD GRADE PLASTIC FOR PIPING BARE COPPER PIPE CLEVIS HANGER FOR OR UNDER FIXTURE. MAKE BRANCH TO TRAP TUBING TO CURER WATER FOUR INCH O PIPE OVER FOUR INCH PRIMER OFF TOP OF THIS PIPE GROUND-JOINT PIPE UNION INLET. USE HOSE CLAMPS OR LESS DO NOT PROVIDE TRAP ON TYPICAL GAS PIPE REDUCER FROM BRANCH AS REQUIRED UNITS WHICH HAVE AN FIRED PIPE SIZE TO UNIT CONNECTION TRAP PRIMER IN CHASE OR UNDER FIXTURE. ELBOWS TO CUBER INTERNAL TRAP,BUT DO ROOFTOP AIR SIZE,AT UNIT CONNECTION TRAP PRIMER INSTALL PRIMER MINIMUM SIX INCHES ABOVE COMPENSATE CONNECT TO CUBER DISCHARGE AWAY FROM CONDITIONING WITH INTEGRAL FLOOD RIM OF FIXTURE BEING SERVED FOR PIPE AND ICE BIN DRAIN VACUUM INDIRECT DRAIN OPEN TO DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL UNIT UNIT GROUND JOINT PIPE UNION PROVIDE DISTRIBUTION UNITS WHERE MORE THAN EXPANSION OUTLETS AS BREAKER ONE TRAP IS SERVED BY A PRIMER ROOFING OVER REQUIRED ATMOSPHERE AT UPPER LARGER THAN 3"FROM INSULATED PIPE LARGER THAN �'a". VERIFY BRANCH PIPE. PROVIDE SPUN ICE 81N 3 END � BOTTOM OF JOISTS INSULATION THICKNESS WHEN SIZING HANGERS THREADED PIPE TO PVC SEE PLAN FOR SIZE PRIMER MAY BE LOCATED ABOVE CEILING WHERE ALUMINUM BASE IN METAL FLASHING PIPE SUPPORT ADAPTER ON ACCESSIBLE. IF LOCATED IN A CHASE OR WALL, BED OF MASTIC BY ROOFING O REFER TO"ROOF y�mI.I� CONDENSATE WASTE GAS SHUT-OFF COCK PROVIDE PROVIDE A HINGED,LOCKABLE, PRIME COATED COORDINATE WITH CONTRACTOR BLOCK PIPING PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE.DO NOT CONNECTION(S) COUPLING ACCESS DOOR IN AN ACCESSIBLE BUT ROOFER SUPPORT'DETAIL BRANCH PIPE. IW uj INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER.DO INCONSPICUOUS PLACE IW SEE PLAN FOR SIZE FLOOR P R ANOTHER EXCEPT IN CHASES. HANGERS MAY ROOF INSULATION NOT HANG ONE IPE FROM OTH XC C S ,.. �� USED FOR MULTIPLE PARALLEL PIPES.HANGER SPACING FOR PIPE SIZE:COPPER:4"=12'; I ° �� FS PROVIDE AIR GAP OF TWICE PIPE DIAMETER BRANCH OFF TOP —_—_ — ROOF DECK 3"=11;2Y"=10';2"-9'; 1Y'=8; 1Y4"=7'; 1"=6';Y4'=6';Y"=5'.CAST IRON: 10'AND ONE NEAR ALL DISCHARGE AWAY FROM OF GAS PIPE MAIN — II II AND AT LEAST ONE INCH AIR GAP O JOINTS.STEEL:4"=14';3"=12';2Y"=11';2"=10'; 1YZ"=9'; 1"=7';Y4"=6';Y"=5'. LOCATE HANGERS CONCRETE FLOOR SLEEVE ROOF Q SERVICE AREAS OF UNIT ��//�� AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE.PROVIDE SUPPLEMENTARY STEEL AND SPLASH ON ROOF TYPE"K"SOFT COPPER TUBE BELOW IF REQUIRED ANCHOR PIPE TO ROOF DECK OR JOISTS PROVIDE FLOOR SINK AT FRONT EDGE OR ADJACENT TO ICE MACHINE, U) 0 STRUTS BETWEEN JOISTS IF REQUIRED.LOCATE HANGERS TO TAKE LOAD OFF OF NEAR DRAIN DOUBLE FLOOR SLAB WITHOUT JOINTS.SLOPE EQUIPMENT CONNECTIONS.ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN f BLOCK TOWARD FLOOR DRAIN TRAP.PROVIDE FLOOR DRAIN OR FLOOR WHERE ACCESSIBLE FOR CLEANING-NOT UNDER ANY EQUIPMENT WATER VELOCITY.PROVIDE SEISMIC BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. PVC PIPE TRAP ELASTOMERIC INSULATION FROM TRAP SINK P-TRAP WITH TRAP W CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE.REFER TO CODES TO ABOVE FLOOR SLAB PRIMER CONNECTION REFER TO PLANS FOR PIPE SIZES)AND LOCATION(S). USE WELDED >_ x EQUIPMENT CURB Q AND SPECIFICATIONS FOR FURTHER INFORMATION. i+M PIPE SUPPORT PROVIDE COLD WATER ROUGH-IN AT TOP OF ICE MACHINE.ARRANGEMENT 6"LONG DIRT LEG FULL SIZE Z SEE DETAIL OR SCREWED FITTINGS AS SPECIFIED FOR PIPE SIZE.LOCATE SHOWN IS SCHEMATIC.ADJUST AS REQUIRED TO SUIT CONDITIONS. OF BRANCH PIPE TRAP PRIMER MAYBE LOCATED ABOVE CEILING WHERE ACCESSIBLE. PENETRATION MINIMUM 18"FROM ADJACENT WALLS. VERIFY CONNECTIONS WITH MANUFACTURER. PIPING ARRANGEMENT SHOWN IS SCHEMATIC.ADJUST AS REQUIRED. Z 01 PIPE HANGERS ROOFTOP UNIT CONNECTIONS 0� TRAP PRIMER O /� ROOF PENETRATION 05 ICE MACHINE CONNECTIONS 0 O NOT TO SCALE O NOT TO SCALE NOT TO SCALE `t NOT TO SCALE NOT TO SCALE C7 Z M 06 = N Q 0) JPO Z PIPE SIZE AS REQUIRED SEE O � 0 m DRAWINGS --- CC PROVIDE ONE PIECE SPUN SWEET FILTER VENT, MODEL CENTER DECK PLATE V- ALUMINUM BASE WITH, SF-85 CARBON FILTER UNIT = BELOW PIPE STAND GRADULATED STEPPED AS MANUFACTURED BY O O W PVC BOOT,AND SWEET SEPTIC SYSTEMS DECK PLATE,MIRO DRAINAGE PORTS ON Z ~ ADJUSTABLE STAINLESS //{ 800 622-8768. INDUSTRIES SUPPORT + HOT OR COLD WATER SUPPLY _ STEEL CLAMPS.SET BASE ( ) PAD MADE OF MOLDED — TWO SIDES OF PIPE COVER VALVE BODIES WITH INSULATION,BUT NOT UNIONS IN BED OF MASTIC. FPVC OR EQUIVALENT a STAND BASE IF HORIZONTAL BRANCH IS LESS THAN 20' _ INSTALL PER PDI LONG,PROVIDE ONE WHA AT END OF LINE - I I PDI i �STANDARDS AND IF BRANCH IS GREATER THAN 20'LONG, •o m•o REFER TO ARCHITECTS SIZE MANUFACTURER'S PROVIDE ANOTHER WHA IN MIDDLE,EACH V a o^` "A" INSTRUCTIONS SIZED FOR HALF THE FIXTURE UNITS C o•O, DRAWING FOR MINIMUM 12"ABOVE ROOF ALUMINUM PIPE STRAPS. _, e u ,•m AIR UNIT MAKE-UP ED PIPE REDUCER FROM BRANCH PIPE SIZE PILLOW BLOCK PIPE STAND OF APPLICATION OF VENT PIPE POLYCARBONATE RESIN FASTEN TO PIPE STAND WITH AIR UNIT MOUNTED TO UNIT CONNECTION SIZE AT UNIT BOOT INSTALLATION WITH STAIN STEEL SCREWS,MIRO y – LON ROOF CONNECTION MATERIAL,MIRO INDUSTRIES , O� ROOFING MATERIAL PLAN INDUSTRIES,MODEL 3-R4 PIPE vi c e m GROUND JOINT PIPE UNION MODEL 3-R4 STRAPS SINGLE FIXTURE MULTIPLE FIXTURES = c_LL m ri TAPE JOINTS OF to MITER THE INSULATION AT PIPE SHALL REST m – FIBERGLASS GAS SHUT-OFF COCK PDI PIPE FIXTURE FIXTURE UNIT TABULATION U TEES AND ELBOWS SO THAT ROOF INSULATION �� FIRMLY ON PIPE STAND � 'o y Mo+i E INSULATION SIZE SIZE UNIT LOAD G1 v •• o 0 THERE ARE NO GAPS AT JOINTS. � ROOF DECK WITHOUT GAPS FIXTURE COLD HOT > d o C Pilo u BRANCH PIPE.SEE III III PILLOW BLOCK PIPE STAND - ° m�� PROVIDE ONE-PIECE PRE-MOULDED PVC q •e- o PROVIDE A ONE FOOT LENGTH PLAN FOR SIZE PIPE STANDS ARE STACKABLE A Yz" 1-11 TANK WATER CLOSET 5 - o a '�m a m FITTING COVERS OF NON-COMPRESSIBLE �� i�i.t 1A PROVIDE SLEEVE IF ANCHOR PIPE TO ROOF DECK DECK PLATE FOR PROPER ELEVATION OF •� �^ s"� L_�LLYtce INSULATION AT HANGERS FOR /-BRANCH OFF REQUIRED BY TYPE OR JOISTS WITH U-BOLT g a . U m c `/ VARIOUS SIZE PIPE TO /a 12-32 URINAL 5 – � o ALL PIPE 2"AND LARGER TOP OF GAS OF ROOF DECK AROUND PIPE AND ANGLE IRON L1 — L `o .m c a i0 �+ PROVIDE INSULATION ON DOMESTIC PIPE MAIN ROOFING MATERIAL MAINTAIN LEVEL PIPING.MIRO • �. morn HOT/COLD WATER PIPES,STORM WATER WELDED OR SCREWED TO DECK INDUSTRIES,MODEL 3-R4 C 1" 33-60 LAVATORY 1.5 1.5 Q N D r ��m'000 ROOF MINIMUM 12"BELOW ROOF OR JOIST LI———LI ON-$2 PIPES,AND CONDENSATE DRAIN PIPING IN REFER TO OTHER DETAILS SPACER FOR TREATMENT OF J 7 D 1y" 61-113 SINK 3 3 Z 3:,bWALLS AND CHASES INSULATION AT PENETRATION ELEVATION W PROVIDE PIPE INCREASER OF WALLS AND FIREWALLS PITCHED CURB MINIMUM 3"VENTD DTHTO MAKERU ROOF >_HUBLESS PIPE CONNECTORS E 1Y" 114-154 MOP BASIN 2.25 2.25 1 o PIPE SUPPO i+) RT ON PVC PIPE °• - - - - • - - ? SEE DETAIL PIPE STAND GOOD FOR 1/2"TO 3-1/2"STEEL PIPE SIZES ONLY. To r PROVIDE FIBERGLASS INSULATION WITH ALL-SERVICE JACKET WITH VAPOR BARRIER ON PROVIDE 6"DIRT LEG PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION ALL COLD/HOT WATER PIPING AND CONDENSATE DRAIN PIPE.REFER TO SPECIFICATIONS FULL SIZE OF BRANCH REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM TEN FEET SUPPORT SPACING FOR PIPE SIZE: 1/2"=6';3/4"THUR 1"=8'; 1-1/4"AND LARGER= PLUMBING PRODUCTS,WATTS OR APPROVED EQUIVALENT WITH PISTON AND FOR FURTHER INFORMATION REGARDING INSULATION.INSTALL ALL ITEMS PER HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR 10;PLACE DECK PLATES ON ROOFING,SET PIPE STAND FREE ON DECK PLATES. 0-RING CONSTRUCTION,HAVING PDI#WH-201,ASSE#1010 AND ANSI#A1 12.26.1M SPECIFICATIONS AND MANUFACTURERS INSTRUCTIONS.MAINTAIN VAPOR BARRIER ON INTAKE,AND ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE 1"FIBERGLASS STACK PIPE STAND WITH SPACERS,WHERE REQUIRED TO ELEVATE PIPING. CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION,BUT NEVER COLD PIPING BY MEANS OF SEALANT AND TAPE.FLAME-SPREAD AND SMOKE-DEVELOPED INSULATION WITH ALL-SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN SIX FEET INSTALL GAS PIPE TO ALLOW FOR EXPANSION AND CONTRACTION. PRIMER COAT UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE _ INDEXES SHALL NOT EXCEED 25/50.SEAL EXPOSED ENDS OF FIBERGLASS INSULATION PIPING ARRANGEMENT SHOWN IS SCHEMATIC.ADJUST AS REQUIRED.WOOD OF VENT THRU ROOF LOCATION. VERIFY FLASHING AND COUNTERFLASHING WITH AND PAINT EXTERIOR GAS PIPE WITH RUST RESISTANT,COLOR SHALL BE YELLOW. THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN WITH ADHESIVE MASTIC. BLOCKING IS NOT PERMITTED. ROOFING CONTRACTOR. ABOVE. Revisions ISSUED FOR LANDLORD REVIEW 01-21-2015 OVPIPE INSULATION 07 MAKE-UP AIR UNIT CONNECTION OQ VENT THRU ROOF [VTR] OROOF BLOCKING PIPE SUPPORT 1 O WATER HAMMER ARRESTERS ISS4-2015 PERMIT NOT TO SCALE NOT TO SCALE V NOT TO SCALE 9 NOT TO SCALE NOT TO SCALE A 02-04-2015 0 WATER FILTER NEAR THE BAG-N-BOX SYSTEM.SEE A SHEET P1.1 FOR LOCATION.MOUNT FILTER 12" Q BELOW CEILING FOR ACCESSIBILITY. CEILING 0 REFER TO SHEET P1.1 FOR EXACT ROUTING OF FILTER WATER LINE Yz" Yz" ROO ROOF PENETRATION SUPPOGAS PIPE ON ROOF PER DETAIL DETAIL PER D PRO OFs o ��6 ��GlNF�gJj�� DISCHARGE INTO CENTER HOLE OF CEILIN PIPE WITHOUT JOINTS DO NOT INSTALL VALVES IN PROVIDE 1"ELASTOMERIC INSULATION OVER 65122PE r .- GRATE OF WASTE RECEPTACLE WITH IN CEILING SPACE CEILING SPACE FREEZE PROTECTION ON CONDENSATE LINE - AIR GAP SUFFICIENT TO REMOVE gggg IF/WHEN FREEZER BOX ONLY-(ELECTRIC 4REG011 Il PROVIDE CLEANOUTS IN GRATE AND STRAINER. MINIMUM GAP 212A HEATING CABLE IS BY OTHERS) aD =TWO PIPE DIAMETERS AND AT LEAST _ TURNS/ENDS OF PIPE. USE Y"IN WALL TYPICAL PIPE SUPPORT eDWV COPPER FITTINGS IF ONE INCH AIR GAP EXHAUST HOOD ANCHORED TO WALL SILICONE SEAL AROUND 25 �- .0SIZE IS LARGER THAN 1" G TWO COMPARTMENT SINK PIPEPENETRATION G• �� RIM OF FLOOR SINK IS TO BE MOUNTED MANUAL GAS VALVE DX COIL FLUSH WITH FINISH FLOOR UNLESS 1" EXPIRATION DATE' U so.soly o SLOPE PIPE AS GAS PIPE HEADER WITHIN WALL BEHIND N O DICTATED OTHERWISE BY AHJ 212 COOKING EQUIPMENT,APPROXIMATELY 12" MECHANICAL GAS VALVE CO MUCH AS POSSIBLE C FURNISHED BY KITCHEN HOOD TOWARD ROUTE Y<"WATER ABOVE FLOOR,SIZE AS SHOWN ON PLANS. CO N U' SUPPLIER AND INSTALLED BY Sign CONNECTION WITH PROVIDE QUANTITY AND SIZE OF PROVIDE CLEANOUT uj DISCHARGE 213 PC,AND WIRED BY EC 02/042015 j WATTS#SD-3 BFP FOR CONNECTIONS AS REQUIRED FOR PROVIDE TRAP AT BOTTOM IN TURNS AND ENDS Q MAKE CONNECTION TO I ® ICE TEA BREWER EQUIPMENT BEING SERVED OF RISER AND DISCHARGE OF PIPE Date EQUIPMENT AS REQUIRED INTO HUB DRAIN WITH AIR FLEXIBLE APPLIANCE O6 16 W MAKE CONNECTION TO p %"FILTER WATER CONNECTOR FURNISHED BY CO H GAP 0 STUB OUT OF WALL TO FSEC AND INSTALLED BY 2'—/ DIAMETERS O PIPE Expiration a COIL AS REQUIRED Z ICE MACHINE WITH PLUMBING CONTRACTOR4"FLOOR SINK ENGINEER MAKE PIPE MINIMUM ONE SIZE LARGER NO INSULATION ON PIPE RISER m o SHUT-OFF VALVE WALK-IN COOLER OR FREEZER BOX I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE. THAN EQUIPMENT CONNECTION,MINIMUM MANUAL GAS FLOOR PARED UNDER MY SUPERVISION AND THAT TO THE BEST J %". USE TYPE"M"OR"L"HARD COPPER PROVIDE TRAP WHEN INDIRECT a/'FILTER WATER VALVE(TYP) 7 C' �� TYPICAL 6"DIRT LEG FLOOR MAINTAIN AIR GAP OF MY KNOViLEDGE,THE SAME COMPLY NTTH ALL RULES, Il WASTE EXCEED 30"LENGTH STUB OUT OF WALL JPu FLOOR u TO 6"ABOVE FLOOR TWICE PIPE DIAMETER REGULATIONS AND ORDINANCES OF PORTLAND,OREGON I BELOW COUNTER SEE FLOOR PLAN FOR RECEPTACLE LOCATION. RELATING TO sraucruFces AND euILDlrvcs. o NOTE:ALL INDIRECT WASTE AND LOCAL PIPING EXCEEDING 30"LENGTH WITH SHUT-OFF VALVE AND AT LEAST ONE 4" ly INCH AIR GAP 0)I SHALL BE SIZED PER S.COMM 82.30. ` —— ARRANGEMENT SHOWN IS SCHEMATIC.ADJUST TO SUIT ACTUAL CONDITIONS.ROUTE ENGINEER J -- INSTALL PIPE HIGH AS POSSIBLE,ANCHORED TO WALL OF BOX WITH ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE RISER AND HEADER WITHIN WALL.MAKE FINAL CONNECTION TO EQUIPMENT AS ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD SUPPORTS AT MAXIMUM SIX FOOT CENTERS.USE TYPE"M"HARD N NOTE: PLUMBER TO RECOMMENDED BY MANUFACTURER.PROVIDE WELDED FITTINGS/JOINTS IN CONCEALED, Drawn B Checked B oT AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. UTILIZE TYPE DWV COPPER TUBE AND FITTINGS WITH LEAD-FREE SOLDER JOINTS.SLOPE Y Y '3o SUPPLY LABELS FOR UNSLEEVED LOCATIONS.PROVIDE THREADED FITTINGS/JOINTS FOR EXPOSED PIPE INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL THE SHUTOFF VALVES CONNECTIONS. COPPER PIPE,FITTINGS AND CONNECTORS FOR SINK CONNECTIONS.ALL HORIZONTAL PIPE AT MINIMUM TWO PERCENT:REFER TO LOCAL CODE CW SK ov CODES FOR FURTHER INFORMATION. EXPOSED PIPE SHALL BE TYPE DWV COPPER. FOR INDIRECT DRAIN REQUIREMENTS. (L Scale Date 0)l 1/4"= V-0" 01-06-2015 0) v Job No. 11 INDIRECT DRAIN 1 BEVQERAGE STATION ELEVATION 1 COOKING APPLIANCE GAS PIPE 1 /� TQWOGCOMPARTMENT SINK 1 WALNOT K-IN COOLER/FREEZER CONDENSATE DRAIN 14-2115 SCALE NOT TO SCALE `t CID Sheet No. P4 . 0 a7 224 352 \� \\ 231 \ 350 0 LIU CID o L.1 OPEN OPEN OPEN A _ 0 Q OHO = e _ _ O O (n O OOe NT N 00 N z ? z CD W Z 1 2 () KITCHEN SCALE: 1/2"=1 '-O" KITCHEN SCALE: 1/2"=1 '-0" - " W Z u < WO 496 ECOLAB ECOLAB QUAT ass6 W ?: O W SCOUT ESANITIZER 0 ~ pU) o = Q 0 00 v w ON (D E— ZC, P: Y W uo_ . Q O y 222 ,i 220 220 m 302 u '- 0) o • 342 E00ctl = mWroW 227A 227A 227 � 350 �•— ^� e a N om� O uv dH ■_dLL �44g ®� ®' ® ® QD QD QO p U Q n c m C m��3 0 o CD 3sa - er303 O G O O O O O O � oo� �a'wsni-w F N pp == N d 00 ;r r 22 r r r IF Revisions 3 4 ISSUED FOR LANDLORD REVIEW 01-21-2015 KITCHEN KITCHEN " Q 2-04 D01 OR PERMIT SCALE: 1/2 -1 -0 SCALE: 1/2 =1 -0 0 A A 0 z1s ECOLAB asa 0 0 OASIS 0 CL CL MOP HOLDER In NOTE G o 5�62 uD ONLY, REFER TO KITCHEN DRAWINGS o � THE DIMENSIONS AND TAGS SHOWN HERE ARE FOR REFERENCE OREGOSJ Z O O DRAWINGS OR DETAILED INFORMATION. DARCHITECTURAL FGFjFoaS O 363 QE%PIRATION DATE' JU E 30,ZO W W _ O f— -- _ 9n z 02/04/2015 W O O d Date 06/3011016 Expiration Date W (� Z 0 Oo 0 M ENGINEER LU Qo I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- L) PARED UNDER MY SUPERVISION AND THAT TO THE BEST H OF MY KNOWLEDGE,THE SAME COMPLY WITH ALL RULES, Y r REGULATIONS AND ORDINANCES OF PORTLAND,OREGON r i RELATING TO STRUCTURES AND BUILDINGS. a n. rni '., ENGINEER CO 3 Drawn By Checked By CLI 5 6 �W SK im KITCHEN MOP SINK Jote b N = , D Da01-06-2015 SCALE: 1/2"=1 '-0" SCALE: 1/2"=1 '-0" Job No. 3 14-2115 0 Sheet No. P4 . 1 L3-6,8 0-10,12 (6a,6b,8c,Bd VIA (10e,10f,10g,10h,121 VIA SWITCHBANK & SWITCHBANK & CONTACTOR) CONTACTOR TIME CLOCK CONTACTOR 'Cl', INTERMATIC #ET1725C 30 AMP, 8 POLE 60 6b 8c 8d 10e 10f 10g 1 O 12i SEE NOTE # T7 �o DRA E L3-1 T NEUTRAL m m m m • m e o o e D SHWA HING 1121 120 V. - P � _ 10 • a m • e • • m • N o QQQQ 6 m 6b r q \ C1 7 oo Q�QQV ° 0 4 0,C' L3-16 CHANNEL LETTERS OVERRIDE SWITCH 10 PHOTO-CELL - - — - - — - - - - 3 INTERMATIC #K4121, L3-18 CHANNEL LETTERS REFER SHEER E01.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o G$ "Y 7 MOUNTED ON ROOF, FINISHED FLOOR - - -- 8 FACING NORTH L3-20 WINDOW SIGNAGE FOR EXTERIOR • •,;�4q' L3-22ZM SHOW WINDOW RECEPT. LIGHTING LOCATION x I we 14a N S S CONTROL ZONE SCHEDULE SWITCH TYPE ® I - - - TO SPARE - - - — - _ -- - _ - — L3- 4 j EXHAUST ,1�4a° a,b - KITCHEN (2) 20A-1P TOGGLE SWITCH DININ C SPARE c,d - SERVING AREA (2) 20A-1P TOGGLE SWITCH KITCHEN/PREP FAN. ;. (TYPICAL) 9 500A EN r Z in XR MOUNT ON WALL e,f - GENERAL LIGHTING (2) 20A-1P TOGGLE SWITCH C i 1 r $ VI I0 ABOVE PANELBOARDS SPARE BELOW CEILING g,h - DAY LIGHTING (2) 20A-1P TOGGLE SWITCH DI D 14b 'C ' 4 SPARE i - DINING AREA DECORATIVE/CUSTOM (1) 20A-1P TOGGLE SWITCH - W L3-1 CONTACTOR 'C2', NOTES: 8 - 8 D �. $ $ GE 30 AMP, 8 POLE 120 V. C 1. ENGRAVE SWITCHES PER ZONE SCHEDULE. D o' 14b 0146 O L3-6 KITCHEN (6a,6b) x OVERIDE 00 ° ° ° 0 WOMENS EXHAU T SWITCH IN L3-8 KITCHEN PREP/ORDER TO GO (Sc,Bd) 0 SWITCHBANK DETAIL - - 107 FAN X SWITCH BANK L3-10 DAYLIT AREA/GENERAL (1011 Of.1Og,1Oh) NOT TO SCALE W L3-12 DECORATIVE (12i) BC 8 Q 8d ORDER/TD G❑ 8 (TYPICAL), z WIRE CONTACTOR SPARE p p� 109 pr \l CONTROL CIRCUIT TO SEE DETAIL 04, THIS SHEET FOR MORE INFORMATION. LOCAL SWITCHING SPARE KI K2 K2 I K2 K2 NL a (n SPARE GENERAL ELECTRICAL NOTES $° - -_ r , --_ = � . PL 8d �' o Sd _ SPARE - 11 A �gd q O Z 1. ALL LIGHT FIXTURES AND LAMPS ARE SUPPLIED BY OWNER AND c JL .IL -�{ JL 8d JL Sc 8c INSTALLED BY THE ELECTRICAL CONTRACTOR, UNLESS NOTED T r wx Z ce) OTHERWISE. COORDINATE SHIPPING AND STORAGE WITH OWNER PRIOR 60 11 -- W = N TO CONSTRUCTION. TIME CLOCK 1 f I NG 10 U Q 0) a f INTERMATIC #ET1725C WATER CIRCULATION PUMP 2. FIXTURES WITH "NL" DENOTE NIGHT LIGHTING FIXTURE WIRED TO AN oo K68 1 UNSWITCHED HOT. a 6c 6c w > (� SEE NOTE # T2 SEE NOTE 35 ON SHEET # - P e� r lUee 10e r axas° _ _ J Q L2-4a NEUTRAL 3. CONTRACTOR SHALL PROVIDE AN ADDITIONAL UNSWITCHED HOT --. o� Z_ i 120 V. CONDUCTOR TO CIRCUITS CONTAINING EXIT/EMERGENCY LIGHTING. ao 2 N I (n 4. THE CONTRACTOR SHALL PROVIDE SHATTER SHIELDS OR PROTECTED 6 0 DINI G A O 00 LLQ LAMPS ABOVE FOR NON-LENSED FIXTURES ABOVE FOOD 10 PREPARATION, WORK AND STORAGE AREAS, e u 12i 21 21 10 J z O �- J g�po I I 96X Of I � WATER HEATER 5. SEE LIGHT FIXTURE SCHEDULES ON SHEET E1.3. 019-042 ��o L= .0J CONTROLLER QO eN� Q gNg T1. TIME CLOCK SHALL BE SET FOR 3PM ON AND 2AM OFF. PHOTOCELL WILL TURN 6. ALL LAY-IN CEILING FIXTURES SHALL BE SECURED TO CEILING GRID PER Q�yx+rp000 LIGHTS ON AT DUSK. ARTICLE # 410 OEC. 22 QQQQ QQQQ QQQQ �o� �. • c m T2. TIME CLOCK SHALL BE SET TO TURN ON 1 HOUR BEFORE OPEN AND OFF 1 HOUR AFTER 7. ALL PENDANT MOUNTED TYPE 'A' AND 'K6' FIXTURES SHALL BE (TM 1 10 �c o CLOSE. CONFIRM HOURS OF OPERATION WITH CONSTRUCTION MANAGER. SUPPORTED FROM A SWIVEL CONNECTION ON A FAN RATED SUPPORT BOX E tl aLLI WITH RIGID CONDUIT THREADED FITTINGS. JUNCTION BOX SUPPORTING ' N ' •N z LIGHTS SHALL BE INDEPENDENTLY SUPPORTED FROM STRUCTURE UTILIZING © O ( " o UNISTRUT OR APPROVED MOUNTING METHODS. 6b TY I Al_ - Q o a P C C 6 _ _ _ w B. CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS FOR ELECTRICAL POWER U o =^mc SYSTEMS WITHIN 30 DAYS OF SYSTEM ACCEPTANCE. - ' K3 a TIMECLOCK CONTROL DETAIL r P - � o ao"" 0 x ym 3 00 NOT TO SCALE CONTRACTOR SHALL FURNISH OPERATION & MAINTENANCE INSTRUCTIONS FOR IT>; EN/STT RA < i �. , K4 c tl rn p 9• SYSTEMS AND EQUIPMENT TO THE BUILDING OWNER OR DESIGNATED 112 �TYPI AL) o a o REPRESENTATIVE. lo XR � d N z^� i- Uo '� Odaa 00 10. CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION WITH COPY TO ENGINEER m aD Z U) U QNGF THAT LIGHTING SYSTEMS HAVE BEEN TESTED TO ENSURE PROPER ENTRY / o'��x CALIBRATION, ADJUSTMENT, PROGRAMMING AND OPERATION. 100 DAYLIGHT ZONE m z I-'u< LIGHTING PLAN NOTES THIS PORTION OF DETAIL IS SEASDNA�R IO TYPICAL FOR ALL COOLER OR F1 LOCATION OF LIGHTING CONTROL SWITCHBANK. SEE DETAIL 03, THIS I I I I I I 4 FREEZER PENETRATIONS 4" STAMPED STEEL JCT. BOX BY DIV. 16 SHEET, FOR MORE INFORMATION. COORDINATE EXACT LOCATION IN FIELD AS NOT TO BE BLOCKED BY EQUIPMENT OR STORAGE. CROUSE HINDS (OR EQUAL) ES ❑ WALK-IN COOLER LIGHTS WIRED TO LIGHTING CIRCUIT AS SHOWN. COOLER E.M.T. CONDUIT BY DIV. 16 —_ 00 o SEALING HUB BY DIV. 16 2 LIGHTS SHALL BE SWITCHED LOCALLY. Revisions WALK-IN CEILINGAlow WALK-IN CEILING ❑3 MOUNT DRUM FIXTURES, BOTTOM OF FIXTURE, AT 7'-6"AF.F. COORDINATE ISSUED FOR LANDLORD REVIEW JUNCTION BOX HEIGHT WITH SHEET E2.0 AND ARCHITECTURAL DRAWINGS. 01-21-2015 RIGID STEEL CONDUIT THRU O ISSUED FOR PERMIT WALK-IN BY DIV. 16. SEAL E.C. TO CUT HOLE AS DIRECTED BETWEEN CONDUIT AND SLEEVE BY K.E.C. VINYL SLEEVE AND ® PROVIDE SENSORSWITCH #CMR-9-2P PASSIVE INFRARED DUAL RELAY 02-04-2015 WITH SEALANT BY DIV. 16 GROMMETS BY DIV. 16 CEILING MOUNTED OCCUPANCY SENSOR. SET RELAYS FOR AUTOMATIC ON. Q LIGHT FIXTURE FURNISHED BY OWNER. CONNECT (1) RELAY TO ROOM LIGHTS AND (1) RELAY TO EXHAUST FAN. E.C. TO SEAL BETWEEN BASE & REFER TO DETAIL 03 ON SHEET E1.2 FOR MORE INFORMATION. O 1 LIGHTING PLAN CEILING. E.C. TO PROVIDE & INSTALL NORTH LAMP QS MOUNT BOTTOM OF JUNCTION BOX FOR ALL TYPE 'K6/K6E' FIXTURES 1/4" = 1'—O" Q AT 12'-3"AFF SO BOTTOM OF FIXTURES ARE AT 10-2"AFF. UNLESS NOTED OTHERWISE. Q 1. ALL CONDUIT TO BE RUN ON EXTERIOR OF WALK-IN BY DIV. 16 TRUE © EXIT SIGNS TO BE MOUNTED AT 9'-0" FROM BOTTOM. Q 2. ALL PENETRATIONS THRU WALK-IN TO BE THOROUGHLY SEALED PER NEC • F7 ELECTRICAL CONTRACTOR SHALL ADJUST TYPE "K4" FIXTURE AIM TO MAXIMIZE 3. ALL LIGHT FIXTURES TO BE FURNISHED BE OWNER, INSTALLED AND WIRED BY EC. ILLUMINATION OF MENU BOARD/ART WORK. 4. MOUNTING FIXTURES, ALL CONDUIT AND ALL INTERWIRING BY DN. 16. ® ADJUST "K2" FIXTURE AIM TO MAXIMIZE ILLUMINATION OF MENU BOARD/ART WORK. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND S��PG TPN Ffss/O MOUNTING HEIGHTS OF FIXTURES. QAC' 0a 1a 9 y9� LIGHTING IG TAD FIXTURE FURNISHED IN HOOD. REFER TO HOOD WIRING DIAGRAM 0 WALK-IN COOLER LIGHTING DETAIL a OREGON m NOT TO SCALE 10 125W EMERGENCY INVERTER WIRED TO DINNING ROOM SWITCHED CIRCUIT. r,S z 2 , •�QSO INVERTER IS MOUNTED FLUSH IN CEILING. ISOLITE # IMI 12-LC-VI-TB. D - REFER TO WIRING DETAIL # 5 ON SHEET THIS SHEET. COORDINATE EXACT MOUNTING LOCATION WITH NOODLES GENERAL MANAGER. PROVIDE REMOTE TEST SWITCH IF MOUNTED ABOVE CEILING. E 11 THREE LIGHTS FURNISHED BY COOLER MANUFACTURER, INSTALLED AND 02/04/2015 12/31/2015 WIRED BY GENERAL CONTRACTOR. WIRE LIGHTS TO KITCHEN LIGHTING DATE EXPIRATION DATE CIRCUIT AS SHOWN. CONTACTO /10 NORMAL LIGHT 1P (2) LED PUCK LIGHTS MOUNTED FLUSH IN THREE SHELVES FOR A TOTAL 10 SWITCH 1Oe OF (6). ELECTRICAL CONTRACTOR TO PROVIDE JUNCTION BOX AND FINAL H I- SWITCHED EM OUTPUT CONNECTION TO LED DRIVER(S). REFER TO ARCHITECTURAL PLANS FOR 120V. 1Oee toe ADDITIONAL INFORMATION. NEUTRAL EM NORMAL GROUNDEARTH FIXTURE FIXTURE NUETRAL EMERGENCY INVERTER 0 INVERTER WIRING DIAGRAM NOT TO SCALE _ Drawn By Checked By SR/SL DD/SB Scale Date 01-06-2015 iv Job No. 14-2115 Sheet No. E1.0 SF: 1.00 cc JN:H:\14008.33 FN:819 E1.0 LIGHTING PLAN POWER PLAN NOTES ❑1 JUNCTION BOXES/OUTLETS SHALL BE LOCATED NO FURTHER THAN ® REFER TO KITCHEN EQUIPMENT SCHEDULE ON SHEET E1.3 FOR MORE 2'-2" FROM EDGE OF DESK INFORMATION, DISCONNECT SWITCHES, AND REQUIREMENTS. ❑2 PROVIDE A 4" OCTAGON BOX FOR ANSUL PULL STATION. VERIFY LOCATION OF J-BOX WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. 29 PROVIDE A JUNCTION BOX WITH SINGLE GANG PLASTER RING AND EXTEND A 1/2" CONDUIT UP TO ACCESSIBLE CEILING. REFER TO DETAIL STAINLESS STEEL COVER PLATE FOR DATA JACK OUTLET FOR 01 ON SHEET E1.2. POS MONITOR. MOUNT HORIZONTALLY DIRECTLY BELOW STAINLESS STEEL CAP. ROUTE 3/4" CONDUIT INTO ACCESSIBLE CEILING SPACE ❑3 BACK BOX WITH FLEXIBLE CONDUIT WHIP PROVIDED IN CASEWORK BY FOR LOW VOLTAGE WIRING BY OWNER VENDOR. REFER TO DETAILS 8 MILLWORK CONTRACTOR FOR QUAD ISOLATED GROUND POWER ON SHEET E1.2 FOR MORE INFORMATION. RECEPTACLE. ELECTRICAL CONTRACTOR SHALL PROVIDE ISOLATED GROUND RECEPTACLE DEVICE AND EXTEND MILLWORK CONDUIT AND ® PROVIDE SURFACE MOUNTED, WEATHERPROOF, WALL BOX AT 18" AFF CIRCUITS TO JUNCTION BOXES AT WALL. FOR PANIC BUTTON. STUB 3/4" CONDUIT ABOVE CEILING. CONDUIT TOILET EXHAUST EF-4 EF .5 HP.,120V.,1PH. 4 2t SHALL BE ROUTED ON INSIDE SURFACE OF COOLER AND THROUGH PANEL 'L3' 4 PROVIDE 1" CONDUIT AND 2) PULL STRINGS FOR LOW VOLTAGE DATA TOP OF COOLER. PENETRATION THROUGH COOLER SHALL BE SEALED EXHAUST FAN EF-3 EF REFER TO DETAIL ON CABLE TERMINATIONS. ( AIR TIGHT. ELECTRICAL CONTRACTOR TO COORDINATE INSTALLATION PANEL 'L2' 1 4HP.,120V.,1PH. 3 9 21 SHEET # E1.2 FOR WITH KITCHEN EQUIPMENT CONTRACTOR. ROUTE TO OFFICE FOR PANEL 'Ll' ADDITIONAL INFORMATION ❑5 PROVIDE SINGLE-GANG BOX WITH 1/2"C. STUBBED OUT AT 48" A.F.F. SECURITY WIRING. (MOUTED ABOVE CEILING) FOR THERMOSTAT/HUMIDISTAT/TEMPERATURE SENSOR. ROUTE CONDUIT (MOUTED ABOVE CEILING) TO MECHANICAL EQUIPMENT AS DIRECTED BY MECHANICAL CONTRACTOR. 31 PROVIDE SINGLE GANG BACKBOX AT 9" AFF FOR PANIC BUTTON. STUB VERIFY LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 3/4" CONDUIT ABOVE CEILING. MOUNT PANIC BUTTON 4" BELOW TOP OF DESK AND 8" BACK FROM FRONT OF DESK MILLWORK. COORDINATE L2-13 © REFER TO CONTACTOR DETAIL 04 ON SHEET E1.2 FOR HOOD CIRCUIT EXACT MOUNTING LOCATION IN FIELD. 3 # 12 TO 5 SHUTDOWN. 000 11 L1-18 VIA HOOD DISHWASHING w qfp PROVIDE SINGLE RECEPTACLE FOR 'UV FLY LIGHT' AT 8'-0-AFF, TO o0o C1 OL'PAN 111 ❑7 PROVIDE NUTONE DOOR BELL SYSTEM. REFER TO DETAIL 02 ON SHEET © BOTTOM OF OUTLET. COORDINATE LOCATION IN FIELD. �CO- TO CIRCUIT �X E1.2. MOUNT LOW VOLTAGE TRANSFORMER ABOVE CEILING DIRECTLY oNo 2 1 �1 L3-14c 0 pQ ABOVE BELL. COORDINATE EXACT LOCATION OF PUSHBUTTON IN FIELD © PROVIDE DUPLEX ISOLATED GROUND RECEPTACLE MOUNTED 0O0 _ o 5H I (1 ,17 WITH NOODLES REPRESENTATIVE. HORIZONTALLY IN STAINLESS STEEL CUT OUT WITH DATA JACK OUTLET, o0 8Y L 2 - 0 ROUTE CONDUIT FOR POWER TO CEILING TO PANELBOARD. REFER TO 000 �� u ® DUPLEX RECEPTACLE MOUNTED ON CENTER AT 18"AFF. DETAIL 7 ON SHEET E1.2 _._ _ . _._ . _ _ _ -�P �❑5 ® Of ❑9 CONNECT EXHAUST FANS EF-1, EF-2, EF-3 AND MAKEUP AIR UNIT ® PROVIDE JUNCTION BOX MOUNTED HORIZONTALLY IN STAINLESS STEEL CUT00 °°° ° °° ° °° °° °°°° L -1 < °+o� L2F15 Lu MUA-1 VIA THE HOOD CONTROL PANEL MOUNTED ON/NEAR THE COOK OUT FOR SINGLE GANG PLASTER RING AND STAINLESS STEEL COVER PLATE --- -- MENS z Q LINE HOOD (KITCHEN EQUIPMENT #500). SEE SHEET E1.3 AND H1.0 WITH SINGLE DATA JACK OUTLET FOR POS MONITOR. ROUTE 3/4" CONDUIT } } 6 9 VC 106 FOR ADDITIONAL INFORMATION. CONNECT FANS PER MANUFACTURER'S INTO ACCESSIBLE CEILING SPACE FOR LOW VOLTAGE WIRING BY OWNER 9 7 00 00 d 22 2 27 4 REQUIREMENTS AND SHOP DRAWINGS. VENDOR. REFER TO DETAILS 7 ON SHEET E1.2 FOR MORE INFORMATION. x ® 6 L2-13 0 Ll—(8,10,12) m 5 _P4� _ VC DINING C a EXTERIOR SIGNAGE. VERIFY EXACT LOCATION AND QUANTITY OF WATER CIRCULATION PUMP TO BE CONTROLLED BY CIRCULATION PUMP TIME 9 00 L 103 17 © K HEN/PREP + SAFF 2 G Z 10 J-BOXES FOR EACH SIGN. EXTEND CIRCUIT THROUGH 7 DAY, 24 HOUR CLOCK (INTERMATIC #ET1725C). SEE DETAIL # 02 ON SHEET E1.0. WIRE 14 0 �- C TIMECLOCK CONTROLLED CONTRACTOR. REFER TO DETAIL 02 ON SHEET WATER HEATER AHEAD OF TIMECLOCK. CIRCULATION PUMP TIME CLOCK TO BE c2 E 9 231 • 0 - 0 E1.0 FOR ADDITIONAL INFORMATION. COORDINATE POINT OF CONNECTION LOCATED BY CIRCULATION PUMP AND WATER HEATERS, COORDINATE TIME WITH NOODLES REPRESENTATIVE. SIGNS MAY HAVE ONE OR MORE CLOCK LOCATION WITH PLUMBING CONTRACTOR AND NOODLES FIELD 9 O' 6 2�3 L3-(21,23) _ 2 29) CARBON (� CD POINTS OF CONNECTION. CONTRACTOR TO INSTALL DEDICATED HOT, REPRESENTATIVE. COORDINATE EXACT LOCATION OF PUMP WITH PLUMBING 218 L1 ( ,4,6) x MONOXIDE 7 Z M NEUTRAL & GROUND CONDUCTORS FOR ALL SIGN CIRCUITS. DO NOT CONTRACTOR. CIRCULATION PUMP DISCONNECT TO STATE "CONTROLLED BY 2�3 1 D TECTOR 06 T N Z COMBINE OR SHARE NEUTRALS WITH OTHER CIRCUITS. SOME SIGNS CIRCULATION PUMP TIME CLOCK". L2-28 no 04 _ q MAY REQUIRE ROOF PENETRATION. COORDINATE WITH GENERAL �2 368 4 WOMENS U) Q J CONTRACTOR AT TIME OF BID. ® ELECTRICAL CONTRACTOR TO INSTALL (2) IN CEILING CARBON MONOXIDE 1 _ 9 604 12 -18 107 i - DETECTORS, ONE CLOSE TO HOOD IN KITCHEN AND THE OTHER IN CLOSE O L2-25 O wD.PROXIMITY OF THE WATER HEATER. WIRE TO CIRCUIT L3-30. COORDINATE x x 601 600 J > 0 11 TIMECLOCK AND CONTACTORS FOR SIGNAGE, EXTERIOR LIGHTS AND o 0 ❑ EXACT LOCATION AND REQUIREMENTS WITH NOODLES REPRESENTATIVE. _ L2-20 7 > SHOW WINDOW RECEPTACLES. REFER TO DETAIL 02 ON SHEET E1.0. 322 819 X 0 (n 0 GENERAL CONTRACTOR TO VERIFY BREAD WARMER LOCATION PRIOR TO THE L3-27 2g I ° L2-1 0 00 W W ❑ PROVIDE DUPLEX ISOLATED GROUND RECEPTACLE FOR MONITOR © Ej _ L2 12 START OF ELECTRICAL INSTALLATION WITH NOODLES REPRESENTATIVE. uu O JL, OMOUNTED HORIZONTALLY DIRECTLY BELOW STAINLESS STEEL CAP. i NROUTE CONDUIT FOR POWER INTO CEILING SPACE TO PANELBOARD. x 3 O1 L2-20 IG O O VERIFY EXACT LOCATION OF STUB UP PRIOR TO INSTALLATION. 00 2247 aREFER TO DETAIL 8 ON SHEET E1.2 FOR MORE INFORMATION. 2-25 z ~ PROVIDE DUPLEX ISOLATED GROUND RECEPTACLE AND JUNCTION BOX WITH ORDER/TO GO L3-(3,5) 5 13 DUPLEX RECEPTACLE AND TELEPHONE OUTLET FOR SECURITY PANEL. SINGLE GANG PLASTER RING AND STAINLESS STEEL COVER PLATE WITH SINGLE 10-9 251 E1,2 L2-1 E1,2 DATA JACK OUTLET FOR POS MONITOR. ROUTE 3/4" CONDUIT INTO oNo L2-26 L2-16 2 368 96 o L 5 14 120V CIRCUIT FOR WATER HEATER CONTROLS. MAKE ALL NECESSARY ACCESSIBLE CEILING SPACE FOR LOW VOLTAGE WIRING BY OWNER VENDOR. o�0 HOPI )0III] HIA I I I 13 CONNECTIONS. ov L2 14 REFER TO DETAILS 9 ON SHEET E1.2 FOR MORE INFORMATION. o e 2424 2424 41 9 [� 41 U e a P SOON ]MAR , 1 16 El LOCATION OF HOOD CONTROL/ANSUL SYSTEM PANEL. REFER TO L3-2 •� < m w ® (2) VOLUME CONTROL SWITCHES ® 48"AFF. PROVIDE BACKBOX WITH SINGLE N •N z 15 SHEETS H1.0, H2.0 & H3.0 FOR FIELD WIRING OF LIGHTS, CONTROLS, GANG TRIM RING AND STUB 1" CONDUIT FOR EACH TO ACCESSIBLE CEILING o°e d�OO �)�O 6 AND POWER TO MAU-1, EF-1, EF-2 AND EF-3. SPACE FOR LOW VOLTAGE WIRING BY OWNER VENDER. VERIFY EXACT LOCATION o 0 2424 E1,2 LI Q �� IN FIELD. �� 0000 0000 — , c- w 16 ROUTE 3/4" POWER CONDUITS AND 1" LOW VOLTAGE CONDUITS WITH (2) oNo o COOLER 0O0 600 3 4 600 3 4 600 3 4 _ LL Y O PULL STRINGS UNDERNEATH FLOOR FROM ISLAND TO NEAREST FULL 41 PROVIDE PULL BOX AT FLOOR LEVEL TO ROUTE ALL POS ELECTRICAL Oeo 0 0 113 000 601 601 U HEIGHT WALL UP TO CEILING SPACE. REFER TO DETAIL ON ARCHITECTURAL THROUGH WEDGE/CASH COUNTER/OTHER. RUN CONDUIT BELOW SLAB AND 000 0 oCO 601 rso•xas N m 3 o DRAWINGS. CUT AND PATCH SLAB AS REQUIRED. STUB CONDUITS INTO MILLWORK AT LOCATION DETAILED ON ARCHITECTURAL �� 602 602 — — 1n I DRAWINGS. COORDINATE ROUGH-IN LOCATIONS IN FIELD. oNo WP oN� 602 DINING B � - m L2-33 L2-31 "o a o m rn PROVIDE (1) 1/2" CONDUIT FOR SECURITY SYSTEM WIRING. ROUTE 214 °ee --- - 102 17 FROM +84", STUBBED OUT AT THE BOTTOM OF THE JOIST. PROVIDE PROVIDE TWO SINGLE ,OUTLET DEVICES WIRED TO L2-16,18 WITH ONE PLUG L2-37 U o ` o-*a BUSHED ENDS. COORDINATE WORK WITH SECURITY SYSTEM ® PER CIRCUIT. ONE DUPLEX WIRED TO L2-14. LABEL PANEL NAMES AND z 0000 INSTALLATION CONTRACTOR. CIRCUIT NUMBERS ON RECEPTACLE FACEPLATE. 8 o + L _ - J + + + Q n °m N .. STORAGE O j JW Q QUAD POWER OUTLETS FOR COMPUTER SYSTEMS. REFER TO DETAIL 10 PROVIDE DUPLEX ISOLATED GROUND RECEPTACLE AND JUNCTION BOX WITH 0 1R �03� COOLER oho U L .evx.ae 1 00Z~U- 18 ON SHEET E1.2. © BLANK SINGLE GANG COVER PLATE. STUB CONDUIT INTO ACCESSIBLE ovo 11 �! ENTRY — — CEILING SPACE. L2-27 oNo_ )��I Luii R �N� 100 L3-16- PROVIDE CONDUIT WITH PULL STRING FOR LOW VOLTAGE CABLE. ROUTE a°e 911024361110 , �► 19 CONDUIT INSIDE LOW WALL FROM JUNCTION BOXES FOR KITCHEN 4"X4" RECESSED MOUNTED JUNCTION BOX WITH SINGLE CAT 5 DATA JACK. 0000 0000 �000 MONITORS TO FULL HEIGHT WALL. CONDUIT MAY RUN UNDERNEATH ® PROVIDE 1" CONDUIT WITH (2) PULL STRINGS FOR LOW VOLTAGE CABLE. RUN _NI6AFF DINING A )Wp 6 SLAB, CUT AND PATCH WHERE REQUIRED. COORDINATE KITCHEN CONDUIT BELOW SLAB TO NEAREST FULL HEIGHT WALL UP INTO CEILING SPACE. E12 CARBO DE 101 L3-22 \ MONITOR HEIGHTS. VERIFY EXACT ROUTING WITH OWNER. PROVIDE DUPLEX RECEPTACLE +18" ABOVE WINDOW OR IN CEILING IF ® DOOR HEATER FURNISHED BY COOLER MANUFACTORY. WIRE DOOR HEATER TO DETECTOR10 CHANNE LETTERS CIRCUIT SHOWN. 6 1 11134. 10A 20 ❑ NECESSARY. VERIFY EXACT LOCATION OF DEVICE WITH ARCHITECT AND L2-11 L2-13 OWNER PRIOR TO ROUGH-IN. ROUTE CIRCUIT THROUGH TIMECLOCK c+� CONTROLLED CONTACTOR. REFER TO DETAIL 02 ON SHEET E1.0. 1 495 \ 7 O COORDINATE EXACT MOUNTING DETAILS WITH MECHANICAL CONTRACTOR L2-7 2_2 B L2-35 xi Revisions 21 AND NOODLES REPRESENTATIVE. 24 4 o _2 a L3- 2 SSUED FOR LANDLORD REVIEW C 17 c+cJ c+c 01-21-2015 DUPLEX RECEPTACLE FOR MOOD MEDIA POWER. REFER TO DETAIL 10 Q ISSUED FOR PERMIT ON SHEET EI.2. - " '� 02-04-2015 SECURITY PROVIDE 20A, 120V. WEATHERPROOF, DUPLEX RECEPTACLE, WITH 5 /j ❑j L2-4 L24 4 KEYPAD Q 23 COVERPLATE, LABELED "SUITABLE IN WET LOCATION WHILE IN USE". 18 GFI BY OTHERS ® OUTDOOR RECEPTACLE FOR PATIO. COORDINATE EXACT LOCATIONS IN L2-15 +48"AFF SEASONAL PATIO FIELD WITH GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE WIN ®0DOW SIGNAGE 0-20 114 PRIOR TO INSTALLATION. PROVIDE EMPTY CONDUIT WITH PULLWIRE TO SECURITY PANEL IN MANAGER'S OFFICE. COORDINATE MOUNTING HEIGHT AND LOCATION Q WITH NOODLES & CO. CONSTRUCTION MANAGER. coa 0:3cp ® WELL PROVIDE SINGLE POINT CONNECTION AND DAISY CHAIN TO (4) SOUP ��PEO PROpFs 9 GENERAL ELECTRICAL NOTES �,s " ,O ©j EF-1 AND EF-2 WIRING FROM HOOD TO FANS TO BE INSTALLED IN e`` `6�� 1 F hese 9 y9< TWO SEPARATE CONDUITS. 1, ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO 18 O ; OREGON e = KITCHEN EQUIPMENT. WP -7 9 CO is z 2 2• ALL HARDWIRED CONNECTIONS TO BE MADE WITH SEAL—TIGHT FLEXIBLE L3-18 D METAL CONDUIT WITH INSULATED GROUND WIRE INSTALLED WITH PHASE CHANNEL LETTERS AND NEUTRAL CONDUCTORS. GROUND WIRE TO BE BONDED AT BOTH ENDS. 01 POWER PLAN 1 1PH. 1 A 10 SIG RE 3, ALL RECEPTACLES INSTALLED IN KITCHEN AREA SHALL BE LABELED AS NORTH02/04/2015 12/31/2015 GFCI PROTECTED, PROVIDED WITH A GFCI CIRCUIT BREAKER. 1/4' = 1'-0" DATE EXPIRATION DATE 4, ELECTRICAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT REQUIREMENTS TRUE (INCLUDING THOSE SCHEDULED) WITH SUPPLIER PRIOR TO ROUGH—IN. 5. 7 DAY,24 HOUR CLOCK IS REQUIRED TO CONTROL STORE FRONT ENTRY LIGHTS, SHOW WINDOW LIGHTS, SHOW WINDOW RECEPTACLES AND STORE FRONT SIGNAGE. 6• REFER TO SHEET E1.2 FOR ELEVATIONS SHOWING DEVICE ROUGH—IN HEIGHTS & LOCATIONS. CONFIRM ROUGH—IN WORK WITH OWNER AND ARCHITECT PRIOR TO START. 7. SEE KITCHEN EQUIPMENT SCHEDULE ON SHEET E1.3. 8 ALL WIRES IN OPEN CEILING SHALL BE INSTALLED IN CONDUIT. THIS Drawn By Checked By SHALL INCLUDE ALL WIRING FOR SECURITY SYSTEM. SR/SL DD/SB 9, PROVIDE A COMPETE CONDUIT RACEWAY SYSTEM AS REQUIRED FOR Scale Date SECURITY VENDOR. COORDINATE EXACT SCOPE OF WORK WITH GENERAL 01-06-2015 CONTRACTOR AT TIME OF BIDDING Job No. 10• ALL HARD WIRED APPLIANCES SHALL HAVE A PERMANENTLY MOUNTED 4-2 1 T-2115 LOCK OUT DEVICE ON CIRCUIT BREAKER SERVING APPLIANCES. Sheet No. E1.1 SF: 1.00 CL JN:H:\14008.33 FN:819 E1.1 POWER PLAN SPECIAL NOTE: VERIFY EXACT LOCATION OF ALL RECEPTACLES IN FIELD WITH NOODLES PROJECT MANAGER AND WITH ARCHITECTURAL DRAWINGS PRIOR TO ANY ROUGH - IN . - L2-35 L2-12 120V 20A, 8P, CONTACTOR FOR TRANSFORMER ELECTRICAL EQUIPMENT L2-24 UNDER HOOD (LOCATE ON L2-27 NUTONE # C905 WALL NEXT TO PANELSOARDS 50A, 3P, CONTACTOR FOR BELOW CEILING) ELECTRICAL EQUIPMENT CLASS II LOW —2 UNDER HOOD (LOCATE ON 1/2" DIA. CONDUIT—ONLY, WALL NEXT TO PANELBOARDS PROVIDED AND INSTALLED BY VOLTAGE WIRING, L3-15 ELECTRICAL CONTRACTOR. EXTEND 16V 16AWG MINIMUM L3-19 Lt-21 BELOW CEILING) CONDUIT, INSIDE WALL, TO ABOVE L1-23 00 ACCESSIBLE CEILING SPACE. BELL N HOOD CONTROL L3-25 SPARE PANEL PROVIDE 4" JUNCTION BOX WITH CIO SCREW THREADS SET AT THE 2 & //� B EM EM SPARE (BY OTHERS) W J 8 O'CLOCK POSITIONS. / _ TOILET ROOM TOILET ROOM C C Q REAR DOOR J// MANAGER'S DESK LIGHT FIXTURE LIGHT FIXTUREE PUSH BUTTON V O Q W LL: 1OO TOILET U) ROOM EXHAUSTER ANSUL FIRE TO EF-11 �// REMOTE FIRE PULL STATION. elf a BELL SYSTEM NOTES: EXTINGUISHING CONTROL Od : CABLE, AND ANY OTHER CABINET---__E, TO MAU-1 Lu MISCELLANEOUS EQUIPMENT SHALL `r BE PROVIDED BY OTHERS. PROVIDE NUTONE DOOR BELL SYSTEM, INCLUDING BUT NOT LIMITED TO, CONTROL �- < co NECESSARY WIRING, RACEWAYS AND THE FOLLOWING DEVICES: L3-4 G z Q z 1. BELL: NUTONE #LA-202WH. LOCATE BELL AT +8'-0" ABOVE MANAGER'SE Q 0 O DESK. COORDINATE WITH OTHER DEVICES TO BE INSTALLED AT MANAGER'S NEUTRAL 2-POLE SW. & u) NOTE: COORDINATE EXACT LOCATION WITH AUTHORITY DESK. COVERPLATE SHALL BE WHITE. DOUBLE POLE DOUBLE POLE PILOT LIGHT ♦— HAVING JURISDICTION, FIRE INSPECTOR AND ARCHITECT SENSOR SWITCH SENSOR SWITCH NOTES: Z Q PRIOR TO ROUGH-IN. 2. PUSHBUTTON: NUTONE #PB-18 LWHCL. LOCATE PUSHBUTTON WHERE 1. ELECTRICAL CONTRACTOR SHALL PROVIDE CONTACTORS AND ALL INTERLOCKO O > SHOWN AT REAR ENTRY DOOR. COORDINATE WITH ARCHITECTURAL PLANS WIRING. COORDINATE EXACT TERMINATION REQUIREMENTS WITHIN HOOD W AND ELEVATIONS. CONTROL PANEL AND ANSUL CABINET WITH HOOD MANUFACTURER. co 06 T: W OREMOTE HOOD FIRE PULL STATION O DOOR BELL SYSTEM DETAIL O TOILET ROOM EXHAUST FAN SWITCHING DETAIL Q Q NOT TO SCALE NOT TO SCALE O EXHAUST HOOD SHUT-DOWN WIRING DIAGRAM W U NOT TO SCALE NOT TO SCALE 0 U O F- 000 z C) W U Q e a DUPLEX ISOLATED GROUND c m a w RECEPTACLE AND SINGLE DATA JACK N - ; "„ z OUTLET MOUNTED HORIZONTALLY d - DIRECTLY BELOW STAINLESS STEEL ' =e a DUPLEX RECEPTACLE CAP (TYPICAL OF 3 SETS) n 0=0 w _ . ��mrn WIRED T DINING UPLEX ISOLATED a u 30p0 DECORA VE-CIRC[ — ROUND RECEPTACLE J, I SERVING AREA ND SINGLE GANG J-BOX CU 0 o CIDrn © NOTE REFER TO ARCHITECTURAL \ / � s y RECEPTACLES MAY BE / DETAIL FOR LOW WALL t '-0 3/A" / V aro , o w W Q MOUNTED TIGHT WITH \ \ / \ / lizz�a` G 'I 03 CABINET CASEWORK o 1 3'-1 1/8" g g g 1 6 CUTOUT. COORDINATE I X / WITH NOODLES REP. °J / FN-TL 0 �► ® o -71r \ 0 PEN P N cm)w A o 9 = 9 / \ - N 1 ° 8 IDU LE ISOLATEDi4 it �V4 / \ _ 00 N J6RIbU D - _ - - - - - RECE ACLE N N N 4"X4" JUNCTION CO N top N N N N f0 N N 368 W SINGLE DATA - � Revisions JACK FOR DATA O KITCHEN ELEVATION ISSUED SRLANDLORDREVIEW O BEVERAGE STATION ELEVATION O PLUS STATION ELEVATION Nor ro SCALE O KITCHEN ELEVATION ISSUED4-2015 PERMIT 02-04-2015 NOT TO SCALE NOT TO SCALE NOT TO SCALE 0 A 0 0 1" EMPTY CONDUIT, DUPLEX OUTLET AND 0 ROUTE FROM J-BOX AND J-BOX FOR MOOD MEDIA STUB ABOVE CEILING. SYSTEM ® +96"AFF PROVIDE END BUSHING. DUPLEX ISOLATED 1 IPNee,,,0y GROUND RECEPTACLE t4'-6" t4'-10 3/8"� (2) 1" EMPTY CONDUITS. ROUTE I DUPLEX OUTLET AND FROM J-BOX AND STUB ABOVE + J-BOX FOR SECURITY (TYPICAL OF 2) _ CEILING. PROVIDE END BUSHINGS. SYSTEM ® +96"AFF 3/4" CON PROVIDE 120V FOR CIRCULATION PUMP. COORDINATE EXACT I s z • �0 _ 71 DATA (TYF LOCATION WITH PLUMBING ❑� D CONTRACTOR. i 1 RF EDTA WATER HEATER VOLUMT� I I CONTROL S +60"AFF,, slc 7IL( X0a / 0� M�� L 02/04/2015 12/31/2015 DA 5 i ® I U/ ®r— ® DATE EXPIRATION DATE J ®0 / D i�ll�l © o O \ o J N N N M (00 N coo N N EMPTY 2 GANG JUNCTION QUAD OUTLET BOX W/ 2" GROMMETTED COVER PLATE ® +36"AFF +40"AFF QUADOUTLET +36"AFF PANIC BUTTON OKITCHEN ELEVATION PANIC JUNCTION Drawn By Checked By NOT TO SCALE BOX AT +97AFF SR/SL DD/SB 10 MANAGER'S STATION ELEVATION Scale Date NOT TO SCALE 01-06-2015 Job No. 14-2115 Sheet No. E1.2 SF: 1.00 CC JN:H:\14008.33 FN:819 EI.2 ELECTRICAL ELEVATION KITCHEN EQUIPMENT ELECTRICAL CONNECTION SCHEDULE ITEM REMARKSi LIGHTING FIXTURE SCHEDULE PANEL MOUNTING TYPE DESCRIPTION MANUFACTURE CATALOG NUMBER LAMP VOLTAGE WATTAGE MARK EQUIPMENT DESCRIPTION VOLTAGE PHASE LOAD (VA) CONNECTION TYPE HEIGHT AFF CONDUIT AND WIRE SIZE REMARKS (1) REFER TO ELEVATION, SHEET E1.2 REMARKS 196 PLUS U/C COOLER 120 1 612 NEMA 5-20R +18" 1/2"C. - 2 # 12 & t # 12 GROUND (1) (2) BOTH EVAPORATOR (10A) & CONDENSER (6A) 48" WAGONWHEEL STONEGATE OATMEAL LINEN (4) MOUNT JUNCTION BOX 3'-0 ABOVE UNITS ARE FED FROM ONE DUPLEX RECEPTACLE. PENDANT FIXTURE DESIGNS CLASSIQUE ROUND F26DBX/ 120 112 BOTTOM OF FIXTURE. SEE ARCHITECTS 212 BEVERAGE DISPENSER 120 1 1200 NEMA 5-20R + 26" 1/2"C. - 2 # 12 & 1 # 12 GROUND (1),(6) Al 830EC04P RCP FOR FIXTURE HEIGHTS. 40 (3) MOUNT RECEPTACLE AT MIDDLE OF UNIT. (3) MOUNT JUNCTION BOX 3'-0 ABOVE 40212A ICE MACHINE- AIR COOLED 120 1 1728 NEMA 5-20R + 78" 1/2"C. - 2 # 12 & 1 # 12 GROUND (1),(6) 24" WAGONWHEEL STONEGATE (4) INSTALL ALL CONTROL WIRING AS NECESSARY FOR PENDANT FIXTURE DESIGNS CLASSIQUE ROUND F26DBX/ 120 84 BOTTOM OF FIXTURE. SEE ARCHITECTS 213 ICED TEA DISPENSER 120 1 1728 NEMA 5-20R + 26" 1/2"C. - 2 # 12 & 1 # 12 GROUND (1),(6) A COMPLETE INSTALLATION. A3 OATMEAL LINEN 830EC04P RCP FOR FIXTURE HEIGHTS. (5) DEVICE PROVIDED IN MILLWORK BY MILLWORK 214 BOOSTER PUMP 120 1 1800 NEMA 5-20R + 60" 1/2"C. - 2 # 12 & 1 # 12 GROUND (1) MANUFACTURER. (ONLY FOR FRONT COUNTER 6" RECESSED COMPACT JUNG C6H-126T-C650-CL- (1) 120 28 FIELD VERIFY DEVICES.) C FLUORESCENT DOWNLIGHT WH-HB-28 F26TBX830AECO 218 ICE MACHINE 120 1 132 NEMA 5-20R + 80" 1/2"C. - 2 # 12 & 1 # 12 GROUND (4),(8) (6) SINGLE RECEPTACLE 218A ICE MACHINE CONDENSER 208 1 2912 HARDWIRED ROOF MOUNTED 1/2"C. - 2 # 12 & 1 # 12 GROUND (4),(8) 6" RECESSED COMPACT WIRE EMERGENCY BALLAST T O (7) ROUTE THROUGH CONTACTOR AND TIE TO ANSUL FLUORESCENT DOWNLIGHT JUNG C6H-126T-HR-C650-CL- (1) 120 28 AHEAD OF LOCAL SWITCHING. � 220 PASTA COOKER 120 1 600EACH NEMA 5-20R + 18" 1/2"C. - 2 # 12 & 1 # 12 GROUND (1),(7) SYSTEM. CE WITH EMERGENCY BALLAST WH-HB-28 F26TBX830AECO oo (8) ICE MACHINE IS WIRED INDEPENDENT OF THE 221 COMBO ELECTRIC GRILL PRESS 208 1 7,000 NEMA 6-50R + 18" 3/4"C. - 2 # 6 & 1 # 10 GROUND (1),(7),(12) CONDENSING UNIT. 8" RECESSED COMPACT W C8H-226T-C852L- FLUORESCENT DOWNLIGHT JUNG 2 120 55 Q 222 GAS RANGE CONVECTION OVEN 120 1 480 NEMA 5-20R + 18" t/2"C. - 2 # 12 & 1 # 12 GROUND (1), (7) (9) COORDINATE LOCATION OF DISHMACHINE SIDES SO ® D WITH SHATTER GUARD LENS C-T-CL-CG-WH-HB-28 F26TBX830AECO Z ELECTRICAL ACCESS PANEL IS EXPOSED TO PUBLIC » AND NOT AGAINST WALL. CIRCUIT BREAKER 8" RECESSED COMPACT FLUORESCENT WIRE EMERGENCY BALLAST 223 DRAWER WARMER 208 1 1040 NEMA 6-20R + 26 1/2 C. - 2 # 12 & 1 # 12 GROUND (1), (6) C8H-226T-BR-C852L- 2 Q SERVING DISHMACHINE SHALL BE COMPLIANT WITH DOWNLIGHT WITH SHATTER GUARD AND JUNO ( ) 120 55 AHEAD OF LOCAL SWITCHING. W NEC 422.31B. CONFIRM WITH LOCAL AUTHORITY IF ®DE EMERGENCY BALLAST C-T-CL-CG-WH-HB-28 F26TBX830AECO (NOTE D) U) O J 226 COUNTER TOP SOUP WARMER 120 1 1200 NEMA 5-20R + 28" 1/2"C. - 2 # 12 & t # 12 GROUND (1), (6) Q LOCK-OUT DEVICE WILL BE ACCEPTABLE, OTHERWISE 232 HOT FOOD TABLE 208 1 1726 NEMA 6-20R + 18" 1/2"C. - 2 # 12 & 1 # 12 GROUND (1) PROVIDE 10OA-3P DISCONNECT AT UNIT. 2'X4' FLUORESCENT LAY-IN® TROFFER WITH # 12 PRISMATIC LIGHTOLIER XP2GVA3332UNVGICUL (3) 120 93 W 0 W F32T8SP30EC0 �"' 2 (10) IF EVAPORATOR IS FURNISHED AT 208V., CONNECT F ACRYLIC LENS z Q V W 241 REFRIGERATED SANDWICH TOP 120 1 1080 NEMA 5-20R + 18" 1/2"C. - 2 # 12 & 1 # 12 GROUND (3) J TO L2-(38,40) AND LABEL L2-42 'SPARE'. 4' LONG SURFACE MOUNTED (2) FIXTURE SHALL BE VAPOR Q � N 242 REFRIGERATED SANDWICH TOP 120 1 660 EACH NEMA 5-20R + 18" 1/2"C. - 2 # 12 & 1 # 12 GROUND (3) OFC FLUORESCENT FIXTURE WITH LIGHTOLIER ST4WA232UNVCA F32T8/ 120 62 PROOF WITH INSTANT START a (11) ALL PENETRATIONS THRU WALK-IN TO BE ACRYLIC LENS SP30EC0 COLD WEATHER BALLAST W W 243 REFRIGERATED SANDWICH TOP 120 1 1080 NEMA 5-20R + 18" 1/2"C. - 2 # 12 & 1 # 12 GROUND (3) THOROUGHLY SEALED PER NEC 300.7 Z = (12) UNITS WIRED TOGETHER WITH ONE POWER SUPPLY. 2'X4' FLUORESCENT LAY-IN TROFFER WIRE EMERGENCY BALLAST O 0 2 U 244 UNDERCOUNTER REFRIGERATOR 120 1 660 NEMA 5-20R + 18" 1/2"C. - 2 # 12 & 1 # 12 GROUND (7) PROVIDE NEMA 6-50R CORD AND PLUG WITH #6 AWG ® WITH # 12 PRISMATIC ACRYLIC LENS LIGHTOLIER XP2GVA332UNVCI-E1 SP 120 93 AHEAD OF LOCAL SWITCHING. Ur d FE F32T8SP30EC0 TO CORD FOR CONNECTION OF GRILL. AND EMERGENCY BALLAST (NOTE D) Z M W 246 REACH-IN REFRIGERATOR 120 1 828 NEMA 5-20R + 78" 1/2"C. - 2 # 12 & 1 # 12 GROUND (6) N Cy FURNISHED AND INSTALLED BY FENCE VENDER. T N W Ix 251 GRAB & GO MERCHANDIZE 120 1 960 NEMA 5-20R + 18" 1/2"C. - 2 # 12 & 1 # 12 GROUND (2),(13) (13) PROVIDE DEDICATED NEUTRAL CONDUCTOR FOR EQUIPMENT. OPTIMAX PRO 24LED FO ELECTRICAL CONTRACTOR TO PROVIDE 120V. LED 120 14 (0 ti FV COOLER DISPLAY LIGHT CONNECTION U) Q �- (14) ALL DEDICATED CIRCUITS SHALL BE WIREDX TO A SINGLE W 3: � (n LL DISH WASHER 208 3 22,302 HARDWIRED + 62 1"C. - 3 # 4 & 1 # 8 GROUND (9) RECEPTACLE OUTLET. MOUNT BOTTOM OF SHADE AT -J J 286A WALK-IN COOLER EVAPORATOR 120 1 504 HARDWIRED ABOVE COOLER 1/2"C. - 2 # 12 & 1 # 12 GROUND (10)(11) (15) CONNECT EXHAUST FANS EF-1, EF-2, EF-3, EF-4 AND ' JL SUMMIT PENDANT TECH LIGHTING MP-L-S-LED 120VOLT LED 12 6 +6'-6" A.F.F. CUT STEM TO FIT Q 0 J Z THE MAKE-UP AIR FAN MAU-1 VIA THE HOOD CONTROL 3000K (NOTE C) O 00 W m 286B WALK—IN COOLER CONDESER 208 1 1800 HARDWIRED ROOF MOUNTED 1/2"C. — 2 # 12 & 1 # 12 GROUND (4) (11) PANEL MOUNTED ON/NEAR THE COOK LINE HOOD (KITCHEN r- Q EQUIPMENT #500). SEE SHEET H1.0 FOR ADDITIONAL ♦ MONOPOINT ISLA PENDANT (1) MOUNT BOTTOM OF FIXTURE AT O N (! _ 302 SAUTE TABLE 120 1 780 NEMA 5-20R + 18" 1/2"C. — 2 # 12 & 1 # 12 GROUND (1),(7) INFORMATION. CONNECT FANS PER MANUFACTURER'S GGA FIXTURE WITH DECORATIVE AMBER LBL LIGHTING FIXTURE: LF-512—AM—SC—LED GE#LED7DA19V2— 120 7 +6'-0" A.F.F. WITH TRACK — >. CD REQUIREMENTS AND SHOP DRAWINGS. GLASS SHADE 827W MOUNTED AT 12'-0" z ~ y J 322 CONVENIENCE OUTLET 120 1 960 EACH NEMA 5-20R + 48" 1/2"C. - 2 # 12 & 1 # 12 GROUND (1) TRACK MOUNTED FIXTURE: 8201WH (61923) GE- ADJUSTABLE LED LYTESPAN SHADE: 8235WH LED10/DP30S/ 120 10 NOTE C 368 PLUS COFFEE BREWER 120 1 1800 EACH NEMA 5-20R + 18" 1/2"C. - 2 # 12 & 1 # 12 GROUND EACH K1 KZ DOWNLIGHT TRACK: 6001NWH, 6003N 827/20 g� 369 CONVENIENCE OUTLET 120 1 960 NEMA 5-20R + 48" 1/2"C. - 2 # 12 & 1 # 12 GROUND (1) TRACK MOUNTED FIXTURE: 82018K (61923) GE- 120 K3 K4 ADJUSTABLE LED LYTESPAN SHADE: 82353K LED10/DP3OS/ 720 10 SEE ARCHITECTS RCP FOR FIXTURE •y - N z 495 WATER SOFTENING SYSTEM 120 1 200 NEMA 5-20R + 70" 1/2"C. - 2 # 12 & t # 12 GROUND (1) DOWNLIGHT TRACK: 6001NBK, 6003NBK 827/20 MOUNTING HEIGHTS. � „ a (61923)GE 500a EXHAUST HOOD LIGHTS 120 1 100 EACH HARDWIRED IN HOOD 1/2"C. - 2 # 12 & 1 # 12 GROUND (4) MONO POINT LED FIXTURE: 82076K e= LL W DOWNLIGHT LYTESPAN SHADE: 82358K LED10/DP3OS/ 120 10 (NOTE G) a u p .o � m rn 500b EXHAUST HOOD CONTROLS 120 1 100 HARDWIRED FIELD VERIFY 1/2"C. - 2 # 12 & 1 # 12 GROUND (4) K6 STEM: 60746K/6190BK 827/20 ; 3000 (61923)GE -m N�tO 500c SUPPLY FAN STARTER MAU-1 208 3 3420 HARDWIRED FIELD VERIFY 1/2"C. - 3 12 & 1 12 GROUND 15 FIXTURE: 8201 BK o a z m m # # ( ) MONO POINT LED z SHADE: 8235BK LED10/DP30S/ 720 10 NOTE F AND G •� u � � � �� DOWNLIGHT LYTESPAN ( ) 500d EXHAUST FAN STARTER-EF-1 208 3 1691 HARDWIRED FIELD VERIFY 1/2"C. - 3 # 12 & 1 # 12 GROUND (15) K6E 827/20 LI o „ z-m STEM: 6074BK/6190BKUf UQNm , —W JX 500e EXHAUST FAN STARTER-EF-2 208 3 1691 HARDWIRED FIELD VERIFY 1/2"C. - 3 # 12 & 1 # 12 GROUND (15) (61923)GE RECESSED INCANDESCENT JUNO IC20/688W-WH LED10/DP3OS/ 120 10 500f EXHAUST HOOD EF-3 120 1 576 HARDWIRED FIELD VERIFY 1/2"C. - 2 # 12 & 1 # 12 GROUND (15) L ADJUSTABLE DOWNLIGHT 827/20 600 POS STATION 120 1 300 EACH NEMA 5-20R N/A 1/2"C. - 2 # 12 & 1 # 12 GROUND (5) SURFACE MOUNTED2 MOUNT HORIZONTALLY AT 4M FLUORESCENT FIXTURE BESA 2WZ-449807-SN FLE13120 32 601 PRINTER 120 1 100 EACH NEMA 5-20R N/A 1/2"C. - 2 # 12 & 1 # 12 GROUND (1),(5) WITH GLASS SHADE HT22827 +7'-0" A.F.F. 602 ORDER MONITOR 120 1 200 EACH NEMA 5-20R N/A 1/2"C. - 2 # 12 & 1 # 12 GROUND (1),(5) LED UNDERCABINET LI TON FIXTURE: LK136LED-8 O P3 LINKALED PUCK LIGHT LIGHTING DRIVER: LD522V024-40 LED 12V 2.5W 604 KITCHEN MONITOR 120 1 200 EACH NEMA 5-20R FIELD VERIFY 1/2"C. - 2 # 12 & 1 # 12 GROUND (1) SEE PLAN,(7) UL/ETL LISTED _ ®X LED THERMOPLASTIC EXIT EXITRONIX VEXUBPMINUTE BACKUP BATTERY WTH 90 LED 120 5 SIGN Revisions Q ISSUED FOR LANDLORD REVIEW UL/ETL LISTED LED 01-21-2015 ®XR THERMOPLASTIC EXIT SIGN WITH EXITRONIX VEXUBPWBWHR12 WITH 90 LED 120 5 ISSUED FOR PERMIT REMOTE HEAD CAPABILITY MINUTE BACKUP BATTERY 02-04-2015 THERMOPLASTIC WEDGE ELECTRICAL SYMBOLS LEGEND YR BASE ROUND HEAD EXITRONIX VR2-V111OEH (2 ) 5W 6 12 (NOTE F) Q REMOTE EMERGENCY LIGHT CONDUITS: DEVICES: 125W EMERGENCY HOME RUN TO PANEL. CIRCUIT NUMBERS, PHASE, NEUTRAL AND GROUND INVERTER ISOLITE IMI—I2—LC—VI-TB/ Q CONDUCTORS INDICATED. ALL CONDUCTORS TO BE #12 EXCEPT WHERE ❑T TIMECLOCK, +6'-2" OR AS NOTED Q NOTED. CONDUIT TO BE 1/2" OR AS NOTED ON PLANS AND SPECIFICATIONS. C1 LIGHTING CONTACTOR IN NEMA 1 ENCLOSURE MOUNTED NEXT TO TIMECLOCK CONDUIT INSTALLED CONCEALED ABOVE CEILING OR IN WALL © PHOTOCELL, MOUNTED ON ROOF, FACING NORTH CONDUIT INSTALLED CONCEALED BELOW FLOOR SLAB OR UNDERGROUND 4 DOOR BELL PUSHBUTTON, TOP +48" ED PROF o CONDUIT STUB UP OR DOWN AS MARKED A. ALL FLUORESCENT FIXTURES WITH DOUBLE-ENDED LAMPS AND BALLAST SHALL HAVE A DISCONNECTING MEANS EITHER INTERNAL OR EXTERNAL TO EACH SCEP Fss rt © CARBON MONOXIDE DETECTOR - (KIDDE # KN-COP-IC) 120V HARDWIRE LUMINAIRE AS REQUIRED BY OEC 410.130(G). ��,` �� "FF '0y GROUND CONNECTION WITH 9 VOLT BATTERY BACKUP. INTERCONNECT BETWEEN DEVICES AND a 14858 9 9� SWITCHES WIRE TO DUCT DETECTOR CIRCUIT. B. ALL FIXTURES SHALL BE PROVIDED WITH REDUCED WATTAGE UL LABELS INDICATING MAXIMUM WATTAGE AS SHOWN IN LIGHTING FIXTURE SCHEDULE. $ 20 AMP SINGLE POLE SWITCH, +3'-10" OR AS NOTED ®i DUCT SMOKE REMOTE TEST INDICATING STATION O ; OREGON c = / C. PROVIDE WITH SHATTER SHIELD LAMP FOR FOOD PREP AREA. • 9 9 9 () $ 20 AMP DOUBLE POLE SWITCH, +3'-10" OR AS NOTED ® DENOTES DUCT DETECTOR REFER TO SHEET E3.0 FOR LOCATION p D. EMERGENCY BALLAST SHALL BE UL924 LISTED, CAPABLE OF A MINIMUM 750 INITIAL LUMENS OUTPUT AND OPERATE FOR A MINIMUM OF 90 MINUTES. I of $ PILOT LIGHT SWITCH, 3'-10" OR AS NOTED ® DENOTES HANDLE TIE BREAKER WALL MOUNTED OCCUPANCY SENSOR, 3'-10" OR AS NOTED E. REFER TO ARCHITECTURAL REFLECTIVE CEILING PLAN A2.5 FOR MOUNTING REQUIREMENTS OF ALL LIGHT FIXTURES. COORDINATE EXACT HEIGHTS AND STEM SERVICE EQUIPMENT: LENGTH WITH GENERAL CONTRACTOR AND NOODLE'S REPRESENTATIVE. SIGNATURE RECEPTACLES: = PANELBOARD, TOP 6'-0" F. WIRE FIXTURE TO EMERGENCY INVERTER. REFER TO SHEET E1.0 FOR ADDITIONAL INFORMATION. 02/04/2015 12/31/2015 20 AMP DUPLEX RECEPTACLE, +18" OR AS NOTED JUNCTION BOXES, MOTORS, STARTERS, AND DISCONNECTS: DATE EXPIRATION DATE f$WP WEATHERPROOF GFI RECEPTACLE, +18" OR AS NOTED. MOUNT HORIZONTAL. G. DESIGN BASED ON 1OW LED FIXTURE. COORDINATE WITH NOODLES REPRESENTATIVE FOR COMPARABLE REPLACEMENT. I GFI GROUND FAULT DUPLEX RECEPTACLE, +18" OR AS NOTED JUNCTION BOX 20 AMP DOUBLE DUPLEX RECEPTACLE, t18" OR AS NOTED C=h DISCONNECT SWITCH H) SPECIAL RECEPTACLE, NEMA STYLE AS NOTED, +18" OR AS NOTED mill DISCONNECT SWITCH FURNISHED WITH EQUIPMENT 20 AMP SIMPLEX RECEPTACLE, +18 OR AS NOTED. MOTOR CONNECTION F� PROVIDE A JUNCTION BOX WITH SINGLE GANG PLASTER RING AND ABBREVIATIONS: STAINLESS STEEL COVER PLATE WITH SINGLE DATA JACK OUTLET FOR +3'-10" HEIGHT ABOVE FLOOR TO CENTER LINE OF OUTLET BOX DEVICES: POS MONITOR. AFF ABOVE FINISHED FLOOR j EC ELECTRICAL CONTRACTOR T H THERMOSTAT / TEMPERATURE SENSOR / HUMIDISTAT PROVIDED BY IG ISOLATED GROUND — ORANGE COLORED RECEPTACLE WITH ISOLATED GROUND MECHANICAL CONTRACTOR. EC SHALL PROVIDE WALL BOX AT +48" AFF CONDUCTOR BACK TO PANEL BOARD. PROVIDE WITH INDIVIDUAL HOT, NEUTRAL, Drawn By Checked By EQUIPMENT GROUND AND ISOLATED GROUND CONDUCTOR PER CIRCUIT. AND 1/2" CONDUIT WITH PULLSTRING TO ASSOCIATED EQUIPMENT.® SPJSL DD/SB LOW VOLTAGE TRANSFORMER i. ISOLATED GROUND CONDUCTOR SHALL BE GREEN WITH YELLOW TRACER. D Date DOOR BELL, SEE DETAIL ON SHEET E1.1 NF NON—FUSED Scale NL NIGHT LIGHT 01-06-2015 PVC POLYVINYL CHLORIDE CONDUIT Job No. UNO UNLESS NOTED OTHERWISE 14-2115 WP WEATHERPROOF P PILOT LIGHT Sheet No. E1.3 SF: 1.00 CC JN:H:\14008.33 FN:819 E1.3 KITCHEN AND LIGHTING SCHEDULE PANEL DATA SCHEDULE PANEL NAME: L1 DEMAND LOAD FLUSH ■ " LOCATION KITCHEN KEY: L: LIGHTING 0.00 KVA SURFACE ❑ SERVICE 120/208V..3PH..4W. CONNECTED LOAD DEMAND LOAD R: RECEPTACLES 0.00 KVA MAIN BREAKER PHASE A 45.96 KVA 39.47 KVA M: MOTORS 46.34 KVA MAIN LUGS ONLY 400A PHASE 8 4395 KVA 35.89 KVA P: PANELS 4270 KVA NEUTRAL BUS 400A PHASE C 47.43 KVA 38.59 KVA T: TRANSFORMERS 0.00 KVA GROUND BUS YES TOTAL 13733 KVA 113.95 KVA E: KITCHEN EQUIPMENT24.92 KVA SHORT CIRCUIT RATING BY LANDLORD RMS SYM AMPS 3872 AMPS 3163 AMPS S & X: SPARE & HEAT 0.00 KVA NOTES: PANEL (5 3/4"D X 20"W) AND BREAKERS FURNISHED AND INSTALLED BY LANDLORD PHOTOCELL\ " DENOTES LOCK-OUT CLIP: "+ DENOTES GFI BREAKER: '+* DENOTES VIA TIMECLOCK: "*** DENOTES VIA CONTACTOR P ROOF CIRCUIT USE CONNECTED LOAD CCT. CIRCUIT CIRCUIT CCT. CONNECTED LOAD CIRCUIT USE TENANT SPACE A B C NO. BREAKER BREAKER NO. A B C 2"G-4 # 1/O M: RTU-1 7,710 1 8OA-3P 20A-3P 2 1,140 M: MUA-1 (3HP) 2 1 # 6 GROUND M: 7,710 3 HACR HACR 4 1,140 M: M: 7,710 5 RATED RATED 6 1,140 M: 3 1/2��C.-4 # 600 KCMIL TIMECLOCK � & 1 # 3 GROUND 00 M: RTU-2 5,275 7 6OA-3P 15A-3P 8 1,128 M: EF-1 (1.5HP) & EF-2(1.5HP) -- ---------- -- ONTACTOR M: 5,275 9 HACR HACR 10 1,128 M: -- --- I -_-__ I _ M: 5,275 11 RATED RATED 12 1,128 M: 400A C/T CABINET F- ----� L 1�i W E: DISH RM 111-DISHWASHER (275) 7,445 13 70A-3P 15A-IP 14 576 M: EXHAUST FAN EF-3 (.25HP) AND METER - - I �- �ANE� [PANEL] �ANE� E: 7,445 15 LOCKABLE 20A-IP 16 0 5: SPARE � � � � I Ll I I L2 i i L3 E: 7,445 17 BREAKER 20A-1P 18 1 0 S: SPARE M r l I I I I S: SPARE 0 19 20A-1P 20A-1P 20 0 S: SPARE `�-� L__J L___1 __J O o co E: PREP 110-GRILL PRESS (221) **** 3,500 21 SOA-2P 20A-iP 22 0 S: SPARE L_-r Q E: 3,500 23 LOCKABLE 20A-1P 24 0 S: SPARE I _ Q O E: PREP 110 - INT-RETHERM (231A) 3,000 25 40A-3P 20A-1P 26 0 S: SPARE NEMA 3R � Z E: 3,000 27 20A-1P 28 0 S: SPARE 40OA-3P E: 3,000 29 20A-1P 30 0 S: SPARE T I 3 1/2"C.- DISCONNECT W S: SPARE 0 31 20A-1P 20A-1P 32 0 S: SPARE I 4 # 600 SWITCH FUSED AT a S: SPARE 0 33 20A-1P 20A-1P 34 0 S: SPARE T_ -_T 400A Q S: SPARE 0 35 20A-1P 20A-1P 36 0 S: SPARE P: PANEL L2- 11,936 37 150A-3P 150A-3P 38 7,749 P: PANEL L3_ P: 7,753 39 40 6,996 P: �---- --j �- -J 07 Q P: 9,784 41 42 8,446 P: SUB TOTAL 35,366 34,683 36,714 10,593 9,264 10,714 SUB TOTAL TO UTILITY I Z COMPANY-] 2"�ET4 # 3/0 LEGEND. 0 W PANEL DATA SCHEDULE PANEL NAME: L2_ DEMAND LOAD FLUSH ■ �U Z M J N LOCATION KITCHEN KEY: L: LIGHTING 0.00 KVA DENOTES❑ ELECTRICAL RISER DIAGRAM SERVICE 120/208V..3PH.,4W. CONNECTED LOAD DEMAND LOAD R: RECEPTACLES 7.47 KVA O 1 NOT TO SCALE DENOTES NEW WORK FURNISHED AND - N W J MAIN BREAKER PHASE A 11.94 KVA 9.28 KVA M: MOTORS 0.DO INSTALLED BY TENANT ELECTRICAL ti Z = KVA CONTRACTOR Q (3) 0 `Q MAIN LUGS ONLY 225A PHASE B 775 KVA 5.67 KVA P: PANELS 0.00 KVA ONE LINE NOTES: NEUTRAL BUS 225A PHASE C 9.78 KVA 6.81 KVA T: TRANSFORMERS 0.00 KVA ---- DENOTES WORK FURNISHED AND w > J GROUND BUS YES TOTAL 29.47 21.77 14.31 L1. PROVIDE GROUNDING PER NEC AND LOCAL CODES. V V KVA KVA E: KITCHEN EQUIPMENT KVA INSTALLED BY LANDLORD ELECTRICAL -� � � SHORT CIRCUIT RATING BY LANDLORD RMS SYM AMPS 81.8 AMPS 60.4 AMPS S & X: SPARE & SPACE 0.00 KVA CONTRACTOR (n NOTES: PANEL AND BREAKERS FURNISHED AND INSTALLED BY LANDLORD L2. LOCATE PANELS PER TENANT DESIGN DRAWINGS. (n FE " DENOTES LOCK-OUT CLIP: ** DENOTES GFI BREAKER: *** DENOTES VIA TIMECLOCK: **+* DENOTES VIA CONTACTOR O 09 O J CONNECTED LOAD CCT. CIRCUIT CIRCUIT CCT. CONNECTED LOAD L3. ELECTRICAL PANELS MAY BE PROCURED FROM VILLA r-- Q V ui CIRCUIT USE CIRCUIT USE LIGHTING. CONTACT JAY BECKER TEL 800 325-0963. 0 CD (� W Z A B C N0. BREAKER BREAKER N0. A B C � � J Q E: DINING 103 - ICE MACHINE(212A) 1,728 1 20A-1P** 20A-1P** 2 200 R: 112 - SOFTENER (495) Z V_ F-- LV CL E: DINING 103 - BEV. DISPEN (212) . 1,200 3 20A-lP** 20A-IP** 4 245 R: KITCHEN 112 - WH/RECIRC PUMP E: DINING 103 - TEA DISPEN. (213) 1,728 5 20A-1P** 20A-lP 6 0 S: SPARE R: STORAGE 112 - DESK REC. 1,080 7 20A-1P 20A-lP 8 0 S: SPARE R: STORAGE 112- SECURITY PNL* 200 9 20A-1P 20A-1P** 10 600 E: DOOR HEATERL. , o w•" R: STORAGE 112 - MUSIC SYSTEM • 500 11 20A-1P 20A-1P** 12 1,200 E: PREP 110 - [2]PASTA CK (220)•*** U o o a R: DINING 102,103 & 104 - RECEPT. 1,080 1320A-1P 20A-1P** 14 612 E: U/C REFRIG (196) C o •� R: PATIO REC 360 15 20A-1P 20A-1P** 16 1,300 1 E: COFFEE BREWER (368) w S: SPARE 0 17 20A-1P 20A-1P** 18 1 1,300 E: COFFEE BREWER (368) AyA,, ' '^ z S: SPARE 0 19 20A-1P 20A-1P 20 600 R: PLUS STATION POS / WIFI W G ^ S: SPARE 0 21 20A-1P 20A-1P** 22 1,080 E: PREP 110 - SAND REF (241) D az: W S: SPARE 0 23 20A-1P 20A-1P** 24 780 E: PREP 110 - TABLE (302) •"•• _ *- ,°� = LL Y a 0a R: KITCHEN 110 - MONITORS(604)(601) 800 25 20A-IP** 20A-1P 26 1,920 E: ORDER 109 - GRAB & GO (251) u .o <n m 0)R: KITCHEN 110 - MONITOR (604)**** 400 27 20A-1P** 15A-1P** 28 312 E: ICE MACHINE (218) HACR RATED Nava 3 0 0 R: ORDER 109 -POS (600)(601)(602) 600 29 20A-1P 20A-2P 30 1,516 E: WIC CONDENSER (2868) ' '° I R: ORDER 109 -POS (600)(601)(602) 600 1 31 20A-1P HACR 32 1,516 E Z R: ORDER 109 -POS (600)(601)(602 600 33 20A-1P 20A-2P 34 1,456 E: ICE MACHINE COND (218A) •� �.,�+'! R: DOOR BELL 200 35 20A-1P HACR 36 1,456 E: U o ^ O d a E: BOOSTER PUMP (214) 1,800 37 20A-1P*+ 20A-1P 38 0 S: SPARE ( ' ` v Z�j ro 00 S: SPARE 0 39 20A-1P 20A-1P 40 0 S: SPARE v a 0�.�x S: SPARE 0 41 1 20A-1P 20A-1P 42 504 E: 113 - WIC EVAP (286A) HACR mzWL� SUB TOTAL 7.088 1 1 4,848 4,993 1 6,756 SUB TOTAL PANEL DATA SCHEDULE PANEL NAME: L3_ DEMAND LOAD FLUSH ■ '� LOCATION KITCHEN KEY: L: LIGHTING 8.83 KVA SURFACE ❑ clic SERVICE 120/208V..3PH..4W. CONNECTED LOAD DEMAND LOAD R: RECEPTACLES 3.66 KVA MAIN BREAKER PHASE A 7.75 KVA 7.57 KVA M: MOTORS 0.00 KVA MAIN LUGS ONLY 225A PHASE B 7.00 KVA 5.90 KVA P: PANELS 0.00 KVA NEUTRAL BUS 225A PHASE C 8.45 KVA 7.46 KVA T: TRANSFORMERS 0.00 KVA GROUND BUS YES TOTAL 23.19 KVA 20.93 KVA E: KITCHEN EQUIPMENT7a8 KVA SHORT CIRCUIT RATING BY LANDLORD RMS SYM AMPS 64.4 AMPS 58.1 AMPS S & X: SPARE & SPACE 0.96 KVA NOTES: PANEL AND BREAKERS FURNISHED AND INSTALLED BY LANDLORD + DENOTES LOCK-OUT CLIP: ** DENOTES GFI BREAKER: **" DENOTES VIA TIMECLOCK: **** DENOTES VIA CONTACTOR Revisions CIRCUIT USE CONNECTED LOAD- CCT. CIRCUIT CIRCUIT CCT. CONNECTED LOAD CIRCUIT USE ISSUED FOR LANDLORD REVIEW A B C NO. BREAKER BREAKER NO, AP400 B C �01-21-2015 R: CONTACTORS 200 1 20A-1P 15A-1P 2 800 L: PREP- HOOD LIGHTS(500a) *•** ISSUED FOR PERMIT E: ORDER 109 - [4] WARMER (224) 1,248 3 20A-2P 15A-1P 4 R: PREP 110-HOOD CONTROL (500b) Z�s 02-04-2015 E: 1,248 5 20A-1P+*** 6 1822 L: KITCHEN LIGHTING 112 * Q E: FUTURE DRAW WARMER (223) 416 7 15A-2P 20A-lP**** 8 817 L: ORDER/PREP 109-110 * E: 416 9 20A-IP**** 10 L292 L: DINING 101/102* E: PREP 110 - SAND REF (243) 1,080 11 20A-1P** 20A-IP**** 12 1 320 L: DINING 101/102 Q E: PREP 110 - SAND REF (243) 1,080 13 20A-lP** 20A-1P 14 416 L: TOILET 106-107/ EF-4 E: PREP 110 - OVEN (222) **** 480 15 20A-lP** 20A-IP**** 16 1,200 L: CHANNEL LETTERS SIGNAGE Q S: SPARE 1 0 17 20A-IP 20A-iP**** 18 li 1,200 L: CHANNEL LETTERS SIGNAGE E: PREP 110 - U/C REFRIG. (244) **** 660 19 20A-IP** 20A-1P**** 20 1,200 L: WINDOW SIGNAGE E: PREP 110 - FOOD TABLE (231) 1,100 21 20A-2P 20A-1P**** 22 900 R: SHOW WINDOWS ELECTRICAL GENERAL NOTES E: 1,100 23 20A-1P 24 1 900 R: SHOW WINDOWS Q E: PREP 110 - U/C REFRIG. (244) ++++ 660 25 20A-1P** 20A-1P 26 0 S: SPARE A• ALLOWANCES ARE TO BE INCLUDED FOR UNFORESEEN CONDITIONS THAT H. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND DETAILS FOR 0. ABSOLUTELY NO FLEXIBLE CONDUIT IS PERMITTED IN DEMISING WALLS. E: DISH 111- CONV.(322)/UV LTG 960 27 20A-1P** 20A-1P 28 0 S: SPARE MAY EFFECT THE CONTRACTOR'S SCOPE OF WORK. MINOR DEVIATIONS THE EXACT LOCATION OF ALL LIGHTING FIXTURES AND ANY OTHER FLEXIBLE CONDUIT IS PERMITTED FOR SHORT, FINAL CONNECTIONS ONLY E: DISH 111- CONV.(322) 1,056 29 20A-lP** 20A-1P* 30 720 R: SMOKE DETECTORS/ CM REQUIRED FOR ACCOMPLISHING THE INTENT OF THIS DESIGN ARE TO BE EQUIPMENT INSTALLED IN THE CEILING SYSTEM. VERIFY EXACT (6'-0" OR LESS). S: SPARE 960 - 31 20A-1P 20A-iP 3z sao R: ROOF TOP RECEPT. INCLUDED IN THAT ALLOWANCE. MOUNTING HEIGHTS AND FINISHES WITH ARCHITECT PRIOR TO ROUGH-IN. ROpi S: SPARE 0 33 20A-1P 20A-1P 34 0 S: SPARE P. EXPOSED CONDUIT SHALL BE INSTALLED IN STRAIGHT LINES, PARALLEL OR etD PNp1919 I. CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRICAL WORK G I N F o S: SPARE 0 35 20A-IP 20A-1P 36 0 S: SPARE B. ELECTRICAL DESIGN HAS BEEN BASED ON THE INSTALLATION OF 75'C IN RIGHT ANGLES TO THE BUILDING STRUCTURE. DO NOT LOOP EXCESS ABOVE THE CEILING TO PROVIDE THE GREATEST POSSIBLE CLEARANCE *�. r S: SPARE 0 37 20A-1P 20A-1P 38 0 S: SPARE COPPER CONDUCTORS CONNECTED TO TERMINAL LUGS AND EQUIPMENT FOR INSTALLATION OF PLUMBING AND MECHANICAL INSTALLATION. FLEXIBLE CONDUIT IN CEILING SPACE OR WALL CAVITY. x t4,ese 9 r S: SPARE 0 39 20A-IP 20A-1P 40 0 I S: SPARE U.L. LISTED FOR A MINIMUM 75'C. CONDUCTORS TERMINATED ON CONDUIT RUNS TO BE RUN THROUGH TRUSSES WHERE POSSIBLE. S: SPARE 0 41 20A-1P 20A-1P 42 0 S: SPARE EQUIPMENT WITH A LOWER RATING (60-C) OR NO RATING SHOWN TO Q. CABLES TYPES AC AND NM CABLES ARE NOT ACCEPTABLE. WIRING REGON 3,976 4,20a 4,48a 3,773 2,792 3,962 HAVE CONDUCTOR SIZE INCREASED TO CONFORM TO OEC TABLE 310-16 J. ELECTRICAL CONTRACTOR TO VERIFY EXACT PLACEMENT OF ALL DEVICES METHODS UTILIZING ELECTRIC METALLIC TUBING EMT AND RIGID a g m 2 SUB TOTAL SUB TOTAL (EMT) AND U.L. N0. 489 REQUIREMENTS. SHOWN ON THE ELECTRICAL CONSTRUCTION DOCUMENTS WITH GALVANIZED CONDUIT ARE PERMffiED. ALL WIRING IN OPEN CEILING AND 9� e 9 Qyo ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS PRIOR TO FINAL WITHIN WALLS SHALL BE IN EMT. MC CABLE MAY BE UTILIZED IN s . zD �� C. SWITCHBOARDS, PANELBOARDS, DISCONNECT SWITCHES, AND CONTACTORS PLACEMENT. ACCESSIBLE CEILING SPACES WHERE PERMITTED BY LOCAL CODE. ARE TO BE "LISTED" AND "IDENTIFIED" AS RATED FOR A MINIMUM OF R. ALL EQUIPMENT DEVICES AND FIXTURES SHALL BE GROUNDED IN 75'C CONDUCTOR TERMINATION. K. BRANCH CIRCUITS SHOWN WITH TWO GROUND CONDUCTORS SHALL HAVE COMPLIANCE WITH DEC AND -UL REQUIREMENTS. ONE EQUIPMENT GROUND CONDUCTOR (GREEN) AND ONE ISOLATED SIGNATURE D. ALL CONDUIT INSTALLED INDOORS TO BE ELECTRICAL METALLIC TUBING GROUND CONDUCTOR (GREEN W/YELLOW STRIP) INSTALLED IN RACEWAY. S. ALL PANELS TO BE UL LABELED WITH BOLT ON TYPE CIRCUIT BREAKERS. 02/04/2015 12/31/2015 THHN/THWN, COPPER UNLESS NOTED OTHEERWISE. ALL POWEERR CODE MINIMUM SERVICE SIZE CALCULATION - 400A SERVICE (EMT), MINIMUM 1/2" AND CONDUCTORS A MINIMUM #12 T. ALL ELECTRICAL PANELS TO BE MOUNTED ON PLYWOOD BACKER BOARD. DATE EXPIRATION DATE S 120/208V., 3PH., 4W. CONDUITS SHALL HAVE 2 #12 CONDUCTORS AND 1 #12 GROUND L. THE WORD "PROVIDE" HEREIN SHALL MEAN TO FURNISH AND INSTALL. CONNECTED LOAD DEMAND LOAD CONDUCTORS IN 1/2" CONDUIT, UNLESS NOTED OTHERWISE. U• PANEL PHASE LOADS TO BE BALANCED WITHIN 10% M. CONTACTORS ARE TO BE "LISTED" AND "IDENTIFIED" AS RATED FOR A LIGHTING 3.3 KVA 0 125% 5.0 KVA E. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A PULL WIRE. MINIMUM OF 75'C CONDUCTOR TERMINATION. V. ELECTRICAL PANELS MAY NOT BE RECESSED IN DEMISING PARTITIONS. SURFACE MOUNT OR FUR OUT WALL TO ACHIEVE FLUSH FINISH. TRACK LIGHTING .1 KVA 24LF 0 75AF 1.8 KVA F. TELEPHONE CABLE TO BE FURNISHED AND INSTALLED BY OTHERS. ALL N. ALL PANELBOARDS, SWITCHBOARDS AND LINE VOLTAGE CONTROL CABLING TO BE PLENUM RATED. EQUIPMENT SHALL BE FIELD MARK TO WARN QUALIFIED PERSONS OF W COORDINATE ALL TRENCHING/CORING TO ENSURE THAT ANY UNDER SLAB POTENTIAL ELECTRIC ARC FLASH HAZARDS. MARKING SHALL BE LOCATED UTILITIES, ETC., ARE NOT DAMAGED DURING FLOOR CUT. ANY DAMAGE TO SIGNAGE 3.6 KVA 0 1.5 PER SIGN 4.5 KVA G. ELECTRICAL CONTRACTOR TO INCLUDE GROUND WIRE IN ALL RACEWAYS. SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE SIZE RACEWAYS AS NECESSARY TO COMPLY WITH DEC EXAMINATION, ADJUSTING, SERVICING OR MAINTENANCE OF EQUIPMENTBE REPAIRED AT OWNERS EXPENSE. PRIOR APPROVAL AND COORDINATION . SHOW WINDOW 1.3 KVA 24LF 0 20OW/LF 8.0 KVA MARKING SHALL BE SELF ADHESIVE, COMMERCIAL LABEL CONFORMING TO NTH PROPERTY MANAGEMENT IS REQUIRED FOR ALL CONCRETE CUTTING. 1ST 10KV0 100% 10.0 KVA OEC 100.16 AND A.N.S.i. Z535.4 AS MANUFACTURED BY IDEAL OR A RECEPTACLES 10.8 KVA REST A 1 APPROVED EQUAL. 4 KVA KITCHEN EQUIPMENT 59.4 KVA 0 65% 38.6 KVA Drawn By Checked By MECHANICAL 49.6 KW 0100% 49.6 KW SR/SL DD/SB LARGEST 0 25% 1.7 KW Scale Date 136.1 KVA TOTAL 119.6 KVA 01-06-2015 LOAD Job No. 332.49 A 14-2115 Sheet No. E2.0 SF: 1.00 CC JN:H:\14008.33 FN:819 E2.0 ELECTRICAL ONE LINE DIAGRAM AND PANEL SCHEDULES ELECTRICAL PLAN NOTES O PROVIDE (3) # 3, (1) # 8 GROUND IN 1 1/4" CONDUIT. 2 ROOF TOP UNIT RTU-2 R PROVIDE (3) # 4, (1) # 10 GROUND IN 1" CONDUIT. 2 2oav ELECTRICAL SPECIFICATIONS O C 360A 3W., O PROVIDE WEATHERPROOF, GFI DUPLEX CONVENIENCE RECEPTACLE FOR 48 MCA 60A MOCP - MECHANICAL EQUIPMENT. MOUNT ON NON-REMOVABLE PANEL AND NOT WIP F� " THE WORK INCLUDES PROVIDING NEW MATERIALS, FIXTURES, DEVICES ANDON UNIT NAMEPLATE. FIELD VERIFY EXISTING CONDITIONS. GFI 3 INSTALL CONDUIT CONTINUOUS BETWEEN BOXES AND CABINETS WITH NO ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING ELECTRICAL L3-32 L3-30 MORE THAN FOUR (4) 90 DEGREE BENDS. SECURELY FASTEN IN PLACE WITH SYSTEM. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES OR STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED. DO NOT SUPPORT O FUSED DISCONNECTS ARE PROVIDED WITH ROOF TOP UNITS. ORDINANCES AND SUBJECT TO INSPECTION. CONDUIT FROM SUSPENDED CEILING GRID OR SUSPENSION WIRES. REAM COMPLY WITH ALL STATE AND LOCAL LAWS APPLYING TO ELECTRICAL CONDUIT ENDS BEFORE INSTALLATION AND THOROUGHLY CLEAN BEFORE O CONNECT EXHAUST FANS EF-1, EF-2 AND THE MAKE-UP AIR FAN MAU-1 QL1-(7,9,11) Aim INSTALLATIONS IN EFFECT, NATIONAL ELECTRIC CODE, ADA, APPLICABLE INSTALLATION. OPENINGS SHALL BE PLUGGED OR COVERED TO KEEP VIA THE HOOD CONTROL PANEL MOUNTED ON THE COOK LINE HOOD (KITCHEN 10 SECTIONS OF OTHER NFPA, OSHA, LIFE SAFETY CODES AND CONDUIT CLEAN. TERMINALS ON SWITCHES AND OUTLET SHALL NOT BE USED EQUIPMENT #500). SEE SHEETS E1.3 AND H1.0 FOR ADDITIONAL 60A TO "FEED THRU" TO THE NEXT SWITCH OR OUTLET. L2-(34,36 9 7 -3p RECOMMENDATIONS, AND THE INTERIM AMENDMENTS IN EFFECT AT THE INFORMATION. CONNECT FANS PER MANUFACTURER'S REQUIREMENTS AND TIME OF THE PROPOSAL. ALL MATERIALS USED SHALL BE NEW AND ADJUSTING AND TESTING: ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED SHOP DRAWINGS. 12 AWG SHALL CONFORM TO THE STANDARDS ESTABLISHED BY THE UNDERWRITERS AND TESTED FOR PROPER OPERATION. COMPLETED WIRING SYSTEM SHALL BE ( - > LABORATORIES INCORPORATED. © FREE FROM SHORT CIRCUITS. NOT USED. 30A WARRANTY: PROVIDE LABOR AND MATERIALS TO REPAIR OR REPLACE DATA CABLE TO BE FURNISHED AND INSTALLED BY NOODLES & COMPANY . -2P DEFECTIVE PARTS AND MATERIALS AS REQUIRED FOR ONE YEAR AFTER O7 REFER TO KITCHEN EQUIPMENT SCHEDULE ON SHEET E1.1 FOR MORE r SUBSTANTIAL COMPLETION OR OWNER ACCEPTANCE OF THE COMPLETED ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SAW CUTTING EXISTING INFORMATION, DISCONNECT SWITCHES, AND REQUIREMENTS. - - PROJECT. PROVIDE A SEPARATE LINE ITEM DEDUCT AMOUNT ON THE RETE FLOOR SLAB FOR PLACEMENT OF FLOOR BOXES OR CONDUITS 00 PROPOSAL FORM TO DELETE WARRANTY SERVICE, AT THE OWNER'S OPTION. CONCRETE GENERAL CONTRACTOR TO PATCH FLOOR TO MATCH EXISTING. OS WALK-IN CONDENSING UNIT: PROVIDE 30A, 2-POLE, NEMA 3R 7 g g L2-(30,32) DISCONNECT SWITCH AND ALL FINAL ELECTRICAL CONNECTIONS INCLUDING (fit 12 AWG) THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF ALL NECESSARY INTERCONNECTIONS BETWEEN THE COMPRESSOR AND THE W REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION L L WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR ELECTRICAL WORK EVAPORATOR IN THE EQUIPMENT IN THE KITCHEN AS REQUIRED. REFER - - ARE DIAGRAMMATIC, SHOWING THE LOCATION, TYPE, DEVICES AND EQUIPMENT OF LIGHTING FIXTURES AND OTHER CEILING MOUNTED EQUIPMENT. TO THE MANUFACTURER'S SHOP DRAWINGS FOR EXACT INSTALLATION AND REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT FOR EQUIPMENT FURNISHED BY OWNER OR OTHER CONTRACTORS; INTERCONNECTION REQUIREMENTS. SEE SHEET E1.1 FOR THE LOCATION O O MEASUREMENTS. PROVIDE ALL FIXTURES, DEVICES, ACCESSORIES, OFFSETS, OF THE EQUIPMENT SERVED. FIELD DETERMINE EXACT LOCATION. AND MATERIALS NECESSARY TO FACILITATE THE SYSTEM'S FUNCTIONING AS ELECTRICAL CONTRACTOR TO VERIFY EXACT LOAD, TYPE OF CONNECTION AND 30A $6 `^ Q INDICATED BY THE DESIGN AND THE EQUIPMENT FURNISHED BY OTHERS. MOUNTING HEIGHT FOR EACH BOX OR EQUIPMENT ITEM TO BE INSTALLED. 9 COORDINATE EXACT LOCATION OF CONDENSING UNIT BEFORE BEGINNING -2P ALL HARDWIRED CONNECTIONS TO EQUIPMENT TO BE MADE WITH FLEXIBLE O WORK. Of LIQUID-TITE METAL CONDUIT WITH GREEN GROUND CONDUCTOR INSTALLED LJ I ELECTRICAL DESIGN FOR THIS INSTALLATION IS BASED ON INFORMATION ROOF TOP UNIT RTU-1 RTU INSIDE RACEWAY. GROUND CONDUCTOR TO BE BONDED AT BOTH ENDS. tp THIS CONTRACTOR SHALL FURNISH AND INSTALL NEW DUCT MOUNTED SMOKE 20aV., 3PH., 3W., }- TOFIELD PROVIDED E ENGINEER AT TIME OF DESIGN. ELECTRICAL CONTRACTOR IS 1of AREFIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ALLOWANCES CONTACTORS SHALL BE SQUARE 'D' (OR APPROVED EQUAL), CLASS 8903, DETECTORS IN EACH ROOF TOP UNIT. WIRE DUCT DETECTOR TO SHUTDOWN 70 MCA 80A MOCP Q Z ARE TO BE INCLUDED FOR UNFORESEEN EXISTING CONDITIONS THAT MAY TYPE 'S', 10,000 A.I.C. RATING OR AS SHOWN ON THE PLANS, UNIT UPON ACTIVATION. INSTALL IN ACCORDANCE WITH NFPA 72 AND 90A. Z D EFFECT THE CONTRACTOR'S SCOPE OF WORK. MINOR DEVIATIONS REQUIRED ELECTRICALLY HELD, DESIGNED FOR TWO-WIRE CONTROL CIRCUIT, FULLY PROVIDE A REMOTE TEST/INDICATING STATION WITH AUDIBLE/VISUAL FOR ACCOMPLISHING THE INTENT OF THIS DESIGN IS TO BE INCLUDED IN THIS � a ALLOWANCE. NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. RATED FOR ALL CLASSES OF INDUCTIVE AND NON-INDUCTIVE LOADS, AND ANNUNCIATION DEVICE FOR EACH DETECTOR. COORDINATE EXACT LOCATIONS OF RATED FOR CONTINUOUS CAPACITY AND POWER CIRCUIT VOLTAGE NOT LESS REMOTE TEST/INDICATION STATIONS WITH OWNER'S REPRESENTATIVE IN FIELD. ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES. ANY ITEM THAN INDICATED ON DRAWINGS. PROVIDE WITH NUMBER OF POLES INSTALL PER LOCAL REQUIREMENTS. Z LL DAMAGED BY THIS CONTRACTOR IS TO BE REPAIRED IMMEDIATELY AND AT NO INDICATED OR SPECIFIED. CONTACTORS SHALL BE FURNISHED WITH NEMA 1, O O O COST TO THE OWNER. SURFACE MOUNTED ENCLOSURES UNLESS CALLED FOR OTHERWISE ON r , O LAMINATED PLASTICDRAWINGS. EACH ONAMEPLATE WITH BLACK BACKGROUND AND NTACTOR SHALL BE PROVIDED WITH V1/4" WHITE WP U Z M ROOF PENETRATIONS SHALL COMPLY WITH "SMACNA" AND "NRCA" LETTERS TO DESIGNATE USE OF -CONTRACTOR. 3 GFI �x N IIx STANDARDS, AND WITH THE REQUIREMENTS OF THE EXISTING ROOFING W � 04 J WARRANTY, IF APPLICABLE. DO NOT PERFORM ROOFING PENETRATIONS IN A MECHANICAL EQUIPMENT NOTES L3-32 MANNER WHICH WOULD VOID OR OTHERWISE LIMIT THE EXISTING ROOFING MINIMUM WIRE SIZE - 20 AMP BRANCH CIRCUIT SHALL BE AWG LISTED SIZE L3-30 UJ Q O < WARRANTY. PER DISTANCE SHOWN BELOW. DISTANCE SHALL BE MEASURED FROM THE REFER TO MECHANICAL DRAWINGS FOR EXACT SIZE, LOCATION, & ELECTRICAL PANELBOARD CIRCUIT BREAKER TO THE FURTHEST OUTLET. REQUIREMENTS FOR ALL MOTORS AND MECHANICAL EQUIPMENT. COORDINATE WITH 4 # 12 TO w 3: V ELECTRICAL DESIGN HAS BEEN BASED ON THE INSTALLATION OF 75'C MECHANICAL CONTRACTOR AND PROVIDE ELECTRICAL CONNECTIONS AS REQUIRED 1Q L1-(8,10,12) VIA > Q It CONDUCTORS CONNECTED TO TERMINAL LUGS AND EQUIPMENT, U.L. LISTED #12 LESS THAN 100 FEET FOR A COMPLETE AND OPERABLE SYSTEM. HOOD CONTROL FOR A MINIMUM 75'C, CONDUCTORS TERMINATED ON EQUIPMENT OR DEVICES #10 BETWEEN 100-150 FEET I WIP 100A PANEL (A O CONDUCTOR SIZE INCREASED TO CONFORM TO DEC TABLE 310-16 AND U.L. #6 OVER 250 FEET 3P 30A 7 Q W NO. 489 REQUIREMENTS. 3P O CI (� j ON ALL 20 AMP BRANCH CIRCUITS, CONDUCTORS LARGER THAN #10 AWG L1-(1,3,5)Oi Cc, Z O W WITH A LOWER RATING (60-C) OR NO RATING SHOWN, SHALL HAVE THE #8 BETWEEN 150 — 250 FEET O 00 U DISCONNECT SWITCHES SHALL BE HEAVY-DUTY, QUICK-MAKE, QUICK-BREAK SHALL BE REDUCED TO #10 AWG WITHIN 10 FEET OF PANEL BOARD AND 4 # 12 TO WP EXHAUST FAN EF-1 EF TYPE, NEMA 1 ENCLOSURE FOR INDOOR LOCATIONS (NEMA 3R FOR DEVICE IN JUNCTION BOXES ON RATED TERMINAL STRIPS. b 5 OUTDOOR LOCATIONS). SWITCHES SHALL BE AS MANUFACTURED BY SQUARE L3-32 L1-(8,10,12) VIA , 1.SHP.,208V.,3PH. 1 'D', GENERAL ELECTRIC, OR SIEMEN'S (I.T.E.). PROVIDE FUSES AS ALL WIRING SHALL BE IN E.M.T. CONDUIT, UNLESS SPECIFICALLY NOTED HOOD CONTROL MANUFACTURED BY SUSSMAN, GOULD-SHAWMUT, OR LITTLE-FUSE. ALL OTHERWISE (IE. LOW VOLTAGE PLENUM RATED WIRE). PANEL CONDUCTOR TERMINALS TO BE U.L. LISTED FOR A MINIMUM OF 75'C. 3 U <o d SWITCHES USED AS SERVICE ENTRANCE EQUIPMENT TO BE U.L. LISTED AS ALL EQUIPMENT REQUIRING A NEUTRAL CONDUCTOR SHALL HAVE A �ypO 7 "SER" RATED EQUIPMENT. DEDICATED FULL SIZE NEUTRAL. L3-32 GFI Wp 4 # 12 TO 30 Li-(2.4,6) VIA -3P N y N z PANELBOARDS SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL THE USE OF ROMEX, BX, AC, ETC. IS NOT PERMITTED. HOOD CONTROL , o ^ L3-30 to 30A =e ELECTRIC, SEIMENS OR EATON CORP. MEETING U.L. STANDARDS 50 AND 67, _3P PANEL ✓ _ w WITH U.L. LABEL. PANELS USED AS SERVICE ENTRANCE EQUIPMENT TO BE WIRE CONNECTORS SHALL BE EQUAL TO "SCOTCH LOCK" FOR #8 AWG WIRE �' C 000 - Y t a U.L. LISTED AS "SER" RATED EQUIPMENT. IT IS THE ELECTRICAL AND SMALLER AND EQUAL TO T & B "LOCKTIGHT" FOR #6 AWG ANDa U CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE PANELSOARDS LARGER. N a v a 3 C,0 0 SELECTED WILL FIT IN THE ALLOTTED SPACE GIVEN. MAKEUP AIR UNIT MUA-1 MALI E -' EXHAUST FAN EF-2 EF 20A ALL WIRING TO BE COLOR-CODED AS FOLLOWS: 3HP.,208.,3PH. 1 2 5 -1 P Q.t °a z BREAKERS: THERMAL MAGNETIC TYPE, QUICK-MAKE, QUICK-BREAK, BOLT-IN 1.5HP.,208V.,3PH. -N TYPE OF SINGLE UNIT CONSTRUCTION. TWO POLE BREAKERS SHALL BE 120f 208V 277/480V L' V o 6 0 a SINGLE UNIT COMMON TRIP TYPE. BREAKERS USED AS SWITCHES FOR 120V �.; Z( ro s LIGHTING CIRCUITS SHALL BE APPROVED FOR THAT USE AND MARKED PHASE A OR L1: BLACK BROWN U Q N o 3 ujJ X "SWD". ALL BREAKERS FOR HVAC AND REFRIGERATION EQUIPMENT SHALL PHASE B OR L2: RED ORANGE ao z is BE "HACR" RATED BREAKERS. PHASE C OR L3: BLUE YELLOW NEUTRAL: WHITE GRAY GROUNDING SYSTEM: PERMANENTLY AND EFFECTIVELY GROUND ALL METALLIC GROUND: GREEN GREEN CONDUIT, SUPPORTS, CABINETS, PANELBOARDS AND SYSTEM NEUTRAL CONDUCTORS. MAINTAIN CONTINUITY OF EQUIPMENT GROUND THROUGHOUT ENGRAVED PLASTIC—LAMINATE SIGNS: THE SYSTEM. GROUND CLAMPS SHALL BE APPROVED TYPE, SPECIFICALLY DESIGNED FOR GROUNDING. WHERE GROUNDING CONDUCTOR IS ENCLOSED IN GENERAL: PROVIDE ENGRAVING STOCK MELAMINE PLASTIC LAMINATE, CONDUIT, GROUND CLAMP SHALL BE OF A TYPE WHICH GROUNDS BOTH COMPLYING WITH FED. SPEC. L—P-387, BLACK LETTERING IN WHITE FIELD, CONDUCTOR AND CONDUIT. ALL CIRCUITS IN FLEXIBLE METAL OR PLASTIC ENGRAVER'S STANDARD LETTER STYLE, 1/2" HIGH LETTERING ON 1-1/2" CONDUIT SHALL INCLUDE A GROUND WIRE SIZED IN ACCORDANCE WITH HIGH SIGN (SINGLE LINE) AN0...2" HIGH SIGN (TWO LINES). SECONDARY NATIONAL ELECTRICAL CODE. LETTERING, WHEN REQUIRED, SHALL BE 2/3 TO 3/4 OF PRINCIPAL _TT CONDUIT SHALL BE SIZED TO COMPLY WITH OEC FOR NUMBER AND SIZE OF LETTERING SIZE. SIGNS SHALL'BE PUNCHED FOR MECHANICAL FASTENING, CONDUCTORS INSTALLED. PROVIDE SCHEDULE 40 PVC PLASTIC OR RIGID EXCEPT WHERE ADHESIVE MOUNTING IS REQUIRED. Revisions STEEL CONDUIT BELOW GRADE, MINIMUM 3/4" IN SIZE AND MINIMUM 24" IN TERMINOLOGY: TERMINOLOGY SHALL EXACTLY MATCH CONTRACT DOCUMENTS. ISSUED FOR LANDLORD REVIEW DEPTH. PROVIDE ELECTRICAL METALIC TUBING (EMT) MEETING FS W—0563, 01-21-2015 FLEXIBLE METAL CONDUIT (IN LENGTHS 6' OR LESS) FOR INTERIOR THICKNESS: 1/16" FOR UNITS,UPTO 20 SQUARE INCHES OR 8" LENGTH; ISSUED FOR PERMIT LOCATIONS. EMT CONNECTORS AND COUPLING SHALL BE SET—SCREW TYPE. 1/8" FOR LARGER UNITS. CLAMP CONDUIT TO BOXES WITH BUSHING INSIDE AND LOCKNUT OUTSIDE. 02-04-2015 DVED FOR THIS INSTALLATION. ALL FASTENERS: SELF—TAPPING STAINLESS STEEL SCREWS. O 1 ROOF PLAN 0 I ) WITHIN WALLS SHALL BE EMT. MC )NCEALED ACCESSIBLE CEILING ADHESIVES: PLASTIC LAMINATE LABEL MANUFACTURER'S STANDARD PRESSURE NORTH Q CODE AUTHORITY. SENSITIVE ADHESIVE BACKING. 1/4" = V-0" ALL CONDUIT AND RACEWAY SYSTEMS TO BE INSTALLED WITH SEPARATE TRUE GROUND CONDUCTOR. CONDUIT SYSTEM IS NOT TO BE USED AS THE SOLE GROUNDING MEANS. Q CONDUCTORS: INSULATED SOFT ANNEALED 98% PURE COPPER WITH MEP GENERAL NOTES GENERAL ELECTRICAL REQUIREMENTS 0 COLOR CODING, MINIMUM #12 UNLESS OTHERWISE INDICATED. ALUMINUM CONDUCTOR WILL NOT BE ALLOWED FOR INTERIOR WORK. A. ALL ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED ACCORDING TO 1. GENERAL CONTRACTOR SHALL COORDINATE UTILITY WORK, ELECTRICAL, ALL INSULATION TO BE THHN/THWN AND RATED FOR 60OV. MANUFACTURER'S INSTALLATION INSTRUCTIONS, SHOP DRAWINGS AND PHONES WITH NOODLES & COMPANY'S COORDINATOR. UPON AWARD APPROPRIATE DETAILS. OF CONTRACT GENERAL CONTRACTOR WILL COMPLETE AND FORWARD DEVICES SHALL BE MANUFACTURED BY LEVITON "INDUSTRIAL SPECIFICATION ALL UTILITY INFORMATION FOR TRANSFER OF SERVICE FROM SPED PROFESS GRADE" OR EQUAL. ALL DEVICES AND COVER PLATES SHALL BE WHITE IN B. WIRE AND CONDUIT SIZES ARE MINIMUM. THE CONTRACTOR SHALL UP-SIZE S F9 r G I Ng /0 COLOR, OR AS NOTED OTHERWISE. STANDARD DUPLEX RECEPTACLES SHALL WIRING AS REQUIRED TO SATISFY A 3% MAXIMUM VOLTAGE DROP. LANDLORD'S NAME TO INTO NOODLES & COMPANY'S NAME. e� 14,ese � BE GROUNDING TYPE, 20A, NEMA WD-2 STANDARD 5-20R, SIDE WIRED, 2. UNLESS NOODLES & COMPANY CONSTRUCTION MANAGER DIRECTS LEVITON #5342. LIGHT SWITCHES SHALL BE 20 AMP, 120 VOLT, LEVITON C. CONTRACTOR SHALL CAREFULLY REVIEW CONTRACT DOCUMENTS INCLUDING THE OTHERWISE IN WRITING PRIOR TO BID GENERAL CONTRACTOR IS TO #1221-2. WHERE SWITCHES ARE GROUPED, PROVIDE GANG PLATES. DRAWING AND PROJECT MANUAL. INFORMATION REGARDING WORK OF THE PROVIDE ALL ELECTRICAL PANELS AND ALL ELECTRICAL BREAKERS a ; O GON O= VARIOUS TRADES AND SUBCONTRACTORS ARE DISPERSED THROUGH OUT THE REQUIRED FOR NOODLES & COMPANY PROJECT. ALL ELECTRICAL 9�'y 9 5 DOCUMENTS AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE I i P SPECIAL PLATES: PROVIDE STAINLESS STEEL PLATES AT ALL RECEPTACLES, PANELS ARE TO BE FLUSH MOUNTED. s 2 0 JUNCTION BOXES, AND LIGHT SWITCHES INSTALLED IN THE KITCHEN, WORK TO THE FULL SET OF DOCUMENTS. p I AREA & STORAGE ROOMS WHERE STAINLESS STEEL IS THE WALL FINISH. 3• GENERAL CONTRACTOR SHALL PROFESSIONALLY LABEL ALL ALL OTHER DEVICE PLATES SHALL BE WHITE. D. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL UTILITIES ABOVE THE ELECTRICAL PANELS, BREAKERS, ELECTRICAL SWITCHES; OUTLETS, CEILING TO PROVIDE THE GREATEST POSSIBLE CLEARANCE FOR INSTALLATION TELEPHONE, ETC. AS DIRECTED BY THE NOODLES & COMPANY SIGMA E LIGHT FIXTURES & LAMPS ARE FURNISHED BY NOODLES & COMPANY EXCEPT AS NOTED AND FUTURE CHANGES IN MECHANICAL EQUIPMENT. CONDUIT AND PIPE TO BE CONSTRUCTION MANAGER. ON THE LIGHT FIXTURE SCHEDULE. FIXTURE INSTALLATION SHALL BE BY THE RUN UP IN JOISTS SPACE. COORDINATE SERVICE AND ACCESS POINTS ABOVE 02/04/2015 12/31/2015 ELECTRICAL CONTRACTOR ACCORDING TO LOCAL CODE AUTHORITY. THE CEILING TO MINIMIZE REQUIRED ACCESS. 4. GENERAL CONTRACTOR WILL PROVIDE ALL ROOF PENETRATIONS, ALL DATE EXPIRATION DATE ELECTRICAL CONTRACTOR SHALL REVIEW MATERIALS AT THE TIME OF E. ALL ELECTRICAL EQUIPMENT MOUNTED ON ROOF ELECTRICAL, FOR WALK IN COOLER, ICE MACHINE AND ALL RELATED DELIVERY AND IMMEDIATELY REPORT ANY DAMAGE OR MISSING PIECES. (RECEPTACLES, DISCONNECT REFRIGERATION. SWITCHES, ETC.) SHALL BE WEATHER-PROOF AND/OR UL/NEMA 3R. EMERGENCY LIGHTING SHALL HAVE A MINIMUM OF 90 MIN. BATTERY 5. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL KNOX BOX IF BACK-UP, OR AS REQUIRED BY LOCAL CODE AUTHORITY. F. REFER TO HVAC DRAWINGS FOR ADDITIONAL ELECTRICAL REQUIREMENTS. REQUIRED BY THE FIRE DEPT. GENERAL CONTRACTOR IS TO VERIFY PROVIDE ALL CONTROL CONDUIT AND WIRING AS REQUIRED FOR INTERLOCKING AND POST ON NOODLES & CO PROJECT MANAGEMENT WEBSITE. LAYOUT BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS FOR FANS, MOTORS, ETC. AS INDICATED ON THE HVAC DRAWINGS. VERIFICATION OF THE FIRE DEPARTMENT'S REQUIREMENTS IN THIS MAXIMUM ECONOMY AND EFFICIENCY. INCREASE WIRE SIZE IF VOLTAGE DROP MATTER NO LATER THAN 14 DAYS FOLLOWING START OF EXCEEDS 3% OR 100 FEET OF LENGTH. G. ALL ELECTRICAL EQUIPMENT ON ROOFTOP EQUIPMENT SHALL BE MOUNTED ON CONSTRUCTION. NO PAY REQUEST WILL BE CONSIDERED UNTIL AND A NON-REMOVABLE PANEL OF THAT EQUIPMENT. THIS LOCATION SHALL BE UNLESS ALL UPDATES ARE UP TO DATE AND POSTED. COORDINATED WITH THE MECHANICAL OR PLUMBING CONTRACTOR PRIOR TO ROUGH-IN. 6. GENERAL CONTRACTOR SHALL CERTIFY THAT ALL ELECTRICAL IS MECHANICALLY ATTACHED TO BUILDING STRUCTURE. H. ALL WIRE FOR ROOF MOUNTED EQUIPMENT SHALL BE PROVIDED WITH 90' THHN/THWN INSULATION. 7• GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL INCLUDE IN THEIR PRICE A ONE YEAR WARRANTY FOR ALL COMPONENTS OF Drawn By Checked By I. ROOFTOP UNITS SHALL BE PROVIDED WITH FACTORY MOUNTED DISCONNECT THE NOODLES & COMPANY CONSTRUCTION PROJECT. ALL PARTS SWITCHES. SERVICE OUTLETS PROVIDED BY ELECTRICAL CONTRACTOR. AND ALL LABOR ARE COVERED FOR ALL REPAIRS ALL INCLUSIVE SR/SL DD/SB FOR 1 YEAR FROM NOODLES & COMPANY OPENING DATE. Scale Date J. SUB CONTRACT LANDLORD APPROVED ROOFING CONTRACTOR FOR ALL ROOFING 01-06-2015 WORK TO MAINTAIN ROOFING WARRANTY. 8. GENERAL CONTRACTOR SHALL INSTALL ONE 4X4 J-BOX WITH TWO 1" CONDUIT STUBBED FROM BOX TO ABOVE THE CEILING BEHIND Job No. H. FEEDERS SHALL BE INCREASED PER NEC AS REQUIRED IF EXPOSED TO THE POS CABINET NEXT TO THE DESK FOR DATA LINES. 1 d T-2115 SUNLIGHT AND RUN ON ROOF. SIZES SHOWN ASSUME ACCESS THROUGH PITCH POCKET INSIDE UNITS OR IMMEDIATELY ADJACENT. 9• GENERAL CONTRACTOR WILL PROVIDE ALL LABOR AND MATERIALS FOR FINAL ELECTRICAL CONNECTION FOR NOODLES & COMPANY SIGNAGE. ALL ROOF PENETRATIONS AND RE—ROOF WORK, IF Sheet No. REQUIRED, FOR SIGNAGE IS TO BE PROVIDED BY GENERAL C�■O CONTRACTOR. G SF: 1.00 CC JN:H:\14008.33 FN:919 E3.0 ELECTRICAL ROOF PLAN AND SPECIFICATIONS