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8400 207th Pl Ne_BLD5683_2025
Permit Packet Coversheet Community and Economic Development City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403-3551 Page 1 of 1 Permit Number: Permit Type: Address/Parcel: Completed (Month/Year): Land Use Notice of Decision Staff Report Application Narrative Legal Description Vicinity Map Site Plan Landscape Plan Complete Streets Checklist Traffic Impact Analysis Snohomish County Traffic Mitigation Offer WSDOT Traffic Offer Form Tree Survey Stormwater Drainage Report Geotech Report Critical Area Evaluation Form SEPA Checklist Public Notice Material Noticing and Related Documents Water / Sewer Availability Certificate Unanticipated Discovery Plan Form Aerial Photo of Site Proposed Building Materials Lighting Plans and Lighting Cut Sheets Color Elevations Design Matrix Plat Map Title Report Lot Closures Preliminary Civil Plans Archaeological Survey o Confidential Documents. Contact the City to obtain. Topography (Existing Conditions) CC&R’s Deeds / Easements / Conveyances /Dedications Developer’s Agreement Recorded Copies Bonding or Assignment of Funds o Confidential Documents. Contact the City to obtain. Letters and Project Documents Other: Civil Issued Permit Application Other Applications Construction Calculation Worksheet Approved Plans Review Comment Form Letters and Project Documents Other Agency Permits Reports: o Drainage Report Pg: o Stormwater Pg: o Geotech Pg: o All Other Reports SEPA and Noticing Materials Inspections As-Builts Other: Building Issued Permit Application Additional Applications Approved Plans Site Plan Letters and Project Documents Calculations Project Specification Manuals Reports Certificate of Occupancy Inspections Other: BLD5683 Commercial Alteration 8400 207th Pl Ne January 2025 ✔ ✔ ✔ ✔ ✔Permit extension request COMMERCIAL BUILDING PERMIT APPLICATION Community and Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 The following information is required for Commercial, Multi-Family, and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. See ASSISTANCE BULLETIN #30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING; Incomplete applications will not be accepted. 1.Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance.2.The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or360-416-3000. A.DEFERRED SUBMITTALSIf the project requires any of the following, a Deferred Submittal Request MUST be completed. Deferred submittals requireseparate applications, plans and plan review.1.Mechanical Plans (if not included in the plan set)2.Plumbing Plans (if not included in the plan set)3.Fire Sprinkler4.Fire Alarm5.Signage B.SPECIAL INSPECTION AND TESTING AGREEMENTA Special Inspection Firm is required to perform special inspections for the following type of work.*The Special Inspection and Testing Agreement MUST be submitted with the Building Application. I acknowledge that all items designated as submittal requirements must accompany my Commercial Building Permit Application to be considered a complete submittal. REQUIRED DOCUMENTS City of Arlington Commercial Tenant Improvement Permit Application Site Plan Architectural Plans Structural Plans Structural Calculations Mechanical System Modifications, (if applicable) Plumbing System Modifications, (if applicable) Project Specification Manuals, (if applicable) WSEC Compliance Forms, (if applicable) https://waenergycodes.com/ Special Inspection and Testing Agreement Deferred Submittal Request Airport Property Lease (if building is located within the Arlington Airport Property Boundary) COMMERCIAL BUILDING REV03.2022 Page 2 of 6 INSTALLATION, MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECK ALL THAT APPLYAutomatic fire extinguishing systems Compressed gas systems Fire pumps Flammable and combustible liquids (tanks, piping etc.) Standpipe systems Hazardous materials Private fire hydrants Industrial ovens/furnace Fire alarm and detection systems Spraying or dipping operations High piled/rack storage Temporary membrane structure, tents (>200 sq. ft.) or canopies (>400 sq. ft.) Provide details on any of the above checked items: _________________________________________________________________________ Type of Permit: Commercial Multi-Family Mixed-Use Property Address: Project Valuation: Lot #: Parcel ID No.: Subdivision: Project Scope of Work: IBC Construction Type: IBC Occupancy Type: Building/Space Square Footage: Number of Stories: Square Footage Per Floor: 1st 2nd 3rd 4th 5th 6th Primary Contact: Owner Architect Engineer Contractor Owner Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Architect Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Primary Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: COMMERCIAL BUILDING REV03.2022 Page 3 of 6 MECHANICAL SYSTEM INFORMATION •New gas piping requires a pressure test hooking to any appliance •Sediment traps (drips) are required on all gas lines •Gas lines are required to be supported/secured per IFGS, Section 415 •Proper Combustion air and venting required for all appliances •A shut-off valve is required within 6 feet of each appliance MECHANICAL PERMIT FEES (per unit) Additional Plan Review fees x $ 75.00 = $ Air Cond. Unit ≤100Btu/h x $ 15.00 = $ Air Cond. Unit >100Btu/h x $ 25.00 = $ Air Cond. Unit >500Btu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler <100Btu/h >3hp x $ 15.00 = $ Boiler >1 million Btu/h<50hp x $ 25.00 = $ Boiler >1.5 million Btu/h<50hp x $ 50.00 = $ Boiler >100Btu/h 3-15hp x $ 15.00 = $ Boiler >500Btu/h 15-30hp x $ 25.00 = $ Commercial Hoods -Type I x $ 25.00 = $ Commercial Hoods -Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork (drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust/Ventilation Fans x $ 15.00 = $ Fireplace/Insert/Stove x $ 15.00 = $ Forced Air Heat ≤100 Btu/h x $ 15.00 = $ Forced Air Heat >100 Btu/h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired AC ≤100 Btu/h x $ 15.00 = $ Gas Fired AC >100 Btu/h x $ 25.00 = $ Type of Permit: New Installation Gas Piping Mechanical Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: Gas Piping Specification and complete Schematic PAGE 4 Not ApplicableProposed Piping Material: CSST Brass Black Steel Galvanized Steel Other Proposed Piping Size: ½” ⅝” ¾” 1” 1½” 2”Inlet Pressure: Pressure Drop: Specific Gravity: COMMERCIAL BUILDING REV03.2022 Page 4 of 6 MECHANICAL PERMIT FEES (per unit) Gas Fired AC > 500 Btu/h x $ 50.00 = $ Gas Piping ≤ 5 units x $ 15.00 = $ Gas Piping > 5 units (plus <5 units) x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance - regulated by mechanical code, not otherwise specified x $ 15.00 = $ Pkg. Units ≤100btu x $ 25.00 =$ Pkg. Units >100btu x $ 50.00 =$ Range/Cook top-Gas Fired x $ 15.00 =$ Refrigeration Unit ≤100Btu/h x $ 15.00 =$ Refrigeration Unit >100Btu/h x $ 25.00 =$ Refrigeration Unit >500Btu/h x $ 50.00 =$ Re-inspection fee (all) x $ 75.00 =$ Unit Heaters ≤ 100 Btu/h x $ 15.00 =$ Unit Heaters >100 Btu/h x $ 25.00 =$ VAV Boxes (Variable Air Volume, part of air conditioning system) x $ 10.00 = $ Wall Heaters - Gas Fired x $ 25.00 =$ Water Heater - Gas Fired x $ 25.00 =$ Permit Fee $ Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $ PRESSURE PIPING SCHEMATICCOMPLETE FOR GAS PIPING ONLY – USE A SEPARATE SHEET, IF NECESSARY SCHEMATIC IS TO SCALE SCHEMATIC NOT TO SCALEShow Pipe Size(s) and Length(s) from meter to all appliances NOTE: Any interior pressure regulators must be indicated COMMERCIAL BUILDING REV03.2022 Page 5 of 6 PLUMBING SYSTEM INFORMATION The following items need to be specified on the plans: Fixture specifications and equipment with locations. Location and type of all backflow assemblies for each fixture. Calculations for Grease Interceptor. Pipe size and location of sanitary and potable water systems. Riser diagram of waste, vent, and rain water systems, including sizes. Medical gas piping riser diagram, type of gas, storage room and size of piping. PLUMBING PERMIT FEES (per fixture) Commercial plumbing permits are required to submit line drawings. A plan review fee of 65% per Table 4-6 for plumbing permits will be assessed at time of submittal. Includes two (2) inspections with permit. Type of Fixture No. of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $ 75.00 = Alteration/repair piping x $ 15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee $ 25.00 $25.00 Bath/Shower Combo x $ 15.00 = Building Main Waste x $ 25.00 = Clothes Washer x $ 15.00 = Dishwasher x $ 15.00 = Drinking Fountain x $ 15.00 = Floor Drains x $ 15.00 = Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker/Refrigerator x $ 15.00 = Irrigation – per meter x $ 25.00 = Kitchen Sink & Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Med Gas Piping ≤ 5 inlets/outlets x $ 60.00 = Med Gas Piping > 5 inlets/outlets (plus ≤ 5 inlets/outlets) x $ 5.00 = Miscellaneous – regulated by plumbing code, not otherwise specified x $ 15.00 = Pretreatment Interceptor x $ 15.00 = Plumbing Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: COMMERCIAL BUILDING REV03.2022 Page 6 of 6 PLUMBING PERMIT FEES (per fixture) Re-inspection Fee (all) x $ 75.00 = Roof Drains x $ 15.00 = Shower (only) x $ 15.00 = Sink (bar, service, etc.) x $ 15.00 = Toilets x $ 15.00 = Urinal x $ 15.00 = Vacuum Breakers x $ 25.00 = Water Heater x $ 25.00 = Water Heater - Tankless x $ 25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total New Retail Automotive Based Industrial Office Restaurant Medical Machine Shop Other: ____________________________________ CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. Ice Machine Dialysis Equip.Air washers Coffee Urn/Espresso Hydrotherapy Equip.Steam Generators Carbonated Bev.Dental Equip.Dye Vats Fume Hoods Laboratory Equip.Pressure Washers Degreasers Autoclave/Sterilizers Cooling Towers Hot Tub/Spa Decorative Fountain Fire Sprinkler Aquarium Swimming Pools Sprinkler w/chemicals Lawn Irrigation Well on property Other: ________________________ WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor? Yes No Don’t KnowDoes the plumbing system currently have an oil/water separator? Yes No Don’t KnowIs water used in the business process (washing, rinsing, cooling)? Yes No Don’t KnowDoes your business require a NPDES permit? Yes No Don’t Know I hereby certify that I am the Owner, Applicant, Contractor, and authorized to sign this application and that the above information is correct and construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington, and the City of Arlington. A final inspection and approval shall be obtained when complete. Signature Print Name Date TOILET ROOM/STALL HDCP WATER CLOSET 18"x30" MIRROR HDCP LAVATORY & ACCESSORIES CORNER GUARD TERMINATION @ CORNER DISPOSAL SANITARY NAPKIN PAPER TOWEL DISPENSER & WASTE HAND DRYER ME N WO M E N HA N D I C A P 5' - 0 " 3' - 2 " 3' - 1 0 " 3' - 8 " 3' - 2 " 6" PIPE WRAP AT ALL 'HDCP' SINKS U.O.N. 7' - 2 " T Y P . 4' - 0 " AT FIRE EXTINGUISHER CABINET WALL PROTECTION 3" AS SPECIFIED 3" 1' - 8 " 4" WALL PROTECTION 6" 5" 2' - 1 0 " 1'-5" MINIMUM 8" MIN. LAVATORY (CL FROM SIDE TO SIDE TO BE 1'-3" FROM ADJACENT PARTITION/OBSTRUCTION) 1'-3"2' - 5 " M I N . LC SOAP DISPENSER LAV PTD WALL FLOOR LINE 2' - 1 0 " M A X . 3' - 4 " M A X . ADJACENT WALL NOTE: REAR GRAB BAR SHALL NEVER BE SPLIT. NOTE: GRAB BARS AT ALL TOILETS ARE TO BE 36" LONG BEHIND TOILET & 42" LONG AT TOILET SIDE, TYPICAL. BLOCKING/REINFORCING FOR FUTURE GRAB BAR BEHIND TOILET TO BE IN COMPLIANCE TO IAC 400.310(q) NURSE CALL 4' - 0 " M A X FRONT APPROACH THERMOMETER FIRE EXTINGUISHER CABINET STROBE LIGHT ELECTRICAL OUTLET, PHONE JACK, DATA OUTLET SWITCH, THERMOSTAT, HUMIDSTAT, BROWN PHONE JACK DOOR OPEN PUSH PLATE SWITCH FE LESS THAN 40 LBS 5' - 0 " TOWEL BAR LIGHT SWITCH OTHER OPERATING CONTROLS PULL STATION SIDE APPROACH "FRONT APPROACH" INDICATES MIN. CLEAR FLOOR AREA IN A RECTANGLE 30" WIDE ALONG WALL AND 48" DEEP PERPENDICULAR TO WALL. NOTES: ART RAIL 5' - 8 " FLOOR LINE PUBLIC RESTROOMS ACCESSORIES SCALE: 1/4"=1'-0" PUBLIC CORRIDOR SCALE: 1/4"=1'-0" PUBLIC & PRIVATE W.C.s SCALE: 1/4"=1'-0" PRIVATE RESTROOM ACCESSORIES SCALE: 1/4"=1'-0" FIRE EXTINGUISHER SCALE: 1/4"=1'-0" 33 " - 3 6 " 2' - 6 " 3' - 6 " 17 " - 1 9 " 2'-3" 1'-0"3'-6" MIN. 33 " - 3 6 " 17 " - 1 9 " LC 6"3'-0" MIN. 1'-6"3'0" MAX RECESSED TOILET PAPER DISPENSER SANITARY NAPKIN DISPOSAL 6"3'-0" MIN. NOTE: FLUSH VALVE LOCATED ON ACCESSABLE SIDE OF TOILET LC 4' - 0 " M A X T O H A N D L E 4' - 0 " M A X 1' - 6 " 6' - 8 " O R 6 " F R O M C E I L I N G 4' - 0 " M A X VANITY MIRROR & SCONCE 3' - 4 " M I N ELECTRICAL DEVICES SCALE: 1/4"=1'-0" RECESSED MEDICINE CABINET (OVER SINK OR W.C.) 3' - 8 " M A X . 7' - 0 " SCHEDULED BASE 8' - 6 " 2" HAND RAIL SCHEDULED BASE 3' - 4 " M A X . 3' - 0 " M A X . SP O U T ACCESSIBLE WATER FOUNTAIN 4' - 0 " M A X TOILET SEAT COVERMIRROR ACCESSIBLE SHOWERS SCALE: 1/4"=1'-0" 2" 6' - 0 " 38 " M A X . 3'-0" MIN 3'-0" MIN 1' - 8 " SEAT PER FBC-A 608.4 33 " - 3 6 " 48 " M A X . 3' - 4 " M A X . 2' - 1 0 " M A X . 2' - 5 " M I N . 2' - 3 " M I N . 9" MI N . 6" MAX. TOE CLEARANCE 17 " M I N . USABLE SHELF DOORS/HARDWARE/FLAT GOODS 10 " EQ U A L EQ U A L 5" 40 " 1' - 0 " 2" KICKPLATE L 4" 3" HINGE C PUSH- PULL C PUSH PLATE PULL BAR 1"40 " MANUAL DOOR OPENER 1'-3" MIN. 2'-1" U.O.N. ON ELEVATIONS OR PLANS 6" 9" M I N . 2' - 3 " M I N . C L R . 1'-5" MIN. 6" MAX. 2' - 1 0 " M A X . 8" MIN. 1" MINIMAL KNEE CLEARANCE IS AT LEAST 27" HIGH, 30" WIDE, AND 19"DEEP SHALL BE PROVIDED UNDER SINKS. NOTE: ILLUSTRATIONS HERE ARE FOR DIMENSIONAL ACCESSIBILITY PURPOSES ONLY. 6"MAX. TOE CLEARANCE 17"MIN. DEPTH 8"MIN. KNEE CLEARANCE 9" M I N . 27 " M I N . 29 " M I N . 34 " M A X . 40 " M A X . WH I C H E V E R I S L O W E R ACCESSIBLE SHOWERS ROLL-IN TYPE SCALE: 1/4"=1'-0" CARD READER 38 " - 4 3 " SP O U T STANDARD WATER FOUNTAIN ℄ 7"-9" WF knee room NOTE: CARD READERS AND AUTOMATIC DOOR OPERATORS SHALL NOT BE INSTALLED IN THE CLEAR DOOR SWING SPACE. SAFETY BAR 3' - 0 " LC CHAIRRAIL / HANDRAIL 4" 54 " O . C . TYPICAL MEMORY BOX MOUNTING HEIGHT 4" 1' - 6 " CL 2'-3" MIN.CL 2'-5" MAX. REMOVABLE FRONT PANEL ADA SINK AND FIXTURE 60 " A F F WA L L M T D R O O M S I G N A G E CL 9" MIN CL T. O . H I G H E S T OP E R A B L E P A R T 4' - 0 " M A X T. O . H I G H E S T OP E R A B L E P A R T T.O. GRASPABLE SURFACE 5'-0" MIN. PUBLIC TLT CLEARANCE 1 1 / 2 " MI N 1 1 / 2 " MI N 3' - 4 " M I N T. O . H I G H E S T OP E R A B L E P A R T B. O . RE F L E C T I V E SU R F A C E B. O . RE F L E C T I V E SU R F A C E 2'-6" MIN 38 " M I N 48 " M A X . 15" MAX 33 " - 3 6 " 5'-0" MIN CONTROLS AREA T.O. GRASPABLE SURFACE T.O. GRASPABLE SURFACE 33 " - 3 6 " T. O . GR A S P A B L E SU R F A C E FLOOR LINE FLOOR LINE FLOOR LINE OPERABLE PARTS OF DOOR PULL 34-48 INCHES AFF LC 1'-3" MIN T. O . H I G H E S T OP E R A B L E P A R T 4' - 0 " M A X T. O . H I G H E S T OP E R A B L E P A R T 1'-3" MIN 5" MAX FBC-A 602.4 FBC-A 602.5 FBC-A 602.7 FBC-A 306.3.2 FBC-A 306.3.3 FBC-A 306.3.1 30 6 . 3 . 4 11" MIN 25" MAX FBC 211.2: NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. ONE SHALL COMPLY WITH 602.1-602.6, THE OTHER WITH 602.7 211.3: WHEN MORE THAN THE MINIMUM ARE PROVIDED, 50% SHALL COMPLY WITH 602.1-602.6 AND 50% WITH 602.7. 30 " M I N FBC-A 306.2 25" MAX DRINKING FOUNTAINS: FBC-A 307 AND 602 FBC-A 608.2.2 FBC-A 608.2.2 6" MAX6" MAX FBC-A 608.3.2 NO GRAB BARS ABOVE ANY INTEGRAL SEATS FB C - A 6 0 9 . 4 FBC-A 608.3.2 GRAB BARS CONTROLS FBC-A 608.5.1 FB C - A 6 0 8 . 5 . 1 SHOWER SPRAY UNIT W/ HOSE PER 608.6 LC LHINGE C LHINGE C 1" L WALL PROTECTION FBC-A 308.2.1 FBC-A 308.2.1 FBC 906.9.1 33 " - 3 6 " 18" FBC-A 608.3.1 CONTROLS AREA FBC-A 608.5.1 LC 15" MAX 6" MAX FBC-A 608.2.1FBC-A 608.2.2 NOTE: FBC = FLORIDA BUILDING CODE FBC-A = FLORIDA BUILDING CODE - ACCESSIBILITY FBC-A 308.2.1 FBC-A 606ALL COMMON USE SINKS SCALE: 1/4"=1'-0" LE BP ABBREV., SYMBOLS LIST AND MOUNTING HEIGHTS G002 ARCHITECTURAL ABBREVIATIONS MATERIAL SYMBOLSCONSTRUCTION PLAN LEGEND 1001-1 NEW PARTITION, SEE DETAIL SHEET FOR TYPE DESCRIPTION DOOR ALIGN SURFACES AS INDICATED DOOR TAG INTERIOR ELEVATION TAG SECTION TAG FIRE EXTINGUISHER CABINET EXTERIOR ELEVATION TAG MC RECESSED MEDICINE CABINET TRUNCATED DETECTABLE DOME WARNING STRIP IN CONTRASTING COLOR, TYP. WALL MOUNTED ADA RESERVED PARKING SIGN, TYP. @ GB DTL W/ WD W/O WP WPR WVNR WC UNF EQ NTS VB UNO VIF VCT VWC VEST VERT OPNG OPP OA OC EQUIP EXIST EXT OH OD TLT T THK TYP TS TT TEL TEF T/ NOM NO MIN MTL ELEV EL DWG EA ECP EFTS EPEJF EC N/A NIC NC MO MISC RFS CLO ID SSS STL STN SV SUSP STOR STRUCT ST STD LAV CMU MECH MED MH MACH MATL MAX CPT CO CT DIA DIM DN DF CMUP LP MFR SIM SHT SQ SECT SPEC SS SRS JT LAM IN INSUL INT INFO CORR CONT COL CLG CONC CONTR CONCP CLR CONST JC JB R HNCG RM RBC REF REINF REQ'D REV RO RB RD HORIZ HT HR HP BLDG CL CB C/C CG CIP CJ CH LNK CJF HSKP HM INCAND PT PSI 2-PUMS PVF QT QTY QUANT GL HDW GRND BRK BLK B/ BD BJF BMT BRS BOH GLB GC GYP BD GBP PBMR ADJ FD PERP PL PLAM PR PLBG PLWD PREFAB PSF PL FIN ALUM AFF ALS GALV FLR GA APC A0RA AP APPROX ARCH ANOD FDV FLUOR FHC FEC PARTN AD FC SSD TB AT GYPSUM BOARD DETAIL WITH WOOD WITHOUT WORK POINT WATERPROOFING WOOD VENEER WATER CLOSET UNFINISHED EQUAL NOT TO SCALE VINYL BASE UNLESS NOTED OTHERWISE VERIFY IN FIELD VINYL COMPOSITION TILE VINYL WALL COVERING VESTIBULE VERTICAL OPENING OPPOSITE OVERALL ON CENTER EQUIPMENT EXISTING EXTERIOR OPPOSITE HAND OUTSIDE DIAMETER TOILET TREAD THICK TYPICAL TUBE STEEL TRAFFIC TOPPING TELEPHONE TOILET EXHAUST FAN TOP OFNOMINAL NUMBER MINIMUM METAL ELEVATOR ELEVATION DRAWING EACH EXPOSED CONSTRUCTION PAINTED EXPANDING FOAM TAPE SEALANT EXPANDED POLYETHYLENE JOINT FILLER EXPOSED CONSTRUCTION NOT APPLICABLE NOT IN CONTRACT NOISE CRITERIA MASONRY OPENING MISCELLANEOUS ROOM FINISH SCHEDULE CLOSET INSIDE DIAMETER SILICONE SANITARY SEALANT STEEL STAIN SHEET VINYL SUSPENDED STORAGE STRUCTURAL SEALANT TAPE STANDARD LAVATORY CONCRETE MASONRY UNIT MECHANICAL MEDIUM MANHOLE MACHINE MATERIAL MAXIMUM CARPET CLEAN OUT CERAMIC TILE DIAMETER DIMENSION DOWN DRINKING FOUNTAIN CMU PAINTED LOW POINT MANUFACTURER SIMILAR SHEET SQUARE SECTION SPECIFICATION STAINLESS STEEL SILICONE RUBBER SEALANT JOINT LAMINATED INCH INSULATION INTERIOR INFORMATION CORRIDOR CONTINUOUS COLUMN CEILING CONCRETE CONTRACTOR CONCRETE PAINTED CLEAR OPENING CONSTRUCTION JANITORS CLOSET JUNCTION BOX RISER HOLLOW NEOPRENE ROOM RUBBERIZED BITUMINOUS COMPOUND REFERENCE REINFORCED REQUIRED REVISION ROUGH OPENING RESILIENT BASE ROOF DRAIN HORIZONTAL HEIGHT HOURS HIGH POINT BUILDING CENTER LINE CERAMIC BASE TILE CENTER TO CENTER CORNER GUARD CAST IN PLACE CONTROL JOINT CHAIN LINK FENCE CORK JOINT FILLER HOUSEKEEPING HOLLOW METAL INCANDESCENT (TWO PART) PAINTED POUNDS PER SQUARE INCH POLYURETHANE SEALANT POLYVINYLIDINE FINISH QUARRY TILE QUALITY QUANTITY GLASS HARDWARE GROUND BRICK BLOCK BOTTOM OF BOARD BITUMINOUS JOINT FILLER BUTYLMASTIC TAPE SEALANT BUTYL RUBBER SEALANT BACK OF HOUSE GLAZED BLOCK GENERAL CONTRACTOR GYPSUM BOARD GYPSUM BOARD PAINTED PRESHIMMED BUTYL MASTIC ADJUSTABLE FLOOR DRAIN PERPENDICULAR PLASTIC PLASTIC LAMINATE PAIR PLUMBING PLYWOOD PREFABRICATED POUNDS PER SQUARE FOOT PLATE FINISH ALUMINUM ABOVE FINISHED FLOOR ACRYLIC LATEX SEALANT GALVANIZED FLOOR GAUGE ACOUSTICAL PANEL CEILING AREA OF RESCUE ASSISTANCE ACCESS PANEL APPROXIMATELY ARCHITECTURAL ANODIZED FIRE DEPARTMENT VALVE FLUORESCENT FIRE HOSE CABINET FIRE EXTINGUISHER CABINET PARTITION AREA DRAIN FOOT CANDLES COMPRESSION GASKET SEE STRUCTURAL DRAWINGS THERMALLY BROKEN GENERAL NOTES PRECAST CONCRETE BRICK EARTH MORTAR / SETTING BED CONCRETE MEMBRANE GASKET GRAVEL / GRANULAR FILL CONCRETE MASONRY UNIT SEALANT AND BACKER ROD CONCRETE PAVING PROJECT CONTRACT LIMIT LINE BUILDING TO BE DEMOLISHED DEMOLITION DETAIL TAG EP ELECTRICAL PANEL X Y Z A# 1.THE GENERAL CONTRACTOR AND EACH SUB-CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND COORDINATING ALL WORK WITH EXISTING CONDITIONS AND WITH ALL (OTHER) TRADES. 2.ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH WORK PERFORMED BY THE GENERAL CONTRACTOR OR SUB-CONTRACTORS. 3.DIMENSIONS AND SCALE HAVE BEEN SHOWN WHERE PRACTICABLE. WHERE NOT SHOWN AND WHERE REQUIRED FOR PROPER EXECUTION OF THE WORK, NOTIFY ARCHITECT TO REQUEST CLARIFICATION. DRAWINGS ARE NOT TO BE SCALED FOR DETERMINATION OF DIMENSIONS. 4.DIMENSIONS, AS WELL AS PLAN, ELEVATION AND DETAIL TARGETS, AND OTHER SUCH SYMBOLS AND NOTATIONS, THAT ARE TYPICAL FOR MULTIPLE AREAS MAY NOT BE NOTED AT EACH OCCURRENCE. APPLY THOSE SHOWN TO SIMILAR CASES. 5.ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED, AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. THESE DIMENSIONS SHALL NOT VARY MORE THAN ± 1/4" WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 6.PLAN DIMENSIONS MARKED WITH "±" OR "+/-" INDICATE A TOLERANCE NOT MORE THAN 2 INCHES GREATER OR LESS THAN THE DIMENSION INDICATED, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING THIS TOLERANCE WITH THE ARCHITECT AND SECURE ARCHITECT'S APPROVAL AND/OR DIRECTION PRIOR TO PROCEEDING. 7."ALIGN" MEANS TO ACCURATELY LOCATE FINISHED SURFACES IN THE SAME PLANE. 8.ALL VERTICAL DIMENSIONS SHOWN TO A FLOOR IN THE DOCUMENTS ARE MEASURED TO TOP OF FINISHED FLOOR UNLESS NOTED OTHERWISE. 9.DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.N.O. 10.ALL HINGE SIDE OF DOOR FRAMES ADJACENT TO A PERPENDICULAR PARTITION AND/OR ANGLED PARTITION ARE TO BE 2" MIN. FROM OUTSIDE EDGE OF DOOR FRAME TO FINISHED FACE OF THE PARTITION U.N.O. 11.PARTITIONS OVER DOORS SHALL BE CONTINUOUS AND OF THE SAME CONSTRUCTION AS THE ADJACENT WALLS TO EITHER SIDE, INCLUDING CONTINUATION OF DRYWALL ABOVE CEILING OR TO STRUCTURE ABOVE, TYPICAL U.N.O. VL-01 VISION LITE TAG CERAMIC TILE PLYWOOD ALUMINUM FINISHED WOOD BATT INSULATION CARPET GLASS ACOUSTICAL TILE DRYWALL STEEL / STAINLESS STEEL PLASTER / CEMENT PLASTER RIGID INSULATION WOOD BLOCKING MILLWORK 1. MOUNTING HEIGHTS SHOWN ON THIS SHEET SHALL BE TYPICAL U.N.O. 2.WHERE MOUNTING HEIGHT IS NOT CALLED OUT ON INTERIOR ELEVATIONS, REFER TO THIS SHEET FOR MOUNTING HEIGHTS & DIMENSIONS. 3.LOCATION OF BLOCKING FOR SUPPORT/ATTACHMENT OF EQUIPMENT AND/ OR ACCESSORIES SHALL BE PER DIMENSIONS INDICATED ON THIS SHEET, U.O.N. MOUNTING HEIGHT GENERAL NOTES 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 AL ALIGN ETR EXISTING TO REMAIN PROJECT DATA CODE INFORMATION CODE INFORMATION BUILDING CODE 2018 INTERNATIONAL BUILDING CODE PLUMBING CODE MECHANICAL CODE ENERGY CONSERVATION ELECTRICAL CODE NATIONAL ELECTRICAL CODE (NFPA 70) FIRE/SMOKE ALARM/SPRINKLERS 2018 INTERNATIONAL FIRE CODE BUILDING INFORMATION I-1 PER (308.3.2 ) 2018 INTERNATIONAL BUILDING CODE. AREA WORK SCOPE AREA 5,432 SQ.FT.FIRST FLOOR 6,682 SQ.FT.SUBTOTAL TOTAL BUILDING AREA 17,961 SQ.FT.FIRST FLOOR 16,715 SQ.FT.SECOND FLOOR 34,676 SQ.FT.TOTAL HEIGHT (TABLE 504.3 AND 504.4) MAX ALLOWED ACTUAL 5 STORIES 2 STORIES 85' (SPRINKLERED) 31'-2" CONSTRUCTION TYPE ASSEMBLY (TABLE 601 AND 602) STRUCTURAL FRAME BEARING WALLS 1 HR 1 HR RATINGS INTERIOR 1 HREXTERIOR NON-BEARING WALLS AND PARTITIONS 1 HRINTERIOR 1 HREXTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION 1 HR 1 HR NOTES CODE REFERENCE FOR CORRIDOR - COMMON SPACE WALL DEMOLITION: IBC 2018 - 420.7 LEVEL 2 - PER 2018 INTERNATIONAL EXISTING BUILDING CODE EGRESS WIDTH (1005.3) HALLS (1005.3.2; EXC.1) REQUIRED PROVIDED 60" + 36" + STAIRS (1005.3.1; EXC.1 44"44" + EGRESS DISTANCE MAX ALLOWED 75 FT NUMBER OF EXITS REQUIRED: 2 PROVIDED: 4 (TABLE 1006.3.2; PER STORY) OCCUPANT LOAD (TABLE 1004.1.2) FIRST FLOOR SCOPE AREA FUNCTION LOAD FACTOR (SQ. FT.)OCCUPANCY AREA BUSINESS 150 GROSS 1,287 9 ASSEMBLY (STANDING)5 NET 117 24 STORAGE/MECHANICAL 300 GROSS 35 1 2018 UNIFORM PLUMBING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 WASHINGTON STATE ENERGY CODE ASSEMBLY (CHAIRS)7 NET 730 105 ASSEMBLY (TABLES/CHAIRS)15 NET 3,684 246 REQUIRED (0.2")x(OCC/FLR) (0.15")x(OCC) (0.15")x(OCC)DOORS (1005.3.2; EXC.1) 44" 32" (TABLE 1006.2.1; SPACES WITH 1 EXIT; SPRINKLERED) MAX ALLOWED 200 FT (420.4; WITHIN SMOKE COMPARTMENT TO SMOKE BARRIER DOOR) TOTAL 385 LEVEL OF ALTERATION FIRST FLOOR VA (CHAPTER 6) LEVEL 2 - PER 2018 INTERNATIONAL EXISTING BUILDING CODE I-1 PER (308.3.2 ) 2018 INTERNATIONAL BUILDING CODE. NO PROPOSED CHANGE OF OCCUPANCY NO PROPOSED CHANGE OF OCCUPANCY 1,250 SQ.FT.SECOND FLOOR LEVEL OF ALTERATION SECOND FLOOR COUNTRY KITCHEN 136 SALES 127 MEDS 126 ED OFFICE 124 BOM OFFICE 122 COPY 123 CALMING SPACE 140 MC LIVING 137 PP PPAO AO PP PP FE C GARAGE OFFICE STAIR EMPLOYEE LOUNGE 158 JANITOR MECH TLT. 125 KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR 128 CORRIDOR 137 CORRIDOR 141 MC ACTIVITY 145 MECH / ELEC JAN.OFFICE 139 TOILET 138 LOBBY 118 RECEPTION 121 ELEVATOR EMR STOR. 120 AL DINING 134 SERVER STATION 133 PRIVATE DINING 132 MC DINING 135 TOILET 159 VESTIBULE 117 ELEVATOR WAITING 119 OFFICE OFFICE OFFICE CORRIDOR 118 CORRIDOR 148 CORRIDOR 146 UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT STAIR STAIR STAIR 118A TRAVEL DISTANCE 117'-9" DE DE DE UNIT CORRIDOR 228 ACTIVITY 232 ELEVATOR LINEN TLT. 236 MECH / ELEC JANITOR STAIR 118A CORRIDOR 229 CORRIDOR 241 CORRIDOR 237 CORRIDOR 239 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT STAIR STAIR STAIR STORAGE 232A SALON 238TRAVEL DISTANCE 32'-2" ROOF ROOF ROOF ROOF LO BP PROJECT DATA & LIFE SAFETY PLAN G003 SYMBOLS LEGEND: FIRE EXTINGUISHER CABINET MOST DISTANT POINT TRAVEL DIST SYMBOLS LEGEND: FIRE EXTINGUISHER CABINET MOST DISTANT POINT TRAVEL DISTANCE SINGLE FACE EXIT SIGN DOUBLE FACE EXIT SIGN DE 1 HOUR RATED PARTITION 2-HOUR RATED PARTITION DELAYED EGRESS MAGLOCK 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 GENERAL CONDITIONS A.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE IBC 2018, 2018 UNIFORM PLUMBING CODE, IMC 2018, 2018 WASHINGTON STATE ENERGY CODE, AND 2018 IFC. CONTRACTOR SHALL VISIT SITE AND VERIFY EXISTING CONDITIONS AND DIMENSIONS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ARCHITECT OR ENGINEER IF ANY DISCREPANCIES ARISE PERTAINING TO THE DRAWINGS. DO NOT SCALE THE DRAWINGS. B.CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS. OWNER TO PAY FOR BUILDING PERMIT, CONTRACTOR TO PICK UP. C.ARCHITECT AND ENGINEER WILL REVIEW SHOP DRAWINGS. D.CONSTRUCTION SHALL BE IN ACCORDANCE WITH FACILITY RULES AND REGULATIONS E.ALL CONTRACTORS ARE RESPONSIBLE FOR PROTECTING MATERIALS AGAINST EXPOSURE TO WATER AND DAMPNESS. MATERIALS EXPOSED ARE TO BE DRIED OUT THOROUGHLY PRIOR TO INSTALLATION. F.CONTRACTOR TO COMPLY WITH ANY AND ALL PROJECT PHASING REQUIREMENTS IDENTIFIED BY OWNER'S REP AND FACILITY. TEMPORARY FACILITIES AND CONTROLS A.CONTRACTOR SHALL ARRANGE FOR REGULAR WASTE COLLECTION AND SEPARATE ITEMS SUCH AS PAPER, PLASTIC, AND ALUMINUM FOR RECYCLING. B.CONTRACTOR SHALL PROVIDE FOR TEMPORARY FIRE PROTECTION DURING CONSTRUCTION. C.CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES TO PROTECT THE PUBLIC AND CONSTRUCTION PERSONNEL FROM CONSTRUCTION HAZARDS. D.CONTRACTOR TO PROVIDE TEMP POWER / HEATING / COOLING AS NEEDED DURING CONSTRUCTION. E.CONTRACTOR SHALL MAINTAIN SPRINKLER COVERAGE DURING CONSTRUCTION AND TURN UP ALL HEADS PRIOR FINAL CEILING INSTALLATION. PRODUCT CONTROLS A.CONTRACTOR TO PROVIDE PRODUCTS OF THE SAME KIND FROM A SINGLE SOURCE, INCLUDING MATERIAL, EQUIPMENT, SYSTEMS, ETC. B.PRODUCTS SHALL BE DELIVERED, STORED, AND HANDLED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. EXECUTION REQUIREMENTS A.UPON CONSTRUCTION COMPLETION, CONTRACTOR SHALL ASSEMBLE A SET OF RECORD DRAWINGS, SPECIFICATIONS, AND OPERATIONS / MAINTENANCE DATA. THIS INFORMATION SHALL REFLECT AS-BUILT CONDITIONS AND ITEMS ACTUALLY INSTALLED. B.CONTRACTOR SHALL COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION. CONTRACTOR TO COMPLY WITH NFPA 70 FOR INSTALLATION OF ELECTRICALLY OPERATED EQUIPMENT AND ELECTRICAL COMPONENTS. C.UPON COMPLETION, CONTRACTOR SHALL: 1. ARRANGE FOR FINAL CLEANING OF ALL BUILDING AREAS INCLUDED IN THE RENOVATION SCOPE OF WORK. 2. ARRANGE FOR FINAL INSPECTIONS FROM AUTHORITY HAVING JURISDICTION. 3. OBTAIN CERTIFICATE OF OCCUPANCY IF ISSUED BY THE AUTHORITIES HOLDING JURISDICTION. SELECTIVE DEMOLITION A.CODE COMPLIANCE: THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND CODES SET FORTH BY THE CONTRACT DOCUMENTS. B.PARTIAL REMOVAL: ITEMS OF SALVAGEABLE VALUE TO THE CONTRACTOR MAY BE REMOVED FROM THE STRUCTURE AS WORK PROGRESSES. SALVAGED ITEMS MUST BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED. C.PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION. D.DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES AT NO COST TO THE OWNER. E.DISPOSAL OF DEMOLISHED MATERIALS: REMOVE ALL DEBRIS FROM SITE AND DISPOSE OF OFF-SITE ON A DAILY BASIS. COORDINATE WASTE REMOVAL WITH BUILDING MANAGEMENT SCHEDULE & REQUIREMENTS. F.MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE BEFORE PROCEEDING WITH DEMOLITION. G.PROTECT BUILDING STRUCTURE AND INTERIOR FROM WEATHER AND WATER LEAKAGE AND DAMAGE. H.NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. I.DO NOT REMOVE OR DISTURB STRUCTURAL ELEMENTS NOT SPECIFICALLY NOTED WITHIN THE CONTRACT DOCUMENTS. CEMENTITIOUS UNDERLAYMENT A.ENVIRONMENTAL CONDITIONS: DO NOT APPLY MATERIAL WHEN TEMPERATURE IS BELOW 45°F (7OC) OR WHEN TEMPERATURE IS EXPECTED TO FALL BELOW 45°F WITHIN 48 HOURS. B.MATERIALS 1. SELF-LEVELING UNDERLAYMENT: CEMENT-BASED, POLYMER-MODIFIED, SELF-LEVELING PRODUCT THAT CAN BE APPLIED IN UNIFORM THICKNESSES FROM 1/8 INCH (3 MM) AND CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. 2. PRIMER: ETHYL VINYL ACETATE CO-POLYMER FOR USE AS A LIQUID BONDING AGENT WITH SELF-LEVELING MATERIAL. 3. CONCRETE CLEANER: CITRUS-BASED CONCRETE CLEANER TO CLEAN AND STRIP DIRT, GREASE AND LAITANCE FROM SURFACES TO RECEIVE UNDERLAYMENT. C.SURFACE PREPARATION 1. PREPARE AND CLEAN SUBSTRATE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS FOR SUBSTRATE INDICATED. PROVIDE CLEAN, DRY SUBSTRATE FOR UNDERLAYMENT APPLICATION. 2. TREAT NONMOVING SUBSTRATE CRACKS TO PREVENT CRACKS FROM TELEGRAPHING (REFLECTING) THROUGH UNDERLAYMENT ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 3. CONCRETE SUBSTRATES: MECHANICALLY PROFILE EXISTING CONCRETE FLOOR TO 1/8” DEPTH, AS SHOWN BY THE INTERNATIONAL CONCRETE REPAIR INSTITUTE CSP TILE #4. ENSURE THAT ALL LAITANCE, GLAZE, EFFLORESCENCE, CURING COMPOUNDS, FORM-RELEASE AGENTS, DUST, DIRT, GREASE, OIL, AND ALL MATERIALS THAT MAY INHIBIT BOND OF UNDERLAYMENT TO SUBSTRATE HAVE BEEN REMOVED. 4. PRIMING SUBSTRATE: PRIME CONCRETE SUBSTRATE USING FLOOR PRIMER SPECIFIED. PRIMING INSTRUCTIONS MAY VARY ACCORDING TO THE POROSITY OF THE CONCRETE. MULTIPLE COATS MAY BE NECESSARY. D.APPLICATION: MORTAR MUST BE PLACED IMMEDIATELY UPON COMPLETION OF MIXING. POUR OR PUMP MATERIAL ONTO THE SUBSTRATE. WORK INTO POSITION WITH A LONG HANDLED SPREADER OR SPIKED ROLLER. IMMEDIATELY SMOOTH THE MATERIAL WITH A SMOOTHER. WEAR SPIKED SHOES TO AVOID LEAVING MARKS IN THE UNDERLAYMENT. A SECOND LIFT OF NON-EXTENDED MATERIAL MAY BE APPLIED AS SOON AS FOOT TRAFFIC CAN BE SUPPORTED. PROFILE OR ROUGHEN THE FIRST LIFT TO ENSURE A GOOD BOND AND RE-PRIME WITH PRIMER SPECIFIED. E.FINISH MATERIAL WITH A BROOM FINISH OR OTHER DESIRED FINISH. F.CONTRACTOR TO INCLUDE 1/8" THICK FLOOR PREP FOR ALL NEW LVT FLOORING IN PROJECT AREA IN BASE BID. CONTRACTOR TO CATALOG AND DOCUMENT ANY EXISTING CONCRETE SLAB DEPRESSION THAT REQUIRE GREATER THAN 1/8" THICK FILL TO LEVEL G.PROTECT HORIZONTAL SURFACES FROM TRAFFIC UNTIL REPAIR MORTAR COMPOUND HAS CURED. CONCRETE SLAB-ON-GRADE REPAIR A. THE SURFACE EDGE OF THE AREA TO BE PATCHED/REPAIRED SHALL BE CUT WITH A SAW TO THE FULL DEPTH OF THE SLAB. FEATHERED EDGES ARE NOT PERMITTED. ALL LOOSE, CRACKED OR OTHERWISE UNSUITABLE CONCRETE AND DEBRIS SHALL BE REMOVED. B.PROVIDE COMPACTED STONE AGGREGATE TO MATCH ORIGINAL EXISTING. C.PROVIDE 8" MIN. LONG JOINT DOWEL RODS (ASTM A-615, GRADE 60) SET IN EPOXY IN 4" DEEP PREDRILLED HOLES INTO CENTER OF EXITING SLAB DEPTH. D.PROVIDE NEW VAPOR BARRIER (PER ASTM E-1745-09) WITHIN AREA OF PATCH. E.INSTALL NEW CONCRETE PER ACI 301, DEPTH TO MATCH EXISTING ADJACENT. PROVIDE 6x6-W1.4xW1.4 WIRE MESH REINFORCEMENT. F.PROVIDE HARD TROWEL FINISH PER ACI 302.1R. METAL FABRICATIONS A.PROVIDE ANCHORAGE DEVICES AND FASTENERS TO SECURE METAL FABRICATION TO IN-PLACE CONSTRUCTION. B.USE HOT-DIP GALVANIZED STEEL FABRICATIONS AT EXTERIOR LOCATIONS. C.STEEL LINTELS: 1.FABRICATE LOOSE STRUCTURAL STEEL LINTELS FROM STEEL ANGLES AND/OR SHAPES INDICATED FOR OPENINGS AND RECESSES IN MASONRY WALLS AT LOCATIONS INDICATED. 2.SIZE LOOSE LINTELS FOR EQUAL BEARING OF 1 INCH PER FOOT OF CLEAR SPAN BUT NOT LESS THAN 8 INCHES BEARING AT EACH SIDE OF OPENINGS UNLESS OTHERWISE NOTED. 3.GALVANIZE LOOSE STEEL LINTELS LOCATED IN EXTERIOR WALLS. ROUGH CARPENTRY A.ALL DIMENSIONAL LUMBER SHALL COMPLY WITH PS20 AND WITH APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY THE AMERICAN LUMBER STANDARD COMMITTEE'S (ALSC) BOARD OF REVIEW. B.ALL WOOD MEMBERS IN DIRECT CONTACT WITH CONCRETE ARE TO BE TREATED. C.SET CARPENTRY LEVEL AND PLUMB AND TRUE TO REQUIRED LINES. D.KEEP MATERIALS UNDER COVER AND DRY. PROTECT AGAINST EXPOSURE TO WEATHER AND CONTACT WITH DAMP OR WET SURFACES. E.ALL WOOD BLOCKING TO BE FIRE TREATED. F.SUBMIT PRODUCT DATA SUBMITTAL FOR REVIEW. INTERIOR ARCHITECTURAL WOODWORK A.PLASTIC LAMINATE FINISH CASEWORK AS INDICATED ON THE DRAWINGS. LAMINATE GRAINS SHALL RUN VERTICALLY. CABINET INTERIORS SHALL BE WHITE MELAMINE. B.THERMOFOIL FINISH CASEWORK AS INDICATED ON DRAWINGS IN THE BISTRO AND COUNTRY KITCHEN AREA. C.PROVIDE ANCHORAGE DEVICES, SUCH AS WOOD FURRING, BLOCKING, SHIMS AND AND HANGING STRIPS IN WALLS FOR INSTALLING WOODWORK ITEMS UNLESS CONCEALED WITHIN OTHER CONSTRUCTION BEFORE WOODWORK INSTALLATION. ALL WOOD BLOCKING TO BE FIRE TREATED. D.PROVIDE CABINET HARDWARE AND ACCESSORY MATERIALS ASSOCIATED WITH ARCHITECTURAL CABINETS. 1.HINGES: FRAMELESS CONCEALED (EUROPEAN TYPE); 170 DEGREE MINIMUM OPENING CAPABILITIES. FOR END DOORS PERPENDICULAR TO WALLS, PROVIDE 90 DEGREE TYPE. PROVIDE 2 PAIR OF HINGES FOR DOORS. 2.PULLS: BASE CABINETS TO BE 128MM CABINET PULL: MODEL SOPHISTICATES TAPERED BOW PULL, MANUFACTURED BY WURTH BRONZE FINISH. 3.CATCHES: ROLLER CATCHES, BHMA A156.9. B03071. 4.ADJUSTABLE SHELF SUPPORTS: EDP TYPE, SET IN 2/10 INCH HOLES SPACED AT 1-1/4" OC. 5.DRAWER SLIDES: POSITIVE STOP, SELF-CLOSING, SIDE MOUNTED, FULL EXTENSION, ZINC PLATED STEEL DRAWER SLIDES WITH STEEL BALL BEARINGS. 6.MUTES: RUBBER, APPROXIMATELY 1 4" DIAMETER, COLOR COMPATIBLE WITH ADJACENT FINISH. 7.EXPOSED HARDWARE FINISH: TO BE SELECTED BY ARCHITECT. 8.LOCKING HARDWARE: COMPX TIMBERLINE LOCK REMOVABLE PLUG SYSTEM, MASTER KEYED LOCK PLUGS. LOCK PLUGS SHALL BE PART NO. C300LP-19, LOCK COLOR: TO BE SELECTED BY ARCHITECT. LOCKS FOR CABINET DOORS SHALL BE 280 SERIES (VERTICAL) OR 290 SERIES (HORIZONTAL). LOCKS FOR DOUBLE DOORS SHALL BE 250 SERIES DOUBLE DOOR LOCK. LOCKS FOR DRAWERS SHALL BE C170CB THICK PANEL LOCK. REFER TO DRAWINGS FOR LOCATIONS. 9.COUNTER SUPPORT BRACKETS SHALL BE RAKKS, EH SERIES, MANUFACTURED BY RANGINE CORPORATION. MATERIAL: 6063-T6 EXTRUDED ALUMINUM, T-SHAPED HORIZONTAL LEG AND 2" X 2" X 1/4" L-SHAPED VERTICAL LEG THAT IS SCREWED TO THE SIDE OF THE STUD. AFTER INSTALLATION OF THE BRACKET, MOUNT DRYWALL TO THE STUDS TO HIDE VERTICAL SUPPORT LEG. PAINT BRACKETS TO MATCH COUNTERTOP MATERIAL. ALL BRACKETS ARE TO BE ROUTED INTO THE COUNTERTOP SUB-BASE MATERIAL. 10.ATTACHMENT FOR REMOVABLE PLASTIC LAMINATE PANELS BELOW SINKS SHALL BE ADJUSTABLE TENSION BALL CATCH MANUFACTURED BY EPCO, ITEM # EP1017-DC, DULL CHROME FINISH. 11.PROVIDE HARDWARE AND ACCESSORY PRODUCT DATA SUBMITTAL FOR REVIEW. F.PROVIDE MILLWORK SHOP DRAWINGS SHOWING THE FOLLOWING: 1. LOCATION OF EACH ITEM. 2. DIMENSIONED PLANS, AND ELEVATIONS, LARGE-SCALE DETAILS, ATTACHMENT DEVICES AND OTHER COMPONENTS. 3. SHOW LOCATIONS AND SIZES OF CUTOUTS AND HOLES FOR PLUMBING FIXTURES, AND OTHER ITEMS INSTALLED IN ARCHITECTURAL WOODWORK. G.PROVIDE SAMPLES FOR VERIFICATION: 1. PLASTIC LAMINATES; 8" X 10" FOR EACH TYPE, COLOR, PATTERN AND SURFACE FINISH. 2. THERMOFOIL FINISHES; 8" X 10" FOR EACH TYPE, COLOR, PATTERN AND SURFACE FINISH. H.PROVIDE WOODWORK QUALITY STANDARD COMPLIANCE CERTIFICATES: FABRICATION TO MEET AWI STANDARDS, BUT IS NOT REQUIRED TO BE AWI CERTIFIED. I.FIELD MEASUREMENTS: WHERE WOODWORK IS INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION, AND INDICATE MEASUREMENTS ON SHOP DRAWINGS. COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK. INSULATION A.PROVIDE ACOUSTICAL BATT INSULATION WHERE INDICATED ON WALL TYPES. B.SUBMIT PRODUCT DATA SUBMITTAL FOR REVIEW. FIRESTOPPING A.ALL WORK THAT PENETRATES WALLS, FLOORS, AND CEILINGS SHALL BE FIRESTOPPED AND SEALED WITH MATERIAL CARRYING A FIRE RATING EQUAL TO THE RATING OF PENETRATION. B.SUBMIT PRODUCT DATA SUBMITTAL FOR REVIEW. MATCH FACILITY STANDARD FOR PENETRATION FIRESTOPPING (I.E. 3M, HILTI OR STI). SEALANTS AND CAULKING A.CLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION OF SEALANT. REMOVE DIRT, DUST, OIL, COATING, MOISTURE, OR OTHER FOREIGN MATTER WHICH WOULD INTERFERE WITH BOND OF SEALANT. B.ONE COMPONENT URETHANE SEALANT: POLYURETHANE BASED, ONE-PART ELASTOMERIC SEALANT; COMPLY WITH ASTM C-920, TYPE S GRADE NS, CLASS 25. C.COMPLY WITH SEALANT MANUFACTURER'S PRINTED INSTRUCTIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED. D.FIRE RATED SEALANT. CONTRACTOR SHALL INSTALL FIRE RETARDANT SEALANT COMPLYING WITH UL LISTING AROUND ALL PENETRATIONS IN RATED WALLS. ALL FIRE RATED SEALANT SHALL BE RED IN COLOR UNLESS EXPOSED TO VIEW IN PUBLIC SPACES; IN SUCH CASE COLOR TO MATCH ADJACENT FINISHES. E.SUBMIT PRODUCT DATA SUBMITTAL FOR REVIEW. DOORS A.PROVIDE NEW INTERIOR DOORS, PAINT FINISH PER FINISH SCHEDULE. REFER TO DOOR SCHEDULE FOR MORE INFORMATION. 1. 2. SOLID CORE, 1-3/4" THICK, MOLDED PANEL HARDBOARD DOORS BY MOHAWK, OR EQUAL. MATCHING EXISTING ADJACENT DOORS. 3. WDMAI.S.1A ARCHITECTURAL WOOD FLUSH DOOR (CUSTOM GRADE ONLY). SMOOTH FINISH MATCHING EXISTING ADJACENT DOORS. 4. PROVIDE 1-3/4" THICK DOORS WITH APPLIED DECORATIVE PLASTIC LAMINATE AS INDICATED IN PLANS AND DOOR SCHEDULE. 5. ACCESS PANELS, WHERE REQUIRED, SHALL BE AS MANUFACTURED BY KARP ASSOCIATES, INC, MILCOR INC. AND NYSTROM, INC. DOOR TO BE 18 GAUGE STEEL, RECESSED TO ACCOMMODATE DOUBLE THICKNESS OF DRYWALL. LOCK TO BE FLUSH WITH CYLINDER TYPE LOCK WITH DUST SHUTTER. FIRE RATING TO MATCH CEILING ASSEMBLY REQUIREMENTS. ALL ACCESS PANELS SHALL BE MVO FLANGE STYLE IF EXPOSED TO PUBLIC VIEW B.ALL GLASS LITES TO BE BY DOOR MANUFACTURER AND SHALL BE CLEAR TEMPERED GLASS. ALL GLASS IN FIRE RATED OPENINGS TO BE FIRELITE, OR EQUAL, CERAMIC RELATED GLASS. WIRE GLASS IS NOT ACCEPTABLE. C.WOOD DOOR FABRICATION AND FINISHING TO CONFORM TO: 1. FACTORY FIT DOORS TO SUIT FRAME-OPENING SIZES. 2. FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED. 3. ALL DOORS SHALL BE FACTORY FINISHED. D.DOORS TO HAVE TIMELY FRAMES. E.SUBMIT PRODUCT DATA SUBMITTAL FOR REVIEW. SUBMIT DOOR AND FRAME SHOP DRAWING FOR REVIEW. SUBMIT DOOR SLAB AND PLASTIC LAMINATE SAMPLES FOR REVIEW. DOOR HARDWARE A.REFER TO DRAWINGS FOR DETAILED DOOR HARDWARE SETS. B.PROVIDE ALL HARDWARE NECESSARY TO MAKE EACH DOOR COMPLETE AND OPERATIONAL FOR INTENDED USE. FINISH TO MATCH ADJACENT EXISTING. LOCKS' REMOVABLE CORES TO MATCH BUILDING STANDARDS. C.CONTRACTOR IS RESPONSIBLE FOR FURNISHING FINAL KEY CORES. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH EXISTING FACILITY KEYING STANDARD AND TO ENSURE THAT THE MASTER KEY IS COMPATIBLE WITH THE SPECIFIED LOCKSET. D.HINGES SHALL BE NON-RISING TYPE. E.ALL LOCK CORES SHALL BE PROVIDED BY CONTRACTOR, MATCH FACILITY STANDARD. F.DOORS SHALL HAVE OVERHEAD WALL STOPS. G.CONTRACTOR SHALL SUBMIT A COMPLETE DOOR HARDWARE SHOP DRAWING FOR REVIEW. FINISHES A.ALL FINISHES SHALL BE IN ACCORDANCE WITH CODES AND ORDINANCES FOR FLAME SPREAD RATINGS; CLASS 1 OR CLASS 2 FIRE RATED. B.ALL FLOORS TO BE LEVELED AND DEPRESSIONS FILLED BEFORE FINISHES ARE INSTALLED. CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGED FLOORING TO REMAIN RESULTING FROM FLOOR DEMOLITION ACTIVITIES. C.EXTEND FLOOR, WALL AND BASE FINISHES UNDER/BEHIND CABINETS AND FIXTURES. D.FINISHES TO BE AS PER LIST OF FINISHES. PLEASE REFER TO FINISH SCHEDULES AND DRAWINGS FOR FURTHER INFORMATION. E.SUBMIT PRODUCT DATA, PHYSICAL SAMPLES, AND A COMPLETE FLOORING SHOP DRAWING FOR REVIEW. GYPSUM BOARD ASSEMBLIES A.PROVIDE 5/8" THICK, TYPE X, WALLBOARD CONSISTENT WITH METHODS DESCRIBED IN ASTM C840. EDGES TO BE TAMPERED. WALLBOARD IS MANUFACTURED BY NATIONAL GYPSUM WALLBOARD COMPANY (800/252-1065). ALL WALLS SHALL HAVE THIS TYPE WALLBOARD UNLESS AS SPECIFIED IN FOLLOWING PARAGRAPH. B.PROVIDE 5/8" THICK, WATER RESISTANT (GREENBOARD) AT ALL WET AREAS SUCH AS SINKS, U.N.O., ETC. C.WALLBOARD MUST BE STORED OFF THE GROUND AND UNDER COVER. SUPPORT THE ENTIRE LENGTH OF WALLBOARD. D.ALL NEW WALLS AND PATCHED WALLS ARE TO RECEIVE WALL TEXTURE MATCHING EXISTING ADJACENT TEXTURES. CONTRACTOR TO PROVIDE MOCK-UP IN FIELD TO CONFIRM TEXTURE MATCH PRIOR TO PROCEEDING. E.PROVIDE 5/8" THICK CEMENT BOARD BACKING UNITS AT ALL SCHEDULED WALL TILE. F.PROVIDE PAPER FACED, 90 DEGREE OUTSIDE CORNER BEAD FOR ALL WALLS. G.SUBMIT PRODUCT DATA SUBMITTAL FOR REVIEW. GYPSUM BOARD CEILINGS AND SOFFITS A.PROVIDE 5/8" THICK, TYPE X, WALLBOARD AS MANUFACTURED BY NATIONAL GYPSUM WALLBOARD COMPANY, OR EQUAL. B.WALLBOARD TO BE SUSPENDED WITH 20 GAUGE METAL HANGERS AND CHANNELS AT 24" O.C. C.SUBMIT PRODUCT DATA SUBMITTAL FOR REVIEW ACOUSTICAL CEILINGS A.ACOUSTICAL CEILING TILE SHALL BE 24" X 24" X 5/8", LAY-IN TYPE, BY ARMSTRONG (OR EQUAL) U.N.O. FISSURED, SQUARE LAY-IN; MEDIUM TEXTURE, WHITE. B.SUSPENSION GRID TO BE ARMSTRONG (OR EQUAL). MATCH EXISTING ADJACENT. C.SYSTEM TO BE INSTALLED COMPLETE WITH ALL COMPONENTS INCLUDING EDGE MOULDING AND TRIM, HANGER WIRES, ETC. D.SURFACE BURNING CHARACTERISTICS, TESTED AS PER ASTM E-84 AND COMPLYING TO ASTM E-1264 FOR CLASS A PRODUCTS: 12.FLAME SPREAD: 25 OR LESS 13.SMOKE DEVELOPED: 15 OR LESS D.CONTRACTOR SHALL SUBMIT SAMPLES FROM MANUFACTURERS WITH WRITTEN TEST DATA. E.REFER TO REFLECTED CEILING PLAN AND FINISH LEGEND FOR A COMPLETE LIST OF CEILING ASSEMBLIES. F.SUBMIT PRODUCT DATA SUBMITTAL FOR REVIEW. INTERIOR MASONRY VENEER A.PROVIDE QUALIFIED INSTALLER THAT IS EXPERIENCED MASON FAMILIAR WITH INSTALLATION PROCEDURES AND RELATED LOCAL, STATE, AND FEDERAL CODES. B.PROVIDE AND INSTALL SPECIFIED STONE VENEER PRODUCT AS SHOWN ON DRAWINGS, TO INCLUDE MATCHING CORNER PIECES. C.PREPARE SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE TYPE OF SUBSTRATE BEING COVERED. D.PROVIDE POLYMER MODIFIED MORTAR COMPLYING WITH ANSI A118.4. E.INSTALL AND CLEAN STONE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR JOINTLESS / DRY-STACKED INSTALLATION. CONTRACTOR SHALL MIX STONE PANELS AND INSTALL IN A MANNER TO ELIMINATE PATTERNING. F.PROTECT ADJACENT WORK FROM CONTACT WITH MORTAR. G.CLEAN VENEER UNITS WITH SOFT BRISTLE BRUSH AND WATER / GRANULATED DETERGENT SOLUTION. RINSE IMMEDIATELY WITH CLEAN WATER; ALLOW TO DRY. H.SUBMIT PRODUCT DATA SUBMITTAL FOR REVIEW. FLOORING TRANSITIONS A.REFER TO FINISH PLAN AND LEGEND FOR DETAILED DESCRIPTION OF SPECIFIED PRODUCTS. B.RAMP SUBFLOOR FOR LEVEL TRANSITION WHERE FLOOR FINISHES HAVE DIFFERENT MATERIAL THICKNESSES.ALL FLOOR RAMPING COSTS SHALL BE CARRIED IN BASE BID C.PROVIDE METAL SCHLUTER EDGE, SCHIENE PROFILE, BETWEEN PORCELAIN OR CERAMIC TILE AND ADJACENT FLOORING MATERIALS. ADJACENT MATERIAL TO BE RAMPED UP TO MEET THE INSTALLED THICKNESS OF TILE FLOORING. D.ENSURE SUBFLOOR IS FLUSH AND LEVEL FOR RECEIPT OF SPECIFIED PRODUCT, ESPECIALLY WHEN NEW MATERIAL IS RESILIENT TILE. E. PROVIDE SAMPLE SUBMITTAL. REFERENCE TRANSITION LOCATIONS IN FLOORING SHOP DRAWING. SHEET CARPETING A.REFER TO FINISH PLAN AND LEGEND FOR DETAILED DESCRIPTION OF SPECIFIED PRODUCTS. B.PROVIDE INSTALLATION ACCESSORIES, SUCH AS TROWELABLE LEVELING AND PATCHING COMPOUNDS, ADHESIVES, TACKLESS STRIPPINGS, AND CARPET CUSHIONS PER THE MANUFACTURER'S INSTALLATION STANDARDS. C.ADHESIVES TO BE WATER-RESISTANT, MILDEW-RESISTANT, NOT-STAINING, PRESSURE-SENSITIVE TYPE TO SUIT PRODUCTS AND SUBFLOOR CONDITIONS INDICATED, THAT COMPLIES WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET TILE AND IS RECOMMENDED BY CARPET TILE MANUFACTURER FOR RELEASABLE INSTALLATION. D.TACKLESS STRIPPING TO BE WATER RESISTANT PLYWOOD STRIPS TO MATCH CUSHION THICKNESS. E.SEAM ADHESIVES TO BE HOT-MELT ADHESIVE TAPE OR SIMILAR RECOMMENDED BY CARPET MANUFACTURER. F.LEVELING AND PATCHING COMPOUNDS TO BE TROWELABLE, LATEX-MODIFIED, HYDRAULIC-CEMENT-BASED PROVIDED OR RECOMMENDED BY CARPET (OR CUSHION) MANUFACTURER. G.SUBMIT PRODUCT DATA, PHYSICAL SAMPLES, AND A COMPLETE FLOORING SHOP DRAWING FOR REVIEW. RESILIENT FLOORING A.REFER TO FINISH PLANS, FINISH SCHEDULE, AND FINISH LEGEND FOR DETAILED DESCRIPTION OF SPECIFIED PRODUCTS. B.PROVIDE INSTALLATION ACCESSORIES, SUCH AS TROWELABLE LEVELING AND PATCHING COMPOUNDS, AND ADHESIVES PER THE MANUFACTURER'S INSTALLATION STANDARDS. C. ADHESIVES TO BE WATER-RESISTANT, MILDEW-RESISTANT, NOT-STAINING, PRESSURE-SENSITIVE TYPE TO SUIT PRODUCTS AND SUBFLOOR CONDITIONS INDICATED. D.INSTALL FLOOR TILES FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS, DISCOUNTING MINOR OFFSETS, SO TILES AT OPPOSITE EDGES OF ROOM ARE OF EQUAL WIDTH. ADJUST AS NECESSARY TO AVOID USING CUT WIDTHS THAT EQUAL LESS THAN ONE THIRD TILE AT PERIMETER. E.LAY TILES IN PATTERN / WOOD GRAIN IN DIRECTION AS INDICATED ON FINISH PLANS. F.SUBMIT PRODUCT DATA, PHYSICAL SAMPLES, AND A COMPLETE FLOORING SHOP DRAWING FOR REVIEW. CERAMIC TILE A.REFER TO FINISH PLANS, FINISH SCHEDULE, AND FINISH LEGEND FOR DETAILED DESCRIPTION OF SPECIFIED PRODUCTS. B.INSTALLER QUALIFICATIONS TO BE A FIVE-STAR MEMBER OF NATIONAL TILE CONTRACTORS ASSOCIATION OR A TROWEL OF EXCELLENCE MEMBER OF THE TILE CONTRACTORS ASSOCIATION OF AMERICA OR EQUIVALENT TRADE ORGANIZATION MEMBERSHIP. INSTALLER EMPLOYS CERAMIC TILE EDUCATION FOUNDATION CERTIFIED INSTALLERS OR INSTALLER RECOGNIZED BY THE U.S. DEPARTMENT OF LABOR AS JOURNEYMAN TILE LAYERS. C.STORE TILE AND CEMENTITIOUS MATERIALS ON ELEVATED PLATFORMS, UNDER COVER AND IN A DRY LOCATION. D.FOR TILE EXHIBITING COLOR VARIATIONS WITHIN RANGES, BLEND TILES FROM A MINIMUM OF 5 SEPARATE CARTONS TO AVOID VARIATION BLOTCHING. E. INSTALL FLOOR PATTERNS AS SHOWN IN FINISH PLANS; F.INSTALL TILE TO MINIMIZE THE USE OF PIECES THAT ARE LESS THAN ONE-THIRD THE SIZE OF A FULL TILE, WHILE CENTERING THE INTENDED DESIGN. PROVIDE UNIFORM JOINT WIDTHS, UNLESS OTHERWISE INDICATED. G. PROVIDE SHOP DRAWINGS TO INDICATE ANY CHANGES TO THE DESIGN INTENT OF DRAWINGS, BASED ON INSTALLER'S FIELD VERIFICATIONS. H.PROVIDE SAMPLE SUBMITTALS OF GROUT, TILE, AND METAL EDGE ACCESSORIES. I.SUBMIT PRODUCT DATA, PHYSICAL SAMPLES, AND A COMPLETE FLOORING SHOP DRAWING FOR REVIEW. PLASTIC LAMINATE A.REFER TO FINISH PLANS, FINISH SCHEDULE, AND FINISH LEGEND FOR DETAILED DESCRIPTION OF SPECIFIED PRODUCTS. B.HIGH PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADES AS REQUIRED BY WOODWORK QUALITY STANDARD. C.HORIZONTAL SURFACES: GRADE HGL; VERTICAL SURFACES AND EDGES: GRADE VGS. D.PATTERN DIRECTION: VERTICAL FOR DRAWER FRONTS, DOORS, AND FIXED PANELS. E.INSTALL COUNTERTOPS LEVEL TO A TOLERANCE OF 1/8 INCH IN 8 FEET. F.PROVIDE SAMPLE SIZE OF 6" X 6" MINIMUM, FOR VERIFICATION. SUBMIT PRODUCT DATA, PHYSICAL SAMPLES, AND SHOP DRAWINGS FOR REVIEW. INTERIOR PAINTING A.PROVIDE SURFACE PREPARATION AND PAINTING FOR INTERIOR UNFINISHED SURFACES. B.PROVIDE SURFACE PREPARATION AND PAINTING OF EXPOSED MECHANICAL AND ELECTRICAL WORK. C.PROVIDE SURFACE PREPARATION AND REPAINTING AT AREAS OF REMODELING. D.CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF PAINTS, INCLUDING DUST, DIRT, OIL, GREASE AND INCOMPATIBLE PAINTS AND ENCAPSULANTS. E.PAINT ENTIRE SURFACE WHERE PATCH PAINTING IS REQUIRED. F.APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, ROLLER TRACKING, RUNS, SAGS, ROPINESS, OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES AND COLOR BREAKS. G.FOLLOW ANY AND ALL OF THE PROJECT FACILITY'S BUILDING STANDARDS FOR APPLICATION, STORAGE, AND CLEAN-UP. INTERIOR PAINTING SCHEDULE BELOW, REFER TO DRAWINGS FOR DETAILED LIST OF SPECIFIED PRODUCTS. 1. FERROUS METALS: OSGSEMI GLOSS-1 COAT RUST INHIBITING PRIMER, 2 COATS ALKYD ENAMEL. 2. GYPSUM WALLBOARD SUBSTRATES: A. WALLS, GENERAL: FL, FLAT - 1 COAT LATEX PRIMER, 2 COATS LATEX FINISH B. WALLS, WET AREAS: SEMIGLOSS - 1 COAT EPOXY PRIMER, 2 COATS EPOXY FINISH C. CEILING: FL, FLAT - 1 COAT LATEX PRIMER, 2 COATS LATEX FINISH. 3. WOOD: DOORS, TRIMS, MILLWORK: S-SATIN; 1 COAT LATEX PRIMER, 2 COATS LATEX FINISH. (SANDING BETWEEN COATS) I. SUBMIT PRODUCT DATA AND PAINT DRAWDOWNS FOR REVIEW. EXTERIOR PAINTING A.APPLY PAINTS ONLY WHEN TEMPERATURE OF SURFACES TO BE PAINTED AND AMBIENT AIR TEMPERATURES ARE BETWEEN 50 AND 95 DEG F. B.DO NOT APPLY PAINTS IN SNOW, RAIN, FOG, OR MIST; WHEN RELATIVE HUMIDITY EXCEEDS 85 PERCENT; AT TEMPERATURES LESS THAN 5 DEG F ABOVE THE DEW POINT; OR TO DAMP OR WET SURFACES. C.COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS IN "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL" APPLICABLE TO SUBSTRATES AND PAINT SYSTEMS INDICATED. D.PROVIDE SURFACE PREPARATION AND PAINTING FOR EXTERIOR UNFINISHED SURFACES. E.PROVIDE SURFACE PREPARATION AND PAINTING OF EXPOSED MECHANICAL AND ELECTRICAL WORK. F.PROVIDE SURFACE PREPARATION AND REPAINTING AT AREAS OF REMODELING. G.CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF PAINTS, INCLUDING DUST, DIRT, OIL, GREASE AND INCOMPATIBLE PAINTS AND ENCAPSULANTS. H.PAINT ENTIRE SURFACE WHERE PATCH PAINTING IS REQUIRED. I.APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, ROLLER TRACKING, RUNS, SAGS, ROPINESS, OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES AND COLOR BREAKS. J.FOLLOW ANY AND ALL OF THE PROJECT FACILITY'S BUILDING STANDARDS FOR APPLICATION, STORAGE, AND CLEAN-UP. EXTERIOR PAINTING SCHEDULE FOLLOWS, REFER TO DRAWINGS FOR DETAILED LIST OF SPECIFIED PRODUCTS. 1.FERROUS METALS: GLOSS (MPI GLOSS LEVEL 6)- (1 ) COAT RUST INHIBITING PRIMER, (2) COATS ALKYD ENAMEL. 2.GALVANIZED METAL: GLOSS (MPI GLOSS LEVEL 6)- (1 ) COAT GALVANIZED, CEMENTITIOUS PRIMER, (2) COATS EXTERIOR ALKYD ENAMEL. 3.ALUMINUM: GLOSS (MPI GLOSS LEVEL 6)- VINYL WASH PRIMER PRETREATMENT, (1 ) COAT QUICK DRY ALUMINUM PRIMER, (2) COATS ALKYD ENAMEL. K. SUBMIT PRODUCT DATA AND PAINT DRAWDOWNS FOR REVIEW. FINISH MATERIAL ATTIC STOCK A.CONTRACTOR SHALL INCLUDE IN THEIR BID PROVISIONS TO PROVIDE ATTIC STOCK FINISH MATERIALS PRIOR TO SUBSTANTIAL COMPLETION. THE FOLLOWING MATERIALS AND QUANTITIES SHALL BE PROVIDED: 1. PAINT - 2 GALLONS OF ALL PAINTS, AND SHEENS, SPECIFIED IN DRAWINGS. 2. CERAMIC TILE - ONE (1) BOX OF EACH TILE SPECIFIED IN DRAWINGS. 3. LVT - LUXURY VINYL TILE- FIVE (5) BOXES OF EACH LVT PLANKS SPECIFIED IN DRAWINGS. 4. ACT - FOUR (4) BOXES OF ACOUSTIC CEILING TILES SPECIFIED IN DRAWINGS. 5. CARPET - 15 FT WIDE x 60 LINEAR FEET ROLL OF CARPETS SPECIFIED IN DRAWINGS. WINDOW TREATMENT - FABRIC ROLLER SHADE A.FABRIC WINDOW ROLLER SHADE SYSTEM COMPLETE WITH MOUNTING BRACKETS, ROLLER TUBES, HEMBARS, HARDWARE AND ACCESSORIES. B.SMOOTH, MANUAL OPERATION RAISING OR LOWERING SHADES; MANUFACTURER'S STANDARD CLUTCH OPERATOR, DRIVE CHAIN AND LIFT ASSIST MECHANISMS IF REQUIRED. C.CEILING MOUNTED. D.COMPONENTS CAPABLE OF BEING REMOVED OR ADJUSTED WITHOUT REMOVING MOUNTED SHADE BRACKETS, OR CASSETTE SUPPORT CHANNEL E.BASIS OF DESIGN: URBANSHADE SYSTEM M1-01.4-006, AS MANUFACTURED BY MECHO. F.ACCEPTABLE ALTERNATES: COMPARABLE PRODUCTS BY DRAPER, INC. OR VEROSL USA, INC. G.CONTRACTOR REQUIRED TO FIELD VERIFY ALL WINDOW/WALL OPENING DIMENSIONS. H.PROVIDE COMPLETE SHOP DRAWINGS AND PRODUCT SAMPLES FOR REVIEW. PROVIDE MANUFACTURER'S STANDARD WARRANTY. SPECIFICATIONS 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 LO EB, BP SPECIFICATIONS G004 LE EB, BP EXISTING SITE PLAN A001 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 EXISTING SITE PLAN1SCALE: 1/16" = 1'-0"N 2'-0" 2'-0 " 7'-4 " 10" 10" PRE-CAST CONCRETE CAP (ABOVE) STACKED STONE PILLAR CRAFTSMAN STYLED, ORNAMENTAL FASTENERS. TYP. ALL SIGHT-EXPOSED FASTENERS DOUBLE 2X6 TREATED WOOD POST PRECAST CONCRETE BASE TREATED AND STAINED KNOTTY CEDAR PLANK SHEATHING OVER EXTERIOR GRADE PLYWOOD. SECURED TO POSTS. NEW LANDSCAPING: LOW STONE BLOCK/ROCK WALL, MULCH BED AND PERRENIAL LANDSCAPING NEW IN-GROUND SPOT LIGHTING. EXISTING CONDUIT, POWER AND CONTROLS TO REMAIN. REFER TO ELECTRICAL DRAWINGS. A002 2 A002 4 A002 3 CAST-IN-PLACE CONCRETE FOOTINGS, EXTENDED DOWN TO FROST DEPTH DOUBLE 2X6 TREATED WOOD POST STACKED STONE PILLAR PRE-CAST CONCRETE CAP 2X12 WOOD LINTELS. LINTELS TO BE CUT/SHAPED TO MIMIC MOUNTAIN PROFILE. MINIMUM LINTEL DEPTH TO BE 4". TREATED AND STAINED KNOTTY CEDAR PLANK SHEATHING OVER EXTERIOR GRADE PLYWOOD. SECURED TO POSTS. 8" DIMENSIONAL METAL LETTERS ON STANDOFFS 4" DIMENSIONAL METAL LETTERS ON STANDOFFS 3" DIMENSIONAL METAL LETTERS ON STANDOFFS CRAFTSMAN STYLED, ORNAMENTAL FASTENERS WITH BLACK POWDER COAT FINISH. TYP. ALL SIGHT-EXPOSED FASTENERS 6' - 4 " 2' - 0 " 3' - 4 " 1' - 0 " ORNAMENTAL FOOTING CAP, BLACK POWDER COAT FINISH 6' - 8 " 6' - 4 " 4" CAST-IN-PLACE CONCRETE FOOTINGS, EXTENDED DOWN TO FROST DEPTH ORNAMENTAL FOOTING CAP, BLACK POWDER COAT FINISH CRAFTSMAN STYLED, ORNAMENTAL FASTENERS WITH BLACK POWDER COAT FINISH. TYP. ALL SIGHT-EXPOSED FASTENERS STACKED STONE PILLAR, BEYOND 2X12 WOOD LINTELS. LINTELS TO BE CUT/SHAPED TO MIMIC MOUNTAIN PROFILE. MINIMUM LINTEL DEPTH TO BE 4". DOUBLE 2X6 TREATED WOOD POST PRE-CAST CONCRETE CAP 1'-6" 1' - 6 " 3" 3" 3" 2'-0" 2' - 0 " STACKED STONE PANELS ADHERED TO EXTERIOR EXPOSURE PLYWOOD W/ MORTAR AS RECOMMENDED BY CAST STONE MANUFACTURER EXTERIOR EXPOSURE PLYWOOD FASTENED TO TREATED 2X6 BACKUP LUMBER. WRAP ALL SHEATHING IN BUILDING WRAP. INSTALL SELF HEALING FLEX WRAP AT ALL OUTSIDE CORNERS 3" CAST-IN-PLACE CONCRETE FOOTINGS, EXTENDED DOWN TO FROST DEPTH DOUBLE 2X6 TREATED WOOD POST STACKED STONE PILLAR PRE-CAST CONCRETE CAP 2X12 WOOD LINTELS. LINTELS TO BE CUT/SHAPED TO MIMIC MOUNTAIN PROFILE. MINIMUM LINTEL DEPTH TO BE 4". TREATED AND STAINED KNOTTY CEDAR PLANK SHEATHING OVER EXTERIOR GRADE PLYWOOD. SECURED TO POSTS. CRAFTSMAN STYLED, ORNAMENTAL FASTENERS WITH BLACK POWDER COAT FINISH. TYP. ALL SIGHT-EXPOSED FASTENERS 6' - 4 " 2' - 0 " 3' - 4 " 1' - 0 " ORNAMENTAL FOOTING CAP, BLACK POWDER COAT FINISH LO EB, BP SITE DETAILS A002 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 STREET SIGN AND LANDSCAPING1SCALE: 1/2" = 1'-0"N MONUMENT SIGN ELEVATION2SCALE: 1/2" = 1'-0" MONUMENT SIGN ELEVATION4SCALE: 1/2" = 1'-0" MONUMENT SIGN PLAN DETAIL5SCALE: 1/2" = 1'-0" MONUMENT SIGN ELEVATION3SCALE: 1/2" = 1'-0" NOTE: SIGNAGE PERMIT TO BE PULLED BE AWARDED CONTRACTOR 4'-4"±8'-3"3'-10"±3'-81 4"3'-4" ±4'-4"±8'-3" 3'-3"±1'-8"±4'-3" ±2'- 3 " 6'-4 " ±2'- 3 " ±2'- 3 " 6'-4 " ±2'- 3 " 1A 1A 1A 2A 1A 7A 1A1A 4B 1A 1A 2A 2C 1A 1A 2A 1A 2A 2A 2A 2A 2A 1A 1A 1A 2A 2A 1A 5B 5B 4A 6A 3A3D GARAGE OFFICE STAIR EMPLOYEE LOUNGE 158 JANITOR MECH MEDS 126 ED OFFICE 122 BOM OFFICE 124 TLT. 125 FILE 123 KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR 128 CORRIDOR 137 CORRIDOR 141 MC ACTIVITY 145 MECH / ELEC JAN.OFFICE 139 TOILET 138 LOBBY 118 RECEPTION 121 ELEVATOR EMR STOR. 120 AL DINING 134 SERVER STATION 133 PRIVATE DINING 132 MC DINING 135 COUNTRY KITCHEN 136 TOILET 159 VESTIBULE 117 6C6A 6A 5D 3A 3A 3A 3A 3A 6A 6A 5D 3A 6A 5D 3A 3C 3C 3B 4D 5B 3B 3B 4A 2C 2C 2B 2A 2C2C 2C 2C 2A 5B4A ELEVATOR WAITING 119 6D 5'-61 2" 2B 7C 7E 7D 7D 7D 7D 7D 7D 7D 7D 4D 1A 1A 2B 8'-51 4"3'-8" OFFICE OFFICE OFFICE 7E CORRIDOR 118 CORRIDOR 148 CORRIDOR 146 6C 6C 1B 1B 2A 6A 5C 5C 5C 5C 5C 2A UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 2C 2C 7G STAIR STAIR STAIR 118A 5B 3C 3B 3B 6E 3A LO EB, BP FIRST FLOOR DEMOLITION PLAN AD101 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 FIRST FLOOR DEMOLITION PLAN1SCALE: 1/8"=1'-0"N DEMOLITION GENERAL NOTES 1.PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. 2.EACH CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY CONDITIONS DIFFERENT FROM THOSE INDICATED IN THE DRAWINGS. 3.SCHEDULE DEMOLITION WORK WITH THE OWNER TO MINIMIZE DISRUPTION OF SERVICES AND PROVIDE FOR UNINTERRUPTED OPERATION OF THE FACILITY. 4.CONTRACTOR TO PROVIDE TEMPORARY CONSTRUCTION BARRIER (EDGEGUARD OR EQUAL) AT DEMOLITION ADJACENT TO OCCUPIED AREAS. TEMPORARY PARTITION SHALL ALSO INCLUDE ANY / ALL REQUIRED PROTOCOLS INCLUDING, BUT NOT LIMITED TO, STICKY FLOOR MATS ON BOTH SIDE OF ENTRY DOORS, HEPA FILTRATION, ETC. 5.PROTECT ALL EXISTING FINISHES AND FURNISHINGS TO REMAIN. CONTRACTOR TO REPAIR OR REPLACE DAMAGED ITEMS AT NO EXPENSE TO THE OWNER. 6.REMOVE EXTERIOR AND INTERIOR SIGNAGE, ARTWORK, DISPLAY BOARDS, MIRRORS, ETC. AS REQUIRED FOR NEW WORK. COORDINATE WITH OWNER ITEMS TO SALVAGE, STORE AND PROTECT FOR REINSTALLATION. 7.COORDINATE WITH OWNER THE OUTCOME OF ALL SALVAGEABLE FIXTURES, FURNITURE AND EQUIPMENT PRIOR TO REMOVAL OR DISCARDING. 8.FOR THE ENTIRE CONSTRUCTION ZONE, STRUCTURAL ITEMS SHALL NOT BE CORED OR DISTURBED IN ANY MANNER UNLESS NOTED OTHERWISE. 9.EXTERIOR WALL, INTERIOR FACE GYPSUM BOARD TO REMAIN THROUGHOUT THE PROJECT AREA UNLESS NOTED OTHERWISE. PATCH AND REPAIR AS REQUIRED FOLLOWING INTERIOR PARTITION DEMOLITION. 10.REMOVE WALL ASSEMBLIES NOTED FOR DEMOLITION TO THE UNDERSIDE OF THE STRUCTURE ABOVE UNLESS NOTED OTHERWISE. 11.COORDINATE REMOVAL, RELOCATION AND REROUTING AS REQUIRED OF ALL MECHANICAL, PLUMBING OR ELECTRICAL PIPES, CONDUITS, VENTS, CONTROLS, ETC. WHICH ARE LOCATED IN WALLS, FLOORS OR CEILINGS TO BE REMOVED. 12.COORDINATE CAPPING OF ALL MISCELLANEOUS SYSTEMS WHICH END AT FIXTURES, WALLS, FLOORS OR CEILINGS TO BE REMOVED. CAPPING SHALL BE COMPLETED IN SUCH A MANNER THAT WILL NOT INTERFERE WITH NEW WORK OR BE VISIBLE IN FINISHED SPACES. 13.REMOVE WINDOW TREATMENTS AT ALL EXISTING EXTERIOR WINDOWS. DEMOLITION LEGEND ITEMS TO BE REMOVED ITEMS TO REMAIN REMOVE EXISTING CEILING NOT IN CONTRACT DEMOLITION KEY NOTES # PARTITIONS & EXTERIOR WALLS 1A DEMOLISH EXISTING NON-STRUCTURAL PARTITION IN ITS ENTIRETY TO STRUCTURE ABOVE. REMOVE ALL ELECTRICAL, PLUMBING AND MECHANICAL ASSEMBLIES LOCATED IN THE PARTITION. REFER TO MEP DRAWINGS FOR MORE INFORMATION. EXISTING STRUCTURAL POSTS IN-WALL TO REMAIN. 1B REMOVE EXTERIOR FRAMING TO ACCOMMODATE NEW DOUBLE DOOR. HEADERS ABOVE TO REMAIN. OPENINGS 2A REMOVE EXISTING DOOR, DOOR FRAME AND ALL ASSOCIATED DOOR HARDWARE. 2B DEMO EXISTING VISION LITE AND ALL ASSOCIATED COMPONENTS. CONTRACTOR SHALL PATCH AND PAINT WALL FINISHES TO MATCH ADJACENT WALL. 2C CONTRACTOR SHALL PROTECT DOORS DURING CONSTRUCTION FROM DAMAGE. IN CASE OF DAMAGE, CONTRACTOR SHALL CORRECT AT NO EXTRA COST. FINISHES 3A DEMO CARPET PADDING AND ASSOCIATED BASE. PREPARE SUBSTRATE FOR NEW SCHEDULED FLOORING. 3B DEMO EXISTING LVT FLOORING AND ASSOCIATED RUBBER BASE. PREP SUBSTRATE FOR NEW SCHEDULED FLOORING. 3C REMOVE EXISTING CERAMIC TILE FLOORING AND WALL BASE. PREPARE SUBSTRATE TO A SMOOTH, LEVEL SURFACE AS REQUIRED FOR NEW WORK PER DRAWINGS AND SPECIFICATIONS. 3D REMOVE EXISTING WALLPAPER AND CHAIR RAILS ON ALL WALLS IN THIS SPACE. PREPARE WALLS FOR NEW LEVEL 4 FINISH. REFER TO FINISH SCHEDULE FOR MORE INFORMATION. CASEWORK 4A REMOVE EXISTING COUNTERTOP AND BASE CABINETS. CONTRACTOR SHALL PATCH WALL SCHEDULED TO RECEIVE NEW PAINT. 4B DEMO RECEPTION DESK AND ASSOCIATED COUNTERTOP, BASE CABINETS, AND MOUNTING HARDWARE. CONTRACTOR SHALL PATCH AND PAINT ADJOINING WALL BEFORE INSTALLATION OF NEW RECEPTION DESK AND FINISHES. 4C DEMO WALL MOUNTED CABINETS AND MOUNTING HARDWARE. 4D REMOVE EXISTING COUNTERTOP, BASE CABINETS, UPPER CABINETS AND ASSOCIATED PLUMBING FIXTURES. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. PLUMBING & ELECTRICAL 5A NOT USED. 5B REMOVE EXISTING PLUMBING FIXTURES TO ALLOW FOR INSTALL OF NEW FLOOR / WALL TILE. REINSTALL FIXTURE AFTER NEW FLOOR / WALL TILE IS IN PLACE. 5B REMOVE EXISTING PLUMBING FIXTURES, PIPING, HANGERS, CARRIERS, AND TOILET ACCESSORIES. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 5C CONTRACTOR SHALL PROTECT EXISTING PACKAGED TERMINAL AC UNIT DURING CONSTRUCTION TO AVOID DAMAGE. CONTRACTOR SHALL SERVICE UNIT TO ENSURE PROPER FUNCTION. 5D REMOVE EXISTING ELECTRICAL LIGHT FIXTURES AND ALL ASSOCIATED COMPONENTS IN THE CEILING AND WALLS. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 5E REMOVE EXISTING TUB AND ASSOCIATED PLUMBING. REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION. CEILING 6A REMOVE EXISTING ACOUSTICAL CEILING SYSTEM IN ITS ENTIRETY INCLUDING TILES, METAL TEES, EDGE ANGLES, SUPPORT WIRES AND ALL CEILING MOUNTED DEVICES. TEMPORARILY SUPPORT ANY DEVICES SCHEDULED TO BE RE-INSTALLED IN NEW CEILING. 6B NOT USED. 6C REMOVE GYPSUM BOARD CEILING, ITS SUPPORT STRUCTURE AND ALL CEILING MOUNTED DEVICES. TEMPORARILY SUPPORT ANY DEVICES SCHEDULED TO BE RE-INSTALLED IN NEW CEILING. 6D REMOVE EXISTING GYP BOARD SOFFIT IN HATCHED AREA. PATCH GYPSUM CEILING ABOVE AS NECESSARY. 6E REMOVE EXISTING ACOUSTICAL CEILING TILES TO BE REPLACED WITH NEW. EXISTING CEILING GRID TO REMAIN. MISCELLANEOUS 7A REMOVE FINISHES AND FIREPLACE INSERT. CAP AND ABANDON CHIMNEY FLUE. 7B REMOVE EXISTING MEMORY CARE BOXES TO REPLACE WITH NEW SURFACE MOUNTED MEMORY CARE BOXES. 7C PROTECT EXISTING NURSE CALL AND FIRE ALARM SYSTEMS TO REMAIN. 7D REMOVE ALL WALL MOUNTED ART FRAMES. CONTRACTOR SHALL TURN OVER TO OWNER. 7E REMOVE EXISTING WALL MOUNTED TV AND ASSOCIATED HARDWARE. CONTRACTOR SHALL COORDINATE WITH OWNER FOR NEW LOCATION. 7F REMOVE EXISTING LAUNDRY EQUIPMENT AND APPLIANCES. CAP EXISTING PLUMBING AND WASTE LINES IN-WALL. 7G RELOCATE EXISTING FIRE ALARM PANEL. 7H REMOVE EXISTING SALON EQUIPMENT. RE-WORK EXISTING PLUMBING ROUGH-IN FOR SPECIFIED SINK. 14'-0" 2A 1A 2A 1A 2A UNIT CORRIDOR 228 ACTIVITY 232 CLOSET 233 ELEVATOR LINEN TLT. 236 LAUNDRY 238 MECH / ELEC JANITOR STAIR 118A 3B 3C 5E 2C 3C 2C 2C 3B 7D CORRIDOR 229 CORRIDOR 241 CORRIDOR 237 CORRIDOR 239 7F 6C 6C UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT 1A 4A STAIR STAIR STAIR 5B 1A 1A 4A 7H 3A LO EB, BP SECOND FLOOR DEMOLITION PLAN AD102 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 SECOND FLOOR DEMOLITION PLAN1SCALE: 1/8"=1'-0"N DEMOLITION GENERAL NOTES 1.PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. 2.EACH CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY CONDITIONS DIFFERENT FROM THOSE INDICATED IN THE DRAWINGS. 3.SCHEDULE DEMOLITION WORK WITH THE OWNER TO MINIMIZE DISRUPTION OF SERVICES AND PROVIDE FOR UNINTERRUPTED OPERATION OF THE FACILITY. 4.CONTRACTOR TO PROVIDE TEMPORARY CONSTRUCTION BARRIER (EDGEGUARD OR EQUAL) AT DEMOLITION ADJACENT TO OCCUPIED AREAS. TEMPORARY PARTITION SHALL ALSO INCLUDE ANY / ALL REQUIRED PROTOCOLS INCLUDING, BUT NOT LIMITED TO, STICKY FLOOR MATS ON BOTH SIDE OF ENTRY DOORS, HEPA FILTRATION, ETC. 5.PROTECT ALL EXISTING FINISHES AND FURNISHINGS TO REMAIN. CONTRACTOR TO REPAIR OR REPLACE DAMAGED ITEMS AT NO EXPENSE TO THE OWNER. 6.REMOVE EXTERIOR AND INTERIOR SIGNAGE, ARTWORK, DISPLAY BOARDS, MIRRORS, ETC. AS REQUIRED FOR NEW WORK. COORDINATE WITH OWNER ITEMS TO SALVAGE, STORE AND PROTECT FOR REINSTALLATION. 7.COORDINATE WITH OWNER THE OUTCOME OF ALL SALVAGEABLE FIXTURES, FURNITURE AND EQUIPMENT PRIOR TO REMOVAL OR DISCARDING. 8.FOR THE ENTIRE CONSTRUCTION ZONE, STRUCTURAL ITEMS SHALL NOT BE CORED OR DISTURBED IN ANY MANNER UNLESS NOTED OTHERWISE. 9.EXTERIOR WALL, INTERIOR FACE GYPSUM BOARD TO REMAIN THROUGHOUT THE PROJECT AREA UNLESS NOTED OTHERWISE. PATCH AND REPAIR AS REQUIRED FOLLOWING INTERIOR PARTITION DEMOLITION. 10.REMOVE WALL ASSEMBLIES NOTED FOR DEMOLITION TO THE UNDERSIDE OF THE STRUCTURE ABOVE UNLESS NOTED OTHERWISE. 11.COORDINATE REMOVAL, RELOCATION AND REROUTING AS REQUIRED OF ALL MECHANICAL, PLUMBING OR ELECTRICAL PIPES, CONDUITS, VENTS, CONTROLS, ETC. WHICH ARE LOCATED IN WALLS, FLOORS OR CEILINGS TO BE REMOVED. 12.COORDINATE CAPPING OF ALL MISCELLANEOUS SYSTEMS WHICH END AT FIXTURES, WALLS, FLOORS OR CEILINGS TO BE REMOVED. CAPPING SHALL BE COMPLETED IN SUCH A MANNER THAT WILL NOT INTERFERE WITH NEW WORK OR BE VISIBLE IN FINISHED SPACES. 13.REMOVE WINDOW TREATMENTS AT ALL EXISTING EXTERIOR WINDOWS. DEMOLITION LEGEND ITEMS TO BE REMOVED ITEMS TO REMAIN REMOVE EXISTING CEILING NOT IN CONTRACT DEMOLITION KEY NOTES # PARTITIONS & EXTERIOR WALLS 1A DEMOLISH EXISTING NON-STRUCTURAL PARTITION IN ITS ENTIRETY TO STRUCTURE ABOVE. REMOVE ALL ELECTRICAL, PLUMBING AND MECHANICAL ASSEMBLIES LOCATED IN THE PARTITION. REFER TO MEP DRAWINGS FOR MORE INFORMATION. EXISTING STRUCTURAL POSTS IN-WALL TO REMAIN. 1B REMOVE EXTERIOR FRAMING TO ACCOMMODATE NEW DOUBLE DOOR. HEADERS ABOVE TO REMAIN. OPENINGS 2A REMOVE EXISTING DOOR, DOOR FRAME AND ALL ASSOCIATED DOOR HARDWARE. 2B DEMO EXISTING VISION LITE AND ALL ASSOCIATED COMPONENTS. CONTRACTOR SHALL PATCH AND PAINT WALL FINISHES TO MATCH ADJACENT WALL. 2C CONTRACTOR SHALL PROTECT DOORS DURING CONSTRUCTION FROM DAMAGE. IN CASE OF DAMAGE, CONTRACTOR SHALL CORRECT AT NO EXTRA COST. FINISHES 3A DEMO CARPET PADDING AND ASSOCIATED BASE. PREPARE SUBSTRATE FOR NEW SCHEDULED FLOORING. 3B DEMO EXISTING LVT FLOORING AND ASSOCIATED RUBBER BASE. PREP SUBSTRATE FOR NEW SCHEDULED FLOORING. 3C REMOVE EXISTING CERAMIC TILE FLOORING AND WALL BASE. PREPARE SUBSTRATE TO A SMOOTH, LEVEL SURFACE AS REQUIRED FOR NEW WORK PER DRAWINGS AND SPECIFICATIONS. 3D REMOVE EXISTING WALLPAPER AND CHAIR RAILS ON ALL WALLS IN THIS SPACE. PREPARE WALLS FOR NEW LEVEL 4 FINISH. REFER TO FINISH SCHEDULE FOR MORE INFORMATION. CASEWORK 4A REMOVE EXISTING COUNTERTOP AND BASE CABINETS. CONTRACTOR SHALL PATCH WALL SCHEDULED TO RECEIVE NEW PAINT. 4B DEMO RECEPTION DESK AND ASSOCIATED COUNTERTOP, BASE CABINETS, AND MOUNTING HARDWARE. CONTRACTOR SHALL PATCH AND PAINT ADJOINING WALL BEFORE INSTALLATION OF NEW RECEPTION DESK AND FINISHES. 4C DEMO WALL MOUNTED CABINETS AND MOUNTING HARDWARE. 4D REMOVE EXISTING COUNTERTOP, BASE CABINETS, UPPER CABINETS AND ASSOCIATED PLUMBING FIXTURES. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. PLUMBING & ELECTRICAL 5A NOT USED. 5B REMOVE EXISTING PLUMBING FIXTURES TO ALLOW FOR INSTALL OF NEW FLOOR / WALL TILE. REINSTALL FIXTURE AFTER NEW FLOOR / WALL TILE IS IN PLACE. 5B REMOVE EXISTING PLUMBING FIXTURES, PIPING, HANGERS, CARRIERS, AND TOILET ACCESSORIES. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 5C CONTRACTOR SHALL PROTECT EXISTING PACKAGED TERMINAL AC UNIT DURING CONSTRUCTION TO AVOID DAMAGE. CONTRACTOR SHALL SERVICE UNIT TO ENSURE PROPER FUNCTION. 5D REMOVE EXISTING ELECTRICAL LIGHT FIXTURES AND ALL ASSOCIATED COMPONENTS IN THE CEILING AND WALLS. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 5E REMOVE EXISTING TUB AND ASSOCIATED PLUMBING. REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION. CEILING 6A REMOVE EXISTING ACOUSTICAL CEILING SYSTEM IN ITS ENTIRETY INCLUDING TILES, METAL TEES, EDGE ANGLES, SUPPORT WIRES AND ALL CEILING MOUNTED DEVICES. TEMPORARILY SUPPORT ANY DEVICES SCHEDULED TO BE RE-INSTALLED IN NEW CEILING. 6B NOT USED. 6C REMOVE GYPSUM BOARD CEILING, ITS SUPPORT STRUCTURE AND ALL CEILING MOUNTED DEVICES. TEMPORARILY SUPPORT ANY DEVICES SCHEDULED TO BE RE-INSTALLED IN NEW CEILING. 6D REMOVE EXISTING GYP BOARD SOFFIT IN HATCHED AREA. PATCH GYPSUM CEILING ABOVE AS NECESSARY. 6E REMOVE EXISTING ACOUSTICAL CEILING TILES TO BE REPLACED WITH NEW. EXISTING CEILING GRID TO REMAIN. MISCELLANEOUS 7A REMOVE FINISHES AND FIREPLACE INSERT. CAP AND ABANDON CHIMNEY FLUE. 7B REMOVE EXISTING MEMORY CARE BOXES TO REPLACE WITH NEW SURFACE MOUNTED MEMORY CARE BOXES. 7C PROTECT EXISTING NURSE CALL AND FIRE ALARM SYSTEMS TO REMAIN. 7D REMOVE ALL WALL MOUNTED ART FRAMES. CONTRACTOR SHALL TURN OVER TO OWNER. 7E REMOVE EXISTING WALL MOUNTED TV AND ASSOCIATED HARDWARE. CONTRACTOR SHALL COORDINATE WITH OWNER FOR NEW LOCATION. 7F REMOVE EXISTING LAUNDRY EQUIPMENT AND APPLIANCES. CAP EXISTING PLUMBING AND WASTE LINES IN-WALL. 7G RELOCATE EXISTING FIRE ALARM PANEL. 7H REMOVE EXISTING SALON EQUIPMENT. RE-WORK EXISTING PLUMBING ROUGH-IN FOR SPECIFIED SINK. GARAGE OFFICE STAIR EMPLOYEE LOUNGE 158 JANITOR MECH TLT. 125 KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR 128 CORRIDOR 137 CORRIDOR 141 MC ACTIVITY 145 MECH / ELEC JAN.OFFICE 139 TOILET 138 LOBBY 118 RECEPTION 121 ELEVATOR EMR STOR. 120 AL DINING 134 SERVER STATION 133 PRIVATE DINING 132 MC DINING 135 TOILET 159 VESTIBULE 117 ELEVATOR WAITING 119 OFFICE OFFICE OFFICE CORRIDOR 118 CORRIDOR 148 CORRIDOR 146 UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT STAIR STAIR STAIR 118A 8'-3"5'-101 2"10'-11 2"3'-8" 11 " 1' - 6 " 8' - 9 " 3'-6" 10'-11 4"6'-93 4" 8'-9" 3' - 6 " 13 ' - 3 " 6'-0"8'-0" 10 ' - 2 1 4" 3' - 0 " C L R . 2'-1" 3'-10" COUNTRY KITCHEN 136 A601 3 2 A501 3 A501 A60117 A601 13 A60116 11'-41 4"A601 15 A60115 8'-53 8" A6 9 A921 125 1 1 8 A921 A601 14 1'-6" SALES 127 MEDS 126 ED OFFICE 124 BOM OFFICE 122 3'-41 4" COPY 123 127 10 ' - 4 3 4" 10'-45 8" 8' - 5 3 4" 6'-6" CALMING SPACE 140 124 3'-81 4" 5'-11" 117B 117A 1 A501 A601 23 A601 18 MC LIVING 137 4'-111 2" 5' - 4 1 4" 1'-2" 123 1A 6 1A 6 5'-0" CLR 21 ' - 2 1 4" 9' - 4 " 4' - 2 " 4' - 2 " 2' - 1 0 3 4" 15 ' - 1 0 " 31 ' - 5 1 4" 7' - 0 " 8' - 5 1 2" 9' - 1 1 " PP PPAO AO PP PP SIM A601 24 1A6 5'-0" 2'-3" FE C 3 LO EB, BP FIRST FLOOR CONSTRUCTION PLAN A101 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 FIRST FLOOR CONSTRUCTION PLAN1SCALE: 1/8"=1'-0"N CONSTRUCTION GENERAL NOTES 1.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON FLOOR PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT. FLOOR PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2.ALL NEW WALLS TO BE TYPE A4 UNLESS NOTED OTHERWISE. 3.ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED AND SHALL RECEIVE SMOOTH TEXTURE. 4.ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED, SHALL NOT VARY MORE THAN +/- 1 8" WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES, UNO. 5.ALL OUTSIDE CORNERS TO RECEIVE RADIUS TRIM. 6.ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. 7.REFER TO MILLWORK DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL / MILLWORK CONDITIONS. 8.CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED METAL STRAPPING OR FIRE TREATED WOOD BLOCKING FOR INSTALLATION OF ACCESSORIES AND NEW MILLWORK. 9.REFER TO GENERAL SHEETS FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, AND ABBREVIATIONS. 10.ALL FLOOR SLAB & WALL PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. ALL PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED WITH APPLICABLE UL LISTED ASSEMBLY. 11."ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 12.PROVIDE ACCESS PANELS WHERE REQUIRED FOR ACCESS TO MECHANICAL AND / OR ELECTRICAL ITEMS. VERIFY WITH MECHANICAL AND ELECTRICAL AND COORDINATE EXACT LOCATION WITH ARCHITECT IF LOCATED IN FINISHED SPACES. 13.PIPING, CONDUITS, AND RELATED MECHANICAL AND ELECTRICAL ITEMS SHALL BE CONCEALED WITHIN GYPSUM BOARD FURRING IN FINISHED SPACES WHETHER SHOWN ON DRAWINGS OR NOT. 14.FOR ALL AREAS SCHEDULED TO RECEIVE NEW FINISHES, EXISTING FINISHES ARE TO BE REMOVED AND SUBSTRATE IS TO BE PREPPED IN ACCORDANCE WITH SPECIFIED FINISH MANUFACTURER'S INSTALLATION STANDARDS. 15.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL REQUIRED UTILITY SHUT-DOWNS WITH THE FACILITY DIRECTOR. 16.ALL GYPSUM BOARD TO BE MOLD RESISTANT WHEN INSTALLED ON WALLS THAT INCLUDE PLUMBING FIXTURES. CONSTRUCTION KEY NOTESCONSTRUCTION LEGEND 1.NEW BUILT-IN WATER VAPOR FIREPLACE. CONTRACTOR SHALL INSTALL NEW EQUIPMENT AS REQUIRED. REFER TO A601 AND A701 FOR MORE INFO. 2.NEW BIG E (MODEL XTW6035) TUB, REFER TO A753. 3.NEW WALL MOUNTED FIRE EXTINGUISHER ITEMS TO REMAIN NEW CONSTRUCTION NOT IN CONTRACT UNIT CORRIDOR 228 ACTIVITY 232 ELEVATOR LINEN TLT. 236 MECH / ELEC JANITOR STAIR 118A CORRIDOR 229 CORRIDOR 241 CORRIDOR 237 CORRIDOR 239 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT STAIR STAIR STAIR 8' - 0 " 1'-6"10'-21 2" 1' - 6 " 5' - 1 0 3 4" A60125 A601 27 2610 ' - 1 1 8" 2'-1" STORAGE 232A 232A 2 64 ' - 3 3 4" 8' - 6 3 4" 8' - 1 0 " 17'-2"5'-103 4" SALON 238 A601 28 5' - 2 " 2' - 0 " 3' - 1 0 " 2'-1" LO EB, BP SECOND FLOOR CONSTRUCTION PLAN A102 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 SECOND FLOOR CONSTRUCTION PLAN1SCALE: 1/8"=1'-0"N CONSTRUCTION GENERAL NOTES 1.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON FLOOR PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT. FLOOR PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2.ALL NEW WALLS TO BE TYPE A4 UNLESS NOTED OTHERWISE. 3.ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED AND SHALL RECEIVE SMOOTH TEXTURE. 4.ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED, SHALL NOT VARY MORE THAN +/- 1 8" WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES, UNO. 5.ALL OUTSIDE CORNERS TO RECEIVE RADIUS TRIM. 6.ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. 7.REFER TO MILLWORK DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL / MILLWORK CONDITIONS. 8.CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED METAL STRAPPING OR FIRE TREATED WOOD BLOCKING FOR INSTALLATION OF ACCESSORIES AND NEW MILLWORK. 9.REFER TO GENERAL SHEETS FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, AND ABBREVIATIONS. 10.ALL FLOOR SLAB & WALL PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. ALL PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED WITH APPLICABLE UL LISTED ASSEMBLY. 11."ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 12.PROVIDE ACCESS PANELS WHERE REQUIRED FOR ACCESS TO MECHANICAL AND / OR ELECTRICAL ITEMS. VERIFY WITH MECHANICAL AND ELECTRICAL AND COORDINATE EXACT LOCATION WITH ARCHITECT IF LOCATED IN FINISHED SPACES. 13.PIPING, CONDUITS, AND RELATED MECHANICAL AND ELECTRICAL ITEMS SHALL BE CONCEALED WITHIN GYPSUM BOARD FURRING IN FINISHED SPACES WHETHER SHOWN ON DRAWINGS OR NOT. 14.FOR ALL AREAS SCHEDULED TO RECEIVE NEW FINISHES, EXISTING FINISHES ARE TO BE REMOVED AND SUBSTRATE IS TO BE PREPPED IN ACCORDANCE WITH SPECIFIED FINISH MANUFACTURER'S INSTALLATION STANDARDS. 15.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL REQUIRED UTILITY SHUT-DOWNS WITH THE FACILITY DIRECTOR. 16.ALL GYPSUM BOARD TO BE MOLD RESISTANT WHEN INSTALLED ON WALLS THAT INCLUDE PLUMBING FIXTURES. CONSTRUCTION KEY NOTESCONSTRUCTION LEGEND 1.NEW BUILT-IN WATER VAPOR FIREPLACE. CONTRACTOR SHALL INSTALL NEW EQUIPMENT AS REQUIRED. REFER TO A601 AND A701 FOR MORE INFO. 2.NEW BIG E (MODEL XTW6035) TUB, REFER TO A753. 3.NEW WALL MOUNTED FIRE EXTINGUISHER ITEMS TO REMAIN NEW CONSTRUCTION NOT IN CONTRACT GARAGE OFFICE STAIR EMPLOYEE LOUNGE 158 JANITOR MECH TLT. 125 KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR 128 CORRIDOR 137 CORRIDOR 141 MC ACTIVITY 145 MECH / ELEC JAN.OFFICE 139 TOILET 138 LOBBY 118 RECEPTION 121 ELEVATOR EMR STOR. 120 AL DINING 134 SERVER STATION 133 PRIVATE DINING 132 MC DINING 135 TOILET 159 VESTIBULE 117 ELEVATOR WAITING 119 OFFICE OFFICE OFFICE CORRIDOR 118 CORRIDOR 148 CORRIDOR 146 UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT STAIR STAIR STAIR 118A COUNTRY KITCHEN 136 SALES 127 MEDS 126 ED OFFICE 124 BOM OFFICE 122 COPY 123 CALMING SPACE 140 MC LIVING 137 B/ EXST ACT 8'-0" A.F.F. B/ GYP. 7'-10" A.F.F. B/ BEAM (TYP) 7'-10" A.F.F. T/ FIREPLACE 8'-0" A.F.F. B/ EXST GYP 7'-4"" A.F.F. B/ EXST GYP 9'-0" A.F.F. B/ EXST GYP 9'-0" A.F.F. B/ EXST GYP. 9'-0" B/ EXST GYP 8'-0" A.F.F. B / GYP 9'-0" A.F.F. B/ GYP 9'-0" A.F.F. B / GYP 7'-4" A.F.F. B/ GYP 8'-0" A.F.F. B/ ACT (TYP) 8'-0" A.F.F. B/ BEAM 7'-9" A.F.F. B/ BEAM 7'-9" A.F.F. B/ PL1 PLAM 6'-10" A.F.F. B/ ACT (TYP) 8'-0" A.F.F. B/ ACT 8'-0" A.F.F. B/ EXST GYP 9'-0" A.F.F. B/ GYP 7'-4" A.F.F. B/ EXST GYP. 9'-3" A.F.F. B/ GYP. 7'-6" A.F.F. B/ BEAM 7'-7" A.F.F. B/ GYP. 7'-6" A.F.F. B/ PL1 SOFFIT 7'-6" A.F.F. F1 F1F1 F1 F1F1F1 F1F1 F1 F1 F1F1 F1 F1 F1 F1 F1 F2F2F2F2 B/ EXST GYP 9'-0" A.F.F. F3 F3 F3 F3 F3 F3 F3 B/ EXST ACT 7'-8" A.F.F. B/ ACT (TYP) 8'-0" A.F.F. B/ ACT (TYP) 8'-0" A.F.F. B/ GYP. 7'-4" A.F.F. B/ GYP. 7'-4" A.F.F. 1'-6"4'-113 4"6"5'-3"1'-0" 8' - 6 1 2" 1' - 6 " 9 9 8 8'-3" 9' - 7 1 4" 6" 1 8 7 7 7 7 7 7 2 1 F4 F4 F4F4 F4 F4 F4 F4F4F4F4F4 F4 F4 F4 F4F4 F4 F4 F5 6 2 1'-0"5'-2"6"5'-2" 2'-0" 2'-0" 2' - 6 " 2'-0" 4' - 0 " 2'-0" 10'-0" EQ EQ 3'-21 2"6'-17 8"3'-21 2" F4 10 F4 6 F4 F4 F4 F4 F4 F4 B/ ACT (TYP) 8'-0" A.F.F. F3 F3 F3 F3 F1 B / GYP 7'-4" A.F.F. B/ ACT 8'-0" A.F.F. B/ GYP. 7'-6" A.F.F. B/ EXST GYP 9'-0" A.F.F. T/ FIREPLACE 9'-0" A.F.F. F2 2'-6" 2' - 1 " 2'-3"12'-21 4"2'-3" 2' - 3 " 12 ' - 1 0 3 8" 2' - 3 " 2'-3" 5'-71 4" 2'-3" B/ EXST GYP 8'-0" A.F.F. F5 B/ ACT (TYP) 8'-0" A.F.F. 10 6' - 5 " 8' - 6 " B/ EXST GYP. 8'-0" A.F.F. B/ EXST ACT. 8'-0" A.F.F. EQ EQ EQ 10'-4"10'-4"EQ 7' - 2 " B/ EXST ACT. 8'-0" A.F.F. 11 11 11 B/ EXST GYP 8'-0" A.F.F. 21 2 1 6 6 21 1' - 6 3 4" 2'-3" 4'-01 4" 2'-3"4' - 6 " EQ EQ EQEQ LO EB, BP FIRST FLOOR REFLECTED CEILING PLAN A201 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 FIRST FLOOR REFLECTED CEILING PLAN1SCALE: 1/8"=1'-0"N REFLECTED CEILING GENERAL NOTES 1.EACH CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY CONDITIONS DIFFERENT FROM THOSE INDICATED IN THE DRAWINGS. 2.CEILING HEIGHTS MUST BE VERIFIED AND COORDINATED WITH HVAC CONTRACTOR PRIOR TO INSTALLATION TO MAINTAIN DESIGNED HEIGHTS. 3.ARCHITECTURAL DRAWINGS SHALL GOVERN LOCATIONS OF ALL LIFE SAFETY DEVICES REQUIRED BY CODE AND ALL EMERGENCY LIGHTING FIXTURES. 4.ALL NEW CEILING GRID TO BE CENTERED IN ROOM UNLESS NOTED OTHERWISE. 5.ALL FIXTURES, SPRINKLER HEADS, DEVICES, SPEAKERS, ETC. TO BE CENTERED ON CEILING TILES UNLESS NOTED OTHERWISE. 6.FURNISH AND PROVIDE STEEL STUD SUPPORTS AS REQUIRED FOR CEILING MOUNTED FIXTURES AND EQUIPMENT. 7.PROVIDE ACCESS PANELS AS REQUIRED IN GYPSUM BOARD CEILINGS. CONTRACTOR TO COORDINATE LOCATION WITH ARCHITECT/ENGINEERS AND OWNER PRIOR TO INSTALLATION. 8.INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE AND THE LIKE, TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. 9.CONTRACTOR SHALL CLEAN AND RE-LAMP ALL EXISTING TO REMAIN LIGHT FIXTURES IN PROJECT SCOPE. 10.CONTRACTOR SHALL CLEAN ALL EXISTING TO REMAIN DIFFUSERS IN PROJECT SCOPE. 11.CONTRACTOR TO FIELD VERIFY EXISTING TYPES OF QUANTITIES OF THE BELOW, AND PROVIDE 1:1 REPLACEMENT AS FOLLOWS: 11.1. 2X2 TROFFER LIGHT FIXTURE F1 LITHONIA LIGHTING 2VTS2 40L ADSM EZ1 LP835 MSD7ADCX 11.2. 2X4 TROFFER LIGHT FIXTURE F2 LITHONIA LIGHTING 2VTS4 40L ADSM EZ1 LP835 MSD7ADCX 11.3. RECESSED DOWNLIGHT FIXTURE F3 GOTHAM EVO DOWNLIGHT 35/10 WR EZ1 11.4. SURFACE MOUNTED DECORATIVE LIGHT FIXTURE F4 KUZCO LIGHTING ESSEX LED FLUSHMOUNT; FINISH: BLACK WITH GOLD; SIZE: LARGE 11.5. WALL SCONCE LIGHT FIXTURE F5 KUZCO LIGHTING PRESTON LED WALL SCONCE; FINISH: BLACK WITH GOLD INTERIOR 11.6. CEILING ELEMENTS (HVAC TRIMS, SPEAKERS, ETC) TO BE REPLACED WITH THE SAME IN WHITE FINISH 11.7. WALL ELEMENTS (HVAC TRIMS, OUTLET AND SWITCH COVER PLATES/DEVICES, ETC; EXCLUDES FA DEVICES/PANELS) TO BE REPLACED WITH THE SAME IN WHITE FINISH 11.8. SHOULD ANY ADDITIONAL EXISTING CEILING OR WALL ELEMENTS NOT LISTED ABOVE REFLECTED CEILING LEGEND NEW 2x2 LAY-IN ACOUSTIC CEILING NEW GYPSUM WALLBOARD CEILING UNDER-CABINET FIXTURE RECESSED FIXTURE PENDANT FIXTURE REFLECTED CEILING KEY NOTES DIFFUSER GRILLE (REFER TO MECHANICAL DWGS.) RETURN AIR GRILLE (REFER TO MECHANICAL DWGS.) 1.EXISTING CEILING TO REMAIN. 2.PAINT EXISTING GYPSUM CEILING. REFER TO SHEET A721 FOR ADDITIONAL INFORMATION. 3.PAINT EXISTING SOFFIT. REFER TO SHEET A721 FOR ADDITIONAL INFORMATION. 4.NEW GYP. BOARD SOFFIT WITH COVE LIGHTING. IN AL DINING ROOM, RE-WORK SALVAGED COVE LIGHTING TO FIT IN NEW SOFFIT. REFER TO ELECTRICAL DRAWINGS. 5.CONTRACTOR SHALL PATCH AND PAINT EXISTING CEILING AND INSTALL NEW LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 6.REPLACE ALL EXISTING LIGHT FIXTURES WITH LED FIXTURES. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 7.NEW GYP. BOARD SOFFIT. REFER TO FINISH SCHEDULE FOR MORE INFO. 8.NEW FAUX BEAM WITH PL1 FINISH AS SCHEDULED. 9.NEW FAUX BEAM WITH PL2 FINISH AS SCHEDULED. 10.NEW PLAM SOFFIT. REFER TO FINISH SCHEDULE FOR MORE INFO. 11.REPLACE EXISTING ACOUSTICAL CEILING TILES WITH NEW. EXISTING GRID TO REMAIN, PAINT P2. 2'x4' RECESSED FIXTURE EXIT SIGN - CEILING MOUNTED; REFER TO ELECTRICAL DRAWINGS EXIT SIGN - WALL MOUNTED; REFER TO ELECTRICAL DRAWINGS ANY ARROW(S) SHOWN TO BE INCLUDED IN SIGN UNIT CORRIDOR 228 ACTIVITY 232 ELEVATOR LINEN TLT. 236 MECH / ELEC JANITOR STAIR 118A CORRIDOR 229 CORRIDOR 241 CORRIDOR 237 CORRIDOR 239 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT STAIR STAIR STAIR STORAGE 232A SALON 238 B/ EXST ACT 8'-0" A.F.F. B/ ACT 7'-6" A.F.F. B/ PL1 PLAM 6'-10" A.F.F. B/ EXST ACT 8'-0" A.F.F. B/ EXST ACT 8'-0" A.F.F. B/ EXST ACT 8'-0" A.F.F. B / GYP 6'-10" A.F.F. B / GYP 7'-2" A.F.F. B / GYP 7'-2" A.F.F. 7 7 10 1'-6" 1' - 6 " 2'-1"F3 F3 F3 F3 F3 F3 F3 F3 B/ EXST GYP. 8'-0" A.F.F. B/ EXST GYP. 8'-0" A.F.F. B/ EXST GYP 8'-0" A.F.F. 2 1 2 1 2 1 6 6 LO EB, BP SECOND FLOOR REFLECTED CEILING PLAN A202 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 SECOND FLOOR REFLECTED CEILING PLAN1SCALE: 1/8"=1'-0"N REFLECTED CEILING GENERAL NOTES 1.EACH CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY CONDITIONS DIFFERENT FROM THOSE INDICATED IN THE DRAWINGS. 2.CEILING HEIGHTS MUST BE VERIFIED AND COORDINATED WITH HVAC CONTRACTOR PRIOR TO INSTALLATION TO MAINTAIN DESIGNED HEIGHTS. 3.ARCHITECTURAL DRAWINGS SHALL GOVERN LOCATIONS OF ALL LIFE SAFETY DEVICES REQUIRED BY CODE AND ALL EMERGENCY LIGHTING FIXTURES. 4.ALL NEW CEILING GRID TO BE CENTERED IN ROOM UNLESS NOTED OTHERWISE. 5.ALL FIXTURES, SPRINKLER HEADS, DEVICES, SPEAKERS, ETC. TO BE CENTERED ON CEILING TILES UNLESS NOTED OTHERWISE. 6.FURNISH AND PROVIDE STEEL STUD SUPPORTS AS REQUIRED FOR CEILING MOUNTED FIXTURES AND EQUIPMENT. 7.PROVIDE ACCESS PANELS AS REQUIRED IN GYPSUM BOARD CEILINGS. CONTRACTOR TO COORDINATE LOCATION WITH ARCHITECT/ENGINEERS AND OWNER PRIOR TO INSTALLATION. 8.INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE AND THE LIKE, TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. 9.CONTRACTOR SHALL CLEAN AND RE-LAMP ALL EXISTING TO REMAIN LIGHT FIXTURES IN PROJECT SCOPE. 10.CONTRACTOR SHALL CLEAN ALL EXISTING TO REMAIN DIFFUSERS IN PROJECT SCOPE. 11.CONTRACTOR TO FIELD VERIFY EXISTING TYPES OF QUANTITIES OF THE BELOW, AND PROVIDE 1:1 REPLACEMENT AS FOLLOWS: 11.1. 2X2 TROFFER LIGHT FIXTURE F1 LITHONIA LIGHTING 2VTS2 40L ADSM EZ1 LP835 MSD7ADCX 11.2. 2X4 TROFFER LIGHT FIXTURE F2 LITHONIA LIGHTING 2VTS4 40L ADSM EZ1 LP835 MSD7ADCX 11.3. RECESSED DOWNLIGHT FIXTURE F3 GOTHAM EVO DOWNLIGHT 35/10 WR EZ1 11.4. SURFACE MOUNTED DECORATIVE LIGHT FIXTURE F4 KUZCO LIGHTING ESSEX LED FLUSHMOUNT; FINISH: BLACK WITH GOLD; SIZE: LARGE 11.5. WALL SCONCE LIGHT FIXTURE F5 KUZCO LIGHTING PRESTON LED WALL SCONCE; FINISH: BLACK WITH GOLD INTERIOR 11.6. CEILING ELEMENTS (HVAC TRIMS, SPEAKERS, ETC) TO BE REPLACED WITH THE SAME IN WHITE FINISH 11.7. WALL ELEMENTS (HVAC TRIMS, OUTLET AND SWITCH COVER PLATES/DEVICES, ETC; EXCLUDES FA DEVICES/PANELS) TO BE REPLACED WITH THE SAME IN WHITE FINISH 11.8. SHOULD ANY ADDITIONAL EXISTING CEILING OR WALL ELEMENTS NOT LISTED ABOVE REFLECTED CEILING LEGEND NEW 2x2 LAY-IN ACOUSTIC CEILING NEW GYPSUM WALLBOARD CEILING UNDER-CABINET FIXTURE RECESSED FIXTURE PENDANT FIXTURE REFLECTED CEILING KEY NOTES DIFFUSER GRILLE (REFER TO MECHANICAL DWGS.) RETURN AIR GRILLE (REFER TO MECHANICAL DWGS.) 1.EXISTING CEILING TO REMAIN. 2.PAINT EXISTING GYPSUM CEILING. REFER TO SHEET A721 FOR ADDITIONAL INFORMATION. 3.PAINT EXISTING SOFFIT. REFER TO SHEET A721 FOR ADDITIONAL INFORMATION. 4.NEW GYP. BOARD SOFFIT WITH COVE LIGHTING. IN AL DINING ROOM, RE-WORK SALVAGED COVE LIGHTING TO FIT IN NEW SOFFIT. REFER TO ELECTRICAL DRAWINGS. 5.CONTRACTOR SHALL PATCH AND PAINT EXISTING CEILING AND INSTALL NEW LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 6.REPLACE ALL EXISTING LIGHT FIXTURES WITH LED FIXTURES. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 7.NEW GYP. BOARD SOFFIT. REFER TO FINISH SCHEDULE FOR MORE INFO. 8.NEW FAUX BEAM WITH PL1 FINISH AS SCHEDULED. 9.NEW FAUX BEAM WITH PL2 FINISH AS SCHEDULED. 10.NEW PLAM SOFFIT. REFER TO FINISH SCHEDULE FOR MORE INFO. 11.REPLACE EXISTING ACOUSTICAL CEILING TILES WITH NEW. EXISTING GRID TO REMAIN, PAINT P2. 2'x4' RECESSED FIXTURE EXIT SIGN - CEILING MOUNTED; REFER TO ELECTRICAL DRAWINGS EXIT SIGN - WALL MOUNTED; REFER TO ELECTRICAL DRAWINGS ANY ARROW(S) SHOWN TO BE INCLUDED IN SIGN AL DINING 134 MC DINING 135 2'-10" COUNTRY KITCHEN 136 A6011 5' - 0 " 2' - 6 " 2'-6" 3' - 1 7 8"2'-5" 2 2' - 6 " 101 2"14'-103 4" FE C ALIGN R1" TYP . M I L L W O R K R A D I U S 12 TLT. 125 LOBBY 118 RECEPTION 121 ELEVATOR WAITING 119 3' - 0 " 2' - 6 7 8" 3' - 7 5 8" 4'-5"4'-51 2" 8 A601 109 A601 11 A60112 21 A601 22 1'-3" 1'-6" 10" A6 125 2'-1" 2' - 1 " 2'-1 1 " ED OFFICE 124 BOM OFFICE 122 COPY 123 127 124 123 1A6 1A6 6'-103 4"2'-0" A601 20 19 2' - 1 " 8' - 3 1 4" 10 " 10 " 2' - 1 1 1 2" 2'-45 8"2'-71 2"3'-3" 5' - 0 " 3'-0" R1" T Y P . M I L L W O R K R A D I U S AL DINING 134 SERVER STATION 133 2'-8"4'-71 2"2'-1" 7" 2' - 4 " 8' - 6 " 4' - 2 " 1' - 3 " 7' - 4 " 10 ' - 1 1 " 5 A601 46 A6017 103 8" 6' - 5 1 4" 2' - 1 " 5'-0"3'-61 8" 2' - 7 3 4" 1' - 6 1 4" 2' - 1 " 634" ALIGN R1" T Y P . M I L L W O R K R A D I U S 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 LO EB, BP ENLARGED FLOOR PLANS A501 SCALE : 1 / 4" = 1'-0" SERVER STATION4 SCALE : 1 / 4" = 1'-0" AL DINING3SCALE : 1 / 4" = 1'-0" SERVER STATION5 SCALE : 1 / 4" = 1'-0" SERVER STATION6SCALE : 1 / 4" = 1'-0" SERVER STATION7SCALE : 1 / 4" = 1'-0" RECEPTION9 SCALE : 1 / 4" = 1'-0" LOBBY13SCALE : 1 / 4" = 1'-0" LOBBY14 SCALE : 1 / 4" = 1'-0" COPY ROOM NORTHEAST19 SCALE : 1 / 4" = 1'-0"16 SCALE : 1 / 4" = 1'-0" RECEPTION10 SCALE : 1 / 4" = 1'-0" RECEPTION SCREEN WALL11 SCALE : 1 / 4" = 1'-0" ACTIVITY26SCALE : 1 / 4" = 1'-0" ACTIVITY27 NORTHWEST SOUTHWEST FIREPLACEFIREPLACE SCALE : 1 / 4" = 1'-0" COUNTRY KITCHEN1SCALE : 1 / 4" = 1'-0" COUNTRY KITCHEN2 GYP. BD. WALL; PAINTED P1 SCHEDULED CEILING NS3 NATURAL STONE COUNTERTOP GYP. BD. WALL; PL1 FINISH A931 10 SCHEDULED CEILING NS3 NATURAL STONE COUNTERTOP PL1 PLAM UPPER CABINET PL1 PLAM CABINET AND TOE KICK 2' - 1 0 " A931 9 SCHEDULED CEILING NS2 NATURAL STONE COUNTERTOP PL1 PLAM CABINET AND TOE KICK A931 5A 2' - 1 0 " A931 5A SCALE : 1 / 4" = 1'-0" RECEPTION8 A931 9 SCHEDULED CEILING NS2 NATURAL STONE COUNTERTOP A931 3 PL1 PLAM CABINET GYP. BD.WALL, PAINTED P3 2' - 6 " SCHEDULED BASE GYP. BD. WALL; PAINTED P3 SCHEDULED CEILING NS2 NATURAL STONE COUNTERTOP PL1 PLAM CABINET AND TOE KICK A931 2 SCHEDULED CEILING NS2 QUARTZ COUNTERTOP PL1 PLAM SCHEDULED CEILING NS3 NATURAL STONE COUNTERTOP PL1 PLAM A931 3 SCALE : 1 / 4" = 1'-0" RECEPTION12 GYP. BD. WALL; PAINTED P1 SCHEDULED CEILING A931 3 GYP. BD. WALL; PAINTED P1 SCHEDULED CEILING NS2 NATURAL STONE COUNTERTOP PL1 PLAM CABINETS W/ UNDERCABINET LIGHTING A931 6 SCHEDULED CEILING NS1 STACKED STONE NS2 NATURAL STONE BIRCH LOG SET NS2 NATURAL STONE NS2 NATURAL STONE NS2 NATURAL STONE, BEYOND SCHEDULED CEILING NS1 STACKED STONE 2' - 1 0 " 3' - 6 " 1' - 8 " THREE-SIDED FIREPLACE; REFER TO EQUIPMENT SCHEDULE THREE-SIDED FIREPLACE; REFER TO EQUIPMENT SCHEDULE BLACK PAINTED STEEL POSTS (6" x 6") BLACK PAINTED STEEL POSTS (6" x 6") SCALE : 1 / 4" = 1'-0" EMPLOYEE LOUNGE17 SCALE : 1 / 4" = 1'-0" LOBBY15 FIREPLACE SCHEDULED CEILING NS1 STACKED STONE TELEVISION ℄ AT 6'-3" A.F.F. THREE-SIDED FIREPLACE; REFER TO EQUIPMENT SCHEDULE PAINTED STEEL POST(6" x 6") 2' - 1 0 " SCHEDULED BASE GYP. BD. WALL; PAINTED P1 SCHEDULED CEILING NS2 NATURAL STONE COUNTERTOP & BACKSPLASH PL1 PLAM CABINET AND TOE KICK GYP. BD. WALL; PAINTED P1 SCHEDULED CEILING NS3 NATURAL STONE COUNTERTOP & BACKSPLASH PL1 PLAM CABINETS AND TOE KICK, LOCKING A931 5A 9' - 0 " 5'-0" 2' - 1 0 " 1' - 1 0 " PL1 PLAM CABINET AND TOE KICK BC33 BC24 SB30BC24 BC24 BT18 1' - 8 " 2' - 6 " W1536W3018W3024W3024W3024 FULL SIZE REFRIGERATOR PL1 PLAM UPPER CABINETS A931 4 A931 5A A931 8 A931 7 2' - 1 0 " BC36 BC24BC48BC32BC32BC32BC22 SD K-3324KATHRYNTOILETVITREOUS CHINA SCALE : 1 / 4" = 1'-0" TOILET21 K-3324KATHRYNTOILETVITREOUS CHINA SCALE : 1 / 4" = 1'-0" TOILET22 36" GRAB BAR HAND SOAP DISPENSER MIRROR NEW WALL MTD. HAND SINK FLOOR MTD. TOILET TOILET PAPER DISPENSER WASTE RECEPTACLE PAPER TOWEL DISPENSER FLOOR MTD. TOILET TOILET PAPER DISPENSER WASTE RECEPTACLE 42" GRAB BAR 18" GRAB BAR SCHEDULED BASE SCHEDULED BASE GYP. BD. WALL; PAINTED P1 (EPOXY) SCHEDULED CEILING GYP. BD. WALL; PAINTED P1 (EPOXY) SCHEDULED CEILING SOUTHWEST NORTHWEST 1'-6"1'-3" BC33 2' - 1 0 " NS2 NATURAL STONE COUNTERTOP & BACKSPLASH PL1 PLAM CABINET AND TOE KICK PL1 PLAM TOE KICK PL1 PLAM SCHEDULED CEILING GYP. BD. WALL; PAINTED P1 SCHEDULED CEILING NS2 NATURAL STONE COUNTERTOP & BACKSPLASH BC24 BC30 BC24 2' - 1 0 " 4' - 6 " NS2 NATURAL STONE COUNTERTOP PL1 PLAM END PANEL GYP BD. WALL; PL1 FINISH SCHEDULED CEILING OPEN BEYOND PL1 PLAM FLOATING SHELF WITH LED STRIP LIGHT. REFER TO ELECTRICAL PL1 PLAM SOFFIT FINISH GYP. BD. WALL; PAINTED P3 SCHEDULED CEILING NS2 NATURAL STONE COUNTERTOP PL1 PLAM CABINETS W/ UNDERCABINET LIGHTING PL1 PLAM FLOATING SHELF WITH LED STRIP LIGHT. REFER TO ELECTRICAL PL1 PLAM SOFFIT FINISH GYP. BD. WALL; PAINTED P3 SCHEDULED CEILING NS2 NATURAL STONE COUNTERTOP PL1 PLAM CABINETS W/ UNDERCABINET LIGHTING PL1 PLAM FLOATING SHELF WITH LED STRIP LIGHT. REFER TO ELECTRICAL PL1 PLAM SOFFIT FINISH 1' - 1 0 " 1' - 6 " 1' - 3 " 1' - 3 " 6' - 1 0 " 1' - 6 " 1' - 3 " 1' - 3 " 6' - 1 0 " 2' - 1 0 " 1' - 6 " 1' - 3 " 1' - 3 " 6' - 1 0 " ANGLED ANGLED OPEN BEYOND OPEN BEYOND NS3 NATURAL STONE COUNTERTOPNS3 QUARTZ COUNTERTOP 1' - 0 " SB36 BT18FC30 W3036 PL1 PLAM FLOATING SHELVES A931 14 TELEVISION ℄ AT 5'-0" A.F.F., COORDINATE SHELF CLEARANCE WITH PURCHASED TV ANGLED 1' - 0 " NS2 NATURAL STONE COUNTERTOP ANGLED NS3 NATURAL STONE COUNTERTOP PL1 PLAM NS2 NATURAL STONE COUNTERTOP 2' - 6 " 3' - 6 " 2' - 6 " 3' - 6 " 2' - 6 " 3' - 6 " A931 1 A931 1 A931 3 A931 1 PL-1 PLAM TOE KICK PL1 PLAM TOE KICK GYP BD. WALL; PL1 FINISH A931 8 A931 16 A931 12 A931 13 W3036 W3036 2' - 0 " 2' - 6 " A931 8 4' - 6 " 3-FORM PARTITION PANEL 3-FORM PARTITION PANEL ABOVE COUNTER A931 15 A931 6 A931 6 SD PT SCALE : 1 / 4" = 1'-0" MEDS ROOM18 2' - 1 0 " GYP. BD. WALL; PAINTED P1 SCHEDULED CEILING NS2 NATURAL STONE COUNTERTOP & BACKSPLASH PL1 PLAM CABINET AND TOE KICK SB30BC27 1' - 8 " 2' - 6 " W3030W3027 PL1 PLAM UPPER CABINET A931 5A A931 4 SD PT SCALE : 1 / 4" = 1'-0" COPY ROOM SOUTHEAST20 GYP. BD. WALL; PAINTED P1 SCHEDULED CEILING NS3 NATURAL STONE COUNTERTOP & BACKSPLASH PL1 PLAM CABINETS AND TOE KICK, LOCKING A931 ? BC21 A931 ? SCALE : 1 / 4" = 1'-0" MC LIVING23 FIREPLACESCALE : 1 / 4" = 1'-0" ACTIVITY NORTHEAST25 GYP. BD. WALL; PAINTED P1 SCHEDULED CEILING NS2 NATURAL STONE COUNTERTOP & BACKSPLASH PL1 PLAM CABINET AND TOE KICK, LOCKING A931 5A 2' - 1 0 " SB30BC30 BC12 A931 4 W3030 W3030W3030 1' - 6 " 2' - 6 " A931 8 8'-31 4" BC36 W3036 BC36 2' - 1 0 " A931 11 7' - 4 " 4' - 6 " 2' - 1 0 " 7' - 4 " 2' - 0 " 1' - 3 " BC30 SCHEDULED CEILING NS2 NATURAL STONE COUNTERTOP GYP. BD. WALL; PL1 FINISH 3-FORM PARTITION PANEL ABOVE COUNTERTOP 8' - 0 " 1'-10" 1'-10" 1' - 3 " 9' - 0 " BC48 SCHEDULED BASESCHEDULED BASE SCHEDULED BASE BT18 2' - 1 0 " 2' - 0 " 2' - 6 " W3033 W3033 SCHEDULED BASE 8' - 6 " 8' - 6 " PL1 PLAM REMOVABLE PANEL PL1 PLAM REMOVABLE PANEL W2430 8' - 0 " A931 ?? PL1 PLAM REMOVABLE PANEL SCHEDULED BASE GYP. BD. WALL; PAINTED P1 20" KNEE WALL HIDDEN GRANITE SUPPORT BRACKET AT 36" O.C., FROM ORIGINALGRANITEBRACKET.COM SPACED PER MANUFACTURER, PAINTED WHITE 20" KNEE WALL HIDDEN GRANITE SUPPORT BRACKET FROM ORIGINALGRANITEBRACKET.COM SPACED PER MANUFACTURER, PAINTED WHITE 3-FORM PARTITION PANEL ABOVE COUNTER 20" KNEE WALL HIDDEN GRANITE SUPPORT BRACKET AT 36" O.C., FROM ORIGINALGRANITEBRACKET.COM SPACED PER MANUFACTURER, PAINTED BLACK BB16 A931 17 BC24 BC24BC24BC24 3' - 0 " 1' - 6 " 7' - 4 " W1833 W1824 W3024W1824W3024 SCHEDULED BASE PL1 PLAM REMOVABLE PANEL A931 11 GYP BD. WALL; PAINTED P1 GYP. BD. WALL; PAINTED P3 SCHEDULED BASE GYP. BD. WALL; PAINTED P3 A931 1 GYP. BD. WALL; PAINTED P3 EXISTING FIRE ALARM PANEL TO REMAIN 8' - 0 " 1' - 6 " NS2 NATURAL STONE LOBBY SCHEDULED CEILING NS1 STACKED STONE TELEVISION ℄ AT 6'-3" A.F.F. THREE-SIDED FIREPLACE; REFER TO EQUIPMENT SCHEDULE BLACK PAINTED STEEL POST(6" x 6") NS2 NATURAL STONE W3012 SCALE : 1 / 4" = 1'-0" MC LIVING24 FIREPLACE SCHEDULED CEILING NS1 STACKED STONE NS2 NATURAL STONE BIRCH LOG SET THREE-SIDED FIREPLACE; REFER TO EQUIPMENT SCHEDULE PAINTED STEEL POSTS (6" x 6") A931 15 9' - 0 " 9' - 0 " 6" BACKLIT ANODIZED ALUMINUM LOGO ON METAL STANDOFFS, DARK BRONZE FINISH 9"1'-7"10"4'-5"6"5" 1"5'-6"6" 6"6" 4'-10"EQ EQ 3"6"3"6"1'-0" PL2 MANTEL PL2 MANTEL 9"1'-7"10"4'-5"6"5"AIR SUPPLY EQ EQ 6"6" PL2 MANTEL 9"1'-7"10"4'-5"6"5"AIR SUPPLY 1"5'-6"6" 9"1'-7"10"4'-5"6"5" A931 14 2"3'-8"3'-8"3'-8"2" OPEN BEYOND SIMSIM BB16 GYP. BD. WALL; PL1 FINISH A931 10 SIM SCALE : 1 / 4" = 1'-0" SALON27 GYP. BD. WALL; VW1 FINISH SCHEDULED CEILING HAIR WASH BASIN 2' - 6 " 3' - 2 " NS2 NATURAL STONE COUNTERTOP AND BACKSPLASH PL1 PLAM CABINET AND TOE KICK SCHEDULED BASEA931 19 A931 18 SC30SC15 SC15 TURBOCHEF ECO OVEN CPU WORK STATION SHREDDER BOX PL1 PLAM UPPER CABINETS, LOCKINGPL1 PLAM UPPER CABINETS, LOCKING 5'-01 2"5'-0"1'-9" PL1 PLAM UPPER CABINETS, LOCKING NOTE: GC TO PROVIDE ALL OUTSIDE TRIM PIECES FOR TURNING CORNERS NOTE: GC TO PROVIDE ALL OUTSIDE TRIM PIECES FOR TURNING CORNERS NOTE: GC TO PROVIDE ALL OUTSIDE TRIM PIECES FOR TURNING CORNERS NOTE: GC TO PROVIDE ALL OUTSIDE TRIM PIECES FOR TURNING CORNERS CONTRACTOR TO PROVIDE TRIM STONE FOR ALL DEVICES IN NS1CONTRACTOR TO PROVIDE TRIM STONE FOR ALL DEVICES IN NS1 CONTRACTOR TO PROVIDE TRIM STONE FOR ALL DEVICES IN NS1 NOTE: ALL CABINET DOORS AND DRAWERS IN THIS ELEVATION TO BE LOCKING NOTE: GC TO PROVIDE GROMMETS FOR ANY / ALL EQUIPMENT PLUMBING PENETRATIONS CAPPUCCINO MACHINE AUTOMATIC COFFEE GRINDER CURTIS COFFEE MAKER POLYCARBONATE BEVERAGE DISPENSER FRY REGLET OUTSIDE CORNER REVEAL, DARK BRONZE FINISH FRY REGLET OUTSIDE CORNER REVEAL, DARK BRONZE FINISH FRY REGLET OUTSIDE CORNER REVEAL, DARK BRONZE FINISH FRY REGLET OUTSIDE CORNER REVEAL, DARK BRONZE FINISH GYP. BD. WALL; PL1 FINISH GYP. BD. WALL; PL1 FINISH FRY REGLET OUTSIDE CORNER REVEAL, DARK BRONZE FINISH A931 18 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 LO EB, BP INTERIOR ELEVATIONS A601 NOTE: REFER TO SHEET G002 FOR MOUNTING HEIGHT INFORMATION PER WASHINGTON STATE BUILDING AND ACCESSIBILITY CODE. GARAGE OFFICE STAIR EMPLOYEE LOUNGE 158 JANITOR MECH TLT. 125 KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR 128 CORRIDOR 137 CORRIDOR 141 MC ACTIVITY 145 MECH / ELEC JAN.OFFICE 139 TOILET 138 LOBBY 118 RECEPTION 121 ELEVATOR EMR STOR. 120 AL DINING 134 SERVER STATION 133 PRIVATE DINING 132 MC DINING 135 TOILET 159 VESTIBULE 117 ELEVATOR WAITING 119 OFFICE OFFICE OFFICE CORRIDOR 118 CORRIDOR 148 CORRIDOR 146 UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT STAIR STAIR STAIR 118AWM1CP2 CP1 VT1 PT1 PT1 CP2 VT1 CP2 VT1 VT1 VT1 VT2 VT1 VT1 NS3 - NS2 PL1 NS3 - NS1 PL2 NS2 - NS2 PL1 NS3 PL1NS3 PL1 NS3 PL1 NS1 PL2 NS3 PL1 RP1 RP1 PL1 PL1 P3 PL1 PL1 PL1PL1 PL1 PL1 P3 P3 VT1 VT1 NS3 PL1 - PL1 10'-9" 1'-71 2" 71 2"71 2" VT1 CP2 VT1 NS3 PL1 NS2 PL1 NS2 PL1 RP1 PL1 PL1 PL1 PL1 P3 P3 P3 P3 P3 P3 P3 VT1 2 A701 PL1 PL1 PL1 PL1 PL1 PL1 PL1 PL1 PL1 PL1 PL1 PL1 P3 COUNTRY KITCHEN 136 SALES 127 MEDS 126 ED OFFICE 124 BOM OFFICE 122 COPY 123 CALMING SPACE 140 MC LIVING 137 2'-1 1 14"45 ° 3'-412" 712" 712" 3'-4 12" 712"712"3'-412" 712" 912" 11 4" 45° 4'-01 4" LO EB, BP FIRST FLOOR FINISH PLAN A701 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 FIRST FLOOR FINISH PLAN1SCALE: 1/8"=1'-0"N GENERAL FINISH NOTES 1.ALL FLOORING TRANSITIONS IN DOORWAYS TO OCCUR @ CENTER OF FRAME, U.N.O. 2. ALL LVT TO BE INSTALLED IN "ASHLAR METHOD" OF INSTALLATION, U.N.O. 3.CONTRACTOR SHALL ANTICIPATE CUSTOMARY FLOOR PREP AT ALL LVT FLOORING LOCATIONS. EXISTING CONTROL JOINTS IN CONCRETE FLOOR MUST BE SPECIFICALLY ADDRESSED TO ELIMINATE TELESCOPING THROUGH THE FINISHED FLOOR. FLOOR LEVELING COMPOUND TO BE COMPATIBLE CONCRETE AND FINISHED LVT PLANK / ADHESIVE TO BE UTILIZED. 1 8" THICK ARDEX OR EQUAL TO BE BASIS OF DESIGN. 4.PROVIDE NEW SCHLUTER SCHIENE PROFILE AT ALL SAME-HEIGHT FLOORING TRANSITIONS, FINISH PEWTER. PROVIDE NEW SCHLUTER RENO-U PROFILE AT DIFFERING-HEIGHT FLOORING TRANSITIONS, FINISH PEWTER. CONTRACTOR TO CONFIRM THAT DEPTH IS COMPATIBLE WITH EXISTING FLOORING THICKNESS. 5.ROOM FINISH PAINT CODES ARE AS FOLLOWED: F=FLAT, E=EGGSHELL, EX=EPOXY, SG=SEMI-GLOSS, S=SATIN 6.ALL WALLS TO RECEIVE A MINIMUM OF ONE COAT PRIMER AND TWO FINISH COATS. ALL GYPSUM FINISHES TO BE FINISHED TO "LEVEL 4" FINISH. 7.ALL EXISTING DOORS THAT ARE FACING THE RENOVATION SCOPE AREAS ARE TO BE PAINTED P2. 8.ALL NEW FLOORING IN CORRIDORS TO BE TIED INTO EXISTING CORRIDOR FLOORING. FINISH KEY NOTES FINISH LEGEND VT1 QZ1 T1 PX FLOOR TRANSITION FLOOR FINISH TAG WALL FINISH TAG COUNTERTOP / WORKSURFACE FINISH MILLWORK FINISH DIRECTION OF FLOORING PATTERN NOT IN CONTRACT ACCENT PAINT LOCATION (REFER TO FINISH SCHEDULE FOR PAINT COLOR) PATCH AND REPAIR ENLARGED VCT INSTALLATION PLAN2SCALE: 1/2"=1'-0"N UNIT CORRIDOR 228 ACTIVITY 232 ELEVATOR LINEN TLT. 236 MECH / ELEC JANITOR STAIR 118A CORRIDOR 229 CORRIDOR 241 CORRIDOR 237 CORRIDOR 239 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT STAIR STAIR STAIR STORAGE 232A 2 SALON 238 CP1 PT1 PT1 VT1 CP2 CP1 NS2 PL1 P3 P3 P3 NS3 PL1 VT1 NS2 PL1VW1 AL I G N LO EB, BP SECOND FLOOR FINISH PLAN A702 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 SECOND FLOOR FINISH PLAN1SCALE: 1/8"=1'-0"N GENERAL FINISH NOTES 1.ALL FLOORING TRANSITIONS IN DOORWAYS TO OCCUR @ CENTER OF FRAME, U.N.O. 2. ALL LVT TO BE INSTALLED IN "ASHLAR METHOD" OF INSTALLATION, U.N.O. 3.CONTRACTOR SHALL ANTICIPATE CUSTOMARY FLOOR PREP AT ALL LVT FLOORING LOCATIONS. EXISTING CONTROL JOINTS IN CONCRETE FLOOR MUST BE SPECIFICALLY ADDRESSED TO ELIMINATE TELESCOPING THROUGH THE FINISHED FLOOR. FLOOR LEVELING COMPOUND TO BE COMPATIBLE CONCRETE AND FINISHED LVT PLANK / ADHESIVE TO BE UTILIZED. 1 8" THICK ARDEX OR EQUAL TO BE BASIS OF DESIGN. 4.PROVIDE NEW SCHLUTER SCHIENE PROFILE AT ALL SAME-HEIGHT FLOORING TRANSITIONS, FINISH PEWTER. PROVIDE NEW SCHLUTER RENO-U PROFILE AT DIFFERING-HEIGHT FLOORING TRANSITIONS, FINISH PEWTER. CONTRACTOR TO CONFIRM THAT DEPTH IS COMPATIBLE WITH EXISTING FLOORING THICKNESS. 5.ROOM FINISH PAINT CODES ARE AS FOLLOWED: F=FLAT, E=EGGSHELL, EX=EPOXY, SG=SEMI-GLOSS, S=SATIN 6.ALL WALLS TO RECEIVE A MINIMUM OF ONE COAT PRIMER AND TWO FINISH COATS. ALL GYPSUM FINISHES TO BE FINISHED TO "LEVEL 4" FINISH. 7.ALL EXISTING DOORS THAT ARE FACING THE RENOVATION SCOPE AREAS ARE TO BE PAINTED P2. 8.ALL NEW FLOORING IN CORRIDORS TO BE TIED INTO EXISTING CORRIDOR FLOORING. FINISH KEY NOTES FINISH LEGEND VT1 QZ1 T1 PX FLOOR TRANSITION FLOOR FINISH TAG WALL FINISH TAG COUNTERTOP / WORKSURFACE FINISH MILLWORK FINISH DIRECTION OF FLOORING PATTERN NOT IN CONTRACT ACCENT PAINT LOCATION (REFER TO FINISH SCHEDULE FOR PAINT COLOR) PATCH AND REPAIR LO EB, BP FINISH LEGEND A720 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 GARAGE OFFICE STAIR EMPLOYEE LOUNGE 158 JANITOR MECH TLT. 125 KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR 128 CORRIDOR 137 CORRIDOR 141 MC ACTIVITY 145 MECH / ELEC JAN.OFFICE 139 TOILET 138 LOBBY 118 RECEPTION 121 ELEVATOR EMR STOR. 120 AL DINING 134 SERVER STATION 133 PRIVATE DINING 132 MC DINING 135 TOILET 159 VESTIBULE 117 ELEVATOR WAITING 119 OFFICE OFFICE OFFICE CORRIDOR 118 CORRIDOR 148 CORRIDOR 146 UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT STAIR STAIR STAIR 118A COUNTRY KITCHEN 136 SALES 127 MEDS 126 ED OFFICE 124 BOM OFFICE 122 COPY 123 CALMING SPACE 140 MC LIVING 137 PP PPAO AO PP PP FE C 01 11 0111 22 23 12 13 19 14 20 12 12 12 12 08 07 17 16 15 03 28 06 09 10 09 10 09 10 02 03 05 04 18 26 29 24 09 31 30 35 36 33 34 32 32 33 09 30 LO EB, BP FIRST FLOOR FURNITURE AND EQUIPMENT PLAN A751 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 FIRST FLOOR EQUIPMENT PLAN1SCALE: 1/8"=1'-0"N GENERAL EQUIPMENT NOTES CONTRACTOR TO COORDINATE INSTALLATION OF ALL OWNER PROVIDED EQUIPMENT 1.COORDINATE WITH OWNER REQUIREMENTS FOR AUTOMATIC PAPER TOWEL AND SOAP DISPENSERS THROUGHOUT THE FACILITY. 2.FURNITURE SHOWN FOR REFERENCE ONLY. UNIT CORRIDOR 228 ACTIVITY 232 ELEVATOR LINEN TLT. 236 MECH / ELEC JANITOR STAIR 118A CORRIDOR 229 CORRIDOR 241 CORRIDOR 237 CORRIDOR 239 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT STAIR STAIR STAIR STORAGE 232A 2 SALON 238 09 10 37 01 33 34 09 30 LO EB, BP SECOND FLOOR FURNITURE AND EQUIPMENT PLAN A752 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 SECOND FLOOR EQUIPMENT PLAN1SCALE: 1/8"=1'-0"N GENERAL EQUIPMENT NOTES CONTRACTOR TO COORDINATE INSTALLATION OF ALL OWNER PROVIDED EQUIPMENT 1.COORDINATE WITH OWNER REQUIREMENTS FOR AUTOMATIC PAPER TOWEL AND SOAP DISPENSERS THROUGHOUT THE FACILITY. 2.FURNITURE SHOWN FOR REFERENCE ONLY. 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 LO EB, BP EQUIPMENT MATRIX A753 DOOR ELEVATION S DO O R H E I G H T 6"6" EQ 8" DO O R H E I G H T 10 " DOOR ELEVATION F2 EQ OPENING WIDTH 6"6" DOOR ELEVATION S1 DOOR WIDTH DO O R H E I G H T ADJACENT SURFACE, U.N.O. 20 GA. METAL STUDS. PULL SIDE OF LATCH SIDE OF FRAME 12" CLR. ON PUSH SIDE; 18" CLR. ON GYPSUM WALLBOARD. PROVIDE5/8" BOTH SIDES OF FRAME CAULK AROUND PERIMETER HOLLOW METAL FRAME 2X WOOD STUDS 2" MIN. FROM NEAREST EACH SIDE 3 5/8" 5/8" GYPSUM BOARD DOOR FRAME. HOLLOW METAL CONT. CAULK DOUBLE 2X WOOD STUD HEADER SET HINGE SIDE OF JAMB JAMB DETAIL HEAD DETAIL FRAME TYPE A OPEN. WIDTH2"2" 2" DO O R H E I G H T 2" DO O R H E I G H T OPEN. WIDTH2"2" 4 FRAME TYPE B E-Z STRIP EXPANSION JOINT TO DECK AT ALL NEW FRAMES IN NEW WALLS. REFER DETAIL 7 4 ALUMINUM ANODIZED FRAME WITH THERMAL BREAK AND THRESHOLD GLASS STOP WHERE APPLICABLE BUCK PROFILE 1 2" 5 8" 25 8" 1 2" 11516 " 11516 " 1 2" FR A M E D E P T H HEAT TREATED CASING RETAINER CLIP DRYWALL SCREW (1) NEXT TO EVERY CLIP 5 8" GYP. BOARD, SEE FINISH SCHEDULE DOOR (BY OTHERS), SEE DOOR SCHEDULE FRAMING SHOWN FOR REFERENCE ONLY TIMELY PRE-FINISHED KNOCKDOWN (KD) FRAME TA08 STEEL CASING 2' - 0 " M I N NOTE: MAINTAIN MIN. 2" CLEARANCE FROM RABBET TO FINISH CEILING FOR TA08 CASING; CLEARANCE PROVIDES 1/4" BETWEEN CASING AND FINISH TO AID ATTACHMENT DURING ASSEMBLY LINE OF FINISH CEILING WHERE OCCURS TA10 CASING REINFORCEMENT BRACKET 2' - 0 " M I N HEAT TREATED CASING RETAINER CLIP DRYWALL SCREW (1) NEXT TO EVERY CLIP 5 8" GYP. BOARD, SEE FINISH SCHEDULE DOOR (BY OTHERS), SEE DOOR SCHEDULE FRAMING SHOWN FOR REFERENCE ONLY TIMELY PRE-FINISHED KNOCKDOWN (KD) FRAME TA08 STEEL CASING 2" 2" DO O R H E I G H T VARIES2" DOOR FRAME A C E-Z STRIP EXPANSION JOINT TO DECK AT ALL NEW FRAMES IN NEW WALLS. REFER DETAIL THIS SHEET B D TIMELY DOOR FRAME - REFER TO DOOR SCHEDULE FOR FINISH HEAT TREATED CASING RETAINER CLIP DRYWALL SCREW (1) NEXT TO EVERY CLIP 5 8" GYP. BOARD, SEE FINISH SCHEDULE DOOR (BY OTHERS), SEE DOOR SCHEDULE FRAMING SHOWN FOR REFERENCE ONLY TIMELY PRE-FINISHED KNOCKDOWN (KD) FRAME TA08 STEEL CASING A C B D NOTE: MAINTAIN MIN. 2" CLEARANCE FROM RABBET TO FINISH CEILING FOR TA08 CASING; CLEARANCE PROVIDES 1/4" BETWEEN CASING AND FINISH TO AID ATTACHMENT DURING ASSEMBLY LINE OF FINISH CEILING WHERE OCCURS HEAT TREATED CASING RETAINER CLIP DRYWALL SCREW (1) NEXT TO EVERY CLIP DOOR (BY OTHERS), SEE DOOR SCHEDULE TIMELY PRE-FINISHED KNOCKDOWN (KD) FRAME 5 8" GYP. BOARD, SEE FINISH SCHEDULE FRAMING SHOWN FOR REFERENCE ONLY 4" FINISHED FACE OF PERPENDICULAR WALL CONSTRUCTION DOOR FRAME 1' - 6 " FINISHED FACE OF PERPENDICULAR WALL CONSTRUCTION DOOR FRAME DOOR GENERAL NOTES HM AL WD PT ST CA DBEX. / EXSTG FINISH LEGEND HOLLOW METAL ALUMINUM WOOD PAINT STAIN CLEAR ANODIZED DARK BRONZEEXISTING 1.PROVIDE ALL HARDWARE NECESSARY TO MAKE EACH DOOR COMPLETE AND OPERATIONAL FOR INTENDED USE; DOORS SHALL HAVE FLOOR OR WALL STOPS. FINISH TO MATCH HOSPITAL STANDARD. 2.KNOCK DOWN, HOLLOW METAL FRAMES: 18 GA. MINIMUM; REINFORCE FOR HINGE AND STRIKE; 3 WALL ANCHORS PER JAMB AT HINGE AND STRIKE LEVEL; ANCHOR PROPERLY. 3.THROAT DIMENSION OF HOLLOW METAL FRAMES IS ACTUAL PARTITION THICKNESS PLUS 1/8" (SEE PARTITION TYPES SHEET). PARTITION TYPES ARE KEYED IN FLOOR PLANS. 4.PROVIDE SEALANT AT JUNCTION OF ALL FRAMES TO PARTITIONS AND AT RESILIENT FLOOR FINISH. 5.DOOR HARDWARE SHALL BE CAPABLE OF OPERATION WITH THE USE OF ONE (1) HAND AND SHALL NOT REQUIRE TIGHT PINCHING, TIGHT GRASPING OR TWISTING OF THE WRIST TO OPERATE. THUMB-TURN DEADBOLTS ARE PROHIBITED; LEVER OR PADDLE DEADBOLT RELEASES ARE ACCEPTABLE. 6.POWER OPERATED DOORS (PER IBC 20181008.1.4.2) WHERE MEANS OF EGRESS DOORS ARE OPERATED BY POWER, SUCH AS DOORS WITH A PHOTOELECTRIC-ACTUATED MECHANISM TO OPEN THE DOOR UPON THE APPROACH OF A PERSON, OR DOORS WITH POWER-ASSISTED MANUAL OPERATION, THE DESIGN SHALL BE SUCH THAT IN THE EVENT OF POWER FAILURE, THE DOOR IS CAPABLE OF BEING OPENED MANUALLY TO PERMIT MEANS OF EGRESS TRAVEL OR CLOSED WHERE NECESSARY TO SAFEGUARD MEANS OF EGRESS. THE FORCE REQUIRED TO OPEN THESE DOORS MANUALLY SHALL NOT EXCEED THOSE SPECIFIED IN SECTION 1008.1.3, EXCEPT THAT THE FORCE TO SET THE DOOR IN MOTION SHALL NOT EXCEED 50 POUNDS. THE DOOR SHALL BE CAPABLE OF SWINGING FROM ANY POSITION TO THE FULL WIDTH OF THE OPENING IN WHICH SUCH DOOR IS INSTALLED WHEN A FORCE IS APPLIED TO THE DOOR ON THE SIDE FROM WHICH EGRESS IS MADE. FULL POWER OPERATED DOORS SHALL COMPLY WITH BHMA A156.10. POWER ASSISTED AND LOW ENERGY DOORS SHALL COMPLY WITH BHMA A156.19 BOARD, TYPE X; FASTENED TO STUD 2 LAYERS OF 5/8" FIRE SHIELD GYPSUM WALL12" 1-5/8" TYPE S SCREWS @ 24" O.C. 1/2" GAP, E-Z STRIP VINYL EXPANSION JOINT 5/8" GAP CORRIDOR SIDE 5 1 2" FASTENED TO STUD SEALANT 1/2" GAP, E-Z STRIP VINYL EXPANSION JOINT ONE FIRE RATED CONTROL JOINT DETAIL ( BASED ON WHI -651-0318.1) FOR ONE HOUR RATED CORRDIOR WALL: WALL CONTROL JOINT DETAIL FOR NON RATED PARTITION WALL: 1 2" 4 - 7 8" 5 8" DOOR ELEVATIONS1SCALE: N.T.S DOOR FRAME TYPES2SCALE: N.T.S BUCK PROFILE TYPES3SCALE: N.T.S DOOR INSTALL DETAILS5SCALE: N.T.S LO BP, EB DOOR SCHEDULE, DETAILS, & SPECIFICATIONS A902 DOOR FRAME DETAILS6SCALE: N.T.S HEAD AND JAMB DETAILS4SCALE: N.T.S EXPANSION JOINT DETAILS7SCALE: N.T.S 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 A11-0-08-0015A11-0-08-0014A11-0-08-0013 A11-0-08-0012 A11-0-08-0011 A11-0-08-0009 A11-0-08-0008A11-0-08-0005 A11-0-08-0002 A11-0-08-0001 PIPE UP TO 12" DIAMETER 3/8" MAX ANNULAR SPACE FOR PIPE UP TO 6" DIAMETER 5/8" MAX ANNULAR SPACE FOR SMOKE SEAL IN BUNDLE FOR IMPROVED BETWEEN INDIVIDUAL CABLES MULTI-CONDUCTOR FORMELY 590 OR PUTTY FORMERLY 149FORMERLY 590 FORMERLY 33 FORMERLY 152 FORMERLY 147B FORMERLY 91B FORMERLY 170 FORMERLY 170 FORMERLY 161 PVC OR XLPE JACKETING JACKETING & INSULATION TYPES 150 PAIR - 24 AWG TELEPHONE CABLE 350 MGM SINGLE CONDUCTOR POWER CABLE 12 AWG MULTI-CONDUCTOR POWER/CONTROL CABLE MAXIMUM PENETRATING ITEM(S) BARRIER CAULK - WORK IN 1/4" BEAD OF FIRESTOP FIRE PROTRUDE 1/2" BEYOND WALL 28 GAUGE STEEL SLEEVE STEEL STUD 8% t o 3 6 % PE R C E N T A G E F U L L I S FO R 6 " O P E N I N G MA X O P E N I N G = 6 " 1" DEPTH CABLE BUNDLES 1" DEPTH FIRE BARRIER CAULK PACKING MATERIAL ASSEMBLY 2 HOUR GYPSUM WALLBOARD UL SYSTEM WL 30322 HOUR FIRE RATING WALLBOARD ASSEMBLY CABLE BUNDLE thru GYPSUM FIRE RATINGS XLPE JACKET - 12 AWG JACKETING & INSULATION TYPES FIRE BARRIER CAULK MULTI-CONDUCTOR POWER/CONTROL CABLE 2 CONDUCTOR TYPE NM (ROMEX) 150 PAIR - 24 AWG TELEPHONE CABLE A MAXIMUM 5/8" O.D. OR MAXIMUM 12 AWG MULTIPLE FIBER OPTICAL COMMUNICATION CABLE WITH MAXIMUM PENETRATING ITEM(S) ( 2 HOUR ASSEMBLY SHOWN ) GYPSUM WALLBOARD ASSEMBLY 2 HOUR RATING WITH DOUBLE LAYER GYPSUM WALLBOARD ASSEMBLY 1 HOUR RATING WITH SINGLE LAYER STEEL STUD INSULATED CABLE ( BASED ON ENGINEERING JUDGEMENT ) UL SYSTEM WL 30011 OR 2 HOUR FIRE RATING WALLBOARD ASSEMBLY INSULATED CABLE thru GYPSUM ( BASED ON ENGINEERING JUDGEMENT ) PROTRUDE BEYOND WALL 1/2" 28 GAUGE STEEL SLEEVE BARRIER CAULK 1/4" BEAD OF FIRE STEEL STUD 8% t o 3 6 % PE R C E N T A G E F U L L I S FO R 6 " O P E N I N G MA X O P E N I N G = 6 " 1" DEPTH INSULATED CABLES 1" DEPTH FIRE BARRIER CAULK PACKING MATERIAL ASSEMBLY 1 HOUR GYPSUM WALLBOARD UL SYSTEM WL 30321 HOUR FIRE RATING WALLBOARD ASSEMBLY CABLE BUNDLE thru GYPSUM STEEL SLEEVE (OPTIONAL) 20 % t o 3 0 % PE R C E N T A G E F U L L I S FO R 8 " O P E N I N G INSULATED CABLES 1" DEPTH FIRE BARRIER CAULK 1" DEPTH PACKING MATERIAL UL MASONRY CONC UNIT 4 1/2" MINIMUM CONCRETE OR MA X O P E N I N G = 8 " 2 & 3 HOUR FIRE RATING UL SYSTEM CAJ 3001 CONCRETE OR CMU WALL CABLE BUNDLE thru a MAX AREA = 192 SQ.IN. MINIMUM WIDTH = 8" MAXIMUM LENGTH = 24" OR 3/4" FLEXIBLE FOAM INSUL 1/2" to 1" FIBERGLASS INSUL MATERIALS 1" DEPTH PACKING FIRE BARRIER WRAP STRIP CONC FLOOR MINIMUM 4 1/2" WRAP STRIP WITH 1/8" COVER OVER 1" DEPTH FIRE BARRIER CAULK STEEL PIPES OR CONDUITS STEEL PIPE OR STEEL EMT CONDUIT 4" DIA SCHEDULE 10 (OR HEAVIER) 4" DIA TYPE L (OR HEAVIER) COPPER PIPE NOMINAL MAX PENETRATING ITEM(S) UL SYSTEM FA 50012 HOUR FIRE RATING thru a CONCRETE SLAB MULTIPLE INSULATED METAL PIPES WRAP/STRIPS FIRE BARRIER 1/2" DEPTH FIRE BARRIER CAULK WITH 2" THICK FIBERGLASS INSULATION 6" DIA SCHEDULE 10 (OR HEAVIER) STEEL PIPE WITH 1" THICK FIBERGLASS INSULATION 12" DIA SCHEDULE 10 (OR HEAVIER) STEEL PIPE ANNULAR SPACE DEPTH CONCRETE FLOOR 2 1/2" MINIMUM METAL PIPE OR CONDUIT NOMINAL MAX PENETRATING ITEM(S) UL SYSTEM CAJ50022 HOUR FIRE RATING thru a CONCRETE SLAB SINGLE INSULATED METAL PIPE (OR HEAVIER) COPPER PIPE ( 2 HOUR ASSEMBLY SHOWN ) GYPSUM WALLBOARD ASSEMBLY 2 HOUR RATING WITH DOUBLE LAYER GYPSUM WALLBOARD ASSEMBLY 1 HOUR RATING WITH SINGLE LAYER CAULK 1/4" BEADS OF FIRE BARRIER WRAP/STRIP FIRE BARRIER ANNULAR SPACE 1/4" MINIMUM to 3/8" MAX 4" DIAMETER (OR SMALLER) TYPE L (OR HEAVIER) STEEL PIPE 12" DIAMETER (OR SMALLER) SCHEDULE 10 FIRE RATINGS 1" MAX FIBERGLASS INSUL NOMINAL MAX PENETRATING ITEM(S) STEEL STUD UL SYSTEM WL10021 or 2 HOUR FIRE RATING GYPSUM WALLBOARD ASSEMBLY SINGLE INSULATED METAL PIPE thru 12" DIA MAXIMUM MAX AREA = 144 SQ.IN. ADJACENT PIPE OR OPENING MINIMUM CLEARANCE OF 1" TO 1/4" to 1/2" LAP SEALANT FLOOR SLAB 4 1/2" MINIMUM CONC PACKING MATERIAL 1 1/2" DEPTH OF FIREDAM CAULK 2" DEPTH OF STEEL PIPES OR CONDUITS OR COPPER PIPE 3" DIA STEEL CONDUIT, STEEL EMT CONDUIT 3" DIA SCHEDULE 5S (OR HEAVIER) STEEL PIPE NOMINAL MAX PENETRATING ITEM(S) UL SYSTEM CAJ 10213 HOUR FIRE RATING thru a CONCRETE SLAB MULTIPLE METAL PIPE/CONDUIT OR OPENING 1" TO ADJACENT PIPE MINIMUM CLEARANCE OF UL SYSTEM CAJ 10213 HOUR FIRE RATING MA X A R E A = 1 4 4 S Q . I N . LAP WALL 1/4" to 1/2" ( FROM WALL LINE ) 1" DEEP FIRE DAM CAULK 12 " D I A M A X I M U M OR COPPER PIPE 3" DIA STEEL CONDUIT, STEEL EMT CONDUIT, 3" DIA SCHEDULE 5S (OR HEAVIER) STEEL PIPE NOMINAL MAX PENETRATING ITEM(S) MATERIAL 1 1/2" DEPTH PACKING UL CONCRETE MASONRY UNIT 4 1/2" MINIMUM CONCRETE OR CONCRETE or CMU WALL MULTIPLE METAL PIPE/CONDUIT thru a ANNULAR SPACE 1/4" MINIMUM TO 1" MAX UL SYSTEM CAJ 10172 HOUR FIRE RATING LAP WALL 1/4" to 1/2" (FROM WALL LINE) 1" DEEP FIRE DAM CAULK 12 " D I A M A X I M U M 4" DIA (OR SMALLER) STEEL EMT CONDUIT 6" DIA (OR SMALLER) STEEL CONDUIT 6" DIA SCHEDULE 10 (OR HEAVIER) STEEL PIPE 10" DIA SCHEDULE 40 (OR HEAVIER) STEEL PIPE NOMINAL MAX PENETRATING ITEM(S) MATERIAL 3" DEPTH PACKING UL CONCRETE MASONRY UNIT 4 1/2" MINIMUM CONCRETE OR CONCRETE or CMU WALL SINGLE METAL PIPE/CONDUIT thru a 1 10 4 2 7 3 12 68 5 A11-0-08-0006 FORMERLY 91A ANNULAR SPACE 1" MINIMUM to 1 1/2" MAX 2 HOUR FIRE RATING WITH 2" THICK FIBERGLASS INSULATION 6" DIA SCHEDULE 10 (OR HEAVIER) STEEL PIPE UL SYSTEM CAJ 5001 LAP WALL 1/4" to 1/2" (FROM WALL LINE) 1" DEEP FIRE BARRIER CAULK WITH 1" THICK FIBERGLASS INSULATION 6" DIA SCHEDULE 10 (OR HEAVIER) STEEL PIPE NOMINAL MAX PENETRATING ITEM(S) MATERIAL 1" DEPTH PACKING UL CONCRETE MASONRY UNIT 4 1/2" MINIMUM CONCRETE OR CONCRETE or CMU WALL SINGLE INSULATED PIPE thru a 11 A11-0-08-0004 FORMERLY 319 1" DEPTH PACKING MATERIAL PIPE/CONDUIT UP TO 6" DIAMETER 2 3/8" MAX ANNULAR SPACE FOR PIPE/CONDUIT UP TO 12" DIAMETER 1 3/8" MAX ANNULAR SPACE FOR ANNULAR SPACE DEPTHCONCRETE FLOOR 2 1/2" MINIMUM FIRE BARRIER CAULK METAL PIPE OR CONDUIT PIPE/CONDUIT UP TO 6" DIAMETER 2 3/8" MAX ANNULAR SPACE FOR 1" DEPTH FIRESTOP SEALANT FOR PIPE/CONDUIT UP TO 12" DIAMETER 1 3/8" MAX ANNULAR SPACE FOR 1/2" DEPTH FIRESTOP SEALANT FOR 4" DIA (OR SMALLER) STEEL EMT CONDUIT FIRESTOP SEALANT DEPTH 3" DIA TYPE L (OR HEAVIER) COPPER TUBE 6" DIA (OR SMALLER) STEEL CONDUIT 12" DIA SCHEDULE 10 (OR HEAVIER) STEEL PIPE NOMINAL MAX PENETRATING ITEM(S) UL SYSTEM CAJ 70032 HOUR FIRE RATING thru a CONCRETE SLAB SINGLE METAL PIPE/CONDUIT 9 A11-0-08-0007 FORMERLY 152 INSULATION OR 3/4" FLEXIBLE FOAM 1/2" to 1" FIBERGLASS INSUL MI N I M U M W I D T H = 8 " MA X I M U M L E N G T H = 2 4 " MA X A R E A = 1 9 2 S Q . I N . 2 HOUR FIRE RATING STEEL PIPE OR STEEL EMT CONDUIT 4" DIAMETER SCHEDULE 10 (OR HEAVIER) UL SYSTEM FA 1002 WRAP STRIP WITH 1/8" COVER OVER 1" DEEP FIRE BARRIER CAULK FIRE BARRIER WRAP/STRIP (OR HEAVIER) COPPER PIPE 4" DIAMETER (OR SMALLER) TYPE L NOMINAL MAX PENETRATING ITEM(S) MATERIAL 1" DEPTH PACKING UL CONCRETE MASONRY UNIT 4 1/2" MINIMUM CONCRETE OR CONCRETE or CMU WALL MULTIPLE INSULATED PIPES thru a 13 LO BP WALL PENETRATION DETAILS A903 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 SCALE: 1 1/2" = 1'-0"1 SOFFIT SECTION DETAIL PARTITION AS SCHEDULED 5 8" GYPSUM BOARD; PAINTED AS SCHEDULED WHERE SCHEDULED PARTITION IS RATED, DO NOT PENETRATE TO ATTACH STUDS. ATTACH CHANNEL RUNNER TO SURFACE INSIDE. B/ CEILING REF RCP SUSPENDED ACT. REF FINISH SCHEDULE 2X4 WOOD STUD KICKERS @ 4'-0" O.C. FASTEN TO STRUCTURE ABOVE 2X4 WOOD STUD FRAMING 6" VA R I E S RE: RCP VARIES B/ SOFFIT ELEV. VARIES TAPED CORNER BEAD, TYP. 2X4 WOOD STUD KICKERS @ 4'-0"o.c. ALTERNATE DIRECTION OF DIAGONALS AS SHOWN 2X4 WOOD STUD FRAMING TAPED CORNER BEAD (TYP.) SCALE: 1 1/2" = 1'-0"4 SOFFIT SECTION DETAIL B/ CEILING SEE RCP B/ CEILING SEE RCP VARIES SEE RCP 6" B/ CEILING SEE RCP B/ CEILING SEE RCP 6" SUSPENDED ACT B/ SOFFIT SEE RCP 4'-0"8" LAY-IN ACOUSTICAL CEILING TILE RUNNERS @ 4'-0" OC STANDARD WALL ANGLE COLOR TO MATCH TEE FINISHED FACE OF WALL HANGER WIRE SCALE: 1 1/2" = 1'-0"3 TYP ACT WALL ATTACHMENT NOTE: ACOUSTICAL CEILING SYSTEM TO BE INSTALLED IN ACCORDANCE WITH ASTM C635 AND C636 (FBC 808) 2X6 WOOD STUDS B/ CEILING RE: RCP TAPED CORNER BEAD (TYP.) B/ CEILING RE: RCP6" M I N VA R I E S SCALE: 1 1/2" = 1'-0"2 SOFFIT SECTION DETAIL VA R I E S B/ GYP. BD. RE: RCP SCALE: 1 1/2" = 1'-0"5 TYP. GYPSUM BOARD CONTROL JOINT DETAIL CONTROL JOINT 5/8" GYP. BD. 8 GA. HANGER WIRES @4'-0" O.C. SADDLED- TIED AROUND MAIN RUNNERS 1 1/2"X16 GA. HOT ROLLED MAIN CHANNELS @4'-0" O.C.- 1.12#/FT. MINIMUM SCALE: 1 1/2" = 1'-0"8 TYP. COLUMN WRAP DETAIL SCALE: 1 1/2" = 1'-0"6 COVE LIGHT SOFFIT SECTION DETAIL 6" M I N 2X4 WOOD STUD KICKERS @ 4'-0" O.C. FASTEN TO STRUCTURE ABOVE 5 8" GYPSUM BOARD 2X4 WOOD STUD FRAMING B/ ACT REF RCP VARIES, RE: RCP MATCH EXIST. ADJACENT TAPED CORNER BEAD (TYP) 5/8" GYP. BD. (TYP) 3 5/8" 20 GA MTL. STUDS COVE LIGHT FIXTURE- REFER TO ELECTRICAL DRAWINGS 5 8" GYP. BD. CEILING MA T C H E X I S T . AD J A C E N T MA T C H E X I S T . AD J A C E N T 1' - 8 " SCALE: 1 1/2" = 1'-0"10 COVE LIGHT SOFFIT SECTION DETAIL 2X4 WOOD STUD FRAMING B/ ACT REF RCP VARIES, RE: RCP 3" TAPED CORNER BEAD (TYP) 5/8" GYP. BD. (TYP) 3 5/8" 20 GA MTL. STUDS COVE LIGHT FIXTURE- REFER TO ELECTRICAL DRAWINGS 5 8" GYP. BD. CEILING 638" 1' - 1 5 8" 1' - 8 " 3" 2X4 WOOD STUD FRAMING B/ CEILING RE: RCP SCALE: 1 1/2" = 1'-0"11 PLAM BEAM DETAIL 1 VA R I E S B/ PLAM BEAM RE: RCP 6" M I N 2X4 WOOD STUD KICKERS @ 4'-0" O.C. FASTEN TO STRUCTURE ABOVE VA R I E S 6" M I N 6" PLASTIC LAMINATE FINISH AS SCHEDULED OVER MDF BOARD 1/2" GYPSUM BOARD SCALE: 1 1/2" = 1'-0"12 COUNTRY KITCHEN PASS THROUGH CABINET 4" NOTES: 1. ALL WD TO BE STAIN GRADE 7' - 4 " SE E R C P BOTTOM OF SOFFIT 7 1 2"7" 71 2" 712" Column Section Detail 8a Scale: 1 1/2"=1'-0" A921 8a SCALE: 1 1/2" = 1'-0"9 AL / MC DINING ENTRY PLAN DETAIL 4' - 2 " 103 8" EXISTING STRUCTURAL COLUMN TO REMAIN FRY REGLET MILLWORK REVEAL OUTSIDE CORNER, DARK BRONZE FINISH 5 8" GYPSUM BOARD 2X4 WOOD FRAMING PLASTIC LAMINATE FINISH AS SCHEDULED OVER MDF BOARD 2X4 WOOD STUD FRAMING B/ CEILING RE: RCP SCALE: 1 1/2" = 1'-0"12 PLAM BEAM DETAIL 2 B/ PLAM BEAM RE: RCP 2X4 WOOD STUD KICKERS @ 4'-0" O.C. FASTEN TO STRUCTURE ABOVE 6" M I N 1'-0" PLASTIC LAMINATE FINISH AS SCHEDULED OVER MDF BOARD 1/2" GYPSUM BOARD 5" FRY REGLET MILLWORK REVEAL OUTSIDE CORNER, DARK BRONZE FINISH 1/2" GYPSUM BOARD PLASTIC LAMINATE FINISH AS SCHEDULED OVER MDF BOARD EXISTING STRUCTURAL COLUMN 1/2" GYPSUM BOARD PLASTIC LAMINATE FINISH AS SCHEDULED OVER MDF BOARD SCHEDULED BASE FRY REGLET MILLWORK REVEAL OUTSIDE CORNER, DARK BRONZE FINISH TAPED CORNER BEAD (TYP) 2' - 5 1 4" 2' - 6 3 4" 2'-71 2" 2' - 4 1 4" D O O R W I D T H 112" 1" LINE OF WALL ABOVE MAGNETIC CATCH FOOD CART, RE: A753 FACE OF ADJACENT MILLWORK 1 1 4" MILLWORK DOOR, PL1 THROW HINGES PL1 FINISH INSIDE PASS THROUGH 2'-5" 2" 2' - 6 " 1" PL1 FILLER PANEL PL1 FILLER PANEL AL DINING MC COUNTRY KITCHEN 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 LO EB, BP CEILING & PLAN DETAILS A921 RECEPTION DESKSCALE: 3/4" = 1'-0"1 SECTION RECEPTION DESKSCALE: 3/4" = 1'-0"3 SECTION SINK OPEN BASESCALE: 3/4" = 1'-0"4 SECTION 112" 2'-1" NATURAL STONE COUNTERTOP & BACKSPLASH WITH 1/8" EASED EDGE SCHEDULED BASE LINE OF CABINET END PANEL BEYOND, PLAM FINISH 2' - 1 0 " SERVER STATION SCALE: 3/4" = 1'-0"9 SECTION 2'-1" 2' - 1 0 " 6" 3" 1 4" 112" 1/4" BACK PANEL PLAM DOOR W/ FLUSH OVERLAY HINGES HOLES FOR ADJUST SHELF SUPPORTS (TYP.) ADJUSTABLE SHELF PLYWOOD SUBBASE CONT. (TYP.) WITH SCHEDULED BASE DRAWER PULL LOCK, TYP. DOOR PULL BASE CABINET - ONE DRAWER- TYPICALSCALE: 3/4" = 1'-0"5A SECTION 1'-81 2" 1'-111 4" 3 4"2" NOTE: TOE CLEARANCE TO MATCH HEIGHT OF SCHEDULED BASE COUNTRY KITCHENSCALE: 3/4" = 1'-0"11 SECTION NATURAL STONE COUNTERTOP WITH 1/8" EASED EDGES COUNTRY KITCHENSCALE: 3/4" = 1'-0"12 SECTION COUNTRY KITCHENSCALE: 3/4" = 1'-0"13 SECTION T/ CABINET EL: 7'-0" DOOR PULL 3/4" BACK PANEL ADJUSTABLE SHELF FINISH LINE OF WALL BLOCKING AS NEEDED REFER TO ELEVATIONS FOR FINAL DOOR TRIM AND APPEARANCE HOLES FOR ADJUST SHELF SUPPORTS (TYP.) 1'-0"* 3" WALL CABINET - TYPICALSCALE: 3/4" = 1'-0"8 SECTION LINE OF PLAM FASCIA OR VERT. GYP BD. SOFFIT - COORD. W/ ELEVATIONS LOBBY / ACTIVITY CABINETSCALE: 3/4" = 1'-0"6 SECTION T/ CABINET EL: 7'-0" DOOR PULL 3/4" BACK PANEL FINISH LINE OF WALL BLOCKING AS NEEDED NOTE: REFER TO ELEVATIONS FOR FINAL DOOR TRIM AND APPEARANCE 1'-0" 3" WALL CABINET, OVER APPLIANCESCALE: 3/4" = 1'-0"7 SECTION LINE OF PLAM FASCIA OR VERT. GYP BD. SOFFIT - COORD. W/ ELEVATIONS 1' - 3 " VA R I E S , R E F T O E L E V A T I O N S 614" 8" CONCEALED MOUNTING CLIP; BASIS OF DESIGN KEKU SUSPENSION FASTENER REMOVABLE ACCESS PANEL; SCHEDULED PLAM 9" 2'-1" 2' - 1 0 " 3"1 4" 112" 1/4" BACK PANEL PLAM DOOR W/ FLUSH OVERLAY HINGES ADJUSTABLE SHELF PLYWOOD SUBBASE CONT. (TYP.) WITH SCHEDULED BASE LOCK, TYP. DOOR PULL BASE CABINET - TYPICALSCALE: 3/4" = 1'-0"5B SECTION 1'-81 2" 1'-111 4" 3 4"2" NOTE: TOE CLEARANCE TO MATCH HEIGHT OF SCHEDULED BASE NATURAL STONE COUNTERTOP WITH 1/8" EASED EDGES 1'-6" 2' - 1 0 " 3"1 4" 112" 1/4" BACK PANEL PLAM DOOR W/ FLUSH OVERLAY HINGES ADJUSTABLE SHELF SCHEDULED BASE LOCK, TYP. DOOR PULL 1'-41 4" NATURAL STONE COUNTERTOP WITH 1/8" EASED EDGES 1' - 0 " 1' - 1 0 " LOBBY RECEPTION 2' - 6 " 112" SCHEDULED PLAM NS2 COUNTERTOP W/ 1/8" RADIUS EASED EDGE 31 2" 2'-11" PL1 BASE 24" KNEE WALL HIDDEN GRANITE SUPPORT BRACKET FROM ORIGINALGRANITEBRACKET.COM SPACED PER MANUFACTURER, PAINTED WHITE 6" 11 2" 2'-0" RECEPTION DESKSCALE: 3/4" = 1'-0"2 SECTION 1'-73 4" 1'-111 4" 2'-1" 2' - 6 " 11 2"2" 3" 1 4" 112" 1/4" BACK PANEL PLAM DOOR, W/ FLUSH OVERLAY HINGES HOLES FOR ADJUST SHELF SUPPORTS (TYP.) ADJUSTABLE SHELF PLYWOOD SUBBASE CONT. (TYP.) WITH SCHEDULED BASE MELAMINE FOR CABINET INTERIORS NOT EXPOSED TO VIEW (TYP) DOOR PULL LOCK, TYP. FINISH LINE OF WALL NS2 COUNTERTOP W/ 1/8" RADIUS EASED EDGE. SCRIBE TO WALL. COLOR-MATCH CAULK NOTE: TOE CLEARANCE TO MATCH HEIGHT OF SCHEDULED BASE LOBBY RECEPTION 2' - 6 " 112" SCHEDULED PLAM NS2 COUNTERTOP W/ 1/8" RADIUS EASED EDGE 2'-1" PL1 BASE 3' - 6 " 10" NS3 NATURAL STONE 41 2"2'-41 2"11 2" 112" 2'-8" 2' - 1 0 " NATURAL STONE COUNTERTOP WITH 1/8" EASED EDGES 2" AL DINING SERVER STATION PLAM FINISH PLAM BASE 41 4" 2'-11 2" 2'-51 4" 2'-7" 2' - 1 0 " 3 4"2" 6" 3" 1 4"112" 1/4" BACK PANEL DOOR, W/ FLUSH OVERLAY HINGES HOLES FOR ADJUST SHELF SUPPORTS (TYP.) ADJUSTABLE SHELF PLYWOOD SUBBASE CONT. (TYP.) WITH SCHEDULED BASE DRAWER PULL LOCK, TYP. DOOR PULL LOCK, TYP. FINISH LINE OF WALL NATURAL STONE BACKSPLASH NATURAL STONE COUNTERTOP WITH 1/8" EASED EDGE. SCRIBE TO WALL. COLOR-MATCH CAULK SCHEDULED FINISH 4" NOTE: TOE CLEARANCES TO MATCH HEIGHT OF SCHEDULED BASE B/ SOFFIT 7'-6" A.F.F. FIREPLACESCALE: 3/4" = 1'-0"15 SECTION FIREPLACESCALE: 3/4" = 1'-0"14 SECTION 2X WOOD STUDS @ 16" O.C. ALIGNED W/ EXISTING STRUCTURAL WALL, BEYOND NS1 STACKED STONE MORTAR SETTING BED 5 8" CEMENT BOARD NS2 NATURAL STONE LINE OF NS2 NATURAL STONE, BEYOND LINE OF CEILING 1' - 6 " 2" 1' - 0 " CLEAR TEMPERED GLASS 1 4" ALUMINUM U-CHANNEL 1 2" FIRE TREATED PLYWOOD 1' - 8 " 2" AIR INTAKE; CONTRACTOR TO COORDINATE PER MANUFACTURER'S INSTRUCTIONS MDF PAINTED TO MATCH CULTURED STONE LINE OF STONE, BEYOND LINE OF MTL STUD, BEYOND 412" NS1 STACKED STONE 1" 2'-6"1"1" HORIZONTAL BRACING 2'-6"1"1" LINE OF CEILING NS2 NATURAL STONE NS2 NATURAL STONE, BEYOND NS1 STACKED STONE 1' - 6 " 1' - 3 " 1' - 3 " COUNTER (OPEN BELOW)SCALE: 3/4" = 1'-0"10 SECTION 2'-103 4" 112" NS3 COUNTERTOP WITH 1/8" EASED EDGE 2' - 1 0 " NOTE: TOE CLEARANCE TO MATCH HEIGHT OF SCHEDULED BASE 30" KNEE WALL HIDDEN GRANITE SUPPORT BRACKET FROM ORIGINALGRANITEBRACKET.COM SPACED PER MANUFACTURER, PAINTED WHITE 4"4" 4" 1 2" 1 2" HOLES FOR ADJUST SHELF SUPPORTS (TYP.) LED STRIP CHANNEL, CLEAR DIFFUSER 3 16" STEEL BRACKET W/ 3 4" x 17-1 2" STEEL ROD SUPPORTS ROUTED PLAM SHELF, FITTED ON STEEL SUPPORTS; SHELF FINISHED ON ALL SIDES WOOD TRIM TO HIDE LIGHT, PAINTED TO MATCH ADJACENT WALL LED STRIP CHANNEL, CLEAR DIFFUSER WOOD TRIM TO HIDE LIGHT, PAINTED TO MATCH ADJACENT WALL 1/2" REVEAL, PAINTED SAME AS WALL LOCK, TYP. LOCK, TYP. NOTE: REFER TO ELEVATIONS FOR CABINET HEIGHTS AND NUMBER OF ADJUSTABLE SHELVES 24" KNEE WALL HIDDEN GRANITE SUPPORT BRACKET FROM ORIGINALGRANITEBRACKET.COM SPACED PER MANUFACTURER, PAINTED WHITE 28" KNEE WALL HIDDEN GRANITE SUPPORT BRACKET FROM ORIGINALGRANITEBRACKET.COM SPACED PER MANUFACTURER, PAINTED WHITE 112" 2'-7" NATURAL STONE COUNTERTOP & BACKSPLASH WITH 1/8" EASED EDGE SCHEDULED BASE LINE OF CABINET END PANEL BEYOND, PLAM FINISH 2' - 1 0 " 614" 8" CONCEALED MOUNTING CLIP; BASIS OF DESIGN KEKU SUSPENSION FASTENER REMOVABLE ACCESS PANEL; SCHEDULED PLAM 9" 4" PL1 DOOR W/ FLUSH OVERLAY HINGES AND TOE KICK DOOR PULL LOCK, TYP. PL1 FINISH PANEL, BEYOND LINE OF NEW WALL, BEYOND AL DINING MC COUNTRY KITCHEN 2" 1 4" GYP. BD. CEILING, PAINTED PL2 MANTEL; DESIGN INTENT IS TO ALIGN WITH ADJACENT STONE 1" TELEVISION, PROVIDE BLOCKING AS REQUIRED BACKLIT ANODIZED ALUMINUM LOGO ON METAL STANDOFFS, DARK BRONZE FINISH NS1 STACKED STONE MORTAR SETTING BED 5 8" CEMENT BOARD HORIZONTAL BRACING 5/8" CEMENT BOARD NETZERO WATERPLACE INSTALLED PER MANUFACTURER VARIES VARIES VARIES 2' - 1 0 " TRASH BASE CABINET BTSCALE: 3/4" = 1'-0"16 SECTION 3 4"23 4" 1 4" 112" 1/4" BACK PANEL PLAM DOOR MOUNTED TO REV-A-SHELF HARDWARE REV-A-SHELF PULL-OUT WASTE CONTAINER SYSTEM W/ SOFT-CLOSE SIDES FINISH LINE OF WALL SCHEDULED COUNTERTOP WITH 1 8" EASED EDGE. SCRIBE TO WALL. COLOR-MATCH CAULK DOOR PULL 5" H x 9" W OPENING W/ 1" RADIUS CORNERS, CENTERED 2' - 0 1 4" SCHEDULED BACKSPLASH PLYWOOD SUB-BASE CONT. (TYP.) WITH PLAM BASE; MATCH ADJACENT BASE HEIGHT 6" 1 4" FILE CABINET, CASTERSSCALE: 3/4" = 1'-0"17 SECTION 112" 1 4" 10 " 2' - 4 1 4"10 " 1 4"514" 3 4" 2'-0" DRAWER PULL SCHEDULED PLAM OVER SHEET GOODS KNAPE & VOGT KV-8400 FULL EXTENSION DRAWER SLIDES 100 LB. CAPACITY OR EQUIVALENT METAL TOP RAIL FOR HANGING FILES CASTER LOCK 5' - 0 " 1' - 2 " 1 4" ALUMINUM U-CHANNEL 1 4" ALUMINUM U-CHANNEL 3FORM RESIN PANEL LINE OF PL1 WALL, BEYOND EXISTING GYP. CEILING GYP. BD. WALL, PAINTED P1 PL1 BASE GYP. BD. WALL, PL1 FINISH GYP. BD. WALL, PAINTED P1 SALON SINK CABINET SCSCALE: 3/4" = 1'-0"18 SECTION 1/4" BACK PANEL 3" 2' - 6 " COUNTER, BEYOND FINISH LINE OF WALL NS2 COUNTERTOP WITH 1/8" EASED EDGE PLAM DOOR, W/ FLUSH OVERLAY HINGES DOOR PULL COLLINS CB81 PORCELAIN SHAMPOO BOWL IN BLACK; NECK REST HEIGHT TO BE 30" A.F.F. 3' - 2 " 1'-0" 1'-81 2" 1'-111 4" 3 4"2" 2'-1" PLYWOOD SUBBASE CONT. (TYP.) WITH SCHEDULED BASE NOTE: TOE CLEARANCES TO MATCH HEIGHT OF SCHEDULED BASE 2'-1" 3' - 2 " 6" 3" 1 4" 112" 1/4" BACK PANEL PLAM DOOR W/ FLUSH OVERLAY HINGES HOLES FOR ADJUST SHELF SUPPORTS (TYP.) ADJUSTABLE SHELF PLYWOOD SUBBASE CONT. (TYP.) WITH SCHEDULED BASE DRAWER PULL LOCK, TYP. DOOR PULL LOCK, TYP. QUARTZ COUNTERTOP WITH 1/8" EASED EDGE. SCRIBE TO WALL. COLOR-MATCH CAULK SALON BASE CABINET SCSCALE: 3/4" = 1'-0"19 SECTION 1'-81 2" 1'-111 4" 3 4"2"NOTE: TOE CLEARANCES TO MATCH HEIGHT OF SCHEDULED BASE DUPLEX RECEPTACLE, BEYOND, FLUSH WITH PL1 FINISH PANEL REFER TO ELECTRICAL CONTINUOUS COLOR-MATCH SEALANT BETWEEN CHANNEL AND GYP BD. CONTINUOUS COLOR-MATCH SEALANT BETWEEN CHANNEL AND NS3 CONTINUOUS SEALANT CONTINUOUS SEALANT 112" 112" 2' - 6 " 1' - 1 1 2" SOLID SURFACE SHELF FITTED ON STEEL SUPPORTS GYP BD WALL 3 16" STEEL BRACKET W/ 3 4" x 7-12" STEEL ROD SUPPORTS 2X WOOD BLOCKING PL1 UPPER CABINETS, BEYOND SCHEDULED SOFFIT 1' - 1 1 2" COUNTRY KITCHEN OPEN SHELVINGSCALE: 3/4" = 1'-0"18 SECTION 2'-93 8"3 4"3 4" 1'-0" LO BP, EB MILLWORK SECTION AND DETAILS A931 2010A.00 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING Bid and Permit Set 10.24.2023 REGISTERED ARCHITECT BRIAN ALLEN PUGH STATE OF WASHINGTON 23016362 1. UNLESS NOTED OTHERWISE, THE SIZE OF EACH BRANCH DUCT TO A TERMINAL AIR BOX (TAB) SHALL MATCH THE INLET SIZE UNLESS THE BRANCH IS GREATER THAN 6 FEET IN LENGTH, IN WHICH CASE THE BRANCH DUCT SHALL BE SIZED AT A PRESSURE DROP OF 0.07" W.C. PER 100' OF DUCTWORK. 2. UNLESS NOTED OTHERWISE, THE SIZE OF EACH BRANCH DUCT TO AN AIR TERMINAL SHALL MATCH THE INLET SIZE. 3. ALIGN TEMPERATURE SENSORS WITH LIGHT SWITCHES AND WHEN IN CLOSE PROXIMITY TO EACH OTHER. 4. PROVIDE ACCESS DOORS AT ALL DUCT MOUNTED EQUIPMENT. 5. EXISTING AIR INLET AND OUTLET CFM SHOWN ON DRAWINGS ARE FROM EXISTING DRAWINGS, AND ARE FOR REFERENCE ONLY. CONTRACTOR SHALL USE PRE-BALANCE VALUES, AND NOT EXISTING CFM SHOWN ON DRAWINGS. 6. CONTRACTOR MAY REUSE PORTIONS OF EXISTING DUCT PROVIDED SIZES AND PRESSURE CLASSES ARE CORRECT, DUCT IS THOROUGHLY CLEANED AND FREE OF DEFECTS, AND ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL PENETRATIONS ARE SEALED AS SPECIFIED FOR NEW DUCTWORK. VENTILATION GENERAL NOTES: 1. BEFORE ANY DEMOLITION WORK IS BEGUN A COMPLETE AIR BALANCE TEST SHALL BE PERFORMED BY THE TESTING, ADJUSTING AND BALANCING (TAB) CONTRACTOR ON EXISTING FURNACES SERVING THE AREAS AFFECTED BY CONSTRUCTION. 2. PROVIDE DUCT TRAVERSE READINGS AT LOCATIONS DESIGNATED ON THE DRAWINGS. THOSE MEASUREMENTS SHALL BE INCLUDED IN THE PRE DEMOLITION REPORT. READINGS SHALL BE DESIGNATED WITH THE ROOM NAME AND NUMBER AS MARKED ON THE DRAWINGS. IF FLOOR PLANS DO NOT HAVE UNIQUE ROOM NAMES AND NUMBERS, TAB CONTRACTOR SHALL INCLUDE FLOOR PLAN WITH UNIQUE NUMBER DESIGNATIONS ASSIGNED TO READINGS THAT MATCH THOSE USED IN THE FINAL PRE-DEMOLITION REPORT. DRAWINGS THAT ARE HAND-MARKED WITH RED INK ARE ACCEPTABLE, PROVIDED THEY ARE LEGIBLE. 3. IN THE EVENT A DUCT TRAVERSE LOCATION AS MARKED ON THIS PLAN IS INACCESSIBLE FOR MEASUREMENT, THE TAB CONTRACTOR SHALL PERFORM THE TRAVERSE AT AN ALTERNATE LOCATION OR SHALL TAKE MULTIPLE DUCT TRAVERSES AND/OR READINGS AS REQUIRED TO DETERMINE THE AIRFLOW READING WHERE THE DUCT TRAVERSE SYMBOL IS SHOWN. IN THE EVENT TRAVERSES ARE TAKEN AT ALTERNATE LOCATION(S), TAB CONTRACTOR SHALL INCLUDE A DRAWING THAT SHOWS THE LOCATIONS WHERE THE ACTUAL MEASUREMENTS WERE TAKEN. 4. TAKE A DUCT STATIC PRESSURE READING AT EACH LOCATION WHERE A DUCT TRAVERSE READING IS TAKEN AND INCLUDE IN THE FINAL PRE-DEMOLITION TAB REPORT. 5. TAB CONTRACTOR SHALL COMPILE AND SUBMIT THE FINAL PRE-DEMOLITION REPORT WITHIN 10 WORKING DAYS AFTER THE FIELD MEASUREMENTS ARE COMPLETED. FINAL TAB REPORT SHALL BE SUBMITTED FOR REVIEW TO THE ARCHITECT/ENGINEER. TESTING SHALL INCLUDE ALL ITEMS REQUIRED IN THE SPECIFICATIONS. 6. TAB CONTRACTOR SHALL PROVIDE DUCT TRAVERSE READINGS AT LOCATIONS DESIGNATED ON THE DRAWINGS. THOSE MEASUREMENTS SHALL BE INCLUDED IN THE POST-CONSTRUCTION REPORT AND SHALL BE DESIGNATED WITH THE IDENTIFIER AS MARKED ON THE CONSTRUCTION DRAWINGS. GRILLE AND DIFFUSER READINGS SHALL BE DESIGNATED WITH THE ROOM NAME AND NUMBER AS MARKED ON THE DRAWINGS. IF THE DRAWINGS DO NOT HAVE UNIQUE ROOM NAMES AND NUMBERS, TAB CONTRACTOR SHALL INCLUDE FLOOR PLANS WITH UNIQUE NUMBER DESIGNATIONS ASSIGNED TO TRAVERSES, GRILLES, AND DIFFUSERS THAT MATCH THOSE USED IN THE FINAL PRE-DEMOLITION REPORT. SIMILAR ROOM NAMES, NUMBERS, OR DESIGNATIONS SHALL BE USED TO SIMPLIFY THE CROSS-REFERENCING OF READINGS TAKEN BETWEEN PRE-DEMOLITION AND POST- CONSTRUCTION REPORTS. TAB PRE-DEMOLITION NOTES: 1. AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, TESTING, ADJUSTING (TAB) AND BALANCING CONTRACTOR SHALL REBALANCE AS REQUIRED TO ACHIEVE THE NEW AIRFLOW VALUES SHOWN ON THE CONSTRUCTION DRAWINGS. 2. AREAS SERVED BY THIS EQUIPMENT WHICH WERE NOT RENOVATED SHALL BE RE- BALANCED TO THE AIRFLOW RATES MEASURED BEFORE THE RENOVATION OCCURRED (REFER TO THE FINAL PRE-DEMOLITION REPORT). 3. IF DUCT TRAVERSE LOCATION AS MARKED ON THE DRAWINGS IS INACCESSIBLE FOR MEASUREMENT, THE TAB CONTRACTOR SHALL PERFORM THE TRAVERSE AT AN ALTERNATE LOCATION OR SHALL TAKE MULTIPLE DUCT TRAVERSES AND/OR GRILLE READINGS AS REQUIRED TO DETERMINE THE FLOW RATE. IN THE EVENT TRAVERSES ARE TAKEN AT AN ALTERNATE LOCATION(S), TAB CONTRACTOR SHALL INCLUDE A DRAWING THAT SHOWS THE LOCATIONS WHERE THE ACTUAL MEASUREMENTS WERE TAKEN. 4. A DUCT STATIC PRESSURE READING SHALL BE TAKEN AT EACH LOCATION WHERE A DUCT TRAVERSE READING IS TAKEN AND SHALL BE INCLUDED IN THE FINAL POST-CONSTRUCTION TAB REPORT. 5. TAB CONTRACTOR SHALL COMPILE AND SUBMIT THE FINAL POST-CONSTRUCTION TAB REPORT AS REQUIRED BY SECTION 23 05 93. 6. THE FINAL POST CONSTRUCTION REPORT SHALL INCLUDE ALL ITEMS REQUIRED IN THE SPECIFICATIONS. TAB POST-CONSTRUCTION NOTES: MECHANICAL GENERAL NOTES: THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL. 1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC., AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT. 2. CATALOG AND MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE DESCRIPTION OF MATERIAL SCHEDULED ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL AND SCHEDULED PERFORMANCE TAKES PRECEDENCE OVER THE MODEL NUMBER. THE FIRST MANUFACTURER SCHEDULED IS THE BASIS OF DESIGN. 3. DETERMINATION OF QUANTITIES OF MATERIAL AND EQUIPMENT REQUIRED SHALL BE MADE BY THE CONTRACTOR FROM THE DOCUMENTS. WHERE MATERIAL AND/OR QUANTITY DISCREPANCIES ARISE BETWEEN DRAWINGS, SCHEDULES AND/OR SPECIFICATIONS, THE HIGHER QUALITY/ GREATER NUMBER SHALL GOVERN. 4. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES. 5. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS. 6. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS. 7. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS. 8. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN. 9. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS. 10. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH. 11. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING. 12. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE. 13. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS. 14. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT. 15. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC. 16. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES. 17. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6”IN FRONT OF ALL ELECTRICAL EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS. 18. MAINTAIN THE DEDICATED ELECTRICAL EQUIPMENT SPACE DEFINED BY THE WIDTH / DEPTH OF ELECTRICAL EQUIPMENT MEASURED FROM THE FLOOR TO A HEIGHT 6’-0”ABOVE THE EQUIPMENT OR THE STRUCTURAL CEILING, WHICHEVER IS LOWER. SYSTEMS FOREIGN TO THE ELECTRICAL DISTRIBUTION SYSTEM ARE NOT ALLOWED IN THE DEDICATED ELECTRICAL SPACE INCLUDING: DUCTWORK, PIPING, ETC. 19. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL EXTEND MINIMUM 6”BEYOND ALL SIDES OF EQUIPMENT. 20. DO NOT EXCEED 25 LBS PER HANGER AND A MINIMUM SPACING OF 2'-0" ON CENTER WHEN ATTACHING TO METAL ROOF DECKING (LIMITATION NOT REQUIRED WITH CONCRETE ON METAL DECK). THIS 25 LBS. LOAD AND 2'-0" SPACING INCLUDE ADJACENT ELECTRICAL AND ARCHITECTURAL ITEMS HANGING FROM DECK. IF THE HANGER RESTRICTIONS CANNOT BE ACHIEVED, SUPPLEMENTAL FRAMING OFF STEEL FRAMING SHALL BE ADDED. ANCHORS EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN ACCORDANCE WITH SPECIFICATIONS. MECHANICAL RENOVATION NOTES: THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL. 1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING. 2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK. 3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS. 4. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF THEIR WORK AND SHALL NOTIFY THE GENERAL CONTRACTOR PRIOR TO BIDDING IF OTHER UTILITIES ARE REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO THEIR AREA OF WORK. 5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS. CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING. 7. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK. 8. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT REMAIN ACTIVE. 9. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW SYSTEMS ARE INSTALLED. 10. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE. 11. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT THAT HAS BEEN REMOVED. 12. PROPERLY RECLAIM AND DISPOSE OF ALL REFRIGERANT IN REMOVED EQUIPMENT/ REFRIGERANT PIPING. RECLAIMED REFRIGERANT SHALL HAVE DOCUMENTATION AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ). PLAN OR DETAIL NUMBER PLAN OR DETAIL NAME PLAN OR DETAIL SCALE DETAIL REFERRED TO BY SECTION CUT SHEET DETAIL IS LOCATED ON NAME 1 VIEW NAME 1/8" = 1'-0" 1 M101 1 4 3 2 SIMSIM INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS LEVEL NAME 10'-0"HEIGHT ABOVE PROJECT 0'-0" 1 INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL NO R HT INDICATES DIRECTION OF TRUE NORTH VIEW KEY LINE TYPE AND TAG KEY: NEW WORK BY THIS CONTRACTOR (WIDE LINE) NEW EXISTING TO BE REMOVED (SHORT DASHED PATTERN) NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE) EXISTING EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN) EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE. 'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL T101 BUILDING CODE:IBC 2018 (WITH WA STATE AMENDMENTS) FIRE CODE:IFC 2018 (WITH WA STATE AMENDMENTS) PLUMBING CODE:UPC 2018 (WITH WA STATE AMENDMENTS) MECHANICAL CODE:IMC 2018 (WITH WA STATE AMENDMENTS) ELECTRICAL CODE:NFPA 70 (NEC) 2020 EDITION (WITH WA STATE AMENDMENTS) LIFE SAFETY CODE:NFPA 101 2020 EDITION (WITH WA STATE AMENDMENTS) ENERGY CONSERVATION CODE:IECC 2021 (WITH WA STATE AMENDMENTS) HEALTH DEPARTMENT CODE:CURRENT EDITION LOCAL BUILDING CODE:CURRENT EDITION APPLICABLE CODES CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: TEMPERATURE CONTROLS CONTRACTORT.C.C. CIVIL CONTRACTORC.C. FIRE PROTECTION CONTRACTORF.P.C. HEATING CONTRACTORH.C. PLUMBING CONTRACTORP.C. GENERAL CONTRACTORG.C. MECHANICAL CONTRACTORM.C. VENTILATION CONTRACTORV.C. ELECTRICAL CONTRACTORE.C. CONTRACTOR ABBREVIATION KEY ABBR:DESCRIPTION: CONSTRUCTION MANAGERC.M. FOOD SERVICE CONTRACTORF.S.C. HVAC ABBREVIATION KEY ABBR:DESCRIPTION: EA EXHAUST/RELIEF AIR RA RETURN AIR SA SUPPLY AIR DIRECTION OF AIR FLOW FLEXIBLE DUCT MANUAL VOLUME DAMPER DUCT CAP DUCT DOWN DUCT UP SUPPLY/OUTSIDE AIR DUCT SECTION RETURN AIR DUCT SECTION EXHAUST/RELIEF AIR DUCT SECTION SD-1 6/115 AIR TERMINAL PROPERTIES SYMBOL NECK SIZE/CFM THERMOSTAT/SENSORT HVAC SYMBOL LIST SYMBOL:DESCRIPTION: NOT ALL SYMBOLS MAY APPLY. N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING M000 HVAC COVERSHEET MRMSVV 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 100% CDs 10/20/2023 GARAGE OFFICE STAIR EMPLOYEE LOUNGE JANITOR MECH MEDS ED OFFICE BOM OFFICE TLT. FILE KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR CORRIDOR CORRIDOR MC ACTIVITY MECH / ELEC OFFICE TOILET LOBBY ELEVATOR EMR STOR. AL DINING SERVER STATION PRIVATE DINING MC DINING COUNTRY KITCHEN TOILET VESTIBULE ELEVATOR WAITING OFFICE OFFICE OFFICE CORRIDOR CORRIDOR CORRIDOR UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 149 158 XXX XXX 126 122 124 125 123 128 137 141 145 XXX 139 138 118121 XXX XXX 120 134 133 132 135 136 159 117 119 118 148 146 T T T T T T PTAC-E PTAC-E PTAC-E PTAC-EPTAC-E PTAC-E 22x12 SA16x12 SA RG-E RG-E SD-E SD-E SD-E SD-E 8ø RA 12x12 16x12 CAP 22 x 1 2 SG-E SG-E 14x14 UP TO FAN ON ROOF. 22 x 1 2 RG-E 22x12 EG-E 8x8 EA UP RG-E REMOVE EXISTING ABANDONED T-STATS AND THEIR ASSOCIATED CONTROLS AND WIRING. EG-E EG-E 24x18 SD-E SD-E REMOVE EXISTING ABANDONED T-STATS AND THEIR ASSOCIATED CONTROLS AND WIRING. SD-E SD-E REMOVE EXISTING ABANDONED T-STAT AND ITS ASSOCIATED CONTROLS AND WIRING. 1 1 SD-E F-1-E F-3-E F-2-E 2 2 2 3 33 3 3 3 3 3 33 SD-E 3 3 3 REMOVE AND PREPARE TO RELOCATE EXISTING ACTIVE T-STAT. 3 3 PTAC-EEG-E EXISTING THERMOSTAT TO BE RELOCATED TO LOCATION SHOWN ON NEW PLAN. RETURN DUCTWORK TO BE REMOVED. NEW RETURN DUCTWORK TO BE INSTALLED TO COORDINATE WITH NEW CEILING. REMOVE AND REINSTALL EXISTING EXHAUST FAN AS REQUIRED FOR NEW CEILING INSTALLATION. SG EF REMOVE EXISTING EXHAUST FAN. PREPARE TO INSTALL NEW. 3 3 3 SD-E SG-E 3 SD-E 3 SD-E N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING M111 LEVEL 01 DEMOLITION PLAN - VENTILATION MRMSVV NO R HT 1/8" = 1'-0" LEVEL 01 DEMOLITION PLAN - VENTILATION1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 KEYNOTES: 1. REMOVE EXISTING GRILLES AND PREPARE TO INSTALL NEW. 2. BEFORE CONSTRUCTION BEGINS, PERFORM PRE-TEST ON EXISTING FURNACE. PERFORM DUCT TRAVERSE READING ON THE LOCATION NOTED, BOTH SUPPLY AND RETURN DUCT. SET FURNACE FAN SPEED TO MAXIMUM PRIOR TO TAKING MEASUREMENTS. INTENT IS TO MEASURE THE FULL AIRFLOW PROVIDED BY THE FURNACE. SEE SPECIFICATION SECTION 23 05 93 FOR ALL REQUIREMENTS. 3. BEFORE CONSTRUCTION BEGINS, PERFORM PRE-TEST ON EXISTING DIFFUSER/GRILLE. SET FURNACE FAN SPEED TO MAXIMUM PRIOR TO TAKING MEASUREMENTS. SEE SPECIFICATION SECTION 23 05 93 FOR ALL REQUIREMENTS. 100% CDs 10/20/2023 # UNIT CORRIDOR ACTIVITY CLOSET LINEN TLT. LAUNDRY MECH / ELEC JANITOR STAIR CORRIDOR CORRIDOR CORRIDOR CORRIDOR UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT 232 233 236 238 S4 229 241 237 239 T T EG-E EG-E EG-E 10x10 EA UP TO EXISTING EXHAUST FAN. REMOVE EXISTING EXHAUST FAN AND PREPARE TO REPLACE WITH NEW. 8x8 EA DOWN TO FLOOR BELOW. SD-E SD-E RG-E 10ø 6ø SD-E SD-E SD-ERG-E RG-E SD-E SD-E SD-E EXISTING FURNACES AND DUCTWORK LOCATED IN ATTIC ABOVE. F-7-E F-6-E33 3 3 3 3 3 3 3 3 3 2 2 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING M112 LEVEL 02 DEMOLITION PLAN - VENTILATION MRMSVV NO R HT 1/8" = 1'-0" LEVEL 02 DEMOLITION PLAN - VENTILATION1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 100% CDs 10/20/2023 KEYNOTES: 1. REMOVE EXISTING GRILLES AND PREPARE TO INSTALL NEW. 2. BEFORE CONSTRUCTION BEGINS, PERFORM PRE-TEST ON EXISTING FURNACE. PERFORM DUCT TRAVERSE READING ON THE LOCATION NOTED, BOTH SUPPLY AND RETURN DUCT. SET FURNACE FAN SPEED TO MAXIMUM PRIOR TO TAKING MEASUREMENTS. INTENT IS TO MEASURE THE FULL AIRFLOW PROVIDED BY THE FURNACE. SEE SPECIFICATION SECTION 23 05 93 FOR ALL REQUIREMENTS. 3. BEFORE CONSTRUCTION BEGINS, PERFORM PRE-TEST ON EXISTING DIFFUSER/GRILLE. SET FURNACE FAN SPEED TO MAXIMUM PRIOR TO TAKING MEASUREMENTS. SEE SPECIFICATION SECTION 23 05 93 FOR ALL REQUIREMENTS. # COUNTRY KITCHEN GARAGE OFFICE STAIR EMPLOYEE LOUNGE JANITOR MECH TLT. KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR CORRIDOR CORRIDOR MC ACTIVITY MECH / ELEC OFFICE TOILET LOBBY ELEVATOR EMR STOR. AL DINING SERVER STATION PRIVATE DINING MC DINING TOILET VESTIBULE ELEVATOR WAITING OFFICE OFFICE OFFICE CORRIDOR CORRIDOR CORRIDOR UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT MEDS ED OFFICE BOM OFFICE COPY CALMING SPACE COUNTRY KITCHEN SALES MC LIVING 136 149 158 XXX XXX 125 128 137 141 145 XXX 139 138 118121 XXX XXX 120 134 133 132 135 159 117 119 118 148 146 124 122 123 136 127 137 T T T SD-E SD-E EG-E EG-EEG-E CD-2 6/75 CD-1 8/100 RG-1 12x12/100 RG-1 12x12/75 SG-1 34x8/800 SG-1 34x8/800 RG-1 34x8/1200 SD-E EF-2 CD-1 8/300 CD-1 8/300 CD-1 8/300 CD-1 8/300 CD-1 8/150 14X14 UP TO FAN ON ROOF F-2-E 8ø RA 22x12 SA16x12 SA 16x10 RA 16x12 SA 12x12 SA 16x12 SA 22 x 1 2 S A RG-1 14x6/200 24x10 RA RG-1 22x22/1350 RELOCATED EXISTING ACTIVE T-STAT. EXTEND WIRING AS REQUIRED TO RE-INSTALL IN NEW LOCATION SHOWN. PTAC-E PTAC-E PTAC-E PTAC-E PTAC-E PTAC-E CD-1 8/125CD-1 8/150 PTAC-E 26x12 RA F-1-E F-3-E CD-1 10/300 INSTALL RETURN GRILLE IN VERTICAL PLANE IN SOFFIT. 22 x 1 2 R A 22x12 RA RELOCATED EXISTING THERMOSTAT.REMOVE AND REINSTALL EXISTING EXHAUST FAN AS REQUIRED FOR NEW CEILING INSTALLATION. EG-E SG-E 12ø SD-E SD-E 10 x 1 0 1 1 1 11 1 SD-E BALANCE THE EXHAUST GRILL TO 100 CFM BALANCE THE EXHAUST GRILL TO 100 CFM BALANCE THE EXHAUST GRILL TO 75 CFM 8x8 EA UP N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING M211 LEVEL 01 PLAN - VENTILATION MRMSVV NO R HT 1/8" = 1'-0" LEVEL 01 PLAN - VENTILATION1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 100% CDs 10/20/2023 KEYNOTES: 1. REBALANCE DIFFUSER TO VALUE MEASURED DURING PRE-TEST. REFER TO PRE-TEST FINAL REPORT FOR INFORMATION. SEE SPECIFICATION SECTION 23 05 93 FOR ALL REQUIREMENTS. # UNIT CORRIDOR ACTIVITY LINEN TLT. LAUNDRY MECH / ELEC JANITOR STAIR CORRIDOR CORRIDOR CORRIDOR CORRIDOR UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT STORAGE CLOSET 232 236 238 S4 229 241 237 239 233 T T 10x10 EA UP TO EXISTING EXHAUST FAN. INSTALL NEW EXHAUST FAN EF-1. 8x8 EA DOWN TO FLOOR BELOW. RG-E SD-E SD-E SD-E SD-E EG-E EG-E BALANCE THE EXHAUST GRILL TO 130 CFM BALANCE THE EXHAUST GRILL TO 140 CFM CD-1 12/400 CD-1 12/400 CD-1 12/400 RG-1 22x22/700 10ø SA 10ø SA 18x16 SA 10ø SA 12 ø 16x14 SA14ø SA12ø SA F-7-E F-6-E EXISTING FURNACES AND DUCTWORK LOCATED IN ATTIC ABOVE. BALANCE THE EXHAUST GRILL TO 70 CFM EG-E CAP N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING M212 LEVEL 02 PLAN - VENTILATION MRMSVV NO R HT 1/8" = 1'-0" LEVEL 02 PLAN - VENTILATION1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 100% CDs 10/20/2023 EXHAUST FAN CURB HEIGHT 12" ABOVE HIGH SIDE ROOF DECK EXISTING INSULATION FACTORY SUPPLIED GRAVITY BACKDRAFT DAMPER. DUCTWORK EXISTING FRAMING AND ROOF CRICKET 24 GAUGE MIN. BY G.C. CADMIUM PLATED LAG SCREWS PREFAB CURB BY G.C. (WITH WOOD NAILER) 0'-8" MIN. 0'-9" 0'-6" 0'-6" N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING M600 HVAC SCHEDULES MRMSVV 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 NOTES: 1. ALTERNATE BID: PROVIDE EXHAUST FAN AS PART OF ALTERNATE BID SCOPE. 2. PROVIDE SHAFT GROUNDING AS REQUIRED IN THE MOTOR SPECIFICATION 23 05 13. FAN SCHEDULE TAG NAME AREA SERVED CAPACITY CFM S.P. IN. W.C. WHEEL DIA. INCHES FAN RPM (NOTE F) DRIVE TYPE BACKDRAFT DAMPER TYPE CURB TYPE (NOTE G) ELECTRICAL (NOTE 1) MANUFACTURER MODEL NOTESBHP (NOTE E) MHP (NOTE E) VOLTAGE PHASES DISCONNECT CONTROLLER/ STARTER BY (NOTE A) TYPE (NOTE B) BY (NOTE A) TYPE (NOTE C) SCCR EF-1 EXISTING EXHAUST 750 0.75 10.1 1700 DIRECT GRAVITY MFR 0.16 0.25 120 1 MFR NF MFR ECM 5000 COOK ACED EF-2 TLT 125 100 0.25 4 1700 DIRECT GRAVITY N/A 0.0625 0.0625 120 1 MFR NF MFR NF 5000 COOK GEMINI GC G. CURB TYPE: MFR = STANDARD CURB BY MANUFACTURER GC = BY GENERAL CONTRACTOR SAC = SOUND ATTENUATOR CURB F. MUST BE WITHIN +/- 10% OF SCHEDULED RPM. E. NO EQUIPMENT SHALL BE SELECTED ABOVE 90% OF MOTOR NAME PLATE RATING. D. FAN RPM SHALL NOT EXCEED 110% OF SCHEDULED VALUE, WITH THE SCHEDULED WHEEL TYPE. SUBSTITUTION OF BI OR BIA FANS FOR FC IS ACCEPTABLE IF EFFICIENCY IS NOT LOWER. C. CONTROLLER STARTER TYPE: FV = FULL VOLTAGE WYE = WYE-DELTA SS = SOLID STATE (SOFT START) MS = MANUAL STARTER VFD = VARIABLE FREQUENCY DRIVE VFD/B = VARIABLE FREQUENCY DRIVE WITH BYPASS YD = WYE - DELTA B. DISCONNECT TYPE: CB = CIRCUIT BREAKER F = FUSED NF = NON-FUSED A. DISCONNECT AND CONTROLLER STARTER FURNISHED AND INSTALLED BY: MFR = MANUFACTURER EC = ELECTRICAL CONTRACTOR. MC = FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED BY ELECTRICAL CONTRACTOR. MFR/EC = FURNISHED LOOSE BY MANUFACTURER INSTALLED BY ELECTRICAL CONTRACTOR. ATC = AUTOMATIC TEMPERATURE CONTROL CONTRACTOR SCHEDULE GENERAL NOTES: NO SCALE ROOF FAN/CURB DETAIL1 NOTES: 1.CONTRACTOR SHALL DETERMINE PROPER BORDER TYPE TO MATCH CEILING CONSTRUCTION. 2.REFER TO DRAWINGS FOR NECK SIZE. ALL BRANCH DUCTW ORK TO AIR TERMINALS SHALL BE NECK SIZE UNLESS NOTED OTHERWISE. AIR TERMINAL SCHEDULE TAG NAME FACE SIZE (IN.) (NOTE 2)TYPE BORDER (NOTE 1)MATERIAL FINISH VOLUME DAMPER REQUIRED MANUFACTURER MODEL NOTES CD-1 24x24 PANEL FACE LAY-IN STEEL WHITE NO TITUS OMNI NOTES 1, 2 CD-2 12x12 PANEL FACE LAY-IN STEEL WHITE NO TITUS OMNI NOTES 1,2 EG-1 INLET +2 35 DEGREE DEFLECTION 1 1/4" STEEL WHITE NO TITUS 350R NOTES 1,2 RG-1 INLET +2 35 DEGREE DEFLECTION 1 1/4" STEEL WHITE NO TITUS 350R NOTES 1,2 SG-1 INLET +2 DOUBLE DEFLECTION 1 1/4" STEEL WHITE NO TITUS 300R NOTES 1,2 100% CDs 10/20/2023 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING M700 MECHANICAL SPECIFICATIONS MRMSVV 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 21 05 00 BASIC MECHANICAL REQUIREMENTS SCOPE OF WORK THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW MATERIALS AS INDICATED ON THE DRAWINGS, AND/OR IN THESE SPECIFICATIONS, AND ALL ITEMS REQUIRED TO MAKE ASSOCIATED PORTION OF THE MECHANICAL WORK A FINISHED AND WORKING SYSTEM. ALL WORK THAT WILL PRODUCE EXCESSIVE NOISE OR INTERFERENCE WITH NORMAL BUILDING OPERATIONS, AS DETERMINED BY THE OWNER/LANDLORD, SHALL BE SCHEDULED WITH THE OWNER/LANDLORD. IT MAY BE NECESSARY TO SCHEDULE SUCH WORK DURING UNOCCUPIED HOURS. THE OWNER/LANDLORD RESERVES THE RIGHT TO DETERMINE WHEN RESTRICTED CONSTRUCTION HOURS WILL BE REQUIRED. CONTRACTOR SHALL COORDINATE WITH THE LANDLORD DURING THE BIDDING PROCESS. ALL CONTRACTORS SHALL ESTABLISH UTILITY ELEVATIONS PRIOR TO FABRICATION AND SHALL COORDINATE THEIR MATERIAL AND EQUIPMENT WITH OTHER TRADES. THE MECHANICAL CONTRACTOR (FIRE PROTECTION/PLUMBING/HVAC/TEMPERATURE CONTROLS CONTRACTOR) SHALL: • BE RESPONSIBLE FOR ALL WIRING NOT SHOWN ON ELECTRICAL DRAWINGS BUT REQUIRED FOR MECHANICAL SYSTEMS. • VERIFY ALL EXISTING EQUIPMENT SIZES AND CAPACITIES WHERE UNITS ARE TO BE MODIFIED, MOVED, OR REPLACED. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING NEW UNITS OR REPLACEMENT UNITS. QUALITY ASSURANCE THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING COMPLETE AND OPERATING SYSTEMS. THE CONTRACTOR ACKNOWLEDGES AND UNDERSTANDS THAT THE CONTRACT DOCUMENTS ARE A TWO-DIMENSIONAL REPRESENTATION OF A THREE-DIMENSIONAL OBJECT, SUBJECT TO HUMAN INTERPRETATION. THIS REPRESENTATION MAY INCLUDE IMPERFECT DATA, INTERPRETED CODES, UTILITY GUIDELINES, THREE-DIMENSIONAL CONFLICTS, AND REQUIRED FIELD COORDINATION ITEMS. SUCH DEFICIENCIES CAN BE CORRECTED WHEN IDENTIFIED PRIOR TO ORDERING MATERIAL AND STARTING INSTALLATION. THE CONTRACTOR AGREES TO CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE DESIGN TEAM ANY DEFICIENCIES THE CONTRACTOR MAY DISCOVER. THE CONTRACTOR FURTHER AGREES TO REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND REPORT AT ONCE ANY DEFICIENCIES DISCOVERED. THE CONTRACTOR SHALL RESOLVE ALL REPORTED DEFICIENCIES WITH THE ARCHITECT/ENGINEER PRIOR TO AWARDING ANY SUBCONTRACTS, ORDERING MATERIAL, OR STARTING ANY WORK WITH THE CONTRACTOR'S OWN EMPLOYEES. ANY WORK PERFORMED PRIOR TO RECEIPT OF INSTRUCTIONS FROM THE DESIGN TEAM WILL BE DONE AT THE CONTRACTOR'S RISK. ONLY PRODUCTS OF REPUTABLE MANUFACTURERS ARE ACCEPTABLE. ALL CONTRACTORS AND SUBCONTRACTORS SHALL EMPLOY ONLY WORKERS SKILLED IN THEIR TRADES. CONSTRUCTION DRAWINGS FOR THIS PROJECT HAVE BEEN PREPARED UTILIZING AUTOCAD MEP. CONTRACTORS AND SUBCONTRACTORS MAY REQUEST ELECTRONIC MEDIA FILES OF THE CONTRACT DRAWINGS. THE ELECTRONIC CONTRACT DOCUMENTS CAN BE USED FOR PREPARATION OF SHOP DRAWINGS AND AS-BUILT DRAWINGS ONLY. THE INFORMATION MAY NOT BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT. CODES AND STANDARDS CONFORM TO ALL REQUIREMENTS OF THE CITY OF ARLINGTON, WA CODES, LAWS, ORDINANCES AND OTHER REGULATIONS HAVING JURISDICTION. CONFORM TO ALL WASHINGTON STATE CODES. IF THE CONTRACTOR NOTES, AT THE TIME OF BIDDING, THAT ANY PARTS OF THE DRAWINGS OR SPECIFICATIONS DO NOT COMPLY WITH THE CODES OR REGULATIONS, CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER IN WRITING, REQUESTING A CLARIFICATION. IF THERE IS INSUFFICIENT TIME FOR THIS PROCEDURE, CONTRACTOR SHALL SUBMIT WITH THE PROPOSAL A SEPARATE PRICE TO MAKE THE SYSTEM COMPLY WITH THE CODES AND REGULATIONS. ALL CHANGES TO THE SYSTEM MADE AFTER LETTING OF THE CONTRACT, TO COMPLY WITH CODES OR REQUIREMENTS OF INSPECTORS, SHALL BE MADE BY THE CONTRACTOR WITHOUT COST TO THE OWNER. IF THERE IS A DISCREPANCY BETWEEN MANUFACTURER'S RECOMMENDATIONS AND THESE SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. PERMITS AND FEES PROCURE ALL APPLICABLE PERMITS AND LICENSES. ABIDE BY LOCAL AND STATE LAWS, REGULATIONS, AND ORDINANCES. PAY ALL CHARGES FOR PERMITS OR LICENSES. PAY ALL FEES AND TAXES IMPOSED BY STATE, MUNICIPAL, AND OTHER REGULATORY BODIES. PAY ALL CHARGES ARISING OUT OF REQUIRED INSPECTIONS BY AN AUTHORIZED BODY. PAY ALL CHARGES ARISING OUT OF REQUIRED CONTRACT DOCUMENT REVIEWS ASSOCIATED WITH THE PROJECT AND AS INITIATED BY THE OWNER OR AUTHORIZED AGENCY/CONSULTANT. WHERE APPLICABLE, ALL FIXTURES, EQUIPMENT AND MATERIALS SHALL BE LISTED BY UNDERWRITER'S LABORATORIES, INC. SUBMITTALS SUBMITTALS SHALL BE REQUIRED WHERE REQUIRED IN THE SPECIFICATIONS OR ON THE DRAWINGS. THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF EACH SHOP DRAWING FOR REVIEW BY THE ARCHITECT/ENGINEER BEFORE RELEASING ANY EQUIPMENT FOR MANUFACTURE OR SHIPMENT. THE CONTRACTOR SHALL THOROUGHLY REVIEW AND APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTING THEM TO THE ARCHITECT/ENGINEER. CONTRACTOR SHALL CLEARLY MARK ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS ON ALL SUBMITTALS. ASSEMBLE ALL SUBMITTALS IN SETS BASED ON APPLICABLE SPECIFICATION SECTION. ALL SETS SHALL BE IDENTICAL AND CONTAIN AN INDEX OF THE ITEMS ENCLOSED WITH A GENERAL TOPIC DESCRIPTION ON THE COVER. WHERE MORE THAN ONE MODEL IS SHOWN ON A MANUFACTURER'S SHEET, CLEARLY INDICATE EXACTLY WHICH ITEM AND WHICH DATA IS RELEVANT TO THE WORK. REFER TO SUBSECTIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. PRODUCT DELIVERY, STORAGE, AND HANDLING EXERCISE CARE IN TRANSPORTING AND HANDLING TO AVOID DAMAGE TO MATERIALS. STORE MATERIALS ON THE SITE TO PREVENT DAMAGE. KEEP MATERIALS CLEAN, DRY AND FREE FROM HARMFUL CONDITIONS. IMMEDIATELY REMOVE ANY MATERIALS THAT BECOME WET OR THAT ARE SUSPECTED OF BECOMING CONTAMINATED WITH MOLD OR OTHER ORGANISMS. KEEP ALL BEARINGS PROPERLY LUBRICATED AND ALL BELTS PROPERLY TENSIONED AND ALIGNED. COORDINATE THE INSTALLATION OF HEAVY AND LARGE EQUIPMENT WITH THE GENERAL CONTRACTOR AND/OR OWNER. IF THE MECHANICAL CONTRACTOR DOES NOT HAVE PRIOR DOCUMENTED EXPERIENCE IN RIGGING AND LIFTING SIMILAR EQUIPMENT, HE/SHE SHALL CONTRACT WITH A QUALIFIED LIFTING AND RIGGING SERVICE THAT HAS SIMILAR DOCUMENTED EXPERIENCE. FOLLOW ALL EQUIPMENT LIFTING AND SUPPORT GUIDELINES FOR HANDLING AND MOVING. CONTRACTOR IS RESPONSIBLE FOR MOVING EQUIPMENT INTO THE BUILDING AND/OR SITE. CONTRACTOR SHALL REVIEW SITE PRIOR TO BID FOR PATH LOCATION AND ANY REQUIRED BUILDING MODIFICATIONS TO ALLOW MOVEMENT OF EQUIPMENT. CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH OTHER TRADES. WARRANTY PROVIDE MINIMUM ONE-YEAR WARRANTY COMMENCING ON DATE OF FINAL ACCEPTANCE FOR ALL FIXTURES, EQUIPMENT, MATERIALS, AND WORKMANSHIP. WARRANTY REQUIREMENTS SHALL EXTEND TO CORRECTION, WITHOUT COST TO OWNER, OF ALL WORK FOUND TO BE DEFECTIVE OR NONCONFORMING TO THE CONTRACT DOCUMENTS. REFER TO SUBSECTIONS FOR ADDITIONAL WARRANTY REQUIREMENTS. MATERIAL SUBSTITUTION WHERE SEVERAL MANUFACTURERS' NAMES ARE GIVEN, THE MANUFACTURER FOR WHICH A CATALOG NUMBER IS GIVEN IS THE BASIS OF DESIGN AND ESTABLISHES THE QUALITY REQUIRED. EQUIVALENT EQUIPMENT MANUFACTURED BY THE OTHER NAMED MANUFACTURERS MAY BE USED. CONTRACTOR SHALL ENSURE THAT ALL ITEMS SUBMITTED BY THESE OTHER MANUFACTURERS MEET ALL REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, AND FIT IN THE ALLOCATED SPACE. THE ARCHITECT/ENGINEER SHALL MAKE THE FINAL DETERMINATION OF WHETHER A PRODUCT IS EQUIVALENT. ANY MATERIAL, ARTICLE OR EQUIPMENT OF OTHER UNNAMED MANUFACTURERS WHICH WILL ADEQUATELY PERFORM THE SERVICES AND DUTIES IMPOSED BY THE DESIGN AND IS OF A QUALITY EQUAL TO OR BETTER THAN THE EQUIPMENT IDENTIFIED BY THE DRAWINGS MAY BE USED IF APPROVAL IS SECURED IN WRITING FROM THE ARCHITECT/ENGINEER VIA ADDENDUM. EXCAVATION, FILL, BACKFILL, COMPACTION UNDERGROUND PIPE SHALL BE LAID IN DRY TRENCHES MAINTAINED FREE OF ACCUMULATED WATER ON A BED OF CA6 FILL. BACKFILL MATERIAL SHALL BE FREE OF ROCK OR GRAVEL LARGER THAN 3”IN ANY DIMENSION AND SHALL BE FREE OF DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, HIGH VOID CONTENT, AND OTHER DELETERIOUS MATERIALS. PROVIDE AND OPERATE SUFFICIENT PUMPING EQUIPMENT TO MAINTAIN EXCAVATIONS, TRENCHES, AND PITS FREE OF WATER. DISPOSE OF PUMPED WATER SO OPERATION AREAS AND OTHER FACILITIES ARE NOT FLOODED. OBSERVATION OF WORK THE CONTRACTOR SHALL PROVIDE FOURTEEN (14) CALENDAR DAYS' NOTICE TO THE ARCHITECT/ENGINEER PRIOR TO COVERING INTERIOR PARTITIONS AND CHASES AND INSTALLING HARD OR SUSPENDED CEILINGS AND SOFFITS. ALL WORK ABOVE THE CEILINGS MUST BE COMPLETE PRIOR TO THE ARCHITECT/ENGINEER'S REVIEW. IN ORDER TO PREVENT THE FINAL JOBSITE OBSERVATION FROM OCCURRING TOO EARLY, THE CONTRACTOR SHALL REVIEW THE COMPLETION STATUS OF THE PROJECT AND CERTIFY IN WRITING THAT THE JOB IS READY FOR THE FINAL JOBSITE OBSERVATION. PROJECT CLOSEOUT SUBMIT THE FOLLOWING: OPERATION AND MAINTENANCE MANUALS INCLUDING BOUND COPIES OF APPROVED SHOP DRAWINGS, RECORD DOCUMENTS INCLUDING REPRODUCIBLE DRAWINGS COMPLETED IN REVIT, SPARE PARTS AND EXTRA MATERIALS IN QUANTITIES SPECIFIED IN THESE SPECIFICATIONS. OPERATION AND MAINTENANCE MANUALS SUBMIT AN ELECTRONIC COPY OF THE O&M MANUALS TO THE OWNER. OPERATION AND MAINTENANCE DATA SHALL CONSIST OF WRITTEN INSTRUCTIONS FOR THE CARE, MAINTENANCE, AND OPERATION OF THE EQUIPMENT AND SYSTEMS. INSTRUCTION BOOKS, CARDS, MANUALS FURNISHED WITH THE EQUIPMENT SHALL BE INCLUDED. ALL TEXT SHALL BE SEARCHABLE AND BOOKMARKS SHALL BE USED, DIVIDING INFORMATION BY SPECIFICATION SECTION. RECORD DOCUMENTS MAINTAIN AT THE JOB SITE A SEPARATE AND COMPLETE SET OF MECHANICAL DRAWINGS AND SPECIFICATIONS WITH ALL CHANGES MADE TO THE SYSTEMS CLEARLY AND PERMANENTLY MARKED IN COMPLETE DETAIL. MARK DRAWINGS TO INDICATE APPROVED SUBSTITUTIONS; CHANGE ORDERS, AND ACTUAL EQUIPMENT AND MATERIALS USED. ALL CHANGE ORDERS, RFI RESPONSES, CLARIFICATIONS AND OTHER SUPPLEMENTAL INSTRUCTIONS SHALL BE MARKED ON THE DOCUMENTS. RECORD DOCUMENTS THAT MERELY REFERENCE THE EXISTENCE OF THE ABOVE ITEMS ARE NOT ACCEPTABLE. RECORD CHANGES DAILY AND KEEP THE MARKED DRAWINGS AVAILABLE FOR THE ARCHITECT/ENGINEER'S EXAMINATION AT ANY NORMAL WORK TIME. UPON COMPLETING THE JOB, AND BEFORE FINAL PAYMENT IS MADE, PROVIDE REPRODUCIBLE DRAWINGS COMPLETED IN AUTOCAD TO THE ARCHITECT/ENGINEER. CLEANING THOROUGHLY CLEAN ALL EQUIPMENT AND SYSTEMS PRIOR TO THE OWNER'S FINAL ACCEPTANCE OF THE PROJECT. CLEAN ALL FOREIGN PAINT, GREASE, OIL, DIRT, LABELS, STICKERS, ETC. FROM ALL EQUIPMENT. REMOVE ALL RUBBISH, DEBRIS, ETC., ACCUMULATED DURING CONSTRUCTION FROM THE PREMISES. 23 05 03 THROUGH PENETRATION FIRESTOPPING INSTALLER QUALITY ASSURANCE INDIVIDUALS PERFORMING WORK SHALL BE CERTIFIED BY THE MANUFACTURER OF THE SYSTEM SELECTED FOR INSTALLATION. FOR RENOVATION PROJECTS, INSTALLER SHALL COORDINATE WITH BUILDING ENGINEER AND BUILDING STANDARDS TO MATCH MAKE/MODEL OF FIRESTOPPING USED THROUGHOUT BUILDING. WARRANTY PROVIDE ONE YEAR WARRANTY ON PARTS AND LABOR. WARRANTY SHALL COVER REPAIR OR REPLACEMENT OF FIRESTOP SYSTEMS WHICH FAIL IN JOINT ADHESION, COHESION, ABRASION RESISTANCE, WEATHER RESISTANCE, EXTRUSION RESISTANCE, MIGRATION RESISTANCE, STAIN RESISTANCE, GENERAL DURABILITY, OR APPEAR TO DETERIORATE IN ANY MANNER NOT CLEARLY SPECIFIED BY THE MANUFACTURER AS AN INHERENT QUALITY OF THE MATERIAL. DELIVERY, STORAGE, AND HANDLING STORE, PROTECT AND HANDLE PRODUCTS ON SITE. ACCEPT MATERIAL ON SITE IN FACTORY CONTAINERS AND PACKING. INSPECT FOR DAMAGE. PROTECT FROM DETERIORATION OR DAMAGE DUE TO MOISTURE, TEMPERATURE CHANGES, CONTAMINANTS, OR OTHER CAUSES. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR STORAGE. INSTALL MATERIAL PRIOR TO EXPIRATION OF PRODUCT SHELF LIFE. PERFORMANCE REQUIREMENTS FOR PENETRATIONS THROUGH THE FOLLOWING FIRE-RESISTANCE-RATED CONSTRUCTIONS, INCLUDING BOTH EMPTY OPENINGS AND OPENINGS CONTAINING PENETRATING ITEMS, PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS THAT ARE PRODUCED AND INSTALLED TO RESIST SPREAD OF FIRE ACCORDING TO REQUIREMENTS INDICATED, RESIST PASSAGE OF SMOKE AND OTHER GASES, AND MAINTAIN ORIGINAL FIRE-RESISTANCE RATING OF CONSTRUCTION PENETRATED. 1. FIRE-RESISTANCE-RATED WALLS INCLUDING FIRE PARTITIONS, FIRE BARRIERS, AND SMOKE BARRIERS. 2. FIRE-RESISTANCE-RATED HORIZONTAL ASSEMBLIES INCLUDING FLOORS, FLOOR/CEILING ASSEMBLIES, AND CEILING MEMBRANES OF ROOF/CEILING ASSEMBLIES. RATED SYSTEMS: PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS WITH THE FOLLOWING RATINGS DETERMINED PER UL 1479: 1. F-RATED SYSTEMS: PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS WITH F-RATINGS INDICATED, BUT NOT LESS THAN THAT EQUALING OR EXCEEDING FIRE-RESISTANCE RATING OF CONSTRUCTIONS PENETRATED. 2. T-RATED SYSTEMS: FOR THE FOLLOWING CONDITIONS, PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS WITH T- RATINGS INDICATED, AS WELL AS F-RATINGS: a. FLOOR PENETRATIONS LOCATED OUTSIDE WALL CAVITIES. b. FLOOR PENETRATIONS LOCATED OUTSIDE FIRE-RESISTANCE-RATED SHAFT ENCLOSURES. FOR THROUGH-PENETRATION FIRESTOP SYSTEMS EXPOSED TO LIGHT, TRAFFIC, MOISTURE, OR PHYSICAL DAMAGE, PROVIDE PRODUCTS THAT, AFTER CURING, DO NOT DETERIORATE WHEN EXPOSED TO THESE CONDITIONS BOTH DURING AND AFTER CONSTRUCTION. FOR THROUGH-PENETRATION FIRESTOP SYSTEMS EXPOSED TO VIEW, PROVIDE PRODUCTS WITH FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, AS DETERMINED PER ASTM E 84. MANUFACTURERS PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE THROUGH-PENETRATION FIRESTOP SYSTEMS INDICATED FOR EACH APPLICATION THAT ARE PRODUCED BY ONE OF THE FOLLOWING MANUFACTURERS. ALL FIRESTOPPING SYSTEMS INSTALLED SHALL BE PROVIDED BY A SINGLE MANUFACTURER. 1. 3M; FIRE PROTECTION PRODUCTS DIVISION. 2. HILTI, INC. 3. RECTORSEAL CORPORATION, METACAULK. 4. TREMCO; SEALANT/WEATHERPROOFING DIVISION. 5. JOHNS-MANVILLE. 6. SPECIFIED TECHNOLOGIES INC. (S.T.I.) 7. SPEC SEAL FIRESTOP PRODUCTS 8. AD FIREBARRIER PROTECTION SYSTEMS THROUGH PENETRATION FIRESTOP SYSTEMS PROVIDE MATERIALS AND SYSTEMS CLASSIFIED BY OR LISTED BY WARNOCK HERSEY TO PROVIDE FIRESTOPPING EQUAL TO TIME RATING OF CONSTRUCTION BEING PENETRATED. ALL FIRESTOPPING MATERIALS SHALL BE FREE OF ASBESTOS, LEAD, PCB'S, AND OTHER MATERIALS THAT WOULD REQUIRE HAZARDOUS WASTE REMOVAL. FIRESTOPPING SHALL BE FLEXIBLE TO ALLOW FOR NORMAL PENETRATING ITEM MOVEMENT DUE TO EXPANSION AND CONTRACTION. FIRESTOPPING SYSTEMS FOR PLUMBING AND WET PIPE SPRINKLER PIPING SHALL BE MOISTURE RESISTANT. PROVIDE FIRESTOPPING SYSTEMS CAPABLE OF SUPPORTING FLOOR LOADS WHERE SYSTEMS ARE EXPOSED TO POSSIBLE FLOOR LOADING OR TRAFFIC. PROVIDE FIRESTOPPING SYSTEMS ALLOWING CONTINUOUS INSULATION FOR ALL INSULATED PIPES. PROVIDE FIRESTOPPING SYSTEMS CLASSIFIED BY UL OR LISTED BY WARNOCK HERSEY FOR PENETRATIONS THROUGH ALL FIRE RATED CONSTRUCTION. FIRESTOPPING SYSTEMS SHALL BE SELECTED FROM THE UL OR LISTED BY WARNOCK HERSEY FIRE RESISTANCE DIRECTORY CATEGORY XHEZ BASED ON SUBSTRATE CONSTRUCTION AND PENETRATING ITEM SIZE AND MATERIAL AND SHALL FALL WITHIN THE RANGE OF NUMBERS LISTED: 1. NON-COMBUSTIBLE FRAMED WALLS -1 OR 2 HOUR RATED F RATING = WALL RATING T RATING = 0 L RATING = PENETRATING ITEM UL SYSTEM NO. NO PENETRATING ITEM WL 0000-0999* METALLIC PIPE OR CONDUIT WL 1000-1999 NON-METALLIC PIPE OR CONDUIT WL 2000-2999 ELECTRICAL CABLES WL 3000-3999 CABLE TRAYS WL 4000-4999 INSULATED PIPES WL 5000-5999 BUS DUCT AND MISC. ELECTRICAL WL 6000-6999 DUCT WITHOUT DAMPER AND MISC. MECHANICAL WL 7000-7999 MULTIPLE PENETRATIONS WL 8000-8999 2. CONCRETE OR MASONRY FLOORS AND WALLS -1 OR 2 HOUR RATED F RATING = WALL/FLOOR RATING T RATING (WALLS) = 0 OR WALL RATING T RATING (FLOORS) = FLOOR RATING L RATING = PENETRATING ITEM UL SYSTEM NO. NO PENETRATING ITEM CAJ 0000-0999* METALLIC PIPE OR CONDUIT CAJ 1000-1999 NON-METALLIC PIPE OR CONDUIT CAJ 2000-2999 ELECTRICAL CABLES CAJ 3000-3999 CABLE TRAYS CAJ 4000-4999 INSULATED PIPES CAJ 5000-5999 BUS DUCT AND MISC. ELECTRICAL CAJ 6000-6999 DUCT WITHOUT DAMPER AND MISC. MECHANICAL CAJ 7000-7999 MULTIPLE PENETRATIONS CAJ 8000-8999 *ALTERNATE METHOD OF FIRESTOPPING IS PATCHING OPENING TO MATCH ORIGINAL RATED CONSTRUCTION. ANY OPENING IN WALLS OR FLOORS NOT COVERED BY THE LISTED SERIES OF NUMBERS SHALL BE COORDINATED WITH THE FIRESTOPPING MANUFACTURER. ANY OPENINGS IN FLOORS OR WALLS NOT DESCRIBED IN THE UL OR LISTED BY WARNOCK HERSEY FIRE RESISTANCE DIRECTORY, OR OUTLINED IN MANUFACTURER'S INFORMATION SHALL BE SEALED IN A MANNER AGREED UPON BY THE FIRESTOPPING MANUFACTURER, OWNER, AND THE AUTHORITY HAVING JURISDICTION. EXECUTION -EXAMINATION ENSURE ALL SURFACES THAT CONTACT SEAL MATERIALS ARE FREE OF DIRT, DUST, GREASE, OIL, RUST, OR LOOSE MATERIALS. CLEAN AND REPAIR SURFACES AS REQUIRED. REMOVE LAITANCE AND FORM-RELEASE AGENTS FROM CONCRETE. ENSURE SUBSTRATE AND PENETRATING ITEMS HAVE BEEN PERMANENTLY INSTALLED PRIOR TO INSTALLING FIRESTOPPING SYSTEMS. ENSURE PENETRATING ITEMS HAVE BEEN PROPERLY SPACED AND HAVE PROPER CLEARANCE PRIOR TO INSTALLING FIRESTOPPING SYSTEMS. SURFACES TO WHICH SEALING MATERIALS ARE TO BE INSTALLED MUST MEET THE SELECTED UL OR WARNOCK HERSEY SYSTEM SUBSTRATE CRITERIA. PRIME SUBSTRATES WHERE RECOMMENDED IN WRITING BY THROUGH-PENETRATION FIRESTOP SYSTEM MANUFACTURER. CONFINE PRIMER TO AREA OF BOND. INSTALLATION IN EXISTING CONSTRUCTION, PROVIDE FIRESTOPPING OF OPENINGS PRIOR TO AND AFTER INSTALLATION OF PENETRATING ITEMS. REMOVE ANY EXISTING COATINGS ON SURFACES PRIOR TO FIRESTOPPING INSTALLATION. TEMPORARY FIRESTOPPING SHALL CONSIST OF PACKING OPENINGS WITH FIRE RESISTANT MINERAL WOOL FOR THE FULL THICKNESS OF SUBSTRATE, OR AN ALTERNATE METHOD APPROVED BY THE AUTHORITY HAVING JURISDICTION. ALL OPENINGS SHALL BE TEMPORARILY FIRESTOPPED IMMEDIATELY UPON THEIR INSTALLATION AND SHALL REMAIN SO UNTIL THE PERMANENT UL OR LISTED BY WARNOCK HERSEY LISTED FIRESTOPPING SYSTEM IS INSTALLED. INSTALL PENETRATION SEAL MATERIALS IN ACCORDANCE WITH PRINTED INSTRUCTIONS OF THE UL OR WARNOCK HERSEY FIRE RESISTANCE DIRECTORY AND WITH THE MANUFACTURER'S PRINTED APPLICATION INSTRUCTIONS. INSTALL DAMS AS REQUIRED TO PROPERLY CONTAIN FIRESTOPPING MATERIALS WITHIN OPENINGS AND AS REQUIRED TO ACHIEVE REQUIRED FIRE RESISTANCE RATING. REMOVE COMBUSTIBLE DAMMING AFTER APPROPRIATE CURING. CLEANING AND PROTECTING CLEAN EXCESS FILL MATERIALS ADJACENT TO OPENINGS AS WORK PROGRESSES BY METHODS AND WITH CLEANING MATERIALS THAT ARE APPROVED IN WRITING BY THROUGH-PENETRATION FIRESTOP SYSTEM MANUFACTURERS AND THAT DO NOT CAUSE DAMAGE. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS DURING AND AFTER INSTALLATION THAT ENSURE THAT THROUGH- PENETRATION FIRESTOP SYSTEMS ARE WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. IF, DESPITE SUCH PROTECTION, DAMAGE OR DETERIORATION OCCURS, REMOVE DAMAGED OR DETERIORATED THROUGH- PENETRATION FIRESTOP SYSTEMS IMMEDIATELY AND INSTALL NEW MATERIALS TO PRODUCE SYSTEMS COMPLYING WITH SPECIFIED REQUIREMENTS. IDENTIFICATION PROVIDE AND INSTALL LABELS ADJACENT TO EACH FIRESTOPPING LOCATION. LABEL SHALL BE PROVIDED BY THE FIRESTOP SYSTEM SUPPLIER AND CONTAIN THE FOLLOWING INFORMATION IN A CONTRASTING COLOR: 1. THE WORDS "WARNING -THROUGH PENETRATION FIRESTOP SYSTEM -DO NOT DISTURB. NOTIFY BUILDING MANAGEMENT OF ANY DAMAGE." 2. FIRESTOP SYSTEM SUPPLIER; UL OR LISTED BY INTERTEK / WARNOCK HERSEY SYSTEM NUMBER; DATE INSTALLED; CONTRACTOR NAME AND PHONE NUMBER; MANUFACTURER'S REPRESENTATIVE NAME, ADDRESS, AND PHONE NUMBER. INSPECTION ALL PENETRATIONS SHALL BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE TO ENSURE PROPER INSTALLATION. ACCESS TO FIRESTOP SYSTEMS SHALL BE MAINTAINED FOR EXAMINATION BY THE AUTHORITY HAVING JURISDICTION AT THEIR REQUEST. PROCEED WITH ENCLOSING THROUGH-PENETRATION FIRESTOP SYSTEM WITH OTHER CONSTRUCTION ONLY AFTER INSPECTION REPORTS ARE ISSUED AND FIRESTOP INSTALLATIONS COMPLY WITH REQUIREMENTS. THE CONTRACTOR SHALL ALLOW FOR VISUAL DESTRUCTIVE REVIEW OF 5% OF INSTALLED FIRESTOP SYSTEMS (MINIMUM OF ONE) TO PROVE COMPLIANCE WITH SPECIFICATIONS AND MANUFACTURER'S INSTRUCTIONS AND DETAILS. DESTRUCTIVE SYSTEM REMOVAL SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE ARCHITECT/ENGINEER AND MANUFACTURER'S FACTORY REPRESENTATIVE. THE ARCHITECT/ENGINEER SHALL HAVE SOLE DISCRETION OF WHICH FIRESTOP SYSTEM INSTALLATIONS WILL BE REVIEWED. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THIS REQUIREMENT INCLUDING LABOR AND MATERIAL FOR REMOVING AND REPLACING THE INSTALLED FIRESTOP SYSTEM. IF ANY FIRESTOP SYSTEM IS FOUND TO NOT BE INSTALLED PER MANUFACTURER'S SPECIFIC INSTRUCTIONS AND DETAILS, ALL FIRESTOP SYSTEMS ARE SUBJECT TO DESTRUCTIVE REVIEW AND REPLACEMENT AT THE ARCHITECT/ENGINEER'S DISCRETION AND THE CONTRACTOR'S EXPENSE. 22 05 05 MECHANICAL DEMOLITION FOR REMODELING THE DRAWINGS ARE INTENDED TO INDICATE THE GENERAL SCOPE OF WORK AND DO NOT SHOW EVERY PIPE, DUCT, OR PIECE OF EQUIPMENT THAT MUST BE REMOVED. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY CONDITIONS PRIOR TO SUBMITTING A BID. WHERE WALLS, CEILINGS, ETC., ARE SHOWN AS BEING REMOVED ON GENERAL DRAWINGS, THE CONTRACTOR SHALL REMOVE ALL MECHANICAL EQUIPMENT, DEVICES, FIXTURES, PIPING, DUCTS, SYSTEMS, ETC., FROM THE REMOVED AREA. WHERE CEILINGS, WALLS, PARTITIONS, ETC., ARE TEMPORARILY REMOVED AND REPLACED BY OTHERS, THIS CONTRACTOR SHALL REMOVE, STORE, AND REPLACE EQUIPMENT, DEVICES, FIXTURES, PIPES, DUCTS, SYSTEMS, ETC. VERIFY THAT ABANDONED UTILITIES SERVE ONLY ABANDONED EQUIPMENT OR FACILITIES. EXTEND SERVICES TO FACILITIES OR EQUIPMENT THAT SHALL REMAIN IN OPERATION FOLLOWING DEMOLITION. COORDINATE WORK WITH ALL OTHER CONTRACTORS AND THE LANDLORD/OWNER. SCHEDULE REMOVAL OF EQUIPMENT TO AVOID CONFLICTS. THIS CONTRACTOR SHALL VERIFY ALL EXISTING EQUIPMENT SIZES AND CAPACITIES WHERE EQUIPMENT IS SCHEDULED TO BE REPLACED OR MODIFIED, PRIOR TO ORDERING NEW EQUIPMENT. BID SUBMITTAL SHALL MEAN THE CONTRACTOR HAS VISITED THE PROJECT SITE AND VERIFIED EXISTING CONDITIONS AND SCOPE OF WORK. PREPARATION DISCONNECT MECHANICAL SYSTEMS IN WALLS, FLOORS, AND CEILINGS SCHEDULED FOR REMOVAL. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON OPERATING EQUIPMENT, USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. DEMOLITION AND EXTENSION OF EXISTING MECHANICAL WORK DEMOLISH AND EXTEND EXISTING MECHANICAL WORK UNDER PROVISIONS OF DIVISION 2 AND THIS SECTION. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION. REMOVE ABANDONED DUCTS AND PIPING TO SOURCE OF SUPPLY AND/OR MAIN LINES. REMOVE EXPOSED ABANDONED PIPES AND DUCTS, INCLUDING ABANDONED PIPES AND DUCTS ABOVE ACCESSIBLE CEILINGS. CUT DUCTS FLUSH WITH WALLS AND FLOORS, CAP DUCT THAT REMAINS, AND PATCH SURFACES. CUT PIPES ABOVE CEILINGS, BELOW FLOORS AND BEHIND WALLS. CAP REMAINING LINES. REPAIR BUILDING CONSTRUCTION TO MATCH ORIGINAL. REMOVE ALL CLAMPS, HANGERS, SUPPORTS, ETC. ASSOCIATED WITH PIPE AND DUCT REMOVAL. REMOVE UNUSED SECTIONS OF SUPPLY AND RETURN AIR DUCTWORK BACK TO MAINS. PATCH OPENING WITH SHEET METAL AND SEAL AIRTIGHT. PATCH EXISTING INSULATION TO MATCH EXISTING. WHERE EXISTING DUCTWORK IS TO BE CAPPED AND REUSED, LOCATE THE END CAP WITHIN 6”OF THE LAST BRANCH. END CAPS SHALL BE 3" PRESSURE CLASS AND SEAL CLASS “A”. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT THAT HAS BEEN REMOVED. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS WHICH REMAIN. MODIFY INSTALLATION OR PROVIDE ACCESS PANELS AS APPROPRIATE. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK. EXTEND EXISTING INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING INSTALLATIONS, OR AS SPECIFIED. CUTTING AND PATCHING THIS CONTRACTOR IS RESPONSIBLE FOR ALL PENETRATIONS OF EXISTING CONSTRUCTION REQUIRED TO COMPLETE THE WORK OF THIS PROJECT. PENETRATIONS IN EXISTING CONSTRUCTION SHOULD BE REVIEWED CAREFULLY PRIOR TO PROCEEDING WITH ANY WORK. PENETRATIONS SHALL BE NEAT AND CLEAN WITH SMOOTH AND/OR FINISHED EDGES. CORE DRILL WHERE POSSIBLE FOR CLEAN OPENING. REPAIR EXISTING CONSTRUCTION AS REQUIRED AFTER PENETRATION IS COMPLETE TO RESTORE TO ORIGINAL CONDITION. USE SIMILAR MATERIALS AND MATCH ADJACENT CONSTRUCTION UNLESS OTHERWISE NOTED OR AGREED TO BY THE ARCHITECT/ENGINEER PRIOR TO START OF WORK. FLOOR SLABS MAY CONTAIN CONDUIT SYSTEMS. THIS CONTRACTOR IS RESPONSIBLE FOR TAKING ANY MEASURES REQUIRED TO ENSURE NO CONDUITS OR OTHER SERVICES ARE DAMAGED. THIS INCLUDES X-RAY OR SIMILAR NON- DESTRUCTIVE MEANS. THIS CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED IN REPAIR, RELOCATIONS, OR REPLACEMENT OF ANY CABLES, CONDUITS, OR OTHER SERVICES IF DAMAGED WITHOUT PROPER INVESTIGATION. CLEANING AND REPAIR CLEAN AND REPAIR EXISTING MATERIALS AND EQUIPMENT WHICH REMAIN OR ARE TO BE REUSED. CLEAN ALL SYSTEMS ADJACENT TO PROJECT WHICH ARE AFFECTED BY THE DUST AND DEBRIS CAUSED BY THIS CONSTRUCTION. MECHANICAL ITEMS REMOVED AND NOT RELOCATED REMAIN THE PROPERTY OF THE LANDLORD/OWNER. CONTRACTOR SHALL PLACE ITEMS RETAINED BY THE LANDLORD/OWNER IN A LOCATION COORDINATED WITH THE LANDLORD/OWNER. THE CONTRACTOR SHALL DISPOSE OF MATERIAL THE LANDLORD/OWNER DOES NOT WANT TO REUSE OR RETAIN FOR MAINTENANCE PURPOSES. SPECIAL REQUIREMENTS REVIEW LOCATIONS OF ALL NEW PENETRATIONS IN EXISTING FLOOR SLABS OR WALLS. DETERMINE CONSTRUCTION TYPE AND REVIEW FOR POSSIBLE INTERFERENCES. BRING ALL CONCERNS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING. 23 05 29 SUPPORTS AND ANCHORS SECTION INCLUDES HANGERS, SUPPORTS, AND ASSOCIATED ANCHORS SLEEVES AND SEALS CUTTING OF OPENINGS HANGER RODS HANGER RODS FOR SINGLE ROD HANGERS SHALL CONFORM TO THE FOLLOWING: PIPE SIZE HANGER ROD DIAMETER COLUMN #1 COLUMN #2 2" AND SMALLER 3/8"3/8" 2-1/2" THROUGH 3-5/8”1/2"1/2" 4" AND 5"5/8"1/2" COLUMN #1: STEEL PIPE. COLUMN #2: COPPER, PLASTIC AND FIBERGLASS REINFORCED PIPE. RODS FOR DOUBLE ROD HANGERS MAY BE REDUCED ONE SIZE. MINIMUM ROD DIAMETER IS 3/8 INCHES. HANGER RODS AND ACCESSORIES USED IN MECHANICAL SPACES OR OTHERWISE DRY AREAS SHALL HAVE ASTM B633 ELECTRO-PLATED ZINC FINISH. PIPE HANGERS AND SUPPORTS ALL PIPE HANGERS, CLAMPS, AND SUPPORTS SHALL CONFORM TO MANUFACTURERS STANDARDIZATION SOCIETY MSS_SP_ 58 AND 127 (WHERE APPLICABLE). OVERSIZE ALL HANGERS, CLAMPS, AND SUPPORTS ON INSULATED PIPING TO ALLOW INSULATION AND JACKET TO PASS THROUGH UNBROKEN. THIS APPLIES TO BOTH HOT AND COLD PIPES. ON ALL INSULATED PIPING, PROVIDE A SEMI-CYLINDRICAL METALLIC SHIELD AND FIRE RESISTANT VAPOR BARRIER JACKET. AS AN ALTERNATIVE TO SEPARATE PIPE INSULATION INSERT AND SADDLE, PROPERLY SIZED INTEGRAL RIGID INSULATION SECTIONS MAY BE USED FOR THIS APPLICATION. ACCEPTABLE PRODUCTS: COOPER/B-LINE -FIG. B3380 THROUGH B3384 PIPE SHIELDS -A1000, A2000 ERICO -MODEL 124, 127 HANGERS IN DIRECT CONTACT WITH COPPER PIPE SHALL BE COATED WITH PLASTIC WITH APPROPRIATE TEMPERATURE RANGE. HYDRA-ZORB CLAMPS ARE PERMITTED FOR THIS APPLICATION FOR BARE PIPES WITHIN THEIR TEMPERATURE LIMITS OF -65F TO +275F. UNLESS OTHERWISE INDICATED, HANGERS SHALL BE AS FOLLOWS: CLEVIS TYPE: SERVICE: BARE METAL PIPE, RIGID PLASTIC PIPE, INSULATED COLD PIPE, INSULATED HOT PIPE -3 INCHES & SMALLER ACCEPTABLE PRODUCTS BARE STEEL, PLASTIC, INSULATED PIPE BARE COPPER PIPE ANVIL FIG. 260 COOPER/B-LINE FIG. 3100 FIG. B3100C ERICO MODEL 400 NIBCO/TOLCO FIG. 1 FIG. 81PVC2. CONTINUOUS CHANNEL WITH CLEVIS TYPE: SERVICE: PLASTIC TUBING, FLEXIBLE HOSE, SOFT COPPER TUBING ACCEPTABLE PRODUCTS: COOPER/B-LINE -FIG. B3106, WITH FIG. B3106V ERICO -MODEL 104, WITH MODEL 104V NIBCO/TOLCO -FIG. 1V ADJUSTABLE SWIVEL RING TYPE: SERVICE: BARE METAL PIPE -4 INCHES AND SMALLER ACCEPTABLE PRODUCTS BARE STEEL PIPE BARE COPPER PIPE ANVIL FIG. 69 COOPER/B-LINE FIG. B3170NF FIG. B3170CTC ERICO MODEL FCN 102A0 SERIES NIBCO/TOLCO FIG. 200 FIG. 203 SUPPORT MAY BE FABRICATED FROM U-CHANNEL STRUT OR SIMILAR SHAPES. PIPING LESS THAN 4”IN DIAMETER SHALL BE SECURED TO STRUT WITH CLAMPS OF PROPER DESIGN AND CAPACITY AS REQUIRED TO MAINTAIN SPACING AND ALIGNMENT. STRUT SHALL BE INDEPENDENTLY SUPPORTED FROM HANGER DROPS OR BUILDING STRUCTURE. SIZE AND SUPPORT SHALL BE PER MANUFACTURER'S INSTALLATION REQUIREMENTS FOR STRUCTURAL SUPPORT OF PIPING. CLAMPS SHALL NOT INTERRUPT PIPING INSULATION. 1. STRUT USED IN MECHANICAL SPACES OR OTHERWISE DRY AREAS SHALL HAVE ASTM B633 ELECTRO-PLATED ZINC FINISH. UNLESS OTHERWISE INDICATED, PIPE SUPPORTS FOR USE WITH STRUTS SHALL BE AS FOLLOWS: CLAMP TYPE: SERVICE: BARE METAL PIPE, RIGID PLASTIC PIPE, INSULATED COLD PIPE, INSULATED HOT PIPE -3 INCHES AND SMALLER a. CLAMPS IN DIRECT CONTACT WITH COPPER PIPE SHALL BE PLASTIC COATED. b. PIPES SUBJECT TO EXPANSION AND CONTRACTION SHALL HAVE CLAMPS SLIGHTLY OVERSIZED TO ALLOW LIMITED PIPE MOVEMENT. ACCEPTABLE PRODUCTS BARE STEEL, PLASTIC, INSULATED PIPE BARE COPPER PIPE UNISTRUT FIG. P1100 OR P2500 COOPER/B-LINE FIG. B2000 OR B2400 FIG. BVT NIBCO/TOLCO FIG. A-14 OR 2STR UNLESS OTHERWISE SHOWN, UPPER ATTACHMENTS FOR HANGER RODS OR SUPPORT STRUTS SHALL BE AS FOLLOWS: BEAM CLAMPS: ACCEPTABLE PRODUCTS ANVIL -FIG. 228, 292 COOPER/B-LINE -FIG. B3054 ERICO -MODEL 360 NIBCO/TOLCO -FIG. 329 CONCRETE ANCHORS: FASTEN TO CONCRETE USING CAST-IN OR POST-INSTALLED ANCHORS DESIGNED PER THE REQUIREMENTS OF APPENDIX D OF ACI 318-17.POST-INSTALLED ANCHORS SHALL BE QUALIFIED FOR USE IN CRACKED CONCRETE BY ACI-355.2. MASONRY ANCHORS: FASTEN TO CONCRETE MASONRY UNITS WITH EXPANSION ANCHORS OR SELF_TAPPING MASONRY SCREWS.FOR EXPANSION ANCHORS INTO HOLLOW CONCRETE BLOCK, USE SLEEVE-TYPE ANCHORS DESIGNED FOR THE SPECIFIC APPLICATION.DO NOT FASTEN IN MASONRY JOINTS.DO NOT USE POWDER ACTUATED FASTENERS, WOODEN PLUGS, OR PLASTIC INSERTS. WALL SUPPORTS SHALL BE USED WHERE VERTICAL HEIGHT OF STRUCTURE EXCEEDS MINIMUM SPACING REQUIREMENTS. INSTALL WALL SUPPORTS AT SAME SPACING AS HANGERS OR STRUT SUPPORTS ALONG VERTICAL LENGTH OF PIPE RUNS. WELDING UNLESS OTHERWISE NOTED, HANGERS, CLIPS, AND AUXILIARY SUPPORT STEEL MAY BE WELDED IN LIEU OF BOLTING, CLAMPING, OR RIVETING TO THE BUILDING STRUCTURAL FRAME. TAKE ADEQUATE PRECAUTIONS DURING ALL WELDING OPERATIONS FOR FIRE PREVENTION AND FOR PROTECTING WALLS AND CEILINGS FROM BEING DAMAGED BY SMOKE. FOUNDATIONS, BASES, AND SUPPORTS FURNISH AND INSTALL FOUNDATIONS, BASES, AND SUPPORTS (NOT SPECIFICALLY INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS OF EITHER THE GENERAL CONSTRUCTION OR MECHANICAL WORK AS PROVIDED BY ANOTHER CONTRACTOR) FOR MECHANICAL EQUIPMENT. ALL STEEL BASES AND SUPPORTS SHALL RECEIVE A PRIME COAT OF ZINC CHROMATE OR RED METAL PRIMER. AFTER COMPLETION OF WORK, GIVE STEEL SUPPORTS A FINAL COAT OF GRAY ENAMEL. SUPPORTS PROVIDE SUFFICIENT CLIPS, INSERTS, HANGERS, RACKS, RODS, AND AUXILIARY STEEL TO SECURELY SUPPORT ALL SUSPENDED MATERIAL, EQUIPMENT AND CONDUIT WITHOUT SAG. OPENINGS IN FLOORS, WALLS AND CEILINGS EXACT LOCATIONS OF ALL OPENINGS FOR THE INSTALLATION OF MATERIALS SHALL BE DETERMINED BY THE CONTRACTOR AND GIVEN TO THE GENERAL CONTRACTOR FOR INSTALLATION OR CONSTRUCTION AS THE STRUCTURE IS BUILT. COORDINATE ALL OPENINGS WITH OTHER CONTRACTORS. HIRE THE PROPER TRADESMAN AND FURNISH ALL LABOR, MATERIAL AND EQUIPMENT TO CUT OPENINGS IN OR THROUGH EXISTING STRUCTURES, OR OPENINGS IN NEW STRUCTURES THAT WERE NOT INSTALLED, OR ADDITIONAL OPENINGS. REPAIR ALL SPALLING AND DAMAGE TO THE SATISFACTION OF THE ARCHITECT/ENGINEER. MAKE SAW CUTS BEFORE BREAKING OUT CONCRETE TO ENSURE EVEN AND UNIFORM OPENING EDGES. SAID CUTTING SHALL BE AT THE COMPLETE EXPENSE OF EACH CONTRACTOR. FAILURE TO COORDINATE OPENINGS WITH OTHER CONTRACTORS SHALL NOT EXEMPT THE CONTRACTOR FROM PROVIDING OPENINGS AT CONTRACTORS EXPENSE. DO NOT CUT STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT OR STRUCTURAL ENGINEER. SLEEVES AND LINTELS EACH CONTRACTOR SHALL PROVIDE SLEEVES AND LINTELS FOR ALL DUCT AND PIPE OPENINGS REQUIRED FOR THE CONTRACTOR'S WORK IN MASONRY WALLS AND FLOORS, UNLESS SPECIFICALLY SHOWN AS BEING BY OTHERS. FABRICATE ALL SLEEVES FROM STANDARD WEIGHT BLACK STEEL PIPE OR AS INDICATED ON THE DRAWINGS. PROVIDE CONTINUOUS SLEEVE. CUT OR SPLIT SLEEVES ARE NOT ACCEPTABLE. FABRICATE ALL LINTELS FOR MASONRY WALLS FROM STRUCTURAL STEEL SHAPES OR AS INDICATED ON THE DRAWINGS. HAVE ALL LINTELS APPROVED BY THE ARCHITECT OR STRUCTURAL ENGINEER. SLEEVES THROUGH THE FLOORS ON EXPOSED RISERS SHALL BE FLUSH WITH THE CEILING, WITH PLANED SQUARED ENDS EXTENDING 1" ABOVE THE FLOOR IN UNFINISHED AREAS, AND FLUSH WITH THE FLOOR IN FINISHED AREAS, TO ACCEPT SPRING CLOSING FLOOR PLATES. SLEEVES SHALL NOT PENETRATE STRUCTURAL MEMBERS OR MASONRY WALLS WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER. SLEEVES SHALL THEN COMPLY WITH THE ARCHITECT/ENGINEER'S DESIGN. OPENINGS THROUGH UNEXCAVATED FLOORS AND/OR FOUNDATION WALLS BELOW THE FLOOR SHALL HAVE A SMOOTH FINISH WITH SUFFICIENT ANNULAR SPACE AROUND MATERIAL PASSING THROUGH OPENING SO SLIGHT SETTLING WILL NOT PLACE STRESS ON THE MATERIAL OR BUILDING STRUCTURE. INSTALL ALL SLEEVES CONCENTRIC WITH PIPES. SECURE SLEEVES IN CONCRETE TO WOOD FORMS. THIS CONTRACTOR IS RESPONSIBLE FOR SLEEVES DISLODGED OR MOVED WHEN POURING CONCRETE. WHERE PIPES RISE THROUGH CONCRETE FLOORS THAT ARE ON EARTHEN GRADE, PROVIDE 3/4" RESILIENT EXPANSION JOINT MATERIAL (ASPHALT AND CORK) WRAPPED AROUND THE PIPE, THE FULL DEPTH OF CONCRETE, AT THE POINT OF PENETRATION. SECURE TO PREVENT SHIFTING DURING CONCRETE PLACEMENT AND FINISHING. SIZE SLEEVES LARGE ENOUGH TO ALLOW EXPANSION AND CONTRACTION MOVEMENT. PROVIDE CONTINUOUS INSULATION WRAPPING. PIPE PENETRATIONS SEAL ALL PIPE PENETRATIONS. SEAL NON-RATED WALLS AND FLOOR PENETRATIONS WITH GROUT OR CAULK. BACKING MATERIAL MAY BE USED. SEAL FIRE RATED WALL AND FLOOR PENETRATIONS WITH FIRE SEAL SYSTEM AS SPECIFIED. PIPE ANCHORS PROVIDE ALL ITEMS NEEDED TO ALLOW ADEQUATE EXPANSION AND CONTRACTION OF ALL PIPING. ALL PIPING SHALL BE SUPPORTED, GUIDED, ALIGNED, AND ANCHORED AS REQUIRED. REPAIR ALL PIPING LEAKS AND ASSOCIATED DAMAGE. PIPES SHALL NOT RUB ON ANY PART OF THE BUILDING. FINISH PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS. HANGERS AND SUPPORTS IN CRAWL SPACES, PIPE SHAFTS, AND SUSPENDED CEILING SPACES ARE NOT CONSIDERED EXPOSED. HVAC SUPPORTS AND ANCHORS INSTALLATION INSTALL ALL ITEMS PER MANUFACTURER'S INSTRUCTIONS. COORDINATE THE LOCATION AND METHOD OF SUPPORT OF PIPING SYSTEMS WITH ALL INSTALLATIONS UNDER OTHER DIVISIONS AND SECTIONS OF THE SPECIFICATIONS. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. SUPPORT REQUIREMENTS WHERE BUILDING STRUCTURAL STEEL IS FIREPROOFED, ALL HANGERS, CLAMPS, AUXILIARY STEEL, ETC., WHICH ATTACH TO IT SHALL BE INSTALLED PRIOR TO APPLICATION OF FIREPROOFING. REPAIR ALL FIREPROOFING DAMAGED DURING PIPE INSTALLATION. FURNISH, INSTALL AND PRIME ALL AUXILIARY STRUCTURAL STEEL FOR SUPPORT OF PIPING SYSTEMS THAT ARE NOT SHOWN ON THE DRAWINGS AS BEING BY OTHERS. INSTALL HANGERS AND SUPPORTS COMPLETE WITH LOCK NUTS, CLAMPS, RODS, BOLTS, COUPLINGS, SWIVELS, INSERTS AND REQUIRED ACCESSORIES. PIPE REQUIREMENTS SUPPORT ALL PIPING AND EQUIPMENT, INCLUDING VALVES, STRAINERS, TRAPS AND OTHER SPECIALTIES AND ACCESSORIES TO AVOID OBJECTIONABLE OR EXCESSIVE STRESS, DEFLECTION, SWAYING, SAGGING OR VIBRATION IN THE PIPING OR BUILDING STRUCTURE DURING ERECTION, CLEANING, TESTING AND NORMAL OPERATION OF THE SYSTEMS. DO NOT, HOWEVER, RESTRAIN PIPING TO CAUSE IT TO SNAKE OR BUCKLE BETWEEN SUPPORTS OR TO PREVENT PROPER MOVEMENT DUE TO EXPANSION AND CONTRACTION. SUPPORT PIPING AT EQUIPMENT AND VALVES SO THEY CAN BE DISCONNECTED AND REMOVED WITHOUT FURTHER SUPPORTING THE PIPING. PIPING SHALL NOT INTRODUCE STRAINS OR DISTORTION TO CONNECTED EQUIPMENT. PARALLEL HORIZONTAL PIPES MAY BE SUPPORTED ON TRAPEZE HANGERS MADE OF STRUCTURAL SHAPES AND HANGER RODS; OTHERWISE, PIPES SHALL BE SUPPORTED WITH INDIVIDUAL HANGERS. TRAPEZE HANGERS MAY BE USED WHERE DUCTS INTERFERE WITH NORMAL PIPE HANGING. PROVIDE ADDITIONAL SUPPORTS WHERE PIPE CHANGES DIRECTION, ADJACENT TO FLANGED VALVES AND STRAINERS, AT EQUIPMENT CONNECTIONS AND HEAVY FITTINGS. PROVIDE AT LEAST ONE HANGER ADJACENT TO EACH JOINT IN GROOVED END STEEL PIPE WITH MECHANICAL COUPLINGS. PROVIDED THE INSTALLATION COMPLIES WITH ALL LOADING REQUIREMENTS OF TRUSS AND JOIST MANUFACTURERS, THE FOLLOWING PRACTICES ARE ACCEPTABLE: 1. LOADS OF 100 LBS. OR LESS MAY BE ATTACHED ANYWHERE ALONG THE TOP OR BOTTOM CHORDS OF TRUSSES OR JOISTS WITH A MINIMUM 3' SPACING BETWEEN LOADS. 2. LOADS GREATER THAN 100 LBS. MUST BE HUNG CONCENTRICALLY AND MAY BE HUNG FROM TOP OR BOTTOM CHORD, PROVIDED ONE OF THE FOLLOWING CONDITIONS IS MET: a. THE HANGER IS ATTACHED WITHIN 6”FROM A WEB/CHORD JOINT. b. ADDITIONAL L2X2X1/4 WEB REINFORCEMENT IS INSTALLED PER MANUFACTURER'S REQUIREMENTS. 3. IT IS PROHIBITED TO CANTILEVER A LOAD USING AN ANGLE OR OTHER STRUCTURAL COMPONENT THAT IS ATTACHED TO A TRUSS OR JOIST IN SUCH A FASHION THAT A TORSIONAL FORCE IS APPLIED TO THAT STRUCTURAL MEMBER. 4. IF CONDITIONS CANNOT BE MET, COORDINATE INSTALLATION WITH TRUSS OR JOIST MANUFACTURER AND CONTACT ARCHITECT/ENGINEER. DO NOT EXCEED 25 LBS. PER HANGER AND A MINIMUM SPACING OF 2'-0”ON CENTER WHEN ATTACHING TO METAL ROOF DECKING (LIMITATION NOT REQUIRED WITH CONCRETE ON METAL DECK).THIS 25 LBS. LOAD AND 2'-0”SPACING INCLUDE ADJACENT ELECTRICAL AND ARCHITECTURAL ITEMS HANGING FROM DECK.IF THE HANGER RESTRICTIONS CANNOT BE ACHIEVED, SUPPLEMENTAL FRAMING OFF STEEL FRAMING WILL NEED TO BE ADDED. DO NOT EXCEED THE MANUFACTURER'S RECOMMENDED MAXIMUM LOAD FOR ANY HANGER OR SUPPORT. SPACING OF HANGERS SHALL NOT EXCEED THE COMPRESSIVE STRENGTH OF THE INSULATION INSERTS, AND IN NO CASE SHALL EXCEED THE FOLLOWING: STEEL AND FIBERGLASS (STD. WEIGHT OR HEAVIER -LIQUID SERVICE): PIPE MATERIAL MAXIMUM SPACING 1_1/4"& UNDER 7'_0" 1_1/2"9'_0" 2"10'_0" 2_1/2"11'_0" 3"12'_0" 4" & LARGER 12'_0" STEEL (STD. WEIGHT OR HEAVIER -VAPOR SERVICE): PIPE MATERIAL MAXIMUM SPACING 1_1/4" AND UNDER 9'_0" 1_1/2"12'_0" 2" & LARGER 12'_0" HARD DRAWN COPPER & BRASS (LIQUID SERVICE): PIPE MATERIAL MAXIMUM SPACING 3/4" AND UNDER 5'_0" 1"6'_0" 1_1/4"7'_0" 1_1/2"8'_0" 2"8'_0" 2_1/2"9'_0" 3"10'_0" 4"12'_0" HARD DRAWN COPPER & BRASS (VAPOR SERVICE): PIPE MATERIAL MAXIMUM SPACING 3/4" & UNDER 7'_0" 1"8'_0" 1_1/4"9'_0" 1_1/2"10'_0" 2"11'_0" 2_1/2" & LARGER 12'_0" 6. INSTALLATION OF HANGERS SHALL CONFORM TO MSS SP-58 AND THE APPLICABLE PLUMBING CODE. 100% CDs 10/20/2023 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING M701 MECHANICAL SPECIFICATIONS MRMSVV 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 100% CDs 10/20/2023 23 05 93 TESTING, ADJUSTING, AND BALANCING GENERAL TESTING, ADJUSTING, AND BALANCING OF AIR SYSTEMS TESTING, ADJUSTING, AND BALANCING OF PLUMBING SYSTEMS MEASUREMENT OF FINAL OPERATING CONDITION OF HVAC SYSTEMS QUALITY ASSURANCE AGENCY SHALL BE A COMPANY SPECIALIZING IN THE ADJUSTING AND BALANCING OF SYSTEMS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS EXPERIENCE. PERFORM WORK UNDER SUPERVISION OF AABC CERTIFIED TEST AND BALANCE ENGINEER, NEBB CERTIFIED TESTING, BALANCING AND ADJUSTING SUPERVISOR, SMARTA CERTIFIED AIR AND HYDRONIC BALANCER, OR TABB CERTIFIED SUPERVISOR. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE REFERENCES LISTED AT THE START OF THIS SECTION. REFERENCES AABC -NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE, 2002. ADC -TEST CODE FOR GRILLES, REGISTERS, AND DIFFUSERS. AMCA -PUBLICATION 203-90; FIELD PERFORMANCE MEASUREMENT OF FAN SYSTEMS. ASHRAE -2003 HVAC APPLICATIONS HANDBOOK; CHAPTER 37, TESTING, ADJUSTING AND BALANCING. ASHRAE/ANSI -STANDARD 111-1988; PRACTICES FOR MEASUREMENT, TESTING, ADJUSTING AND BALANCING OF BUILDING HVAC&R SYSTEMS. NEBB -PROCEDURAL STANDARDS FOR TESTING, ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS, SIXTH EDITION, 1998. SMACNA _ HVAC SYSTEMS; TESTING, ADJUSTING AND BALANCING, THIRD EDITION, 2002. TABB -INTERNATIONAL STANDARDS FOR ENVIRONMENTAL SYSTEMS BALANCE. SUBMITTALS SUBMIT REPORT FORMS, BALANCING PROCEDURES, AND THE NAME AND QUALIFICATIONS OF TESTING AND BALANCING AGENCY FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. REPORT FORMS SUBMIT REPORTS ON AABC, SMACNA OR NEBB FORMS. USE CUSTOM FORMS APPROVED BY THE ARCHITECT/ENGINEER WHEN NEEDED TO SUPPLY SPECIFIED INFORMATION. INCLUDE IN THE FINAL REPORT A SCHEMATIC DRAWING SHOWING EACH SYSTEM COMPONENT, INCLUDING BALANCING DEVICES, FOR EACH SYSTEM. EACH DRAWING SHALL BE INCLUDED WITH THE TEST REPORTS REQUIRED FOR THAT SYSTEM. THE SCHEMATIC DRAWINGS SHALL IDENTIFY ALL TESTING POINTS AND CROSS-REFERENCE THESE POINTS TO THE REPORT FORMS AND PROCEDURES. WARRANTY/GUARANTEE THE TAB CONTRACTOR SHALL INCLUDE AN EXTENDED WARRANTY OF 90 DAYS AFTER OWNER RECEIPT OF A COMPLETED BALANCING REPORT, DURING WHICH TIME THE OWNER MAY REQUEST A RECHECK OF TERMINALS, OR RESETTING OF ANY OUTLET, COIL, OR DEVICE LISTED IN THE TEST REPORT. THIS WARRANTY SHALL PROVIDE A MINIMUM OF 24 MANHOURS OF ON SITE SERVICE TIME. IF IT IS DETERMINED THAT THE NEW TEST RESULTS ARE NOT WITHIN THE DESIGN CRITERIA, THE BALANCER SHALL REBALANCE THE SYSTEM ACCORDING TO DESIGN CRITERIA. WARRANTY/GUARANTEE MUST MEET ONE OF THE FOLLOWING PROGRAMS: TABB INTERNATIONAL QUALITY ASSURANCE PROGRAM, AABC NATIONAL PROJECT PERFORMANCE GUARANTEE, NEBB'S CONFORMANCE CERTIFICATION. SCHEDULING COORDINATE SCHEDULE WITH OTHER TRADES. PROVIDE A MINIMUM OF SEVEN DAYS NOTICE TO ALL TRADES AND THE ARCHITECT/ENGINEER PRIOR TO PERFORMING EACH TEST. GENERAL REQUIREMENTS ALL PROCEDURES MUST CONFORM TO ONE OF THE PUBLISHED STANDARDS LISTED IN REFERENCES. ALL EQUIPMENT SHALL BE ADJUSTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ANY SYSTEM NOT LISTED IN THIS SPECIFICATION BUT INSTALLED UNDER THE CONTRACT DOCUMENTS SHALL BE BALANCED USING A PROCEDURE FROM A PUBLISHED STANDARD LISTED IN REFERENCES. THE BALANCING CONTRACTOR SHALL INCORPORATE ALL PERTINENT DOCUMENTED CONSTRUCTION CHANGES (E.G. SUBMITTALS/SHOP DRAWINGS, CHANGE ORDERS, RFIS, ASIS, ETC.) AND INCLUDE IN THE BALANCING REPORT. RECORDED DATA SHALL REPRESENT ACTUAL MEASURED OR OBSERVED CONDITIONS. CUT INSULATION, DUCTS, PIPES, AND EQUIPMENT CABINETS FOR INSTALLATION OF TEST PROBES TO THE MINIMUM EXTENT NECESSARY TO ALLOW ADEQUATE PERFORMANCE OF PROCEDURES. AFTER TESTING AND BALANCING IS COMPLETE, CLOSE PROBE HOLES AND PATCH INSULATION WITH NEW MATERIALS AS SPECIFIED. RESTORE VAPOR BARRIER AND FINISH AS SPECIFIED. PERMANENTLY MARK SETTING OF VALVES, DAMPERS, AND OTHER ADJUSTMENT DEVICES ALLOWING FOR SETTINGS TO BE RESTORED. SET AND LOCK MEMORY STOPS. LEAVE SYSTEMS IN PROPER WORKING ORDER, REPLACING BELT GUARDS, CLOSING ACCESS DOORS, CLOSING DOORS TO ELECTRICAL SWITCH BOXES, PLUGGING TEST HOLES, AND RESTORING THERMOSTATS TO SPECIFIED SETTINGS. INSTALLATIONS WITH SYSTEMS CONSISTING OF MULTIPLE COMPONENTS SHALL BE BALANCED WITH ALL SYSTEM COMPONENTS OPERATING. EXAMINATION BEFORE BEGINNING WORK, VERIFY THAT SYSTEMS ARE COMPLETE AND OPERABLE. ENSURE THE FOLLOWING: GENERAL EQUIPMENT REQUIREMENTS: A. EQUIPMENT IS SAFE TO OPERATE AND IN NORMAL CONDITION. B. EQUIPMENT WITH MOVING PARTS IS PROPERLY LUBRICATED. C. TEMPERATURE CONTROL SYSTEMS ARE COMPLETE AND OPERABLE. D. PROPER THERMAL OVERLOAD PROTECTION IS IN PLACE FOR ELECTRICAL EQUIPMENT. E. DIRECTION OF ROTATION OF ALL FANS AND PUMPS IS CORRECT. F. ACCESS DOORS ARE CLOSED AND END CAPS ARE IN PLACE. DUCT SYSTEM REQUIREMENTS: A. ALL FILTERS ARE CLEAN AND IN PLACE. IF REQUIRED, INSTALL TEMPORARY MEDIA. B. DUCT SYSTEMS ARE CLEAN AND FREE OF DEBRIS. C. FIRE/SMOKE AND MANUAL VOLUME DAMPERS ARE IN PLACE, FUNCTIONAL AND OPEN. D. AIR OUTLETS ARE INSTALLED AND CONNECTED. E. DUCT SYSTEM LEAKAGE HAS BEEN MINIMIZED. PIPE SYSTEM REQUIREMENTS: A. COIL FINS HAVE BEEN CLEANED AND COMBED. B. HYDRONIC SYSTEMS HAVE BEEN CLEANED, FILLED, AND VENTED. C. STRAINER SCREENS ARE CLEAN AND IN PLACE. D. SHUTOFF, THROTTLING AND BALANCING VALVES ARE OPEN. REPORT ANY DEFECTS OR DEFICIENCIES TO ARCHITECT/ENGINEER. PROMPTLY REPORT ITEMS THAT ARE ABNORMAL OR PREVENT PROPER BALANCING. IF, FOR DESIGN REASONS, SYSTEM CANNOT BE PROPERLY BALANCED, REPORT AS SOON AS OBSERVED. BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. PREPARATION PROVIDE INSTRUMENTS REQUIRED FOR TESTING, ADJUSTING, AND BALANCING OPERATIONS. MAKE INSTRUMENTS AVAILABLE TO THE ARCHITECT/ENGINEER FOR SPOT CHECKS DURING TESTING. INSTRUMENTS SHALL BE CALIBRATED WITHIN SIX MONTHS OF TESTING PERFORMED FOR PROJECT, OR MORE RECENTLY IF RECOMMENDED BY THE INSTRUMENT MANUFACTURER. INSTALLATION TOLERANCES ± 10% OF SCHEDULED VALUES: 1. ADJUST AIR INLETS AND OUTLETS TO ± 10% OF SCHEDULED VALUES. 2. ADJUST PIPING SYSTEMS TO ± 10% OF DESIGN VALUES. ADJUSTING AFTER ADJUSTMENT, TAKE MEASUREMENTS TO VERIFY BALANCE HAS NOT BEEN DISRUPTED OR THAT DISRUPTION HAS BEEN RECTIFIED. ONCE BALANCING OF SYSTEMS IS COMPLETE, AT LEAST ONE DAMPER OR VALVE MUST BE 100% OPEN. AFTER TESTING, ADJUSTING AND BALANCING ARE COMPLETE, OPERATE EACH SYSTEM AND RANDOMLY CHECK MEASUREMENTS TO VERIFY SYSTEM IS OPERATING AS REPORTED IN THE REPORT. DOCUMENT ANY DISCREPANCIES. CONTRACTOR RESPONSIBLE FOR EACH MOTOR SHALL ALSO BE RESPONSIBLE FOR REPLACEMENT SHEAVES. COORDINATE WITH CONTRACTOR. SUBMISSION OF REPORTS FILL IN TEST RESULTS ON APPROPRIATE FORMS. SYSTEMS TO BE TESTED, ADJUSTED AND BALANCED VERIFICATION OF EXISTING SYSTEMS PERFORM A PRE-BALANCE OF EQUIPMENT, DIFFUSERS, GRILLES SERVING THE AREA OF CONSTRUCTION AS NOTED ON THE PLANNING. PRE-BALANCE SHALL BE PRIOR TO THE START OF ANY OTHER WORK. DO NOT MAKE ADJUSTMENTS TO THE SYSTEMS. IF THE SYSTEMS ARE NOT OPERATING AT MAXIMUM CAPACITY, TEMPORARILY DRIVE SYSTEM TO MAXIMUM AND TAKE READINGS FOR THE SYSTEM. RETURN THE SYSTEM TO ITS ORIGINAL STATE WHEN MEASUREMENTS ARE COMPLETE. REFER TO NEW WORK SYSTEM/EQUIPMENT BALANCING CRITERIA WITHIN THIS SPECIFICATION FOR BALANCING DATA TO OBTAIN AS PART OF PRE-BALANCING. REPORT FINDINGS TO ARCHITECT/ENGINEER ON STANDARD FORMS. PROVIDE ONE ELECTRONIC COPY OF THE REPORT. GENERAL REQUIREMENTS TITLE PAGE: 1. PROJECT NAME. 2. PROJECT LOCATION. 3. PROJECT ARCHITECT. 4. PROJECT ENGINEER (IMEG CORP.). 5. PROJECT GENERAL CONTRACTOR. 6. TAB COMPANY NAME, ADDRESS, PHONE NUMBER. 7. TAB SUPERVISOR'S NAME AND CERTIFICATION NUMBER. 8. TAB SUPERVISOR'S SIGNATURE AND DATE. 9. REPORT DATE. REPORT INDEX. GENERAL INFORMATION: 1. TEST CONDITIONS. 2. NOMENCLATURE USED THROUGHOUT REPORT. 3. NOTABLE SYSTEM CHARACTERISTICS/DISCREPANCIES FROM DESIGN. 4. TEST STANDARDS FOLLOWED. 5. ANY DEFICIENCIES NOTED. 6. QUALITY ASSURANCE STATEMENT. INSTRUMENT LIST: 1. INSTRUMENT. 2. MANUFACTURER, MODEL, AND SERIAL NUMBER. 3. RANGE. 4. CALIBRATION DATE. AIR SYSTEMS AIR MOVING EQUIPMENT: A. DRAWING SYMBOL. B. LOCATION. C. MANUFACTURER, MODEL, ARRANGEMENT, CLASS, DISCHARGE. D. FAN RPM. E. MULTIPLE RPM FAN CURVE WITH OPERATING POINT MARKED. (OBTAIN FROM EQUIPMENT SUPPLIER). F. FINAL FREQUENCY OF MOTOR AT MAXIMUM FLOW RATE (ON FANS DRIVEN BY VFD). FLOW RATE: A. SUPPLY FLOW RATE (CFM (L/S)): SPECIFIED AND ACTUAL. B. RETURN FLOW RATE (CFM (L/S)): SPECIFIED AND ACTUAL. C. OUTSIDE FLOW RATE (CFM (L/S)): SPECIFIED AND ACTUAL. D. EXHAUST FLOW RATE (CFM (L/S)): SPECIFIED AND ACTUAL. 3. PRESSURE DROP AND PRESSURE: A. FILTER PRESSURE DROP: SPECIFIED AND ACTUAL. B. TOTAL STATIC PRESSURE: SPECIFIED AND ACTUAL. (INDICATE IF ACROSS FAN OR EXTERNAL TO UNIT). C. INLET PRESSURE. D. DISCHARGE PRESSURE. FAN DATA: 1. DRAWING SYMBOL. 2. LOCATION. 3. MANUFACTURER AND MODEL. 4. FLOW RATE (CFM (L/S)): SPECIFIED AND ACTUAL. 5. TOTAL STATIC PRESSURE: SPECIFIED AND ACTUAL. (INDICATE MEASUREMENT LOCATIONS). 6. INLET PRESSURE. 7. DISCHARGE PRESSURE. 8. FAN RPM. ELECTRIC MOTORS: 1. DRAWING SYMBOL OF EQUIPMENT SERVED. 2. MANUFACTURER, MODEL, FRAME. 3. NAMEPLATE: HP (KW), PHASE, SERVICE FACTOR, RPM, OPERATING AMPS, EFFICIENCY. 4. MEASURED: AMPS IN EACH PHASE. DUCT TRAVERSE: 1. SYSTEM ZONE/BRANCH/LOCATION. 2. DUCT SIZE. 3. FREE AREA. 4. VELOCITY: SPECIFIED AND ACTUAL. 5. FLOW RATE (CFM (L/S)): SPECIFIED AND ACTUAL. 6. DUCT STATIC PRESSURE. 7. AIR TEMPERATURE. 8. AIR CORRECTION FACTOR. AIR TERMINAL (INLET OR OUTLET): 1. DRAWING SYMBOL. 2. ROOM NUMBER/LOCATION. 3. TERMINAL TYPE AND SIZE. 4. VELOCITY: SPECIFIED AND ACTUAL. 5. FLOW RATE (CFM (L/S)): SPECIFIED AND ACTUAL. 6. PERCENT OF DESIGN FLOW RATE. PLUMBING SYSTEMS BALANCING VALVE (REFER TO PLUMBING FLOORPLAN FOR LOCATIONS): 1. DRAWING SYMBOL. 2. SERVICE. 3. LOCATION. 4. SIZE. 5. MANUFACTURER AND MODEL. 6. FLOW RATE (GPM (L/S)): SPECIFIED AND ACTUAL. 7. PRESSURE DROP: SPECIFIED AND ACTUAL. 23 07 13 DUCTWORK INSULATION SECTION INCLUDES DUCTWORK INSULATION INSULATION JACKETS QUALITY ASSURANCE APPLICATOR: COMPANY SPECIALIZING IN DUCTWORK INSULATION APPLICATION WITH FIVE YEARS MINIMUM EXPERIENCE. MATERIALS: UL LISTED IN CATEGORY HNKT; FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50 IN ACCORDANCE WITH ASTM E84, NFPA 255, OR UL 723. ADHESIVES: UL LISTED, MEETING NFPA 90A/90B REQUIREMENTS. INSULATION MATERIALS TYPE A: FLEXIBLE FIBERGLASS _ OUTSIDE WRAP; ANSI/ASTM C553; COMMERCIAL GRADE; 0.28 MAXIMUM 'K' VALUE AT 75F; FOIL SCRIM KRAFT FACING, 1.0 LB./CU. FT. DENSITY. TYPE C: FLEXIBLE FIBERGLASS LINER; ANSI/ASTM C1071; 0.28 MAXIMUM 'K' VALUE AT 75F; 1.5 LB/CU FT MINIMUM DENSITY; COATED AIR SIDE FOR 4000 FPM AIR VELOCITY. VAPOR BARRIER JACKETS KRAFT REINFORCED FOIL VAPOR BARRIER WITH SELF-SEALING ADHESIVE JOINTS. BEACH PUNCTURE RESISTANCE RATIO OF AT LEAST 25 UNITS. TENSILE STRENGTH: 35 PSI MINIMUM. SINGLE, SELF-SEAL ACRYLIC ADHESIVE ON LONGITUDINAL JACKET LAPS AND BUTT STRIPS. GENERAL INSTALLATION REQUIREMENTS INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, CODES, AND INDUSTRY STANDARDS. INSTALL MATERIALS AFTER DUCTWORK HAS BEEN TESTED. CLEAN SURFACES FOR ADHESIVES. PROVIDE INSULATION WITH VAPOR BARRIER WHEN AIR CONVEYED MAY BE BELOW AMBIENT TEMPERATURE. EXTERIOR DUCT WRAP _ FLEXIBLE, TYPE A INSTALLATION APPLY WITH EDGES TIGHTLY BUTTED. CUT SLIGHTLY LONGER THAN PERIMETER OF DUCT TO INSURE FULL THICKNESS AT CORNERS. DO NOT WRAP EXCESSIVELY TIGHT. SEAL JOINTS WITH ADHESIVE BACKED TAPE. APPLY SO INSULATION CONFORMS UNIFORMLY AND FIRMLY TO DUCT. PROVIDE HIGH-DENSITY INSULATION INSERTS AT TRAPEZE DUCT HANGERS AND STRAPS TO PREVENT CRUSHING OF INSULATION. MAINTAIN CONTINUOUS VAPOR BARRIER THROUGH THE HANGER. TAPE ALL JOINTS WITH ROYAL TAPES #RT 350 (216-439-7229), VENTURE TAPE 1525CW, OR COMPAC TYPE FSK. NO SUBSTITUTIONS WILL BE ACCEPTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT/ENGINEER. PRESS TAPE TIGHTLY TO THE DUCT COVERING WITH A SQUEEGEE FOR A TIGHT CONTINUOUS SEAL. FISH MOUTHS AND LOOSE TAPE EDGES ARE NOT ACCEPTABLE. STAPLES MAY BE USED, BUT MUST BE COVERED WITH TAPE. VAPOR BARRIER MUST BE CONTINUOUS. MECHANICALLY FASTEN ON 12" CENTERS AT BOTTOM OF DUCTS OVER 24" WIDE AND ON ALL SIDES OF VERTICAL DUCTS. INTERIOR INSULATION _ FLEXIBLE DUCT LINER, TYPE C INSTALLATION OBSERVATION OF DUCT LINING: a. AFTER INSTALLATION OF DUCTWORK, ARCHITECT/ENGINEER MAY SELECT RANDOM OBSERVATION POINTS IN EACH SYSTEM. 1) AT EACH OBSERVATION POINT, CUT AND REMOVE AN 18"X 18" SECTION OF DUCTWORK AND LINER FOR VERIFICATION OF INSTALLATION. 2) RANDOM OBSERVATION POINTS BASED ON ONE OPENING PER 75 LINEAL FT.OF TOTAL DUCT RUN. b. WHEN ANY OF THE OBSERVATION POINTS SHOWS NON-COMPLIANCE, ADDITIONAL POINTS WILL BE DESIGNATED BY THE ARCHITECT/ENGINEER, AND OBSERVATION REPEATED. c. IF 20% OF POINTS OBSERVED DO NOT COMPLY, REMOVE AND REPLACE ALL LINED DUCTS AND REPEAT TESTS. WHERE REPLACEMENT IS NOT REQUIRED, CORRECT ALL NON-COMPLIANCES. d. AT END OF OBSERVATION, REPAIR ALL DUCT LINING AND OBSERVATION HOLES BY INSTALLING STANDARD, INSULATED, HINGED ACCESS DOORS PER SECTION 1591023 33 00. e. PAINT OR FINISH TO MATCH ADJACENT DUCT SURFACES. IMPALE ON SPINDLE ANCHORS WELDED OR MECHANICALLY FASTENED TO THE DUCT. ADHESIVE OR GLUE FASTENED ANCHORS ARE NOT ACCEPTABLE. MAXIMUM ANCHOR SPACING PER SMACNA DUCT CONSTRUCTION STANDARDS OR MANUFACTURER'S RECOMMENDATIONS, WHICHEVER IS MORE RESTRICTIVE. LOCATE PINS LESS THAN 3" FROM CORNERS AND AT INTERVALS NOT OVER 6" AROUND THE PERIMETER AT LEADING AND TRAILING EDGES. LOCATE PINS WITHIN 3" OF TRANSVERSE JOINTS AND AT INTERVALS NOT OVER 16" LONG THE LENGTH OF THE DUCT. PINS MUST BE LONG ENOUGH TO PREVENT COMPRESSING THE INSULATION. IN ADDITION TO ANCHORS, SECURE LINER WITH UL LISTED ADHESIVE COVERING OVER 90% OF THE DUCT SURFACE. INSTALL PER THE LATEST EDITION OF THE SMACNA MANUAL. LEADING EDGES SHALL BE COVERED AS FOLLOWS: a. FOR DUCT VELOCITIES BELOW 3000 FPM, COAT LEADING EDGES WITH ADHESIVE. NEATLY BUTT LINER WITHOUT GAPS AT TRANSVERSE JOINTS. CUT LINER FLUSH WITH END OF THE DUCT SECTION FOR TIGHT JOINTS WITH NO EXPOSED DUCT. IF ADHESIVE IS SHOP INSTALLED, FIELD APPLY ADDITIONAL ADHESIVE TO THE END OF EACH DUCT SECTION FOR COMPLETE ADHESION OF THE LINER. PROTECT EDGES FROM DIRT AND DEBRIS. b. FOR DUCT VELOCITIES ABOVE 3000 FPM, COVER LEADING EDGES WITH METAL NOSING. USE NOSING ON UPSTREAM EDGES OF EACH SECTION OF DUCT. IF THE DUCT CAN BE INSTALLED IN EITHER DIRECTION, PROVIDE NOSING ON EACH END OR CLEARLY MARK THE DUCT TO ALLOW VISUAL VERIFICATION AFTER INSTALLATION. VERIFY DUCT VELOCITIES BASED ON THE SCHEDULED AIR FLOW RATES AND DETERMINE WHERE METAL NOSING IS REQUIRED. c. INSTALL METAL NOSING IN THE FOLLOWING LOCATIONS (REGARDLESS OF VELOCITY): 1) THE FIRST THREE FITTINGS DOWNSTREAM OF ALL FANS. 2) AT ALL DUCT LINER INTERRUPTIONS. THIS INCLUDES FIRE DAMPERS, ACCESS DOORS, BRANCH CONNECTIONS, AND ALL OTHER LOCATIONS WHERE THE EDGE OF THE LINER IS EXPOSED. 3) TRAILING EDGES OF TRANSVERSE JOINTS DO NOT REQUIRE METAL NOSINGS. OVERLAP LINER AT LONGITUDINAL JOINTS. MAKE LONGITUDINAL JOINTS AT CORNERS OF THE DUCT UNLESS THE DUCT SIZE DOES NOT ALLOW THIS. COAT LONGITUDINAL JOINTS WITH ADHESIVE AT VELOCITIES OVER 2500 FPM. SEAL ALL DAMAGED DUCT LINER WITH ADHESIVE AND GLASS CLOTH. DO NOT DAMAGE DUCT LINER SURFACE COATINGS. DUCT DIMENSIONS GIVEN ARE NET INSIDE DIMENSIONS. INCREASE SHEET METAL TO ALLOW FOR INSULATION THICKNESS. CONTINUE INSULATION WITH VAPOR BARRIER THROUGH PENETRATIONS UNLESS CODE PROHIBITS. PROVIDE 2" WIDE, 24" HIGH, 26 GAUGE, GALVANIZED SHEET METAL CORNER PROTECTION ANGLES FOR ALL EXTERNALLY INSULATED DUCTWORK EXTENDING TO A FLOOR OR CURB. SCHEDULE REFER TO 23 31 00 FOR DUCTWORK INSULATION SCHEDULE. 23 31 00 DUCTWORK SECTION INCLUDES GALVANIZED DUCTWORK DUCTWORK SEALANTS RECTANGULAR DUCTWORK -SINGLE WALL ROUND AND FLAT OVAL DUCTWORK -SINGLE WALL FLEXIBLE DUCT DUCTWORK PENETRATIONS DEFINITIONS DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. MAINTAIN CLEAR DIMENSIONS INSIDE ANY LINING. TRANSITIONS ARE GENERALLY NOT SHOWN IN SINGLE-LINE DUCTWORK. WHERE SIZES CHANGE AT A DIVIDED FLOW FITTING, THE LARGER SIZE SHALL CONTINUE THROUGH THE FITTING. GALVANIZED DUCTWORK DUCT AND REINFORCEMENT MATERIALS SHALL CONFORM TO ASTM A653 AND A924. INTERIOR DUCTWORK AND REINFORCEMENTS: G60 GALVANIZED (0.60 OUNCES PER SQUARE FOOT TOTAL ZINC COATING FOR TWO SIDES PER ASTM A90) UNLESS NOTED OTHERWISE. DUCTWORK REINFORCEMENT SHALL BE OF GALVANIZED STEEL. DUCTWORK SUPPORTS SHALL BE OF GALVANIZED OR PAINTED STEEL. SLIP CABLE HANGERS ARE ACCEPTABLE. ACCEPTABLE MANUFACTURERS ARE GRIPPLE, DUCTMATE, DURO DYNE, OR ARCHITECT/ENGINEER APPROVED. ALL FASTENERS SHALL BE GALVANIZED OR CADMIUM PLATED. DUCTWORK SEALANTS ONE PART JOINT SEALERS SHALL BE WATER-BASED MASTIC SYSTEMS THAT MEET THE FOLLOWING REQUIREMENTS: MAXIMUM 48-HOUR CURE TIME, SERVICE TEMPERATURE OF -20F TO +175F, RESISTANT TO MOLD, MILDEW AND WATER, FLAME SPREAD RATING BELOW 25 AND SMOKE-DEVELOPED RATING BELOW 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84, SUITABLE FOR ALL SMACNA SEAL CLASSES AND PRESSURE CLASSES. MASTIC USED TO SEAL FLEXIBLE DUCTWORK SHALL BE MARKED UL 181B-M. PRESSURE SENSITIVE TAPE USED FOR SEALING DUCTWORK SHALL BE MINIMUM 2.5-INCH WIDE, LISTED AND MARKED UL 181A-P, HAVING MINIMUM 60 OZ/INCH PEEL ADHESION TO STEEL, AND SERVICE TEMPERATURE RANGE FROM -20F TO +250F. ADHESIVES AND SEALANTS: ALL SEALERS, ADHESIVES, AND SEALANTS SHALL COMPLY WITH THE LOW EMITTING MATERIAL LIMITS OF THE FOLLOWING WHERE PRESSURE SENSITIVE TAPE IS CALLED FOR ON DRAWINGS AND SPECIFICATIONS FOR SEALING FLEXIBLE DUCTWORK, TAPE SHALL BE MINIMUM 2.5-INCH WIDE, UL 181 B-FX LISTED, AND MARKED TAPE HAVING MINIMUM 60 OZ/INCH PEEL ADHESION TO STEEL AND SERVICE TEMPERATURE RANGE FROM -20F TO +250F. ACCEPTABLE MANUFACTURERS INCLUDE: VENTURE TAPE 1581A, COMPAC #340, SCOTCH FOIL TAPE 3326, POLYKEN 339. RECTANGULAR DUCT -SINGLE WALL ALL DUCTWORK GAUGES AND REINFORCEMENTS SHALL BE AS LISTED IN SMACNA DUCT CONSTRUCTION STANDARDS CHAPTER 2. WHERE NECESSARY TO FIT IN CONFINED SPACES, FURNISH HEAVIEST DUCT GAUGE AND LEAST SPACE CONSUMING REINFORCEMENT. TRANSITIONS SHALL NOT EXCEED THE ANGLES IN FIGURE 4-7. EXCEPTIONS AND MODIFICATIONS TO THE 2005 HVAC DUCT CONSTRUCTION STANDARDS ARE: 1. ALL DUCTS SHALL BE CROSS-BROKEN OR BEADED. 2. TURNING VANES SHALL BE USED IN ALL 90° MITERED ELBOWS, UNLESS CLEARLY NOTED OTHERWISE ON THE DRAWINGS. VANES SHALL BE AS FOLLOWS: a. TYPE 1: 1) DESCRIPTION: SINGLE WALL TYPE WITH 22-GAUGE (0.029”) OR HEAVIER VANES, 3-1/4" BLADE SPACING, AND 4”TO 4-1/2" RADIUS. VANES HEMMED IF RECOMMENDED BY RUNNER MANUFACTURER. RUNNERS SHALL HAVE EXTRA LONG LOCKING TABS. C-VALUE INDEPENDENTLY TESTED AT BELOW 0.26. EZ RAIL II BY SHEET METAL CONNECTORS OR EQUAL. 2) USAGE: LIMITED TO 3,000 FPM AND VANE LENGTHS 36”AND UNDER. b. TYPE 2: 1) DESCRIPTION: DOUBLE WALL TYPE WITH 3-1/4" BLADE SPACING, 4-1/2" RADIUS, 24-GAUGE MINIMUM, AND SMACNA TYPE 1 RUNNERS. C-VALUE BELOW 0.27. 2) USAGE: NO LIMITS OTHER THAN IMPOSED BY THE MANUFACTURER. PROVIDE INTERMEDIATE SUPPORT FOR VANES OVER 48”LONG. c. TURNING VANES SHALL OPERATE QUIETLY. REPAIR OR REPLACE VANES THAT RATTLE OR FLUTTER. e. RUNNERS MUST BE INSTALLED AT A 45° ANGLE. ELBOWS WITH DIFFERENT SIZE INLET AND OUTLET MUST BE RADIUS TYPE. f. OMITTING EVERY OTHER VANE IS PROHIBITED. 3. WHERE SMOOTH RADIUS RECTANGULAR ELBOWS ARE SHOWN, THEY SHALL BE CONSTRUCTED PER SMACNA FIGURE 4-2. TYPE RE1 SHALL BE CONSTRUCTED WITH A CENTERLINE DUCT RADIUS R/W OF 1.0. WHERE SHOWN ON DRAWINGS, TYPE RE3 ELBOWS WITH 3 VANES SHALL BE USED WITH CENTERLINE DUCT RADIUS R/W OF 0.6 (SMACNA R/W=0.1). RE1 OR RE3 ELBOWS MAY BE USED WHERE MITERED ELBOWS ARE SHOWN IF SPACE PERMITS. MITERED ELBOWS (WITH OR WITHOUT TURNING VANES) MAY NOT BE SUBSTITUTED FOR RADIUS ELBOWS. DO NOT MAKE BRANCH TAKEOFFS WITHIN 4 DUCT DIAMETERS ON THE SIDE OF THE DUCT DOWNSTREAM FROM THE INSIDE RADIUS OF RADIUS ELBOWS. 4. RECTANGULAR BRANCH AND TEE CONNECTIONS IN DUCTS OVER 1”PRESSURE CLASS SHALL BE 45° ENTRY TYPE PER FIGS. 4-5 AND 4-6. RECTANGULAR STRAIGHT TAPS ARE NOT ACCEPTABLE ABOVE 1”PRESSURE CLASS. 5. BELLMOUTH FITTINGS SHOWN ON RETURN DUCT INLETS SHALL EXPAND AT A 60-DEGREE TOTAL ANGLE HORIZONTALLY AND VERTICALLY (SPACE PERMITTING) AND HAVE LENGTH OF AT LEAST 25% OF THE SMALLEST DUCT DIMENSION. 6. ROUND TAPS OFF RECTANGULAR UNLINED DUCTS SHALL BE FLANGED CONICAL OR BELLMOUTH TYPE (EQUAL TO BUCKLEY BELLMOUTH OR SHEET METAL CONNECTORS E-Z TAP), OR 45° RECTANGULAR WITH TRANSITION TO ROUND (EQUAL TO SHEET METAL CONNECTORS INC. HIGH EFFICIENCY TAKEOFF). STRAIGHT TAPS ARE ACCEPTABLE IF PRESSURE CLASS IS 1”OR LESS, ROUND DUCT IS 12" DIAMETER OR LESS, AND THE TAP IS NOT LOCATED BETWEEN FANS AND TAB DEVICES. 7. DUCT OFFSETS SHALL BE CONSTRUCTED AS SHOWN ON DRAWINGS. ADDITIONAL OFFSETS REQUIRED IN THE FIELD SHALL BE FORMED OF MITERED ELBOWS WITHOUT TURNING VANES FOR OFFSETS UP TO 30° MAXIMUM ANGLE IN ACCORDANCE WITH SMACNA OFFSET TYPE 2. OFFSETS OF GREATER THAN 30° ANGLE SHALL BE FORMED OF RADIUS ELBOWS WITH CENTERLINE RADIUS R/W=1.0 OR GREATER. SMACNA TYPE 1 OFFSETS ARE NOT PERMITTED. 8. ALL LINED DUCT SHALL UTILIZE DOVETAIL JOINTS WHERE ROUND OR CONICAL TAPS OCCUR. THE DOVETAIL JOINTS SHALL EXTEND PAST THE LINER BEFORE BEING FOLDED OVER. 9. CUSHION HEADS ARE ACCEPTABLE ONLY IN DUCTS UP TO ±2" PRESSURE CLASS, AND MUST BE LESS THAN 6”IN LENGTH 10. SLIDE-ON FLANGED TRANSVERSE JOINT SYSTEMS ARE ACCEPTABLE PROVIDED THEY ARE A MANUFACTURED PRODUCT THAT HAS BEEN TESTED FOR CONFORMANCE WITH CHAPTER 2 OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR SHEET AND JOINT DEFLECTION AT THE SPECIFIED PRESSURE CLASS. a. APPLY SEALANT TO ALL INSIDE CORNERS. HOLES AT CORNERS ARE NOT ACCEPTABLE. b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“KEATING COUPLING”). FLEXIBLE DUCT FLEXIBLE DUCT SHALL BE LISTED AND LABELED AS UL 181 CLASS 1 AIR DUCT MATERIAL, AND SHALL COMPLY WITH NFPA 90A AND 90B, AND MEET GSA, FHA AND OTHER U.S. GOVERNMENT AGENCY STANDARDS. FLEXIBLE DUCT SHALL BEAR THE ADC SEAL OF CERTIFICATION. FLAME SPREAD/SMOKE DEVELOPED: NOT OVER 25/50. FLEXIBLE DUCT SHALL HAVE CORROSION_RESISTANT WIRE HELIX, BONDED TO AN INNER LINER THAT PREVENTS AIR FROM CONTACTING THE INSULATION, COVERED WITH MINIMUM 1-1/2", 3/4 LB/CF DENSITY FIBERGLASS INSULATION BLANKET, SHEATHED IN A VAPOR BARRIER OF METALIZED POLYESTER FILM LAMINATED TO GLASS MESH. INNER LINER SHALL BE AIRTIGHT AND SUITABLE FOR 6" WC STATIC PRESSURE THROUGH 10”DIAMETER AND SHALL BE AIRTIGHT AND SUITABLE FOR 4”WC STATIC PRESSURE 12”THROUGH 16”DIAMETER. OUTER JACKET SHALL ACT AS A VAPOR BARRIER ONLY WITH PERMEANCE NOT OVER 0.1 PERM PER ASTM E96, PROCEDURE A. ”R”VALUE SHALL NOT BE LESS THAN 4.0 FT2*ºF*HR/BTUH. TEMPERATURE RANGE OF AT LEAST 0-180º. MAXIMUM VELOCITY OF 4,000 FPM. USAGE: CONNECTIONS TO AIR INLETS AND OUTLETS. DO NOT EXCEED 6'-0" IN LENGTH. STRETCH ALL FLEXIBLE DUCT TO PREVENT SAGS AND REDUCE AIR FRICTION. SHORTEN AND REINSTALL ALL SAGGING OR LOOSE FLEXIBLE DUCT. AVOID SHARP ELBOWS. ELBOWS SHALL MAINTAIN 1.5 DIAMETER CENTERLINE TURNING RADIUS. INSTALL PER THE SMACNA FLEXIBLE DUCT MANUAL. SECURE INNER LAYER WITH DRAW BAND. WRAP WITH PRESSURE SENSITIVE TAPE FOR PROTECTION PRIOR TO INSTALLING DRAW BAND. PRESSURE SENSITIVE TAPE ALONE IS NOT ACCEPTABLE. INSTALLATION PROVIDE OPENINGS IN DUCTS FOR THERMOMETERS AND CONTROLLERS. LOCATE DUCTS WITH SPACE AROUND EQUIPMENT FOR NORMAL OPERATION AND MAINTENANCE. DO NOT INSTALL DUCTS OR OTHER EQUIPMENT ABOVE ELECTRICAL SWITCHBOARDS OR PANELBOARDS. THIS INCLUDES A DEDICATED SPACE EXTENDING 25 FEET FROM THE FLOOR TO THE STRUCTURAL CEILING WITH WIDTH AND DEPTH EQUAL TO THE ELECTRICAL EQUIPMENT. UNLESS INTENDED TO SERVE THESE ROOMS, DO NOT INSTALL ANY DUCTWORK OR EQUIPMENT IN ELECTRICAL ROOMS, TRANSFORMER ROOMS, ELECTRICAL CLOSETS, TELEPHONE ROOMS OR ELEVATOR MACHINE ROOMS DURING CONSTRUCTION PROVIDE TEMPORARY CLOSURES OF METAL OR TAPED POLYETHYLENE ON OPEN DUCTS TO PREVENT DUST FROM ENTERING DUCTWORK. REPAIR ALL DUCT INSULATION AND LINER TEARS. INSTALL MANUAL VOLUME DAMPERS IN BRANCH SUPPLY DUCTS SO ALL OUTLETS CAN BE ADJUSTED. DO NOT INSTALL DAMPERS AT AIR TERMINAL DEVICE OR IN OUTLETS, UNLESS SPECIFICALLY SHOWN. INSTALL FLEXIBLE DUCT IN ACCORDANCE WITH THE ADC FLEXIBLE DUCT PERFORMANCE AND INSTALLATION STANDARDS. SUPPORT ALL DUCT SYSTEMS IN ACCORDANCE WITH THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS: METAL AND FLEXIBLE. ADHESIVES, SEALANTS, TAPES, VAPOR RETARDERS, FILMS, AND OTHER SUPPLEMENTARY MATERIALS ADDED TO DUCTS, PLENUMS, HOUSING PANELS, SILENCERS, ETC. SHALL HAVE FLAME SPREAD/SMOKE DEVELOPED RATINGS OF UNDER 25/50 PER ASTM E84, NFPA 255, OR UL 723. DUCTWORK SEALING OPENINGS, SUCH AS ROTATING SHAFTS, SHALL BE SEALED WITH BUSHINGS OR SIMILAR. PRESSURE SENSITIVE TAPE SHALL NOT BE USED AS THE PRIMARY SEALANT UNLESS IT HAS BEEN CERTIFIED TO COMPLY WITH UL-181A OR UL-181B BY AN INDEPENDENT TESTING LABORATORY AND THE TAPE IS USED IN ACCORDANCE WITH THAT CERTIFICATION. ALL CONNECTIONS SHALL BE SEALED INCLUDING, BUT NOT LIMITED TO, TAPS, OTHER BRANCH CONNECTIONS, ACCESS DOORS, ACCESS PANELS, AND DUCT CONNECTIONS TO EQUIPMENT. SEALING THAT WOULD VOID PRODUCT LISTINGS IS NOT REQUIRED. SPIRAL LOCK SEAMS NEED NOT BE SEALED. MASTIC-BASED DUCT SEALANTS SHALL BE APPLIED TO JOINTS AND SEAMS IN MINIMUM 3 INCH WIDE BY 20 MIL THICK BANDS USING BRUSH, PUTTY KNIFE, TROWEL, OR SPRAY, UNLESS MANUFACTURER'S DATA SHEET SPECIFIES OTHER APPLICATION METHODS OR REQUIREMENTS. FOR SEAL CLASS A DUCTS, ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL PENETRATIONS SHALL BE SEALED. JOINTS ARE INCLUSIVE OF, BUT NOT LIMITED TO, GIRTH JOINTS, BRANCH AND SUB-BRANCH INTERSECTIONS, DUCT COLLAR TAP-INS, FITTING SUBSECTIONS, LOUVER AND AIR TERMINAL CONNECTIONS TO DUCTS, ACCESS DOOR AND ACCESS PANEL FRAMES AND JAMBS, DUCT, PLENUM, AND CASING ABUTMENTS TO BUILDING STRUCTURES. DUCTWORK PENETRATIONS ALL DUCT PENETRATIONS OF FIREWALLS SHALL HAVE FIRE OR FIRE/SMOKE DAMPERS WHERE REQUIRED BY CODE. DAMPERS SHALL BE COMPATIBLE WITH FIRE RATING OF WALL ASSEMBLY. VERIFY ACTUAL RATING OF ANY WALL BEING PENETRATED WITH ARCHITECT/ENGINEER. SEAL ALL DUCT PENETRATIONS OF WALLS THAT ARE NOT FIRE RATED BY CAULKING OR PACKING WITH FIBERGLASS. INSTALL GALVANIZED STEEL (UNLESS OTHERWISE INDICATED) TRIM STRIP TO COVER VACANT SPACE AND RAW CONSTRUCTION EDGES OF ALL RECTANGULAR OPENINGS IN FINISHED ROOMS. DUCTWORK APPLICATION SCHEDULE 23 33 00 DUCTWORK ACCESSORIES SECTION INCLUDES MANUAL VOLUME DAMPERS REFERENCES NFPA 90A _ INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. SMACNA _ HVAC DUCT CONSTRUCTION STANDARDS -THIRD EDITION -2005. MANUAL VOLUME DAMPERS FABRICATE IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS, AND AS INDICATED. FABRICATE SINGLE BLADE DAMPERS FOR DUCT SIZES TO 9-1/2 X 30 INCHES. FABRICATE MULTI_BLADE DAMPER OF OPPOSED BLADE PATTERN WITH MAXIMUM BLADE SIZES 12" X 72". ASSEMBLE CENTER AND EDGE CRIMPED BLADES IN PRIME COATED OR GALVANIZED CHANNEL FRAME WITH SUITABLE HARDWARE. EXCEPT IN ROUND DUCTWORK 12 INCHES AND SMALLER, PROVIDE END BEARINGS. ON MULTIPLE BLADE DAMPERS, PROVIDE MOLDED SYNTHETIC OR OIL-IMPREGNATED NYLON OR SINTERED BRONZE BEARINGS. PROVIDE LOCKING QUADRANT REGULATORS ON SINGLE AND MULTI-BLADE DAMPERS. ON INSULATED DUCTS, MOUNT QUADRANT REGULATORS ON STAND_OFF MOUNTING BRACKETS, BASES, OR ADAPTERS. IF BLADES ARE IN OPEN POSITION AND EXTEND INTO THE MAIN DUCT, MOUNT DAMPER SO BLADES ARE PARALLEL TO AIRFLOW. INSTALLATION INSTALL ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WHERE DUCT ACCESS DOORS ARE LOCATED ABOVE INACCESSIBLE CEILINGS, PROVIDE CEILING ACCESS DOORS. COORDINATE LOCATION WITH THE ARCHITECT/ENGINEER. COORDINATE AND INSTALL ACCESS DOORS PROVIDED BY OTHERS. MANUAL VOLUME DAMPER: PROVIDE MANUAL VOLUME DAMPERS AT POINTS ON LOW PRESSURE SUPPLY, RETURN, AND EXHAUST SYSTEMS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS WHERE INDICATED ON DRAWINGS AND AS REQUIRED FOR AIR BALANCING. USE SPLITTER DAMPERS ONLY WHERE INDICATED. 23 34 23 POWER VENTILATORS SECTION INCLUDES ROOF EXHAUST FANS ROOM EXHAUST FAN QUALITY ASSURANCE PERFORMANCE RATINGS: CONFORM TO AMCA 210 AND BEAR AMCA CERTIFIED RATING SEAL. SOUND RATINGS: AMCA 301, TESTED TO AMCA 300. FABRICATION: CONFORM TO AMCA 99. SUBMITTALS SUBMIT SHOP DRAWINGS UNDER PROVISIONS OF SECTION 23 05 00. INCLUDE PRODUCT DATA, FAN CURVES WITH SPECIFIED OPERATING POINT CLEARLY PLOTTED, AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOFTOP EXHAUST FAN -DIRECT DRIVEN FAN WHEEL: CENTRIFUGAL TYPE, ALUMINUM OR COMPOSITE WITH BACKWARD INCLINED OR AIRFOIL BLADES, STATICALLY AND DYNAMICALLY BALANCED. HOUSING: REMOVABLE, SPUN ALUMINUM DOME OR RECTANGULAR TOP, WITH SQUARE, ONE PIECE, ALUMINUM BASE AND CURB CAP WITH VENTURI INLET CONE. FAN SHAFT: TURNED, GROUND AND POLISHED STEEL; KEYED TO WHEEL HUB. ANY STEEL PARTS SHALL BE GALVANIZED OR EPOXY COATED. NON-CORROSIVE FASTENERS. DIRECT DRIVE, MOTOR MOUNTED OUTSIDE OF AIRSTREAM AND VENTILATED WITH OUTSIDE AIR. ALUMINUM OR BRASS BIRD SCREEN. PLASTIC MESH WILL NOT BE ALLOWED. MILL ALUMINUM FINISH. DAMPERS: FURNISH GRAVITY DAMPER. DAMPERS SHALL BE ALUMINUM WITH BRASS BUSHINGS, BLADE SEALS AND BLADE TIE RODS. LEAKAGE SHALL NOT EXCEED 4 CFM/SQ.FT @1" SP (20LPS/SQ.M @ 250 PA) (OR SHALL BE AMCA CLASS 1 CERTIFIED). MOTOR (AS SCHEDULED ON DRAWINGS): 1. INDUCTION: FURNISH PERMANENTLY LUBRICATED SEALED BALL TYPE MOTOR AND DRIVE SHAFT BEARINGS. MOTOR AND WHEEL SUPPORTED BY VIBRATION ISOLATORS. DISCONNECT PROVIDED BY MFR. 2. ELECTRONICALLY COMMUTATED MOTOR (ECM): MOTOR SHALL BE VARIABLE SPEED, CONSTANT TORQUE, BRUSHLESS DC MOTOR FOR DIRECT-DRIVE APPLICATIONS. ELECTRONICS SHALL BE ENCAPSULATED FOR MOISTURE PROTECTION AND SHALL INCLUDE INTEGRAL SURGE PROTECTION. MOTOR SHALL BE PRE-WIRED FOR SPECIFIC VOLTAGE AND PHASE. MOTOR FRAME SHALL BE NEMA 48; ALL EC MOTORS SHALL BE A MINIMUM OF 85% EFFICIENT AT ALL SPEEDS. PROVIDE MOTOR WITH ONBOARD MOTOR CONTROL MODULE. MOTOR SPEED SHALL BE LIMITED TO PROVIDE ELECTRONIC OVERCURRENT PROTECTION. PROVIDE NON-FUSED, WITH THERMAL OVERLOAD PROTECTION, FACTORY MOUNTED AND WIRED DISCONNECT SWITCH MOUNTED INSIDE FAN HOUSING. STARTER SHALL PROVIDE SOFT START TO REDUCE INRUSH CURRENT AND SHALL BE CONTROLLABLE FROM 20% TO 100% OF FULL RATED SPEED. OPERATIONAL MODE SHALL BE AS FOLLOWS: ECM SET FOR CONSTANT CFM. SPEED CONTROLLER: FOR SINGLE PHASE INDUCTION MOTOR FANS, FURNISH SOLID-STATE DIAL SPEED CONTROLLER. MOUNT AND WIRE INSIDE FAN UNLESS SHOWN OTHERWISE ON THE DRAWINGS. PROVIDE PERMANENT MARKING AT BALANCED POINT. BEARINGS: PERMANENTLY LUBRICATED, PERMANENTLY SEALED, SELF-ALIGNING BALL BEARINGS. MANUFACTURERS: AEROVENT "FACX", COOK "ACE-D", GREENHECK, ACME PX, PENNBARRY DX, CARNES, TWIN CITY DCRU, YORK SEE M702 FOR CONTINUATION N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING M702 MECHANICAL SPECIFICATIONS MRMSVV 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 100% CDs 10/20/2023 CONTINUED FROM 23 34 23 ROOM EXHAUST FAN FIBERGLASS LINED SHEET METAL HOUSING. RUBBER TORSION MOTOR MOUNTS. BUILT-IN BACKDRAFT DAMPER. CENTRIFUGAL FAN. MOLDED WHITE PLASTIC OR ALUMINUM CEILING GRILLE. MANUAL MOTOR STARTER: NEMA ICS 2; AC GENERAL-PURPOSE CLASS A MANUALLY OPERATED NON-REVERSING FULL- VOLTAGE CONTROLLER FOR FRACTIONAL HORSEPOWER INDUCTION MOTORS, TOGGLE OPERATOR. CONTROLLED VIA WALL SWITCH. WALL SWITCH PROVIDED BY E.C. ACCEPTABLE MANUFACTURERS: ACME, BROAN, CARNES, COOK, JENCOFAN, PENNBARRY, GREENHECK, PANASONIC. INSTALLATION INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SECURE ROOF EXHAUSTERS WITH CADMIUM PLATED LAG SCREWS TO ROOF CURB. IF MANUFACTURER HAS NO RECOMMENDATIONS, SECURE ROOF EXHAUST FANS TO CURBS WITH 1/4”LAG BOLTS ON 8” MAXIMUM CENTERS. MC SHALL INSTALL AND WIRE FACTORY PROVIDED DAMPER TO OPEN WHEN THE FAN RUNS IF THE MANUFACTURER DOES NOT PROVIDE AN OPTION TO PRE-WIRE THE DAMPER. 23 37 00 AIR INLETS AND OUTLETS SECTION INCLUDES GRILLES AND REGISTERS ARCHITECTURAL SQUARE PANEL DIFFUSERS QUALITY ASSURANCE TEST AND RATE PERFORMANCE OF AIR INLETS AND OUTLETS PER ASHRAE 70. SUBMITTALS SUBMIT PRODUCT DATA UNDER PROVISIONS OF SECTION 23 05 00. SUBMIT SCHEDULE OF INLETS AND OUTLETS INDICATING TYPE, SIZE, LOCATION, APPLICATION, AND NOISE LEVEL. REVIEW REQUIREMENTS OF INLETS AND OUTLETS AS TO SIZE, FINISH, AND TYPE OF MOUNTING PRIOR TO SUBMITTING PRODUCT DATA AND SCHEDULES OF INLETS AND OUTLETS. SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTIONS. REGULATORY REQUIREMENTS CONFORM TO ANSI/NFPA 90A. CONFORM TO ASHRAE 90.1. GRILLES AND REGISTERS REFERENCE TO A GRILLE MEANS AN AIR SUPPLY, EXHAUST OR TRANSFER DEVICE WITHOUT A DAMPER. REFERENCE TO A REGISTER MEANS AN AIR SUPPLY, EXHAUST OR TRANSFER DEVICE WITH A DAMPER. THE TYPE OF UNIT, MARGIN, MATERIAL, FINISH, ETC., SHALL BE AS SHOWN ON THE DRAWING SCHEDULE AND SUITABLE FOR THE INTENDED USE. ALL MARGINS SHALL BE COMPATIBLE WITH CEILING TYPES SPECIFIED (INCLUDING 'THIN-LINE' T-BAR LAY-IN GRID SYSTEM). ANY DISCREPANCIES IN CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER, IN WRITING, PRIOR TO BID DATE. SUBMISSION OF BID INDICATES CEILING AND AIR INLET AND OUTLET TYPES HAVE BEEN COORDINATED. THE CAPACITY AND SIZE OF THE UNIT SHALL BE AS SHOWN ON THE DRAWINGS. ALL UNITS SHALL HANDLE THE INDICATED CFM AS SHOWN ON THE DRAWINGS WHILE NOT EXCEEDING AN NC LEVEL OF 25, REFERENCED TO 10-12 WATTS WITH A 10 DB ROOM EFFECT. NOISE IN CLASSROOMS MAY NOT EXCEED 35 DBA OR 55 DBC PER ANSI STANDARD S12.60-2002 AND ASHRAE 70. REFER TO THE DRAWINGS FOR CONSTRUCTION MATERIAL, COLOR AND FINISH, MARGIN STYLE, DEFLECTION, AND SIZES OF GRILLES AND REGISTERS. PROVIDE WITH 3/4”BLADE SPACING. BLADES SHALL HAVE STEEL FRICTION PIVOTS TO ALLOW FOR BLADE ADJUSTMENT, PLASTIC PIVOTS ARE NOT ACCEPTABLE. CORNERS OF STEEL GRILLES AND REGISTERS SHALL BE WELDED AND GROUND SMOOTH BEFORE PAINTING. ALUMINUM GRILLES AND REGISTERS SHALL HAVE STAKED CORNERS. WHERE SPECIFIED TO SERVE REGISTERS, PROVIDE OPPOSED BLADE VOLUME DAMPERS OPERABLE FROM THE FACE OF THE REGISTER. SCREW HOLES FOR SURFACE FASTENERS SHALL BE COUNTERSUNK FOR A NEAT APPEARANCE. PROVIDE CONCEALED FASTENERS FOR INSTALLATION IN LAY-IN CEILINGS AND AS SPECIFIED ON THE DRAWINGS. ACCEPTABLE MANUFACTURERS: TUTTLE & BAILEY, TITUS, PRICE, NAILOR, CARNES, METALAIRE, KRUEGER. ARCHITECTURAL SQUARE PANEL DIFFUSERS REFERENCE TO A DIFFUSER MEANS AN AIR SUPPLY DEVICE, CEILING MOUNTED, THAT SHALL DIFFUSE AIR UNIFORMLY THROUGHOUT THE CONDITIONED SPACE. THE TYPE OF UNIT, MARGIN, MATERIAL, FINISH, ETC., SHALL BE AS SHOWN ON THE DRAWING SCHEDULE. FLAT_OVAL INLETS ARE NOT ACCEPTABLE FOR CONNECTION TO FLEXIBLE DUCTS. ALL MARGINS SHALL BE COMPATIBLE WITH CEILING TYPES SPECIFIED (INCLUDING 'THIN-LINE' T-BAR LAY-IN GRID SYSTEM). ANY DISCREPANCIES IN CONTRACT DOCUMENTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER, IN WRITING, PRIOR TO BID DATE. SUBMISSION OF BID INDICATES CEILING AND AIR INLET AND OUTLET TYPES HAVE BEEN COORDINATED. THE CAPACITY AND SIZE OF THE UNIT SHALL BE AS SHOWN ON THE DRAWINGS. ALL UNITS SHALL HANDLE THE INDICATED CFM AS SHOWN ON THE DRAWINGS WHILE NOT EXCEEDING AN NC LEVEL OF 25, REFERENCED TO 10-12 WATTS WITH A 10 DB ROOM EFFECT. DIFFUSERS SHALL BE ARCHITECTURAL SOLID SQUARE PANEL AND FLUSH WITH CEILING. THE EXPOSED SURFACE SHALL BE SMOOTH, FLAT AND FREE OF VISIBLE FASTENERS. THE FACE PANEL SHALL BE 22 GAUGE STEEL WITH A ROLLED EDGE OR SHALL BE 18 GAUGE WITH A SMOOTH GROUND, UNIFORM EDGE. THE BACK PAN SHALL BE ONE PIECE 22 GAUGE STAMPED AND SHALL INCLUDE AN INTEGRAL INLET. (WELDED INLETS AND CORNER JOINTS ARE NOT ACCEPTABLE). DIFFUSERS WITH A 24X24 BACK PAN SHALL HAVE A MINIMUM 18X18 FACE PANEL SIZE. DIFFUSERS WITH A 12X12 BACK PAN SHALL HAVE A MINIMUM 9X9 FACE PANEL SIZE. THE FACE PANEL SHALL BE MECHANICALLY FASTENED TO THE BACK PANEL WITH STEEL COMPONENTS. (PLASTIC FASTENERS ARE NOT ACCEPTABLE.) ACCEPTABLE MANUFACTURERS: TUTTLE & BAILEY, TITUS, PRICE, NAILOR, CARNES, METALAIRE, KRUEGER. INSTALLATION INSTALL ITEMS IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. VOLUME DAMPER: PROVIDE MANUAL VOLUME DAMPERS ON DUCT TAKE_OFF TO DIFFUSERS WHEN THERE ARE MULTIPLE CONNECTIONS TO A COMMON DUCT. LOCATE VOLUME DAMPERS AS FAR AS POSSIBLE FROM THE AIR INLET OR OUTLET. PLUMBING ABBREVIATION KEY BATHTUBBT CO CLEANOUT FLOOR CLEANOUTFCO FLOOR DRAINFD FLOOR SINKFS HOSE BIBBHB LAVATORYLAV ROOF DRAINRD SHOWERSH SINKSK WATER CLOSETWC WALL CLEANOUTWCO YARD CLEANOUTYCO VENT THROUGH ROOFVTR ABBR:DESCRIPTION: EXISTINGE DOWNDN PLUMBING SYMBOL LIST SYMBOL:DESCRIPTION: PIPE SERVING FIXTURE ON FLOOR ABOVE (EXAMPLE: FD = FLOOR DRAIN)FD PITCH PIPE IN DIRECTION PIPE CAP PIPE DOWN PIPE UP OR UP/DOWN DIRECTION OF FLOW IN PIPE SHUTOFF VALVE NORMALLY OPEN SHUTOFF VALVE NORMALLY CLOSED COLD WATER -POTABLECW HOT WATER -POTABLEHW HOT WATER CIRCULATING -POTABLEHWC SANITARY DRAINAGESAN VENTV G NATURAL GAS NOT ALL SYMBOLS MAY APPLY. PIPE CONTINUATION 1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT. 2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR A COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN. 3. CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL APPLICABLE STATE, LOCAL AND GOVERNING AUTHORITIES. 4. ALL FIXTURES SHALL CONFORM TO FEDERAL ACT S.3874 5. INVERT ELEVATIONS ARE FROM EXISTING DRAWINGS AND MAY NOT BE ACCURATE. VERIFY ALL ELEVATIONS BEFORE BEGINNING WORK. 6. VERIFY UNDERGROUND PIPE SIZES, INVERT ELEVATIONS, AND LOCATIONS PRIOR TO BEGINNING ANY WORK. 7. REFER TO THE PLUMBING ROUGH-IN SCHEDULE FOR THE SIZES OF BRANCH PIPES TO PLUMBING FIXTURES. 8. EXISTING CONDITIONS ON DEMOLITION PLANS ARE PROVIDED TO INDICATE THE GENERAL SCOPE OF ITEMS TO BE REMOVED. REFER TO SPECIFICATION SECTION 22 05 05 FOR ADDITIONAL DEMOLITION INFORMATION. 9. P.C. SHALL CUT AND PATCH EXISTING AS REQUIRED FOR NEW OR DEMOLITION WORK UNLESS NOTED OTHERWISE. REFER TO SPECIFICATION SECTION 22 05 05 FOR ADDITIONAL INFORMATION. PLUMBING GENERAL NOTES: PLAN OR DETAIL NUMBER PLAN OR DETAIL NAME PLAN OR DETAIL SCALE DETAIL REFERRED TO BY SECTION CUT SHEET DETAIL IS LOCATED ON NAME 1 VIEW NAME 1/8" = 1'-0" 1 M101 1 4 3 2 SIMSIM INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS LEVEL NAME 10'-0"HEIGHT ABOVE PROJECT 0'-0" 1 INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL NO R HT INDICATES DIRECTION OF TRUE NORTH VIEW KEY LINE TYPE AND TAG KEY: NEW WORK BY THIS CONTRACTOR (WIDE LINE) NEW EXISTING TO BE REMOVED (SHORT DASHED PATTERN) NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE) EXISTING EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN) EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE. 'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL T101 TEMPERATURE CONTROLS CONTRACTORT.C.C. CIVIL CONTRACTORC.C. FIRE PROTECTION CONTRACTORF.P.C. HEATING CONTRACTORH.C. PLUMBING CONTRACTORP.C. GENERAL CONTRACTORG.C. MECHANICAL CONTRACTORM.C. VENTILATION CONTRACTORV.C. ELECTRICAL CONTRACTORE.C. CONTRACTOR ABBREVIATION KEY ABBR:DESCRIPTION: CONSTRUCTION MANAGERC.M. FOOD SERVICE CONTRACTORF.S.C. PLUMBING SLOPE REQUIREMENTS: INTERIOR: SANITARY WASTE:≤2-1/2”ø=1/4”PER FOOT ≥3”ø = 1/8”PER FOOT SANITARY VENT:NO SPECIFIC PITCH, PITCH TO FIXTURES DOMESTIC WATER:NO SPECIFIC PITCH, PITCH TO FIXTURES BASED ON PLUMBING CODE: UPC-2018 BUILDING CODE:IBC 2018 (WITH WA STATE AMENDMENTS) FIRE CODE:IFC 2018 (WITH WA STATE AMENDMENTS) PLUMBING CODE:UPC 2018 (WITH WA STATE AMENDMENTS) MECHANICAL CODE:IMC 2018 (WITH WA STATE AMENDMENTS) ELECTRICAL CODE:NFPA 70 (NEC) 2020 EDITION (WITH WA STATE AMENDMENTS) LIFE SAFETY CODE:NFPA 101 2020 EDITION (WITH WA STATE AMENDMENTS) ENERGY CONSERVATION CODE:IECC 2021 (WITH WA STATE AMENDMENTS) HEALTH DEPARTMENT CODE:CURRENT EDITION LOCAL BUILDING CODE:CURRENT EDITION APPLICABLE CODES CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: MECHANICAL RENOVATION NOTES: THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL. 1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING. 2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK. 3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS. 4. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF THEIR WORK AND SHALL NOTIFY THE GENERAL CONTRACTOR PRIOR TO BIDDING IF OTHER UTILITIES ARE REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO THEIR AREA OF WORK. 5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS. CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING. 7. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK. 8. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT REMAIN ACTIVE. 9. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW SYSTEMS ARE INSTALLED. 10. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE. 11. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT THAT HAS BEEN REMOVED. 12. PROPERLY RECLAIM AND DISPOSE OF ALL REFRIGERANT IN REMOVED EQUIPMENT/ REFRIGERANT PIPING. RECLAIMED REFRIGERANT SHALL HAVE DOCUMENTATION AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ). MECHANICAL GENERAL NOTES: THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL. 1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC., AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT. 2. CATALOG AND MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE DESCRIPTION OF MATERIAL SCHEDULED ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL AND SCHEDULED PERFORMANCE TAKES PRECEDENCE OVER THE MODEL NUMBER. THE FIRST MANUFACTURER SCHEDULED IS THE BASIS OF DESIGN. 3. DETERMINATION OF QUANTITIES OF MATERIAL AND EQUIPMENT REQUIRED SHALL BE MADE BY THE CONTRACTOR FROM THE DOCUMENTS. WHERE MATERIAL AND/OR QUANTITY DISCREPANCIES ARISE BETWEEN DRAWINGS, SCHEDULES AND/OR SPECIFICATIONS, THE HIGHER QUALITY/ GREATER NUMBER SHALL GOVERN. 4. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES. 5. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS. 6. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS. 7. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS. 8. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN. 9. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS. 10. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH. 11. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING. 12. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE. 13. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS. 14. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT. 15. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC. 16. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES. 17. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6”IN FRONT OF ALL ELECTRICAL EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS. 18. MAINTAIN THE DEDICATED ELECTRICAL EQUIPMENT SPACE DEFINED BY THE WIDTH / DEPTH OF ELECTRICAL EQUIPMENT MEASURED FROM THE FLOOR TO A HEIGHT 6’-0”ABOVE THE EQUIPMENT OR THE STRUCTURAL CEILING, WHICHEVER IS LOWER. SYSTEMS FOREIGN TO THE ELECTRICAL DISTRIBUTION SYSTEM ARE NOT ALLOWED IN THE DEDICATED ELECTRICAL SPACE INCLUDING: DUCTWORK, PIPING, ETC. 19. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL EXTEND MINIMUM 6”BEYOND ALL SIDES OF EQUIPMENT. 20. DO NOT EXCEED 25 LBS PER HANGER AND A MINIMUM SPACING OF 2'-0" ON CENTER WHEN ATTACHING TO METAL ROOF DECKING (LIMITATION NOT REQUIRED WITH CONCRETE ON METAL DECK). THIS 25 LBS. LOAD AND 2'-0" SPACING INCLUDE ADJACENT ELECTRICAL AND ARCHITECTURAL ITEMS HANGING FROM DECK. IF THE HANGER RESTRICTIONS CANNOT BE ACHIEVED, SUPPLEMENTAL FRAMING OFF STEEL FRAMING SHALL BE ADDED. ANCHORS EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN ACCORDANCE WITH SPECIFICATIONS. N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING P000 PLUMBING COVERSHEET MRMSVV NOTES: (APPLIES TO ALL PLUMBING FIXTURES LISTED BELOW) 1) SIZES SHOWN ARE MINIMUMS. LARGER SIZES SHOWN ON THE DRAWING SHALL DICTATE THE ROUGH-IN SIZE. 2) SANITARY RISERS UP IN WALL TO FIXTURES SHALL BE A MINUMUM OF 2". 3) DOMESTIC WATER BRANCH PIPING OUTSIDE OF THE WALL/CHASE SHALL BE A MINIMUM OF 3/4" UNLESS NOTED OTHERWISE. ONLY THE FINAL RISE-DROP SHALL BE SMALLER. 4) FINAL SANITARY SIZE SHALL MATCH P-TRAP SIZE (REFER TO MATERIAL LIST). PLUMBING ROUGH-IN SCHEDULE TAG NAME DESCRIPTION COLD WATER HOT WATER SANITARY VENT BFP-1 SINK (ACCESSIBLE) 1/2" 1/2" 1 1/2" 1 1/2" FD-1 FLOOR DRAIN - - 2" 1 1/2" L-1 LAVATORY (ACCESSIBLE) 1/2" 1/2" 1 1/2" 1 1/2" SK-1 SINK (ACCESSIBLE) 1/2" 1/2" 1 1/2" 1 1/2" SK-2 SINK (ACCESSIBLE) 1/2" 1/2" 1 1/2" 1 1/2" SK-3 SINK (ACCESSIBLE) 1/2" 1/2" 1 1/2" 1 1/2" WC-1 WATER CLOSET (ACCESSIBLE) 1 1/2" - 4" 2" 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 100% CDs 10/20/2023 GARAGE OFFICE STAIR EMPLOYEE LOUNGE JANITOR MECH MEDS ED OFFICE BOM OFFICE TLT. FILE KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR CORRIDOR CORRIDOR MC ACTIVITY MECH / ELEC JAN.OFFICE TOILET LOBBYRECEPTION ELEVATOR EMR STOR. AL DINING SERVER STATION PRIVATE DINING MC DINING COUNTRY KITCHEN TOILET VESTIBULE ELEVATOR WAITING OFFICE OFFICE OFFICE CORRIDOR CORRIDOR CORRIDOR UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 149 158 XXX XXX 126 122 124 125 123 128 137 141 145 XXX 139 138 118121 XXX XXX 120 134 133 132 135 136 159 117 119 118 148 146 4"SAN 4"SAN4"SAN 2" S A N 6" S A N 6" S A N FS WC LAV WC LAV SK SK WC LAV SK SKSK 2" SAN UP 4"SAN UP. REMOVE EXISTING RISER. 2"SAN UP. REMOVE EXISTING RISER. N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING P101 UNDERFLOOR DEMOLITION PLAN - PLUMBING MRMSVV NO R HT 1/8" = 1'-0" UNDERFLOOR DEMOLITION PLAN - PLUMBING1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 SHEET NOTES: 1. AREA OF WORK IS SLAB ON GRADE. SAWCUT EXISTING SLAB AS REQUIRED TO PERFORM UNDERFLOOR SANITARY WORK. PATCH SLAB TO MATCH EXISTING. 2. BEFORE WORK BEGINS, CAMERA EXISTING UNDERFLOOR LAYOUT TO CONFIRM EXISTING ROUTING AND SIZES. REPORT FINDINGS AND ANY DISCREPANCIES TO ARCHITECT/ENGINEER. 100% CDs 10/20/2023 GARAGE OFFICE STAIR EMPLOYEE LOUNGE JANITOR MECH MEDS ED OFFICE BOM OFFICE TLT. FILE KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR CORRIDOR CORRIDOR MC ACTIVITY MECH / ELEC JAN.OFFICE TOILET LOBBYRECEPTION ELEVATOR EMR STOR. AL DINING SERVER STATION PRIVATE DINING MC DINING COUNTRY KITCHEN TOILET VESTIBULE ELEVATOR WAITING OFFICE OFFICE OFFICE CORRIDOR CORRIDOR CORRIDOR UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 149 158 XXX XXX 126 122 124 125 123 128 137 141 145 XXX 139 138 118121 XXX XXX 120 134 133 132 135 136 159 117 119 118 148 146 3/ 4 " H W 3/ 4 " H W C HB-E 2"HW 2"CW 3/4"HWC 3/4"HWC3/4"HW 2"G2"HW 3/4"HWC2"CW LAV WC DISCONNECT CW, HW, SAN, AND V PIPING AND REMOVE EXISTING LAVATORY AND WATER CLOSET. WC-E SK L-E2" G 3/ 4 " C W L-E SK SK-E DISCONNECT CW, HW, SAN, AND V PIPING AND REMOVE EXISTING SINK. SK WC-E REMOVE EXISTING NATURAL GAS PIPING AND CAP. REMOVE EXISTING SINK WITHIN ROOM. REMOVE HW AND CW PIPING BACK TO MAIN AND CAP TO AVOID DEAD LEGS. SANITARY AND VENT ROUGH-IN TO STAY IN PLACE. CW,HW UP TO FLOOR ABOVE. WC SH 4"SAN DN. REMOVE EXISTING RISER. 2"SAN DN. REMOVE EXISTING RISER. SK N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING P111 LEVEL 01 DEMOLITION PLAN - PLUMBING MRMSVV NO R HT 1/8" = 1'-0" LEVEL 01 DEMOLITION PLAN - PLUMBING1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 100% CDs 10/20/2023 UNIT CORRIDOR ACTIVITY CLOSET ELEVATOR LINEN TLT. LAUNDRY MECH / ELEC JANITOR STAIR CORRIDOR CORRIDOR CORRIDOR CORRIDOR UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT 232 233 236 238 S4 229 241 237 239 DISCONNECT CW, HW, SAN, AND V PIPING AND REMOVE EXISTING BATHTUB. BT-E L-E WC-E N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING P112 LEVEL 02 DEMOLITION PLAN - PLUMBING MRMSVV NO R HT 1/8" = 1'-0" LEVEL 02 DEMOLITION PLAN - PLUMBING1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 100% CDs 10/20/2023 COUNTRY KITCHEN GARAGE OFFICE STAIR EMPLOYEE LOUNGE JANITOR MECH TLT. KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR CORRIDOR CORRIDOR MC ACTIVITY MECH / ELEC JAN.OFFICE TOILET LOBBYRECEPTION ELEVATOR EMR STOR. AL DINING SERVER STATION PRIVATE DINING MC DINING TOILET VESTIBULE ELEVATOR WAITING OFFICE OFFICE OFFICE CORRIDOR CORRIDOR CORRIDOR UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT MEDS ED OFFICE BOM OFFICE COPY CALMING SPACE COUNTRY KITCHEN SALES MC LIVING 136 149 158 XXX XXX 125 128 137 141 145 XXX 139 138 118121 XXX XXX 120 134 133 132 135 159 117 119 118 148 146 126 124 122 123 138 136 127 137 4"SAN 4"SAN FS WC LAV WC SK LAV 4"SAN LAV WC SK SK SK 6" S A N CAP CAP 2" SAN UP FD 2" V UP 2"SAN UP 4"SAN UP 4"SAN 2"SAN UP TO STANDPIPE FOR BEVERAGE MACHINE DRAIN. N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING P201 UNDERFLOOR PLAN - PLUMBING MRMSVV NO R HT 1/8" = 1'-0" UNDERFLOOR PLAN - PLUMBING1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 SHEET NOTES: 1. AREA OF WORK IS SLAB ON GRADE. SAWCUT EXISTING SLAB AS REQUIRED TO PERFORM UNDERFLOOR SANITARY WORK. PATCH SLAB TO MATCH EXISTING. 100% CDs 10/20/2023 COUNTRY KITCHEN GARAGE OFFICE STAIR EMPLOYEE LOUNGE JANITOR MECH TLT. KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR CORRIDOR CORRIDOR MC ACTIVITY MECH / ELEC JAN.OFFICE TOILET LOBBYRECEPTION ELEVATOR EMR STOR. AL DINING SERVER STATION PRIVATE DINING MC DINING TOILET VESTIBULE ELEVATOR WAITING OFFICE OFFICE OFFICE CORRIDOR CORRIDOR CORRIDOR UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT MEDS ED OFFICE BOM OFFICE COPY CALMING SPACE COUNTRY KITCHEN SALES MC LIVING 136 149 158 XXX XXX 125 128 137 141 145 XXX 139 138 118121 XXX XXX 120 134 133 132 135 159 117 119 118 148 146 126 124 122 123 138 136 127 137 HB-E 3/4"HWC 3/4"HW 2"G 2"CW 3/4"HWC 2"G2"HW 3/ 4 " H W C 2" G 2" H W 3/ 4 " H W C 2" C W 2"CW 2"HW 3/4"HWC SK-2 L-1 WC-1 FD-1 WC-E L-E SK-E CONNECT NEW 2" SAN TO EXISTING PIPING WITHIN WALL. CUT AND PATCH WALL TO PERFORM WORK. CO RECONNECT EXISTING CW, HW, SAN AND V PIPING FOR NEW FIXTURE. RECONNECT EXISTING CW, HW, SAN AND V PIPING FOR NEW FIXTURE. L-E WC-E SK-1 SK-1 CAP CAP 3/4"CW ROUTE 3/4" CW PIPE TO NEW FIREPLACE. MAKE FINAL CONNECTIONS PER MFP REQUIREMENTS. ROUTE 3/4" CW PIPE TO NEW FIREPLACE. MAKE FINAL CONNECTIONS PER MFP REQUIREMENTS. CAP CAP 2" SAN DN 1 1/4"V 3/4" CW AND 3/4" HW, 2" SAN UP TO SINK ON SECOND FLOOR. 2" V UP CONNECT NEW 1 1/4" V PIPE TO EXISTING V PIPE. 3/4"HWC 0.5 CAPS REFER TO 1/P600 FOR NON RATED WALL PENETRATION DETAIL (TYP.) REFER TO 3/P600 FOR PIPE SUPPORT DETAIL (TYP.) CONNECT CW TO ICE AND WATER DISPENSER. PROVIDE BFP-1 PRIOR TO CONNECTION TO EACH PIECE OF EQUIPMENT. CONNECT DRAIN PIPE FROM ICE MACHINE TO SINK P-TRAP, CONNECT WITH AIR GAP FITTING. 4"SAN DN 2"SAN DN 3/4"HWC CONNECT CW TO BEVERAGE MACHINES. PROVIDE BFP-1 PRIOR TO CONNECTION TO EACH PIECE OF EQUIPMENT. CONNECT DRAIN PIPE FROM EQUIPMENT TO 2" STANDPIPE BELOW CASEWORK. CONNECT WITH AIR GAP FITTING. 2" STANDPIPE BELOW COUNTER. 2"V 1 1/4"V N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING P211 LEVEL 01 PLAN - PLUMBING MRMSVV NO R HT 1/8" = 1'-0" LEVEL 01 PLAN - PLUMBING1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 100% CDs 10/20/2023 UNIT CORRIDOR ACTIVITY ELEVATOR LINEN TLT. MECH / ELEC JANITOR STAIR CORRIDOR CORRIDOR CORRIDOR CORRIDOR UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT SALON 228 232 236 S4 229 241 237 239 238 STORAGE 232A SK-2 3/4"CW, 3/4"HW, 2"SAN DN RECONNECT EXISTING CW, HW, V, AND SAN PIPING TO NEW BATHTUB. NEW BATHTUB PROVIDED BY OTHERS AND INSTALLED BY P.C. CONENCT NEW 1 1/4" V PIPE TO EXISTING 3" VTR. SK-3 CONNECT NEW SINK TO EXISTING CW, HW, V, AND SAN PIPING WITHIN WALL. N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING P212 LEVEL 02 PLAN - PLUMBING MRMSVV NO R HT 1/8" = 1'-0" LEVEL 02 PLAN - PLUMBING1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 100% CDs 10/20/2023 INSTALL AN ESCUTCHEON AROUND PIPES EXPOSED IN FINISHED ROOMS. IN SUCH INSTANCES WHERE AN ESCUTCHEON IS REQUIRED AND THE PIPING IS INSULATED, INSTALL A PLASTIC JACKET EXTENDING 6" BEYOND THE WALL TO PROTECT INSULATION FROM DAMAGE FROM THE ESCUTCHEON. MAKE A SMOOTH ROUND OPENING IN WALL SLIGHTLY LARGER THAN OUTSIDE DIAMETER OF THE PIPE AND INSULATION. ADD A BEAD OF NON-HARDENING CAULK IN THE ANNULAR SPACE. NOTES: 1. THIS DETAIL APPLIES TO ALL PIPES. THE INTENTION IS TO CONTINUE THE INSULATION AND VAPOR BARRIER THROUGH ALL PENETRATIONS. PERMIT THERMAL EXPANSION WITHOUT DAMAGING INSULATION, AND TO SEAL AIRTIGHT AROUND INSULATED AND UNINSULATED PIPES FOR NOISE TRANSMISSION CONTROL. 2. SEE SPECIFICATION SECTION 22 05 29 -PLUMBING FOR ADDITIONAL INFORMATION. 3. FLOOR OPENINGS ARE SIMILAR, SEE SPECIFICATION SECTION 22 05 29 -PLUMBING FOR DIFFERENCES BETWEEN FLOOR AND WALL PENETRATIONS. FIRE SEALANT FIRE SEALANT NOTE 2 NOTE 3 PENETRATING ITEM NOTE 4 NOTE 3 NOTE 4 PENETRATING ITEM NOTE 2 NOTE 3 RATED WALL (CONSTRUCTION VARIES) RATED FLOOR (CONSTRUCTION VARIES) NOTES: 1. THIS GENERAL DETAIL APPLIES TO ALL ITEMS PENETRATING FIRE RATED WALLS OR FLOORS. THE INTENT IS TO MAINTAIN THE FIRE RATING AND TO ALLOW LONGITUDINAL MOVEMENT. REFER TO SPECIFICATION SECTION 22 05 03 -PLUMBING FOR SELECTION OF THROUGH PENETRATION FIRE STOPPING. 2. SCHEDULE 5 PIPE SLEEVE EMBEDDED IN WALL OR FLOOR, OR SMOOTH CORE DRILL. EACH CONTRACTOR FURNISHES SLEEVE TO G.C., COORDINATES SLEEVE LOCATIONS AND DEBURS SLEEVE. G.C. BUILDS SLEEVE INTO WALL OR FLOOR ALLOWING NO GAP AROUND SLEEVE. IF SLEEVE IS NOT PROVIDED WHEN W ALL OR FLOOR IS BUILT, CONTRACTOR SHALL INSTALL SLEEVE. SLEEVE SIZE SHALL ALLOW ANNULAR SPACE REQUIRED BY THE SELECTED FIRE STOP SYSTEM. 3. INSTALL BACKING MATERIAL, SUCH AS MINERAL WOOL SAFING, AS REQUIRED FOR FIRE STOP SYSTEM. INSTALL IN ACCORDANCE WITH FIRE STOP SYSTEM APPLICATION LISTING. SECURE TO WALL OR FLOOR TO ALLOW LONGITUDINAL MOVEMENT OF PENETRATING ITEM WITHOUT MOVEMENT OF FIRE BARRIER. 4. WATERTIGHT WELDED 1"x1" 20 GAUGE MINIMUM GALVANIZED SHEET METAL ANGLE FRAME, BY CONTRACTOR IN EQUIPMENT ROOMS FOR WATER STOP. PLACE A BEAD OF WATERPROOF SEALANT BETWEEN FLOOR AND BOTTOM OF ANGLE FRAME. SECURE TO FLOOR WITH MASONRY ANCHORS IN CORNERS AND ON 12" MAXIMUM CENTERS. MULTIPLE PENETRATING ITEMS MAY BE ENCLOSED IN ONE FRAME. OVERSIZE HANGER TO ALLOW LONGITUDINAL PIPE EXPANSION AND PIPE INSULATION TO PASS THROUGH UNBROKEN (TYP) INSULATION SHIELD [AND ROLLED SUPPORT PLATE AS REQUIRED PER SPECS] THREADED ROD INSULATION CLEVIS HANGER HIGH DENSITY INSULATION INSERT FOR 1 1/2" PIPES AND LARGER AS REQUIRED IN SPECIFICATIONS NOTES: 1. REFER TO SPECIFICATION SECTION 22 05 29-PLUMBING & SECTION 22 07 19- PLUMBING. INSULATION SHIELD (TYP)INSULATED COLD PIPE HANGER UNI-STRUT OR EQUIVALENT THREADED ROD (TYP) TRAPEZE HANGER TOP OF SUPPORT APPLICATION BOTTOM OF SUPPORT APPLICATION UNI-STRUT OR EQUIVALENT HIGH DENSITY INSULATION INSERT FOR 1 1/2" PIPES AND LARGER AS REQUIRED IN SPECIFICATIONS THREADED ROD (TYP) PIPE INSULATION (TYP) INSTALL CLAMP ON ALL PIPES LESS THAN 4"Ø N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING P600 PLUMBING SCHEDULES MRMSVV 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 NO SCALE PIPE - HANGERS AND SUPPORTS3 NO SCALE WALL PENETRATION - NON-FIRE RATED1 NO SCALE FLOOR/WALL PENETRATION - RATED FIRE BARRIER2 PLUMBING MATERIAL LIST TAG NAME DESCRIPTION MANUFACTURER AND MODEL BFP-1 BACK FLOW PREVENTER - DUAL CHECK, LEAD FREE STAINLESS STEEL BODY, HEAVY DUTY FDA APPROVED RUBBER DIAPHRAGMS, 3/8" SIZE, RATED FOR 150 PSI AT 33°F TO 110°F, APPROVED BY ASSE 1032. PROVIDE POLYETHELYENE TUBING DOWNSTREAM FOR FINAL CONNECTION TO EQUIPMENT. WATTS (SD-2) FD-1 FLOOR DRAIN - CAST IRON BODY, NICKEL BRONZE ADJUSTABLE TOP, 6" ROUND, 2" BOTTOM OUTLET, FLASHING COLLAR, SURFACE MEMBRANE CLAMP. TRAP SEAL - 2", PLASTIC HOUSING WITH FLEXIBLE DIAPHRAGM, SEALING GASKETS, RECLOSES AND SEALS WHEN DISCHARGE IS COMPLETED, ASSE 1072. FLOOR DRAIN - ZURN (Z-415), SMITH (2005), WADE (1100), JOSAM (30000), WATTS (FD-100), MIFAB (F1100), SUN (FD1000) TRAP SEAL - SURE SEAL (SS), PROVENT (TRAP GUARD), SMITH (QUAD CLOSE), GREEN DRAIN, MIFAB (MI-GARD), ZURN (Z1072) L-1 LAVATORY - ACCESSIBLE WALL MOUNTED, WHITE VITREOUS CHINA, 20"x18", 4" HIGH CONTOURED BACKSPLASH, WHITE CHINA SHROUD, SINGLE FAUCET HOLE, DRILLED FOR CONCEALED ARM CARRIER. LAVATORY TRIM - SENSOR ACTIVATED MIXING FAUCET, BATTERY POWERD, BRASS CONSTRUCTION, BRUSHED NICKEL FINISH, CONVENTIONAL SPOUT WITH AERATOR, SINGLE HOLE, PERFORATED GRID STRAINER WITH 1-1/4" 17 GAUGE TAILPIECE, SOLID BRASS SOLENOID WITH BUILT-IN FILTER, WATERPROOF CONNECTORS AND CABLE. MOUNT CONTROLS AND BATTERIES IN WATERPROOF VANDAL-RESISTANT ENCLOSURE BELOW LAVATORY. MAXIMUM FLOW TO BE 0.5 GPM IN COMPLIANCE WITH ENERGY POLICY ACT OF 2005 AND ASME/ANSI STANDARD A112.18.1M. FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874. PROVIDE RESTRICTIVE DEVICE AS REQUIRED. MIXING VALVE - POINT-OF-USE ANTI-SCALD THERMOSTATIC MIXING VALVE FOR TEMPERED WATER CONTROL, ALL BRONZE/BRASS CONSTRUCTION, ROUGH FINISH, THREADED INLETS, TAMPER RESISTANT SETPOINT, 3/8" COMPRESSION INLETS AND OUTLETS, COLD WATER BYPASS IF USED WITH MIXING FAUCET. 0.5 GPM OUTPUT. UNIT TO MIX 140 DEGREE F HOT WATER SUPPLY AND 40 DEGREE F COLD WATER SUPPLY FOR 110 DEGREE F OUTLET. UNIT SHALL BE ASSE 1070 LISTED AND APPROVED. VALVE SHALL COMPLY WITH FEDERAL ACT S.3874. ACCESSORIES - QUARTER-TURN 3/8" CHROME PLATED HEAVY BRASS ANGLE SUPPLY STOPS, CHROME PLATED SOFT COPPER SUPPLY LINES, DRAIN AND OFFSET TAILPIECE, 1-1/4" 17 GAUGE CAST BRASS P-TRAP, SUPPORT CARRIER. MOUNT LAVATORY WITH SUPPORT CARRIER BOLTED SECURELY TO FLOOR. TOP OF RIM SHALL BE AT 34" ABOVE FLOOR IN COMPLIANCE WITH LATEST ADA STANDARD. PROVIDE 29" MINIMUM CLEARANCE FROM FLOOR TO BOTTOM OF APRON IN COMPLIANCE WITH LATEST ANSI A117.1 AND ADA STANDARDS. LAVATORY - AMERICAN STANDARD (MURRO), KOHLER, SLOAN, TOTO, ZURN LAVATORY TRIM - AMERICAN STANDARD (775B.205/PK00.HAC), DELTA (590T0), CHICAGO FAUCET (116.706.AB.1), HYDROTEK (H-2603C-LR), MOEN (8302), SLOAN (ETF-610), SPEAKMAN (S-8800), ZURN (Z6913-XL), AMTC (AEF-301) MIXING VALVE - WATTS (LFUSG-B), LEONARD (170D-LF), LAWLER (TMM-1070T), ACORN CONTROLS (ST70), APOLLO (34DLF), POWERS (LFE480), SLOAN (MIX-135-A), SYMMONS (8210CK), WILKINS (ZW3870XLT) SK-1 SINK - ACCESSIBLE, UNDERMOUNT, SINGLE COMPARTMENT, 18 GAUGE TYPE 304 STAINLESS STEEL, 14-1/2" (SIDE-TO-SIDE) x 14-1/2" (FRONT-TO-BACK) OVERALL SIZE, 12" x 12" x 5-3/8" DEEP BOWL, COMPLETELY UNDERCOATED, 3-1/2" DIAMETER DRAIN OUTLET LOCATION OFF-CENTERED REAR IN BOWL, PERFORATED TYPE 304 STAINLESS STEEL GRID STRAINER. SINK TRIM - SENSOR ACTIVATED MIXING FAUCET, BATTERY POWERD, BRASS CONSTRUCTION, BRUSHED NICKEL FINISH, CONVENTIONAL SPOUT WITH AERATOR, SINGLE HOLE, PERFORATED GRID STRAINER WITH 1-1/4" 17 GAUGE TAILPIECE, SOLID BRASS SOLENOID WITH BUILT-IN FILTER, WATERPROOF CONNECTORS AND CABLE. MOUNT CONTROLS AND BATTERIES IN WATERPROOF VANDAL-RESISTANT ENCLOSURE BELOW LAVATORY. MAXIMUM FLOW TO BE 1.5 GPM IN COMPLIANCE WITH ENERGY POLICY ACT OF 2005 AND ASME/ANSI STANDARD A112.18.1M. FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874. PROVIDE RESTRICTIVE DEVICE AS REQUIRED. MIXING VALVE - POINT-OF-USE ANTI-SCALD THERMOSTATIC MIXING VALVE ARRANGEMENT FOR TEMPERED WATER CONTROL, ALL BRONZE/BRASS CONSTRUCTION, ROUGH FINISH, UNION/THREADED INLETS WITH STRAINERS, COMBINATION CHECK STOPS OR SEPARATE SUPPLY CHECK VALVES AND SHUT OFF VALVES. RATED FOR 1.5 GPM OUTPUT MAXIMUM AT 10 PSI DIFFERENTIAL AND 0.5 GPM OUTPUT MINIMUM. UNIT TO MIX 140 DEGREE F HOT WATER SUPPLY AND 40 DEGREE F COLD WATER SUPPLY FOR 110 DEGREE F OUTLET. UNIT SHALL BE ASSE 1070 LISTED AND APPROVED. VALVE SHALL COMPLY WITH FEDERAL ACT S.3874. ACCESSORIES - OFFSET 1-1/2" 17 GAUGE CHROME-PLATED BRASS TAILPIECE AND P-TRAP, QUARTER-TURN BALL VALVE TYPE 3/8" CHROME-PLATED BRASS ANGLE SUPPLIES WITH STOPS, CHROME-PLATED SOFT COPPER SUPPLY LINES. SINK - ELKAY (ELUHAD/LKAD18), JUST (US-ADA/J-ADA-35-FS[J-ADA-35]), FRANKE (UCS) SINK TRIM - AMERICAN STANDARD (775B.205/PK00.HAC), DELTA (590T0), CHICAGO FAUCET (116.706.AB.1), HYDROTEK (H-2603C-LR), MOEN (8302), SLOAN (ETF-610), SPEAKMAN (S-8800), ZURN (Z6913-XL), AMTC (AEF-301) MIXING VALVE - LEONARD (170-LF/270-LF/370-LF), ACORN CONTROLS (ST7069), APOLLO (34BLF), BRADLEY (S59 SERIES), LAWLER (310/570), POWERS (SERIES LFLM495), SYMMONS (8210CK MAXLINE SERIES), WATTS (LFMMV), WILKINS (ZW1070XL) SK-2 SINK - ACCESSIBLE, UNDERMOUNT, SINGLE COMPARTMENT, 18 GAUGE TYPE 304 STAINLESS STEEL, 14-1/2" (SIDE-TO-SIDE) x 14-1/2" (FRONT-TO-BACK) OVERALL SIZE, 12" x 12" x 5-3/8" DEEP BOWL, COMPLETELY UNDERCOATED, 3-1/2" DIAMETER DRAIN OUTLET LOCATION OFF-CENTERED REAR IN BOWL, REMOVABLE TYPE 304 STAINLESS STEEL BASKET STRAINERS AND NEOPRENE STOPPERS. SINK TRIM - SINGLE HANDLE MIXING FAUCET, BRASS CONSTRUCTION, SATIN NICKEL FINISH, NOMINAL 10" HIGH-RISE SWING SPOUT, CERAMIC CARTRIDGE, NOMINAL 8" REACH, PULL DOWN SPRAY HOSE WITH AERATOR STREAM / SPRAY SELECTOR, LEVER HANDLE. MAXIMUM FLOW TO BE 2.2 GPM IN COMPLIANCE WITH ENERGY POLICY ACT OF 2005 AND ASME/ANSI STANDARD A112.18.1M. FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874. PROVIDE RESTRICTIVE DEVICE AND ESCUTCHEON PLATE AS REQUIRED. MIXING VALVE - POINT-OF-USE ANTI-SCALD THERMOSTATIC MIXING VALVE ARRANGEMENT FOR TEMPERED WATER CONTROL, ALL BRONZE/BRASS CONSTRUCTION, ROUGH FINISH, UNION/THREADED INLETS WITH STRAINERS, COMBINATION CHECK STOPS OR SEPARATE SUPPLY CHECK VALVES AND SHUT OFF VALVES. RATED FOR 2.2 GPM OUTPUT MAXIMUM AT 10 PSI DIFFERENTIAL AND 0.5 GPM OUTPUT MINIMUM. UNIT TO MIX 140 DEGREE F HOT WATER SUPPLY AND 40 DEGREE F COLD WATER SUPPLY FOR 110 DEGREE F OUTLET. UNIT SHALL BE ASSE 1070 LISTED AND APPROVED. VALVE SHALL COMPLY WITH FEDERAL ACT S.3874. ACCESSORIES - OFFSET 1-1/2" 17 GAUGE CHROME-PLATED BRASS TAILPIECE AND P-TRAP, QUARTER-TURN BALL VALVE TYPE 3/8" CHROME-PLATED BRASS ANGLE SUPPLIES WITH STOPS, CHROME-PLATED SOFT COPPER SUPPLY LINES. SINK - ELKAY (ELUHAD/LKAD35), JUST (US-ADA/J-ADA-35-FS[J-ADA-35]), FRANKE (UCS) SINK TRIM - DELTA (TRINSIC) MIXING VALVE - LEONARD (170-LF/270-LF/370-LF), ACORN CONTROLS (ST7069), APOLLO (34BLF), BRADLEY (S59 SERIES), LAWLER (310/570), POWERS (SERIES LFLM495), SYMMONS (8210CK MAXLINE SERIES), WATTS (LFMMV), WILKINS (ZW1070XL) SK-3 SINK – TRADITIONAL SIDE-WASH BOWL, WALL MOUNTED, SINGLE COMPARTMENT, PORCELAIN, 26" (SIDE-TO-SIDE) x 26" (FRONT-TO-BACK), 25” HEIGHT OVERALL SIZE, UPC APPROVED. COLOR TO BE CONFIRMED BY ARCHITECT. SINK TRIM - SINGLE HANDLE MIXING FAUCET, SPRAY HOSE AND VACUUM BREAKER, CERAMIC CARTRIDGE, LEVER HANDLE. MAXIMUM FLOW TO BE 2.2 GPM IN COMPLIANCE WITH ENERGY POLICY ACT OF 2005 AND ASME/ANSI STANDARD A112.18.1M. FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874. PROVIDE RESTRICTIVE DEVICE AND ESCUTCHEON PLATE AS REQUIRED. MIXING VALVE - POINT-OF-USE ANTI-SCALD THERMOSTATIC MIXING VALVE ARRANGEMENT FOR TEMPERED WATER CONTROL, ALL BRONZE/BRASS CONSTRUCTION, ROUGH FINISH, UNION/THREADED INLETS WITH STRAINERS, COMBINATION CHECK STOPS OR SEPARATE SUPPLY CHECK VALVES AND SHUT OFF VALVES. RATED FOR 2.2 GPM OUTPUT MAXIMUM AT 10 PSI DIFFERENTIAL AND 0.5 GPM OUTPUT MINIMUM. UNIT TO MIX 140 DEGREE F HOT WATER SUPPLY AND 40 DEGREE F COLD WATER SUPPLY FOR 110 DEGREE F OUTLET. UNIT SHALL BE ASSE 1070 LISTED AND APPROVED. VALVE SHALL COMPLY WITH FEDERAL ACT S.3874. ACCESSORIES - 1-1/2" 17 GAUGE CHROME-PLATED BRASS TAILPIECE AND P-TRAP DRAIN ASSEMBLY, QUARTER-TURN BALL VALVE TYPE 3/8" CHROME-PLATED BRASS ANGLE SUPPLIES WITH STOPS, CHROME-PLATED SOFT COPPER SUPPLY LINES. PROVIDE WITH HAIR STRAINER AND MOUNTING BRACKET, AND OPTIONAL NECK REST. SINK – COLLINS (CB81) SINK TRIM - COLLINS (570) MIXING VALVE - LEONARD (170-LF/270-LF/370-LF), ACORN CONTROLS (ST7069), APOLLO (34BLF), BRADLEY (S59 SERIES), LAWLER (310/570), POWERS (SERIES LFLM495), SYMMONS (8210CK MAXLINE SERIES), WATTS (LFMMV), WILKINS (ZW1070XL) WC-1 WATER CLOSET - ACCESSIBLE FLOOR MOUNTED, TANK TYPE, SIPHON JET, WHITE VITREOUS CHINA, CLOSE COUPLED, ELONGATED BOWL, BOLT CAPS, 12" ROUGH-IN, CHROME PLATED TRIP LEVER, 1.6 GALLONS PER FLUSH (MAXIMUM) IN COMPLIANCE WITH ENERGY POLICY ACT OF 1992. SEAT - WHITE, EXTRA HEAVY, OPEN FRONT, INJECTION MOLDED SOLID ANTI-MICROBIAL PLASTIC, SELF-SUSTAINING HINGE, STAINLESS STEEL OR PLATED STEEL POSTS AND NUTS. ACCESSORIES - QUARTER-TURN 3/8" CHROME-PLATED HEAVY BRASS ANGLE SUPPLY WITH STOP, CHROME-PLATED SOFT COPPER SUPPLY LINE. TOP OF SEAT SHALL BE AT 17"-19" ABOVE FINISHED FLOOR. FLUSH HANDLE SHALL BE LOCATED ON THE WIDE SIDE OF THE TOILET STALL AND OPERATE WITH NO GREATER THAN A 5 LB FORCE IN COMPLIANCE WITH LATEST ADA STANDARDS. VERIFY EQUIPMENT REQUIREMENTS AND ROUGH-IN LOCATIONS. WATER CLOSET - AMERICAN STANDARD (2467.016), GERBER (21-318), ZURN (Z5560) SEAT - BEMIS (3155SSCT), CHURCH (3155C), BENEKE (533PC), OLSONITE (95), SAME AS WATER CLOSET MANUFACTURER 100% CDs 10/20/2023 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING P700 PLUMBING SPECIFICATIONS MRMSVV 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 21 05 00 BASIC MECHANICAL REQUIREMENTS SCOPE OF WORK THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW MATERIALS AS INDICATED ON THE DRAWINGS, AND/OR IN THESE SPECIFICATIONS, AND ALL ITEMS REQUIRED TO MAKE ASSOCIATED PORTION OF THE MECHANICAL WORK A FINISHED AND WORKING SYSTEM. ALL WORK THAT WILL PRODUCE EXCESSIVE NOISE OR INTERFERENCE WITH NORMAL BUILDING OPERATIONS, AS DETERMINED BY THE OWNER/LANDLORD, SHALL BE SCHEDULED WITH THE OWNER/LANDLORD. IT MAY BE NECESSARY TO SCHEDULE SUCH WORK DURING UNOCCUPIED HOURS. THE OWNER/LANDLORD RESERVES THE RIGHT TO DETERMINE WHEN RESTRICTED CONSTRUCTION HOURS WILL BE REQUIRED. CONTRACTOR SHALL COORDINATE WITH THE LANDLORD DURING THE BIDDING PROCESS. ALL CONTRACTORS SHALL ESTABLISH UTILITY ELEVATIONS PRIOR TO FABRICATION AND SHALL COORDINATE THEIR MATERIAL AND EQUIPMENT WITH OTHER TRADES. THE MECHANICAL CONTRACTOR (FIRE PROTECTION/PLUMBING/HVAC/TEMPERATURE CONTROLS CONTRACTOR) SHALL: • BE RESPONSIBLE FOR ALL WIRING NOT SHOWN ON ELECTRICAL DRAWINGS BUT REQUIRED FOR MECHANICAL SYSTEMS. • VERIFY ALL EXISTING EQUIPMENT SIZES AND CAPACITIES WHERE UNITS ARE TO BE MODIFIED, MOVED, OR REPLACED. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING NEW UNITS OR REPLACEMENT UNITS. QUALITY ASSURANCE THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING COMPLETE AND OPERATING SYSTEMS. THE CONTRACTOR ACKNOWLEDGES AND UNDERSTANDS THAT THE CONTRACT DOCUMENTS ARE A TWO-DIMENSIONAL REPRESENTATION OF A THREE-DIMENSIONAL OBJECT, SUBJECT TO HUMAN INTERPRETATION. THIS REPRESENTATION MAY INCLUDE IMPERFECT DATA, INTERPRETED CODES, UTILITY GUIDELINES, THREE-DIMENSIONAL CONFLICTS, AND REQUIRED FIELD COORDINATION ITEMS. SUCH DEFICIENCIES CAN BE CORRECTED WHEN IDENTIFIED PRIOR TO ORDERING MATERIAL AND STARTING INSTALLATION. THE CONTRACTOR AGREES TO CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE DESIGN TEAM ANY DEFICIENCIES THE CONTRACTOR MAY DISCOVER. THE CONTRACTOR FURTHER AGREES TO REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND REPORT AT ONCE ANY DEFICIENCIES DISCOVERED. THE CONTRACTOR SHALL RESOLVE ALL REPORTED DEFICIENCIES WITH THE ARCHITECT/ENGINEER PRIOR TO AWARDING ANY SUBCONTRACTS, ORDERING MATERIAL, OR STARTING ANY WORK WITH THE CONTRACTOR'S OWN EMPLOYEES. ANY WORK PERFORMED PRIOR TO RECEIPT OF INSTRUCTIONS FROM THE DESIGN TEAM WILL BE DONE AT THE CONTRACTOR'S RISK. ONLY PRODUCTS OF REPUTABLE MANUFACTURERS ARE ACCEPTABLE. ALL CONTRACTORS AND SUBCONTRACTORS SHALL EMPLOY ONLY WORKERS SKILLED IN THEIR TRADES. CONSTRUCTION DRAWINGS FOR THIS PROJECT HAVE BEEN PREPARED UTILIZING AUTOCAD MEP. CONTRACTORS AND SUBCONTRACTORS MAY REQUEST ELECTRONIC MEDIA FILES OF THE CONTRACT DRAWINGS. THE ELECTRONIC CONTRACT DOCUMENTS CAN BE USED FOR PREPARATION OF SHOP DRAWINGS AND AS-BUILT DRAWINGS ONLY. THE INFORMATION MAY NOT BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT. CODES AND STANDARDS CONFORM TO ALL REQUIREMENTS OF THE CITY OF ARLINGTON, WA CODES, LAWS, ORDINANCES AND OTHER REGULATIONS HAVING JURISDICTION. CONFORM TO ALL WASHINGTON STATE CODES. IF THE CONTRACTOR NOTES, AT THE TIME OF BIDDING, THAT ANY PARTS OF THE DRAWINGS OR SPECIFICATIONS DO NOT COMPLY WITH THE CODES OR REGULATIONS, CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER IN WRITING, REQUESTING A CLARIFICATION. IF THERE IS INSUFFICIENT TIME FOR THIS PROCEDURE, CONTRACTOR SHALL SUBMIT WITH THE PROPOSAL A SEPARATE PRICE TO MAKE THE SYSTEM COMPLY WITH THE CODES AND REGULATIONS. ALL CHANGES TO THE SYSTEM MADE AFTER LETTING OF THE CONTRACT, TO COMPLY WITH CODES OR REQUIREMENTS OF INSPECTORS, SHALL BE MADE BY THE CONTRACTOR WITHOUT COST TO THE OWNER. IF THERE IS A DISCREPANCY BETWEEN MANUFACTURER'S RECOMMENDATIONS AND THESE SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. PERMITS AND FEES PROCURE ALL APPLICABLE PERMITS AND LICENSES. ABIDE BY LOCAL AND STATE LAWS, REGULATIONS, AND ORDINANCES. PAY ALL CHARGES FOR PERMITS OR LICENSES. PAY ALL FEES AND TAXES IMPOSED BY STATE, MUNICIPAL, AND OTHER REGULATORY BODIES. PAY ALL CHARGES ARISING OUT OF REQUIRED INSPECTIONS BY AN AUTHORIZED BODY. PAY ALL CHARGES ARISING OUT OF REQUIRED CONTRACT DOCUMENT REVIEWS ASSOCIATED WITH THE PROJECT AND AS INITIATED BY THE OWNER OR AUTHORIZED AGENCY/CONSULTANT. WHERE APPLICABLE, ALL FIXTURES, EQUIPMENT AND MATERIALS SHALL BE LISTED BY UNDERWRITER'S LABORATORIES, INC. SUBMITTALS SUBMITTALS SHALL BE REQUIRED WHERE REQUIRED IN THE SPECIFICATIONS OR ON THE DRAWINGS. THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF EACH SHOP DRAWING FOR REVIEW BY THE ARCHITECT/ENGINEER BEFORE RELEASING ANY EQUIPMENT FOR MANUFACTURE OR SHIPMENT. THE CONTRACTOR SHALL THOROUGHLY REVIEW AND APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTING THEM TO THE ARCHITECT/ENGINEER. CONTRACTOR SHALL CLEARLY MARK ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS ON ALL SUBMITTALS. ASSEMBLE ALL SUBMITTALS IN SETS BASED ON APPLICABLE SPECIFICATION SECTION. ALL SETS SHALL BE IDENTICAL AND CONTAIN AN INDEX OF THE ITEMS ENCLOSED WITH A GENERAL TOPIC DESCRIPTION ON THE COVER. WHERE MORE THAN ONE MODEL IS SHOWN ON A MANUFACTURER'S SHEET, CLEARLY INDICATE EXACTLY WHICH ITEM AND WHICH DATA IS RELEVANT TO THE WORK. REFER TO SUBSECTIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. PRODUCT DELIVERY, STORAGE, AND HANDLING EXERCISE CARE IN TRANSPORTING AND HANDLING TO AVOID DAMAGE TO MATERIALS. STORE MATERIALS ON THE SITE TO PREVENT DAMAGE. KEEP MATERIALS CLEAN, DRY AND FREE FROM HARMFUL CONDITIONS. IMMEDIATELY REMOVE ANY MATERIALS THAT BECOME WET OR THAT ARE SUSPECTED OF BECOMING CONTAMINATED WITH MOLD OR OTHER ORGANISMS. KEEP ALL BEARINGS PROPERLY LUBRICATED AND ALL BELTS PROPERLY TENSIONED AND ALIGNED. COORDINATE THE INSTALLATION OF HEAVY AND LARGE EQUIPMENT WITH THE GENERAL CONTRACTOR AND/OR OWNER. IF THE MECHANICAL CONTRACTOR DOES NOT HAVE PRIOR DOCUMENTED EXPERIENCE IN RIGGING AND LIFTING SIMILAR EQUIPMENT, HE/SHE SHALL CONTRACT WITH A QUALIFIED LIFTING AND RIGGING SERVICE THAT HAS SIMILAR DOCUMENTED EXPERIENCE. FOLLOW ALL EQUIPMENT LIFTING AND SUPPORT GUIDELINES FOR HANDLING AND MOVING. CONTRACTOR IS RESPONSIBLE FOR MOVING EQUIPMENT INTO THE BUILDING AND/OR SITE. CONTRACTOR SHALL REVIEW SITE PRIOR TO BID FOR PATH LOCATION AND ANY REQUIRED BUILDING MODIFICATIONS TO ALLOW MOVEMENT OF EQUIPMENT. CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH OTHER TRADES. WARRANTY PROVIDE MINIMUM ONE-YEAR WARRANTY COMMENCING ON DATE OF FINAL ACCEPTANCE FOR ALL FIXTURES, EQUIPMENT, MATERIALS, AND WORKMANSHIP. WARRANTY REQUIREMENTS SHALL EXTEND TO CORRECTION, WITHOUT COST TO OWNER, OF ALL WORK FOUND TO BE DEFECTIVE OR NONCONFORMING TO THE CONTRACT DOCUMENTS. REFER TO SUBSECTIONS FOR ADDITIONAL WARRANTY REQUIREMENTS. MATERIAL SUBSTITUTION WHERE SEVERAL MANUFACTURERS' NAMES ARE GIVEN, THE MANUFACTURER FOR WHICH A CATALOG NUMBER IS GIVEN IS THE BASIS OF DESIGN AND ESTABLISHES THE QUALITY REQUIRED. EQUIVALENT EQUIPMENT MANUFACTURED BY THE OTHER NAMED MANUFACTURERS MAY BE USED. CONTRACTOR SHALL ENSURE THAT ALL ITEMS SUBMITTED BY THESE OTHER MANUFACTURERS MEET ALL REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, AND FIT IN THE ALLOCATED SPACE. THE ARCHITECT/ENGINEER SHALL MAKE THE FINAL DETERMINATION OF WHETHER A PRODUCT IS EQUIVALENT. ANY MATERIAL, ARTICLE OR EQUIPMENT OF OTHER UNNAMED MANUFACTURERS WHICH WILL ADEQUATELY PERFORM THE SERVICES AND DUTIES IMPOSED BY THE DESIGN AND IS OF A QUALITY EQUAL TO OR BETTER THAN THE EQUIPMENT IDENTIFIED BY THE DRAWINGS MAY BE USED IF APPROVAL IS SECURED IN WRITING FROM THE ARCHITECT/ENGINEER VIA ADDENDUM. EXCAVATION, FILL, BACKFILL, COMPACTION UNDERGROUND PIPE SHALL BE LAID IN DRY TRENCHES MAINTAINED FREE OF ACCUMULATED WATER ON A BED OF CA6 FILL. BACKFILL MATERIAL SHALL BE FREE OF ROCK OR GRAVEL LARGER THAN 3”IN ANY DIMENSION AND SHALL BE FREE OF DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, HIGH VOID CONTENT, AND OTHER DELETERIOUS MATERIALS. PROVIDE AND OPERATE SUFFICIENT PUMPING EQUIPMENT TO MAINTAIN EXCAVATIONS, TRENCHES, AND PITS FREE OF WATER. DISPOSE OF PUMPED WATER SO OPERATION AREAS AND OTHER FACILITIES ARE NOT FLOODED. OBSERVATION OF WORK THE CONTRACTOR SHALL PROVIDE FOURTEEN (14) CALENDAR DAYS' NOTICE TO THE ARCHITECT/ENGINEER PRIOR TO COVERING INTERIOR PARTITIONS AND CHASES AND INSTALLING HARD OR SUSPENDED CEILINGS AND SOFFITS. ALL WORK ABOVE THE CEILINGS MUST BE COMPLETE PRIOR TO THE ARCHITECT/ENGINEER'S REVIEW. IN ORDER TO PREVENT THE FINAL JOBSITE OBSERVATION FROM OCCURRING TOO EARLY, THE CONTRACTOR SHALL REVIEW THE COMPLETION STATUS OF THE PROJECT AND CERTIFY IN WRITING THAT THE JOB IS READY FOR THE FINAL JOBSITE OBSERVATION. PROJECT CLOSEOUT SUBMIT THE FOLLOWING: OPERATION AND MAINTENANCE MANUALS INCLUDING BOUND COPIES OF APPROVED SHOP DRAWINGS, RECORD DOCUMENTS INCLUDING REPRODUCIBLE DRAWINGS COMPLETED IN REVIT, SPARE PARTS AND EXTRA MATERIALS IN QUANTITIES SPECIFIED IN THESE SPECIFICATIONS. OPERATION AND MAINTENANCE MANUALS SUBMIT AN ELECTRONIC COPY OF THE O&M MANUALS TO THE OWNER. OPERATION AND MAINTENANCE DATA SHALL CONSIST OF WRITTEN INSTRUCTIONS FOR THE CARE, MAINTENANCE, AND OPERATION OF THE EQUIPMENT AND SYSTEMS. INSTRUCTION BOOKS, CARDS, MANUALS FURNISHED WITH THE EQUIPMENT SHALL BE INCLUDED. ALL TEXT SHALL BE SEARCHABLE AND BOOKMARKS SHALL BE USED, DIVIDING INFORMATION BY SPECIFICATION SECTION. RECORD DOCUMENTS MAINTAIN AT THE JOB SITE A SEPARATE AND COMPLETE SET OF MECHANICAL DRAWINGS AND SPECIFICATIONS WITH ALL CHANGES MADE TO THE SYSTEMS CLEARLY AND PERMANENTLY MARKED IN COMPLETE DETAIL. MARK DRAWINGS TO INDICATE APPROVED SUBSTITUTIONS; CHANGE ORDERS, AND ACTUAL EQUIPMENT AND MATERIALS USED. ALL CHANGE ORDERS, RFI RESPONSES, CLARIFICATIONS AND OTHER SUPPLEMENTAL INSTRUCTIONS SHALL BE MARKED ON THE DOCUMENTS. RECORD DOCUMENTS THAT MERELY REFERENCE THE EXISTENCE OF THE ABOVE ITEMS ARE NOT ACCEPTABLE. RECORD CHANGES DAILY AND KEEP THE MARKED DRAWINGS AVAILABLE FOR THE ARCHITECT/ENGINEER'S EXAMINATION AT ANY NORMAL WORK TIME. UPON COMPLETING THE JOB, AND BEFORE FINAL PAYMENT IS MADE, PROVIDE REPRODUCIBLE DRAWINGS COMPLETED IN AUTOCAD TO THE ARCHITECT/ENGINEER. CLEANING THOROUGHLY CLEAN ALL EQUIPMENT AND SYSTEMS PRIOR TO THE OWNER'S FINAL ACCEPTANCE OF THE PROJECT. CLEAN ALL FOREIGN PAINT, GREASE, OIL, DIRT, LABELS, STICKERS, ETC. FROM ALL EQUIPMENT. REMOVE ALL RUBBISH, DEBRIS, ETC., ACCUMULATED DURING CONSTRUCTION FROM THE PREMISES. 22 05 03 THROUGH PENETRATION FIRESTOPPING INSTALLER QUALITY ASSURANCE INDIVIDUALS PERFORMING WORK SHALL BE CERTIFIED BY THE MANUFACTURER OF THE SYSTEM SELECTED FOR INSTALLATION. FOR RENOVATION PROJECTS, INSTALLER SHALL COORDINATE WITH BUILDING ENGINEER AND BUILDING STANDARDS TO MATCH MAKE/MODEL OF FIRESTOPPING USED THROUGHOUT BUILDING. WARRANTY PROVIDE ONE YEAR WARRANTY ON PARTS AND LABOR. WARRANTY SHALL COVER REPAIR OR REPLACEMENT OF FIRESTOP SYSTEMS WHICH FAIL IN JOINT ADHESION, COHESION, ABRASION RESISTANCE, WEATHER RESISTANCE, EXTRUSION RESISTANCE, MIGRATION RESISTANCE, STAIN RESISTANCE, GENERAL DURABILITY, OR APPEAR TO DETERIORATE IN ANY MANNER NOT CLEARLY SPECIFIED BY THE MANUFACTURER AS AN INHERENT QUALITY OF THE MATERIAL. DELIVERY, STORAGE, AND HANDLING STORE, PROTECT AND HANDLE PRODUCTS ON SITE. ACCEPT MATERIAL ON SITE IN FACTORY CONTAINERS AND PACKING. INSPECT FOR DAMAGE. PROTECT FROM DETERIORATION OR DAMAGE DUE TO MOISTURE, TEMPERATURE CHANGES, CONTAMINANTS, OR OTHER CAUSES. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR STORAGE. INSTALL MATERIAL PRIOR TO EXPIRATION OF PRODUCT SHELF LIFE. PERFORMANCE REQUIREMENTS FOR PENETRATIONS THROUGH THE FOLLOWING FIRE-RESISTANCE-RATED CONSTRUCTIONS, INCLUDING BOTH EMPTY OPENINGS AND OPENINGS CONTAINING PENETRATING ITEMS, PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS THAT ARE PRODUCED AND INSTALLED TO RESIST SPREAD OF FIRE ACCORDING TO REQUIREMENTS INDICATED, RESIST PASSAGE OF SMOKE AND OTHER GASES, AND MAINTAIN ORIGINAL FIRE-RESISTANCE RATING OF CONSTRUCTION PENETRATED. 1. FIRE-RESISTANCE-RATED WALLS INCLUDING FIRE PARTITIONS, FIRE BARRIERS, AND SMOKE BARRIERS. 2. FIRE-RESISTANCE-RATED HORIZONTAL ASSEMBLIES INCLUDING FLOORS, FLOOR/CEILING ASSEMBLIES, AND CEILING MEMBRANES OF ROOF/CEILING ASSEMBLIES. RATED SYSTEMS: PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS WITH THE FOLLOWING RATINGS DETERMINED PER UL 1479: 1. F-RATED SYSTEMS: PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS WITH F-RATINGS INDICATED, BUT NOT LESS THAN THAT EQUALING OR EXCEEDING FIRE-RESISTANCE RATING OF CONSTRUCTIONS PENETRATED. 2. T-RATED SYSTEMS: FOR THE FOLLOWING CONDITIONS, PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS WITH T- RATINGS INDICATED, AS WELL AS F-RATINGS: a. FLOOR PENETRATIONS LOCATED OUTSIDE WALL CAVITIES. b. FLOOR PENETRATIONS LOCATED OUTSIDE FIRE-RESISTANCE-RATED SHAFT ENCLOSURES. FOR THROUGH-PENETRATION FIRESTOP SYSTEMS EXPOSED TO LIGHT, TRAFFIC, MOISTURE, OR PHYSICAL DAMAGE, PROVIDE PRODUCTS THAT, AFTER CURING, DO NOT DETERIORATE WHEN EXPOSED TO THESE CONDITIONS BOTH DURING AND AFTER CONSTRUCTION. FOR THROUGH-PENETRATION FIRESTOP SYSTEMS EXPOSED TO VIEW, PROVIDE PRODUCTS WITH FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, AS DETERMINED PER ASTM E 84. MANUFACTURERS PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE THROUGH-PENETRATION FIRESTOP SYSTEMS INDICATED FOR EACH APPLICATION THAT ARE PRODUCED BY ONE OF THE FOLLOWING MANUFACTURERS. ALL FIRESTOPPING SYSTEMS INSTALLED SHALL BE PROVIDED BY A SINGLE MANUFACTURER. 1. 3M; FIRE PROTECTION PRODUCTS DIVISION. 2. HILTI, INC. 3. RECTORSEAL CORPORATION, METACAULK. 4. TREMCO; SEALANT/WEATHERPROOFING DIVISION. 5. JOHNS-MANVILLE. 6. SPECIFIED TECHNOLOGIES INC. (S.T.I.) 7. SPEC SEAL FIRESTOP PRODUCTS 8. AD FIREBARRIER PROTECTION SYSTEMS THROUGH PENETRATION FIRESTOP SYSTEMS PROVIDE MATERIALS AND SYSTEMS CLASSIFIED BY OR LISTED BY WARNOCK HERSEY TO PROVIDE FIRESTOPPING EQUAL TO TIME RATING OF CONSTRUCTION BEING PENETRATED. ALL FIRESTOPPING MATERIALS SHALL BE FREE OF ASBESTOS, LEAD, PCB'S, AND OTHER MATERIALS THAT WOULD REQUIRE HAZARDOUS WASTE REMOVAL. FIRESTOPPING SHALL BE FLEXIBLE TO ALLOW FOR NORMAL PENETRATING ITEM MOVEMENT DUE TO EXPANSION AND CONTRACTION. FIRESTOPPING SYSTEMS FOR PLUMBING AND WET PIPE SPRINKLER PIPING SHALL BE MOISTURE RESISTANT. PROVIDE FIRESTOPPING SYSTEMS CAPABLE OF SUPPORTING FLOOR LOADS WHERE SYSTEMS ARE EXPOSED TO POSSIBLE FLOOR LOADING OR TRAFFIC. PROVIDE FIRESTOPPING SYSTEMS ALLOWING CONTINUOUS INSULATION FOR ALL INSULATED PIPES. PROVIDE FIRESTOPPING SYSTEMS CLASSIFIED BY UL OR LISTED BY WARNOCK HERSEY FOR PENETRATIONS THROUGH ALL FIRE RATED CONSTRUCTION. FIRESTOPPING SYSTEMS SHALL BE SELECTED FROM THE UL OR LISTED BY WARNOCK HERSEY FIRE RESISTANCE DIRECTORY CATEGORY XHEZ BASED ON SUBSTRATE CONSTRUCTION AND PENETRATING ITEM SIZE AND MATERIAL AND SHALL FALL WITHIN THE RANGE OF NUMBERS LISTED: 1. NON-COMBUSTIBLE FRAMED WALLS -1 OR 2 HOUR RATED F RATING = WALL RATING T RATING = 0 L RATING = PENETRATING ITEM UL SYSTEM NO. NO PENETRATING ITEM WL 0000-0999* METALLIC PIPE OR CONDUIT WL 1000-1999 NON-METALLIC PIPE OR CONDUIT WL 2000-2999 ELECTRICAL CABLES WL 3000-3999 CABLE TRAYS WL 4000-4999 INSULATED PIPES WL 5000-5999 BUS DUCT AND MISC. ELECTRICAL WL 6000-6999 DUCT WITHOUT DAMPER AND MISC. MECHANICAL WL 7000-7999 MULTIPLE PENETRATIONS WL 8000-8999 2. CONCRETE OR MASONRY FLOORS AND WALLS -1 OR 2 HOUR RATED F RATING = WALL/FLOOR RATING T RATING (WALLS) = 0 OR WALL RATING T RATING (FLOORS) = FLOOR RATING L RATING = PENETRATING ITEM UL SYSTEM NO. NO PENETRATING ITEM CAJ 0000-0999* METALLIC PIPE OR CONDUIT CAJ 1000-1999 NON-METALLIC PIPE OR CONDUIT CAJ 2000-2999 ELECTRICAL CABLES CAJ 3000-3999 CABLE TRAYS CAJ 4000-4999 INSULATED PIPES CAJ 5000-5999 BUS DUCT AND MISC. ELECTRICAL CAJ 6000-6999 DUCT WITHOUT DAMPER AND MISC. MECHANICAL CAJ 7000-7999 MULTIPLE PENETRATIONS CAJ 8000-8999 *ALTERNATE METHOD OF FIRESTOPPING IS PATCHING OPENING TO MATCH ORIGINAL RATED CONSTRUCTION. ANY OPENING IN WALLS OR FLOORS NOT COVERED BY THE LISTED SERIES OF NUMBERS SHALL BE COORDINATED WITH THE FIRESTOPPING MANUFACTURER. ANY OPENINGS IN FLOORS OR WALLS NOT DESCRIBED IN THE UL OR LISTED BY WARNOCK HERSEY FIRE RESISTANCE DIRECTORY, OR OUTLINED IN MANUFACTURER'S INFORMATION SHALL BE SEALED IN A MANNER AGREED UPON BY THE FIRESTOPPING MANUFACTURER, OWNER, AND THE AUTHORITY HAVING JURISDICTION. EXECUTION -EXAMINATION ENSURE ALL SURFACES THAT CONTACT SEAL MATERIALS ARE FREE OF DIRT, DUST, GREASE, OIL, RUST, OR LOOSE MATERIALS. CLEAN AND REPAIR SURFACES AS REQUIRED. REMOVE LAITANCE AND FORM-RELEASE AGENTS FROM CONCRETE. ENSURE SUBSTRATE AND PENETRATING ITEMS HAVE BEEN PERMANENTLY INSTALLED PRIOR TO INSTALLING FIRESTOPPING SYSTEMS. ENSURE PENETRATING ITEMS HAVE BEEN PROPERLY SPACED AND HAVE PROPER CLEARANCE PRIOR TO INSTALLING FIRESTOPPING SYSTEMS. SURFACES TO WHICH SEALING MATERIALS ARE TO BE INSTALLED MUST MEET THE SELECTED UL OR WARNOCK HERSEY SYSTEM SUBSTRATE CRITERIA. PRIME SUBSTRATES WHERE RECOMMENDED IN WRITING BY THROUGH-PENETRATION FIRESTOP SYSTEM MANUFACTURER. CONFINE PRIMER TO AREA OF BOND. INSTALLATION IN EXISTING CONSTRUCTION, PROVIDE FIRESTOPPING OF OPENINGS PRIOR TO AND AFTER INSTALLATION OF PENETRATING ITEMS. REMOVE ANY EXISTING COATINGS ON SURFACES PRIOR TO FIRESTOPPING INSTALLATION. TEMPORARY FIRESTOPPING SHALL CONSIST OF PACKING OPENINGS WITH FIRE RESISTANT MINERAL WOOL FOR THE FULL THICKNESS OF SUBSTRATE, OR AN ALTERNATE METHOD APPROVED BY THE AUTHORITY HAVING JURISDICTION. ALL OPENINGS SHALL BE TEMPORARILY FIRESTOPPED IMMEDIATELY UPON THEIR INSTALLATION AND SHALL REMAIN SO UNTIL THE PERMANENT UL OR LISTED BY WARNOCK HERSEY LISTED FIRESTOPPING SYSTEM IS INSTALLED. INSTALL PENETRATION SEAL MATERIALS IN ACCORDANCE WITH PRINTED INSTRUCTIONS OF THE UL OR WARNOCK HERSEY FIRE RESISTANCE DIRECTORY AND WITH THE MANUFACTURER'S PRINTED APPLICATION INSTRUCTIONS. INSTALL DAMS AS REQUIRED TO PROPERLY CONTAIN FIRESTOPPING MATERIALS WITHIN OPENINGS AND AS REQUIRED TO ACHIEVE REQUIRED FIRE RESISTANCE RATING. REMOVE COMBUSTIBLE DAMMING AFTER APPROPRIATE CURING. CLEANING AND PROTECTING CLEAN EXCESS FILL MATERIALS ADJACENT TO OPENINGS AS WORK PROGRESSES BY METHODS AND WITH CLEANING MATERIALS THAT ARE APPROVED IN WRITING BY THROUGH-PENETRATION FIRESTOP SYSTEM MANUFACTURERS AND THAT DO NOT CAUSE DAMAGE. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS DURING AND AFTER INSTALLATION THAT ENSURE THAT THROUGH- PENETRATION FIRESTOP SYSTEMS ARE WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. IF, DESPITE SUCH PROTECTION, DAMAGE OR DETERIORATION OCCURS, REMOVE DAMAGED OR DETERIORATED THROUGH- PENETRATION FIRESTOP SYSTEMS IMMEDIATELY AND INSTALL NEW MATERIALS TO PRODUCE SYSTEMS COMPLYING WITH SPECIFIED REQUIREMENTS. IDENTIFICATION PROVIDE AND INSTALL LABELS ADJACENT TO EACH FIRESTOPPING LOCATION. LABEL SHALL BE PROVIDED BY THE FIRESTOP SYSTEM SUPPLIER AND CONTAIN THE FOLLOWING INFORMATION IN A CONTRASTING COLOR: 1. THE WORDS "WARNING -THROUGH PENETRATION FIRESTOP SYSTEM -DO NOT DISTURB. NOTIFY BUILDING MANAGEMENT OF ANY DAMAGE." 2. FIRESTOP SYSTEM SUPPLIER; UL OR LISTED BY INTERTEK / WARNOCK HERSEY SYSTEM NUMBER; DATE INSTALLED; CONTRACTOR NAME AND PHONE NUMBER; MANUFACTURER'S REPRESENTATIVE NAME, ADDRESS, AND PHONE NUMBER. INSPECTION ALL PENETRATIONS SHALL BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE TO ENSURE PROPER INSTALLATION. ACCESS TO FIRESTOP SYSTEMS SHALL BE MAINTAINED FOR EXAMINATION BY THE AUTHORITY HAVING JURISDICTION AT THEIR REQUEST. PROCEED WITH ENCLOSING THROUGH-PENETRATION FIRESTOP SYSTEM WITH OTHER CONSTRUCTION ONLY AFTER INSPECTION REPORTS ARE ISSUED AND FIRESTOP INSTALLATIONS COMPLY WITH REQUIREMENTS. THE CONTRACTOR SHALL ALLOW FOR VISUAL DESTRUCTIVE REVIEW OF 5% OF INSTALLED FIRESTOP SYSTEMS (MINIMUM OF ONE) TO PROVE COMPLIANCE WITH SPECIFICATIONS AND MANUFACTURER'S INSTRUCTIONS AND DETAILS. DESTRUCTIVE SYSTEM REMOVAL SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE ARCHITECT/ENGINEER AND MANUFACTURER'S FACTORY REPRESENTATIVE. THE ARCHITECT/ENGINEER SHALL HAVE SOLE DISCRETION OF WHICH FIRESTOP SYSTEM INSTALLATIONS WILL BE REVIEWED. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THIS REQUIREMENT INCLUDING LABOR AND MATERIAL FOR REMOVING AND REPLACING THE INSTALLED FIRESTOP SYSTEM. IF ANY FIRESTOP SYSTEM IS FOUND TO NOT BE INSTALLED PER MANUFACTURER'S SPECIFIC INSTRUCTIONS AND DETAILS, ALL FIRESTOP SYSTEMS ARE SUBJECT TO DESTRUCTIVE REVIEW AND REPLACEMENT AT THE ARCHITECT/ENGINEER'S DISCRETION AND THE CONTRACTOR'S EXPENSE. 22 05 05 MECHANICAL DEMOLITION FOR REMODELING THE DRAWINGS ARE INTENDED TO INDICATE THE GENERAL SCOPE OF WORK AND DO NOT SHOW EVERY PIPE, DUCT, OR PIECE OF EQUIPMENT THAT MUST BE REMOVED. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY CONDITIONS PRIOR TO SUBMITTING A BID. WHERE WALLS, CEILINGS, ETC., ARE SHOWN AS BEING REMOVED ON GENERAL DRAWINGS, THE CONTRACTOR SHALL REMOVE ALL MECHANICAL EQUIPMENT, DEVICES, FIXTURES, PIPING, DUCTS, SYSTEMS, ETC., FROM THE REMOVED AREA. WHERE CEILINGS, WALLS, PARTITIONS, ETC., ARE TEMPORARILY REMOVED AND REPLACED BY OTHERS, THIS CONTRACTOR SHALL REMOVE, STORE, AND REPLACE EQUIPMENT, DEVICES, FIXTURES, PIPES, DUCTS, SYSTEMS, ETC. VERIFY THAT ABANDONED UTILITIES SERVE ONLY ABANDONED EQUIPMENT OR FACILITIES. EXTEND SERVICES TO FACILITIES OR EQUIPMENT THAT SHALL REMAIN IN OPERATION FOLLOWING DEMOLITION. COORDINATE WORK WITH ALL OTHER CONTRACTORS AND THE LANDLORD/OWNER. SCHEDULE REMOVAL OF EQUIPMENT TO AVOID CONFLICTS. THIS CONTRACTOR SHALL VERIFY ALL EXISTING EQUIPMENT SIZES AND CAPACITIES WHERE EQUIPMENT IS SCHEDULED TO BE REPLACED OR MODIFIED, PRIOR TO ORDERING NEW EQUIPMENT. BID SUBMITTAL SHALL MEAN THE CONTRACTOR HAS VISITED THE PROJECT SITE AND VERIFIED EXISTING CONDITIONS AND SCOPE OF WORK. PREPARATION DISCONNECT MECHANICAL SYSTEMS IN WALLS, FLOORS, AND CEILINGS SCHEDULED FOR REMOVAL. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON OPERATING EQUIPMENT, USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. DEMOLITION AND EXTENSION OF EXISTING MECHANICAL WORK DEMOLISH AND EXTEND EXISTING MECHANICAL WORK UNDER PROVISIONS OF DIVISION 2 AND THIS SECTION. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION. REMOVE ABANDONED DUCTS AND PIPING TO SOURCE OF SUPPLY AND/OR MAIN LINES. REMOVE EXPOSED ABANDONED PIPES AND DUCTS, INCLUDING ABANDONED PIPES AND DUCTS ABOVE ACCESSIBLE CEILINGS. CUT DUCTS FLUSH WITH WALLS AND FLOORS, CAP DUCT THAT REMAINS, AND PATCH SURFACES. CUT PIPES ABOVE CEILINGS, BELOW FLOORS AND BEHIND WALLS. CAP REMAINING LINES. REPAIR BUILDING CONSTRUCTION TO MATCH ORIGINAL. REMOVE ALL CLAMPS, HANGERS, SUPPORTS, ETC. ASSOCIATED WITH PIPE AND DUCT REMOVAL. REMOVE UNUSED SECTIONS OF SUPPLY AND RETURN AIR DUCTWORK BACK TO MAINS. PATCH OPENING WITH SHEET METAL AND SEAL AIRTIGHT. PATCH EXISTING INSULATION TO MATCH EXISTING. WHERE EXISTING DUCTWORK IS TO BE CAPPED AND REUSED, LOCATE THE END CAP WITHIN 6”OF THE LAST BRANCH. END CAPS SHALL BE 3" PRESSURE CLASS AND SEAL CLASS “A”. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT THAT HAS BEEN REMOVED. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS WHICH REMAIN. MODIFY INSTALLATION OR PROVIDE ACCESS PANELS AS APPROPRIATE. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK. EXTEND EXISTING INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING INSTALLATIONS, OR AS SPECIFIED. CUTTING AND PATCHING THIS CONTRACTOR IS RESPONSIBLE FOR ALL PENETRATIONS OF EXISTING CONSTRUCTION REQUIRED TO COMPLETE THE WORK OF THIS PROJECT. PENETRATIONS IN EXISTING CONSTRUCTION SHOULD BE REVIEWED CAREFULLY PRIOR TO PROCEEDING WITH ANY WORK. PENETRATIONS SHALL BE NEAT AND CLEAN WITH SMOOTH AND/OR FINISHED EDGES. CORE DRILL WHERE POSSIBLE FOR CLEAN OPENING. REPAIR EXISTING CONSTRUCTION AS REQUIRED AFTER PENETRATION IS COMPLETE TO RESTORE TO ORIGINAL CONDITION. USE SIMILAR MATERIALS AND MATCH ADJACENT CONSTRUCTION UNLESS OTHERWISE NOTED OR AGREED TO BY THE ARCHITECT/ENGINEER PRIOR TO START OF WORK. FLOOR SLABS MAY CONTAIN CONDUIT SYSTEMS. THIS CONTRACTOR IS RESPONSIBLE FOR TAKING ANY MEASURES REQUIRED TO ENSURE NO CONDUITS OR OTHER SERVICES ARE DAMAGED. THIS INCLUDES X-RAY OR SIMILAR NON- DESTRUCTIVE MEANS. THIS CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED IN REPAIR, RELOCATIONS, OR REPLACEMENT OF ANY CABLES, CONDUITS, OR OTHER SERVICES IF DAMAGED WITHOUT PROPER INVESTIGATION. CLEANING AND REPAIR CLEAN AND REPAIR EXISTING MATERIALS AND EQUIPMENT W HICH REMAIN OR ARE TO BE REUSED. CLEAN ALL SYSTEMS ADJACENT TO PROJECT WHICH ARE AFFECTED BY THE DUST AND DEBRIS CAUSED BY THIS CONSTRUCTION. MECHANICAL ITEMS REMOVED AND NOT RELOCATED REMAIN THE PROPERTY OF THE LANDLORD/OWNER. CONTRACTOR SHALL PLACE ITEMS RETAINED BY THE LANDLORD/OWNER IN A LOCATION COORDINATED WITH THE LANDLORD/OWNER. THE CONTRACTOR SHALL DISPOSE OF MATERIAL THE LANDLORD/OWNER DOES NOT WANT TO REUSE OR RETAIN FOR MAINTENANCE PURPOSES. SPECIAL REQUIREMENTS REVIEW LOCATIONS OF ALL NEW PENETRATIONS IN EXISTING FLOOR SLABS OR WALLS. DETERMINE CONSTRUCTION TYPE AND REVIEW FOR POSSIBLE INTERFERENCES. BRING ALL CONCERNS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING. 22 05 29 SUPPORTS AND ANCHORS SECTION INCLUDES HANGERS, SUPPORTS, AND ASSOCIATED ANCHORS SLEEVES AND SEALS CUTTING OF OPENINGS HANGER RODS HANGER RODS FOR SINGLE ROD HANGERS SHALL CONFORM TO THE FOLLOWING: PIPE SIZE HANGER ROD DIAMETER COLUMN #1 COLUMN #2 2" AND SMALLER 3/8"3/8" 2-1/2" THROUGH 3-5/8”1/2"1/2" 4" AND 5"5/8"1/2" COLUMN #1: STEEL PIPE. COLUMN #2: COPPER, PLASTIC AND FIBERGLASS REINFORCED PIPE. RODS FOR DOUBLE ROD HANGERS MAY BE REDUCED ONE SIZE. MINIMUM ROD DIAMETER IS 3/8 INCHES. HANGER RODS AND ACCESSORIES USED IN MECHANICAL SPACES OR OTHERWISE DRY AREAS SHALL HAVE ASTM B633 ELECTRO-PLATED ZINC FINISH. PIPE HANGERS AND SUPPORTS ALL PIPE HANGERS, CLAMPS, AND SUPPORTS SHALL CONFORM TO MANUFACTURERS STANDARDIZATION SOCIETY MSS_SP_ 58 AND 127 (WHERE APPLICABLE). OVERSIZE ALL HANGERS, CLAMPS, AND SUPPORTS ON INSULATED PIPING TO ALLOW INSULATION AND JACKET TO PASS THROUGH UNBROKEN. THIS APPLIES TO BOTH HOT AND COLD PIPES. ON ALL INSULATED PIPING, PROVIDE A SEMI-CYLINDRICAL METALLIC SHIELD AND FIRE RESISTANT VAPOR BARRIER JACKET. AS AN ALTERNATIVE TO SEPARATE PIPE INSULATION INSERT AND SADDLE, PROPERLY SIZED INTEGRAL RIGID INSULATION SECTIONS MAY BE USED FOR THIS APPLICATION. ACCEPTABLE PRODUCTS: COOPER/B-LINE -FIG. B3380 THROUGH B3384 PIPE SHIELDS -A1000, A2000 ERICO -MODEL 124, 127 HANGERS IN DIRECT CONTACT WITH COPPER PIPE SHALL BE COATED WITH PLASTIC WITH APPROPRIATE TEMPERATURE RANGE. HYDRA-ZORB CLAMPS ARE PERMITTED FOR THIS APPLICATION FOR BARE PIPES WITHIN THEIR TEMPERATURE LIMITS OF -65F TO +275F. UNLESS OTHERWISE INDICATED, HANGERS SHALL BE AS FOLLOWS: CLEVIS TYPE: SERVICE: BARE METAL PIPE, RIGID PLASTIC PIPE, INSULATED COLD PIPE, INSULATED HOT PIPE -3 INCHES & SMALLER ACCEPTABLE PRODUCTS BARE STEEL, PLASTIC, INSULATED PIPE BARE COPPER PIPE ANVIL FIG. 260 COOPER/B-LINE FIG. 3100 FIG. B3100C ERICO MODEL 400 NIBCO/TOLCO FIG. 1 FIG. 81PVC2. CONTINUOUS CHANNEL WITH CLEVIS TYPE: SERVICE: PLASTIC TUBING, FLEXIBLE HOSE, SOFT COPPER TUBING ACCEPTABLE PRODUCTS: COOPER/B-LINE -FIG. B3106, WITH FIG. B3106V ERICO -MODEL 104, WITH MODEL 104V NIBCO/TOLCO -FIG. 1V ADJUSTABLE SWIVEL RING TYPE: SERVICE: BARE METAL PIPE -4 INCHES AND SMALLER ACCEPTABLE PRODUCTS BARE STEEL PIPE BARE COPPER PIPE ANVIL FIG. 69 COOPER/B-LINE FIG. B3170NF FIG. B3170CTC ERICO MODEL FCN 102A0 SERIES NIBCO/TOLCO FIG. 200 FIG. 203 SUPPORT MAY BE FABRICATED FROM U-CHANNEL STRUT OR SIMILAR SHAPES. PIPING LESS THAN 4”IN DIAMETER SHALL BE SECURED TO STRUT WITH CLAMPS OF PROPER DESIGN AND CAPACITY AS REQUIRED TO MAINTAIN SPACING AND ALIGNMENT. STRUT SHALL BE INDEPENDENTLY SUPPORTED FROM HANGER DROPS OR BUILDING STRUCTURE. SIZE AND SUPPORT SHALL BE PER MANUFACTURER'S INSTALLATION REQUIREMENTS FOR STRUCTURAL SUPPORT OF PIPING. CLAMPS SHALL NOT INTERRUPT PIPING INSULATION. 1. STRUT USED IN MECHANICAL SPACES OR OTHERWISE DRY AREAS SHALL HAVE ASTM B633 ELECTRO-PLATED ZINC FINISH. UNLESS OTHERWISE INDICATED, PIPE SUPPORTS FOR USE W ITH STRUTS SHALL BE AS FOLLOWS: CLAMP TYPE: SERVICE: BARE METAL PIPE, RIGID PLASTIC PIPE, INSULATED COLD PIPE, INSULATED HOT PIPE -3 INCHES AND SMALLER a. CLAMPS IN DIRECT CONTACT WITH COPPER PIPE SHALL BE PLASTIC COATED. b. PIPES SUBJECT TO EXPANSION AND CONTRACTION SHALL HAVE CLAMPS SLIGHTLY OVERSIZED TO ALLOW LIMITED PIPE MOVEMENT. ACCEPTABLE PRODUCTS BARE STEEL, PLASTIC, INSULATED PIPE BARE COPPER PIPE UNISTRUT FIG. P1100 OR P2500 COOPER/B-LINE FIG. B2000 OR B2400 FIG. BVT NIBCO/TOLCO FIG. A-14 OR 2STR UNLESS OTHERWISE SHOWN, UPPER ATTACHMENTS FOR HANGER RODS OR SUPPORT STRUTS SHALL BE AS FOLLOWS: BEAM CLAMPS: ACCEPTABLE PRODUCTS ANVIL -FIG. 228, 292 COOPER/B-LINE -FIG. B3054 ERICO -MODEL 360 NIBCO/TOLCO -FIG. 329 CONCRETE ANCHORS: FASTEN TO CONCRETE USING CAST-IN OR POST-INSTALLED ANCHORS DESIGNED PER THE REQUIREMENTS OF APPENDIX D OF ACI 318-17.POST-INSTALLED ANCHORS SHALL BE QUALIFIED FOR USE IN CRACKED CONCRETE BY ACI-355.2. MASONRY ANCHORS: FASTEN TO CONCRETE MASONRY UNITS WITH EXPANSION ANCHORS OR SELF_TAPPING MASONRY SCREWS.FOR EXPANSION ANCHORS INTO HOLLOW CONCRETE BLOCK, USE SLEEVE-TYPE ANCHORS DESIGNED FOR THE SPECIFIC APPLICATION.DO NOT FASTEN IN MASONRY JOINTS.DO NOT USE POWDER ACTUATED FASTENERS, WOODEN PLUGS, OR PLASTIC INSERTS. WALL SUPPORTS SHALL BE USED WHERE VERTICAL HEIGHT OF STRUCTURE EXCEEDS MINIMUM SPACING REQUIREMENTS. INSTALL WALL SUPPORTS AT SAME SPACING AS HANGERS OR STRUT SUPPORTS ALONG VERTICAL LENGTH OF PIPE RUNS. WELDING UNLESS OTHERWISE NOTED, HANGERS, CLIPS, AND AUXILIARY SUPPORT STEEL MAY BE WELDED IN LIEU OF BOLTING, CLAMPING, OR RIVETING TO THE BUILDING STRUCTURAL FRAME. TAKE ADEQUATE PRECAUTIONS DURING ALL WELDING OPERATIONS FOR FIRE PREVENTION AND FOR PROTECTING WALLS AND CEILINGS FROM BEING DAMAGED BY SMOKE. FOUNDATIONS, BASES, AND SUPPORTS FURNISH AND INSTALL FOUNDATIONS, BASES, AND SUPPORTS (NOT SPECIFICALLY INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS OF EITHER THE GENERAL CONSTRUCTION OR MECHANICAL WORK AS PROVIDED BY ANOTHER CONTRACTOR) FOR MECHANICAL EQUIPMENT. ALL STEEL BASES AND SUPPORTS SHALL RECEIVE A PRIME COAT OF ZINC CHROMATE OR RED METAL PRIMER. AFTER COMPLETION OF WORK, GIVE STEEL SUPPORTS A FINAL COAT OF GRAY ENAMEL. SUPPORTS PROVIDE SUFFICIENT CLIPS, INSERTS, HANGERS, RACKS, RODS, AND AUXILIARY STEEL TO SECURELY SUPPORT ALL SUSPENDED MATERIAL, EQUIPMENT AND CONDUIT WITHOUT SAG. OPENINGS IN FLOORS, WALLS AND CEILINGS EXACT LOCATIONS OF ALL OPENINGS FOR THE INSTALLATION OF MATERIALS SHALL BE DETERMINED BY THE CONTRACTOR AND GIVEN TO THE GENERAL CONTRACTOR FOR INSTALLATION OR CONSTRUCTION AS THE STRUCTURE IS BUILT. COORDINATE ALL OPENINGS WITH OTHER CONTRACTORS. HIRE THE PROPER TRADESMAN AND FURNISH ALL LABOR, MATERIAL AND EQUIPMENT TO CUT OPENINGS IN OR THROUGH EXISTING STRUCTURES, OR OPENINGS IN NEW STRUCTURES THAT WERE NOT INSTALLED, OR ADDITIONAL OPENINGS. REPAIR ALL SPALLING AND DAMAGE TO THE SATISFACTION OF THE ARCHITECT/ENGINEER. MAKE SAW CUTS BEFORE BREAKING OUT CONCRETE TO ENSURE EVEN AND UNIFORM OPENING EDGES. SAID CUTTING SHALL BE AT THE COMPLETE EXPENSE OF EACH CONTRACTOR. FAILURE TO COORDINATE OPENINGS WITH OTHER CONTRACTORS SHALL NOT EXEMPT THE CONTRACTOR FROM PROVIDING OPENINGS AT CONTRACTORS EXPENSE. DO NOT CUT STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT OR STRUCTURAL ENGINEER. SLEEVES AND LINTELS EACH CONTRACTOR SHALL PROVIDE SLEEVES AND LINTELS FOR ALL DUCT AND PIPE OPENINGS REQUIRED FOR THE CONTRACTOR'S WORK IN MASONRY WALLS AND FLOORS, UNLESS SPECIFICALLY SHOWN AS BEING BY OTHERS. FABRICATE ALL SLEEVES FROM STANDARD WEIGHT BLACK STEEL PIPE OR AS INDICATED ON THE DRAWINGS. PROVIDE CONTINUOUS SLEEVE. CUT OR SPLIT SLEEVES ARE NOT ACCEPTABLE. FABRICATE ALL LINTELS FOR MASONRY WALLS FROM STRUCTURAL STEEL SHAPES OR AS INDICATED ON THE DRAWINGS. HAVE ALL LINTELS APPROVED BY THE ARCHITECT OR STRUCTURAL ENGINEER. SLEEVES THROUGH THE FLOORS ON EXPOSED RISERS SHALL BE FLUSH WITH THE CEILING, WITH PLANED SQUARED ENDS EXTENDING 1" ABOVE THE FLOOR IN UNFINISHED AREAS, AND FLUSH WITH THE FLOOR IN FINISHED AREAS, TO ACCEPT SPRING CLOSING FLOOR PLATES. SLEEVES SHALL NOT PENETRATE STRUCTURAL MEMBERS OR MASONRY WALLS WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER. SLEEVES SHALL THEN COMPLY WITH THE ARCHITECT/ENGINEER'S DESIGN. OPENINGS THROUGH UNEXCAVATED FLOORS AND/OR FOUNDATION WALLS BELOW THE FLOOR SHALL HAVE A SMOOTH FINISH WITH SUFFICIENT ANNULAR SPACE AROUND MATERIAL PASSING THROUGH OPENING SO SLIGHT SETTLING WILL NOT PLACE STRESS ON THE MATERIAL OR BUILDING STRUCTURE. INSTALL ALL SLEEVES CONCENTRIC WITH PIPES. SECURE SLEEVES IN CONCRETE TO WOOD FORMS. THIS CONTRACTOR IS RESPONSIBLE FOR SLEEVES DISLODGED OR MOVED WHEN POURING CONCRETE. WHERE PIPES RISE THROUGH CONCRETE FLOORS THAT ARE ON EARTHEN GRADE, PROVIDE 3/4" RESILIENT EXPANSION JOINT MATERIAL (ASPHALT AND CORK) WRAPPED AROUND THE PIPE, THE FULL DEPTH OF CONCRETE, AT THE POINT OF PENETRATION. SECURE TO PREVENT SHIFTING DURING CONCRETE PLACEMENT AND FINISHING. SIZE SLEEVES LARGE ENOUGH TO ALLOW EXPANSION AND CONTRACTION MOVEMENT. PROVIDE CONTINUOUS INSULATION WRAPPING. PIPE PENETRATIONS SEAL ALL PIPE PENETRATIONS. SEAL NON-RATED WALLS AND FLOOR PENETRATIONS WITH GROUT OR CAULK. BACKING MATERIAL MAY BE USED. SEAL FIRE RATED WALL AND FLOOR PENETRATIONS WITH FIRE SEAL SYSTEM AS SPECIFIED. PIPE ANCHORS PROVIDE ALL ITEMS NEEDED TO ALLOW ADEQUATE EXPANSION AND CONTRACTION OF ALL PIPING. ALL PIPING SHALL BE SUPPORTED, GUIDED, ALIGNED, AND ANCHORED AS REQUIRED. REPAIR ALL PIPING LEAKS AND ASSOCIATED DAMAGE. PIPES SHALL NOT RUB ON ANY PART OF THE BUILDING. FINISH PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS. HANGERS AND SUPPORTS IN CRAWL SPACES, PIPE SHAFTS, AND SUSPENDED CEILING SPACES ARE NOT CONSIDERED EXPOSED. HVAC SUPPORTS AND ANCHORS INSTALLATION INSTALL ALL ITEMS PER MANUFACTURER'S INSTRUCTIONS. COORDINATE THE LOCATION AND METHOD OF SUPPORT OF PIPING SYSTEMS WITH ALL INSTALLATIONS UNDER OTHER DIVISIONS AND SECTIONS OF THE SPECIFICATIONS. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. SUPPORT REQUIREMENTS WHERE BUILDING STRUCTURAL STEEL IS FIREPROOFED, ALL HANGERS, CLAMPS, AUXILIARY STEEL, ETC., WHICH ATTACH TO IT SHALL BE INSTALLED PRIOR TO APPLICATION OF FIREPROOFING. REPAIR ALL FIREPROOFING DAMAGED DURING PIPE INSTALLATION. FURNISH, INSTALL AND PRIME ALL AUXILIARY STRUCTURAL STEEL FOR SUPPORT OF PIPING SYSTEMS THAT ARE NOT SHOWN ON THE DRAWINGS AS BEING BY OTHERS. INSTALL HANGERS AND SUPPORTS COMPLETE WITH LOCK NUTS, CLAMPS, RODS, BOLTS, COUPLINGS, SWIVELS, INSERTS AND REQUIRED ACCESSORIES. PIPE REQUIREMENTS SUPPORT ALL PIPING AND EQUIPMENT, INCLUDING VALVES, STRAINERS, TRAPS AND OTHER SPECIALTIES AND ACCESSORIES TO AVOID OBJECTIONABLE OR EXCESSIVE STRESS, DEFLECTION, SWAYING, SAGGING OR VIBRATION IN THE PIPING OR BUILDING STRUCTURE DURING ERECTION, CLEANING, TESTING AND NORMAL OPERATION OF THE SYSTEMS. DO NOT, HOWEVER, RESTRAIN PIPING TO CAUSE IT TO SNAKE OR BUCKLE BETWEEN SUPPORTS OR TO PREVENT PROPER MOVEMENT DUE TO EXPANSION AND CONTRACTION. SUPPORT PIPING AT EQUIPMENT AND VALVES SO THEY CAN BE DISCONNECTED AND REMOVED WITHOUT FURTHER SUPPORTING THE PIPING. PIPING SHALL NOT INTRODUCE STRAINS OR DISTORTION TO CONNECTED EQUIPMENT. PARALLEL HORIZONTAL PIPES MAY BE SUPPORTED ON TRAPEZE HANGERS MADE OF STRUCTURAL SHAPES AND HANGER RODS; OTHERWISE, PIPES SHALL BE SUPPORTED WITH INDIVIDUAL HANGERS. TRAPEZE HANGERS MAY BE USED WHERE DUCTS INTERFERE WITH NORMAL PIPE HANGING. PROVIDE ADDITIONAL SUPPORTS WHERE PIPE CHANGES DIRECTION, ADJACENT TO FLANGED VALVES AND STRAINERS, AT EQUIPMENT CONNECTIONS AND HEAVY FITTINGS. PROVIDE AT LEAST ONE HANGER ADJACENT TO EACH JOINT IN GROOVED END STEEL PIPE WITH MECHANICAL COUPLINGS. PROVIDED THE INSTALLATION COMPLIES WITH ALL LOADING REQUIREMENTS OF TRUSS AND JOIST MANUFACTURERS, THE FOLLOWING PRACTICES ARE ACCEPTABLE: 1. LOADS OF 100 LBS. OR LESS MAY BE ATTACHED ANYWHERE ALONG THE TOP OR BOTTOM CHORDS OF TRUSSES OR JOISTS WITH A MINIMUM 3' SPACING BETWEEN LOADS. 2. LOADS GREATER THAN 100 LBS. MUST BE HUNG CONCENTRICALLY AND MAY BE HUNG FROM TOP OR BOTTOM CHORD, PROVIDED ONE OF THE FOLLOWING CONDITIONS IS MET: a. THE HANGER IS ATTACHED WITHIN 6”FROM A WEB/CHORD JOINT. b. ADDITIONAL L2X2X1/4 WEB REINFORCEMENT IS INSTALLED PER MANUFACTURER'S REQUIREMENTS. 3. IT IS PROHIBITED TO CANTILEVER A LOAD USING AN ANGLE OR OTHER STRUCTURAL COMPONENT THAT IS ATTACHED TO A TRUSS OR JOIST IN SUCH A FASHION THAT A TORSIONAL FORCE IS APPLIED TO THAT STRUCTURAL MEMBER. 4. IF CONDITIONS CANNOT BE MET, COORDINATE INSTALLATION WITH TRUSS OR JOIST MANUFACTURER AND CONTACT ARCHITECT/ENGINEER. DO NOT EXCEED 25 LBS. PER HANGER AND A MINIMUM SPACING OF 2'-0”ON CENTER WHEN ATTACHING TO METAL ROOF DECKING (LIMITATION NOT REQUIRED WITH CONCRETE ON METAL DECK).THIS 25 LBS. LOAD AND 2'-0”SPACING INCLUDE ADJACENT ELECTRICAL AND ARCHITECTURAL ITEMS HANGING FROM DECK.IF THE HANGER RESTRICTIONS CANNOT BE ACHIEVED, SUPPLEMENTAL FRAMING OFF STEEL FRAMING WILL NEED TO BE ADDED. DO NOT EXCEED THE MANUFACTURER'S RECOMMENDED MAXIMUM LOAD FOR ANY HANGER OR SUPPORT. SPACING OF HANGERS SHALL NOT EXCEED THE COMPRESSIVE STRENGTH OF THE INSULATION INSERTS, AND IN NO CASE SHALL EXCEED THE FOLLOWING: STEEL AND FIBERGLASS (STD. WEIGHT OR HEAVIER -LIQUID SERVICE): PIPE MATERIAL MAXIMUM SPACING 1_1/4"& UNDER 7'_0" 1_1/2"9'_0" 2"10'_0" 2_1/2"11'_0" 3"12'_0" 4" & LARGER 12'_0" STEEL (STD. WEIGHT OR HEAVIER -VAPOR SERVICE): PIPE MATERIAL MAXIMUM SPACING 1_1/4" AND UNDER 9'_0" 1_1/2"12'_0" 2" & LARGER 12'_0" HARD DRAWN COPPER & BRASS (LIQUID SERVICE): PIPE MATERIAL MAXIMUM SPACING 3/4" AND UNDER 5'_0" 1"6'_0" 1_1/4"7'_0" 1_1/2"8'_0" 2"8'_0" 2_1/2"9'_0" 3"10'_0" 4"12'_0" HARD DRAWN COPPER & BRASS (VAPOR SERVICE): PIPE MATERIAL MAXIMUM SPACING 3/4" & UNDER 7'_0" 1"8'_0" 1_1/4"9'_0" 1_1/2"10'_0" 2"11'_0" 2_1/2" & LARGER 12'_0" 6. INSTALLATION OF HANGERS SHALL CONFORM TO MSS SP-58 AND THE APPLICABLE PLUMBING CODE. 100% CDs 10/20/2023 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING P701 PLUMBING SPECIFICATIONS MRMSVV 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 22 07 19 PLUMBING PIPING INSULATION SECTION INCLUDES PIPING INSULATION INSULATION JACKETS QUALITY ASSURANCE APPLICATOR: COMPANY SPECIALIZING IN PIPING INSULATION APPLICATION WITH FIVE YEARS MINIMUM EXPERIENCE. [SPECIFIER: REMOVE EXPERIENCE REQUIREMENTS FOR STATE OF IOWA PUBLICLY FUNDED PROJECTS.] MATERIALS: FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50 IN ACCORDANCE WITH ASTM E84, NFPA 255, OR UL 723 (WHERE REQUIRED). INSULATION MATERIALS TYPE A: GLASS FIBER; ANSI/ASTM C547; 0.24 MAXIMUM 'K' VALUE AT 75F; NON-COMBUSTIBLE. ALL PURPOSE, WHITE KRAFT JACKET BONDED TO ALUMINUM FOIL AND REINFORCED WITH FIBERGLASS YARN, 25/50 FLAME SPREAD/SMOKE DEVELOPED RATING WHEN TESTED IN ACCORDANCE WITH ASTM E84 (UL 723). VAPOR BARRIER JACKETS KRAFT REINFORCED FOIL VAPOR BARRIER WITH SELF-SEALING ADHESIVE JOINTS. BEACH PUNCTURE RESISTANCE RATIO OF AT LEAST 50 UNITS. TENSILE STRENGTH: 35 PSI MINIMUM. SINGLE, SELF-SEAL ACRYLIC ADHESIVE ON LONGITUDINAL JACKET LAPS AND BUTT STRIPS. JACKET COVERINGS PLASTIC JACKETS AND FITTING COVERS: HIGH IMPACT, GLOSSY WHITE, 0.020" THICK, SELF-EXTINGUISHING PLASTIC. SUITABLE FOR USE INDOORS OR OUTDOORS WITH ULTRAVIOLET INHIBITORS. SUITABLE FOR -40F TO 150F. 25/50 MAXIMUM FLAME SPREAD/SMOKE DEVELOPED. PREPARATION INSTALL INSULATION AFTER PIPING HAS BEEN TESTED. PIPE SHALL BE CLEAN, DRY AND FREE OF RUST BEFORE APPLYING INSULATION. GENERAL INSTALLATION REQUIREMENTS INSTALL MATERIALS PER MANUFACTURER'S INSTRUCTIONS, BUILDING CODES AND INDUSTRY STANDARDS. CONTINUE INSULATION WITH VAPOR BARRIER THROUGH PENETRATIONS. THIS APPLIES TO ALL INSULATED PIPING. MAINTAIN FIRE RATING OF ALL PENETRATIONS. NEATLY FINISH INSULATION AT SUPPORTS, PROTRUSIONS, AND INTERRUPTIONS. ON ALL INSULATED PIPING, PROVIDE AT EACH SUPPORT AN INSERT OF SAME THICKNESS AND CONTOUR AS ADJOINING INSULATION, BETWEEN THE PIPE AND INSULATION JACKET, TO PREVENT INSULATION FROM SAGGING AND CRUSHING. THE INSERT SHALL BE SUITABLE FOR PLANNED TEMPERATURES, BE SUITABLE FOR USE WITH SPECIFIC PIPE MATERIAL, AND SHALL BE A 180 CYLINDRICAL SEGMENT THE SAME LENGTH AS METAL SHIELDS. INSERTS SHALL BE A CELLULAR GLASS (FOR ALL TEMPERATURE RANGES) OR MOLDED HYDROUS CALCIUM SILICATE (FOR PIPE WITH OPERATING TEMPERATURES ABOVE 70F, WITH A MINIMUM COMPRESSIVE STRENGTH OF 50 PSI. POLYISOCYANURATE INSULATION WITH A MINIMUM COMPRESSIVE STRENGTH OF 24 PSI IS ACCEPTABLE FOR PIPE SIZES 3”AND BELOW, MINIMUM 60 PSI FOR PIPE SIZES 4”, AND OPERATE BELOW 300F. FACTORY FABRICATED INSERTS MAY BE USED. RECTANGULAR BLOCKS, PLUGS, OR WOOD MATERIAL ARE NOT ACCEPTABLE. TEMPORARY WOOD BLOCKING MAY BE USED BY THE PIPING CONTRACTOR FOR PROPER HEIGHT; HOWEVER, THESE MUST BE REMOVED AND REPLACED WITH PROPER INSERTS BY THE INSULATION CONTRACTOR. INSTALL METAL SHIELDS BETWEEN ALL HANGERS OR SUPPORTS AND THE PIPE INSULATION. SHIELDS SHALL BE GALVANIZED SHEET METAL, HALF_ROUND WITH FLARED EDGES. ADHERE SHIELDS TO INSULATION. ON COLD PIPING, SEAL THE SHIELDS VAPOR-TIGHT TO THE INSULATION AS REQUIRED TO MAINTAIN THE VAPOR BARRIER, OR ADD SEPARATE VAPOR BARRIER JACKET. SHIELDS SHALL BE AT LEAST THE FOLLOWING LENGTHS AND GAUGES: PIPE SIZE:SHIELD SIZE: 1/2" TO 3”PIPE 12" LONG X 18 GAUGE 4" PIPE 12" LONG X 16 GAUGE ALL PIPING AND INSULATION THAT DOES NOT MEET 25/50 THAT IS LOCATED IN AN AIR PLENUM SHALL HAVE WRITTEN APPROVAL FROM THE AUTHORITY HAVING JURISDICTION AND THE LOCAL FIRE DEPARTMENT FOR AUTHORIZATION AND MATERIALS APPROVAL. IF APPROVAL HAS BEEN ALLOWED, THE NON-RATED MATERIAL SHALL BE WRAPPED WITH A PRODUCT THAT HAS PASSED ASTM E84 AND/OR NFPA 255 TESTING WITH A RATING OF 25/50 OR BELOW. INSULATED PIPING OPERATING BELOW 60F INSULATE FITTINGS, VALVES, UNIONS, FLANGES, STRAINERS, FLEXIBLE CONNECTIONS, FLEXIBLE HOSES, AND EXPANSION JOINTS. SEAL ALL PENETRATIONS OF VAPOR BARRIER. ALL BALANCE VALVES WITH FLUID OPERATING BELOW 60F SHALL BE INSULATED WITH A REMOVABLE PLUG WRAPPED WITH VAPOR BARRIER TAPE TO ALLOW READING AND ADJUSTING OF THE VALVE. INSULATED PIPING OPERATING BETWEEN 60F AND 140F DO NOT INSULATE FLANGES AND UNIONS, BUT BEVEL AND SEAL ENDS OF INSULATION AT SUCH LOCATIONS. INSULATE ALL FITTINGS, VALVES AND STRAINERS. INSULATED PIPING OPERATING ABOVE 140F INSULATE FITTINGS, VALVES, FLANGES, AND STRAINERS. ALL BALANCE VALVES WITH FLUID OPERATING ABOVE 140F SHALL BE INSULATED AND AN OPENING SHALL BE LEFT IN THE INSULATION TO ALLOW FOR READING AND ADJUSTING THE VALVE. EXPOSED PIPING LOCATE AND COVER SEAMS IN LEAST VISIBLE LOCATIONS. WHERE EXPOSED INSULATED PIPING EXTENDS ABOVE THE FLOOR, PROVIDE A SHEET METAL GUARD AROUND THE INSULATION EXTENDING 12" ABOVE THE FLOOR. GUARD SHALL BE 0.016" CYLINDRICAL SMOOTH OR STUCCO ALUMINUM AND SHALL FIT TIGHTLY TO THE INSULATION. INSULATION INSTALLATION TYPE A INSULATION: 1. ALL SERVICE JACKETS: SEAL ALL LONGITUDINAL JOINTS WITH SELF_SEAL LAPS USING A SINGLE PRESSURE SENSITIVE ADHESIVE SYSTEM. DO NOT STAPLE. 2. INSULATION WITHOUT SELF-SEAL LAP MAY BE USED IF INSTALLED WITH BENJAMIN FOSTER 85_20 OR EQUIVALENT CHICAGO MASTIC, 3M OR CHILDERS LAP ADHESIVE. 3. APPLY INSULATION WITH LAPS ON TOP OF PIPE. 4. FITTINGS, VALVE BODIES AND FLANGES: FOR 4" AND SMALLER PIPES, INSULATE WITH 1 LB.DENSITY INSULATION WRAPPED UNDER COMPRESSION TO A THICKNESS EQUAL TO THE ADJACENT PIPE INSULATION. FOR PIPES OVER 4", USE MITERED SEGMENTS OF PIPE INSULATION. FINISH WITH PREFORMED PLASTIC FITTING COVERS. SECURE FITTING COVERS WITH PRESSURE SENSITIVE TAPE AT EACH END. OVERLAP TAPE AT LEAST 2" ON ITSELF. FOR PIPES OPERATING BELOW 60F, SEAL FITTING COVERS WITH VAPOR RETARDER MASTIC IN ADDITION TO TAPE. JACKET COVER INSTALLATION PLASTIC COVERING: 1. PROVIDE VAPOR BARRIER AS SPECIFIED FOR INSULATION TYPE. COVER WITH PLASTIC JACKET COVERING. POSITION SEAMS TO SHED WATER. 2. SOLVENT WELD ALL JOINTS WITH MANUFACTURER RECOMMENDED CEMENT. 3. OVERLAP ALL LAPS AND BUTT JOINTS 1-1/2" MINIMUM. REPAIR ANY LOOSE ENDS THAT DO NOT SEAL SECURELY. SOLVENT WELD ALL FITTING COVERS IN THE SAME MANNER. FINAL INSTALLATION SHALL BE WATERTIGHT. INSULATION SCHEDULE PIPING SYSTEM:INSULATION TYPE/THICKNESS: DOMESTIC HOT WATER/ CIRCULATING (UP TO 1-1/2")A/ 1" DOMESTIC HOT WATER/ CIRCULATING (>1-1/2")A/1-1/2" DOMESTIC COLD WATER A/ 1" 22 10 00 PLUMBING PIPING SECTION INCLUDES PIPE AND PIPE FITTINGS VALVES DOMESTIC WATER PIPING SYSTEM SANITARY DRAINAGE AND VENT PIPING SYSTEM QUALITY ASSURANCE VALVES: MANUFACTURER'S NAME AND PRESSURE RATING MARKED ON VALVE BODY. REMANUFACTURED VALVES ARE NOT ACCEPTABLE. WELDING MATERIALS AND PROCEDURES: CONFORM TO ASME CODE AND APPLICABLE STATE LABOR REGULATIONS. WELDERS CERTIFICATION: IN ACCORDANCE WITH ANSI/ASME SEC 9 OR ANSI/AWS D1.1. PIPING, FITTINGS, VALVES, AND FLUX FOR POTABLE WATER SYSTEMS: ALL COMPONENTS SHALL BE LEAD FREE PER FEDERAL ACT S.3874, REDUCTION OF LEAD IN DRINKING WATER ACT. COLD WATER _ POTABLE AND NON-POTABLE HOT WATER -POTABLE AND NON-POTABLE DESIGN PRESSURE: 175 PSI. MAXIMUM DESIGN TEMPERATURE: 200F. PIPING _ ALL SIZES: 1. TUBING: TYPE L HARD DRAWN SEAMLESS COPPER TUBE, ASTM B88. 2. JOINTS: SOLDER WITH 100% LEAD-FREE SOLDER AND FLUX, ASTM B32. 3. FITTINGS: WROUGHT COPPER SOLDER JOINT, ANSI B16.22. PIPING -2”AND UNDER (CONTRACTOR'S OPTION): 1. TUBING: TYPE L HARD DRAWN SEAMLESS COPPER TUBE, ASTM B88. 2. JOINTS: MECHANICAL PRESS CONNECTION. 3. FITTINGS: COPPER, ANSI B-16.22, WITH EMBEDDED EPDM O-RING, NSF-61. 4. ACCEPTABLE MANUFACTURERS: VIEGA PROPRESS, ELKHART XPRESS, NIBCO PRESS SYSTEM FITTINGS AND VALVES, MUELLER STREAMLINE PRS. FOR PIPE SYSTEMS WHERE MECHANICAL PRESS CONNECTIONS ARE ALLOWED, SHUTOFF VALVES WITH MECHANICAL PRESS CONNECTIONS ARE ACCEPTABLE SUBJECT TO THE REQUIREMENTS IN THE PARAGRAPHS BELOW. DOMESTIC WATER BALL VALVES: 3" AND UNDER, 150 PSI SATURATED STEAM, 600 PSI CWP, FULL PORT, SCREWED OR SOLDER ENDS (ACCEPTABLE ONLY IF RATED FOR SOLDERING IN LINE WITH 470F MELTING POINT OF LEAD-FREE SOLDER), BRONZE BODY OF A COPPER ALLOY CONTAINING LESS THAN 15% ZINC, STAINLESS STEEL BALL AND TRIM, TEFLON SEATS AND SEALS. APOLLO #77C_140, STOCKHAM #S_255-FB-P-UL BR1_R, MILWAUKEE #BA-400, WATTS, NIBCO #585-70-66, NATIONAL UTILITIES CO., RUB. NOTES: PROVIDE EXTENDED SHAFT FOR ALL VALVES IN INSULATED PIPING. PROVIDE LOCK OUT TRIM FOR ALL VALVES OPENING TO ATMOSPHERE INSTALLED IN DOMESTIC WATER PIPING OVER 120F, HEATING WATER PIPING OVER 120F, STEAM, CONDENSATE, BOILER FEED WATER PIPING, COMPRESSED AIR PIPING AND GASOLINE/KEROSENE PIPING, AND AS INDICATED ON THE DRAWINGS. SOLID EXTENDED SHAFT IS NOT REQUIRED ON VALVES WITH LOCK OUT TRIM. DOMESTIC WATER CHECK VALVES: 2" AND UNDER, 125# STEAM @ 406F, 200# CWP @ 150F, SCREWED, BRONZE, HORIZONTAL SWING. CRANE #37, HAMMOND #IB904, STOCKHAM #B319-Y, WALWORTH #3406, MILWAUKEE #509, WATTS #G-5000, NIBCO T-413B. 2-1/2" THRU 12", 200# CWP, DOUBLE DISC WAFER TYPE, BRONZE OR IRON BODY, BRONZE TRIM, METAL-TO-METAL OR VITON SEAT, 316 SS SHAFT, INCONEL 600 SPRING. MISSION DUO CHEK #12HPP (WITH INCONEL SPRINGS), MUELLER STEAM SPECIALTY CO. #71-AHB-K-W, STOCKHAM #WG-961-EPDM OR #WG-970-BUNA, NIBCO W-920-W. SANITARY DRAINAGE (ABOVE GROUND) SANITARY VENT (ABOVE GROUND) DESIGN PRESSURE: GRAVITY MAXIMUM DESIGN TEMPERATURE: 180F. PIPING _ ALL SIZES: 1. PIPE AND FITTINGS: STANDARD WEIGHT CAST IRON SOIL PIPE, CORROSION PROTECTIVE COATING INSIDE AND OUTSIDE, ASTM A74, NSF CERTIFIED, CISPI TRADEMARK. 2. JOINTS: HEAVY DUTY, NEOPRENE SLEEVE GASKET, ASTM C-564, 300 SERIES STAINLESS STEEL SHIELD, CLAMP, AND SCREWS WITH AT LEAST FOUR SCREW TYPE CLAMPS, FM 1680 OR ASTM C1540 -OR-LEAD AND OAKUM, ASTM B29. 3. ADAPTERS: TRANSITIONS FROM CAST IRON SOIL PIPE TO OTHER PIPE MATERIALS WITH MANUFACTURED ADAPTERS. HEAVY DUTY NEOPRENE SLEEVE GASKET, ASTM C-564, 300 SERIES STAINLESS STEEL SHIELD, CLAMP, AND SCREWS WITH NOT LESS THAN FOUR SCREW TYPE CLAMPS, FM 1680 OR ASTM C1540. PIPING _ 1_1/4" THROUGH 4": 1. PIPE: TYPE DWV HARD TEMPER SEAMLESS COPPER DRAINAGE TUBE, ASTM B306. 2. PIPE: TYPE M HARD TEMPER SEAMLESS COPPER DRAINAGE TUBE, ASTM B306. 3. JOINTS: SOLDER WITH 100% LEAD-FREE SOLDER AND FLUX, ASTM B32. 4. FITTINGS: CAST BRASS SOLDER JOINT DRAINAGE TYPE, ANSI B16.23 OR WROUGHT COPPER SOLDER JOINT DRAINAGE TYPE, ANSI B16.29. UNIONS COPPER PIPE _ WROUGHT COPPER FITTING _ GROUND JOINT. BLACK STEEL (SCHEDULE 40) PIPE _ MALLEABLE IRON, GROUND JOINT, 150 PSI, BRONZE TO BRONZE SEAT. GALVANIZED STEEL PIPE _ GALVANIZED MALLEABLE IRON, GROUND JOINT, 150 PSI, BRONZE TO BRONZE SEAT. CONNECTIONS BETWEEN DISSIMILAR METALS CONNECTIONS BETWEEN DISSIMILAR METALS SHALL BE INSULATING DIELECTRIC TYPES THAT PROVIDE A WATER GAP BETWEEN THE CONNECTED METALS, AND THAT EITHER ALLOW NO METAL PATH FOR ELECTRON TRANSFER OR THAT PROVIDE A WIDE WATER GAP LINED WITH A NON-CONDUCTIVE MATERIAL TO IMPEDE ELECTRON TRANSFER THROUGH THE WATER PATH. JOINTS SHALL BE RATED FOR THE TEMPERATURE, PRESSURE, AND OTHER CHARACTERISTICS OF THE SERVICE IN WHICH THEY ARE USED, INCLUDING TESTING PROCEDURE. ALUMINUM, IRON, STEEL, BRASS, COPPER, BRONZE, AND STAINLESS STEEL ARE COMMONLY USED AND REQUIRE ISOLATION FROM EACH OTHER WITH THE FOLLOWING EXCEPTIONS: 1. IRON, STEEL, AND STAINLESS STEEL CONNECTED TO EACH OTHER. 2. BRASS, COPPER, AND BRONZE CONNECTED TO EACH OTHER. 3. BRASS OR BRONZE VALVES AND SPECIALTIES CONNECTED TO STEEL, IRON, OR STAINLESS STEEL IN CLOSED SYSTEMS. WHERE TWO OR MORE BRASS OR BRONZE ITEMS OCCUR TOGETHER, THEY SHALL BE CONNECTED WITH BRASS NIPPLES. DIELECTRIC PROTECTION IS REQUIRED AT CONNECTIONS TO EQUIPMENT OF A MATERIAL DIFFERENT THAN THE PIPING. SCREWED JOINTS (ACCEPTABLE UP TO 2"SIZE): 1. DIELECTRIC WATERWAY RATED FOR 300 PSI CWP AND 225F. 2. ACCEPTABLE MANUFACTURERS: ELSTER GROUP CLEARFLOW FITTINGS, VICTAULIC SERIES 47, GRINNELL SERIES 407, MATCO-NORCA. FLANGED JOINTS (ANY SIZE): 1. USE 1/8"MINIMUM THICKNESS, NON-CONDUCTIVE, FULL-FACE GASKETS. 2. EMPLOY ONE-PIECE MOLDED SLEEVE-WASHER COMBINATIONS TO BREAK THE ELECTRICAL PATH THROUGH THE BOLTS. 3. SLEEVE-WASHERS ARE REQUIRED ON ONE SIDE ONLY, WITH SLEEVES MINIMUM 1/32" THICK AND WASHERS MINIMUM 1/8" THICK. 4. INSTALL STEEL WASHERS ON BOTH SIDES OF FLANGES TO PREVENT DAMAGE TO THE SLEEVE_WASHER. 5. SEPARATE SLEEVES AND WASHERS MAY BE USED ONLY IF THE SLEEVES ARE MANUFACTURED TO EXACT LENGTHS AND INSTALLED CAREFULLY SO THE SLEEVES MUST EXTEND PARTIALLY PAST EACH STEEL WASHER WHEN TIGHTENED. 6. ACCEPTABLE MANUFACTURERS: EPCO, CENTRAL PLASTICS, PIPELINE SEAL AND INSULATOR, F. H. MALONEY, OR CALPICO. LOCK OUT TRIM PROVIDE LOCK OUT TRIM FOR ALL QUARTER TURN SHUTOFF VALVES OPENING TO ATMOSPHERE AND INSTALLED IN DOMESTIC WATER PIPING OVER 120F, IN COMPRESSED AIR PIPING, AND AS INDICATED ON THE DRAWINGS. VALVE CONNECTIONS PROVIDE ALL CONNECTIONS TO MATCH PIPE JOINTS. VALVES SHALL BE SAME SIZE AS PIPE UNLESS NOTED OTHERWISE. INSTALLATION PREPARATION INSTALL ALL PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS. REAM PIPE AND TUBE ENDS. REMOVE BURRS. BEVEL PLAIN END FERROUS PIPE. REMOVE SCALE AND DIRT, ON INSIDE AND OUTSIDE, BEFORE ASSEMBLY. CONNECT TO EQUIPMENT WITH FLANGES OR UNIONS. USE ONLY PIPING MATERIALS RATED FOR THE MAXIMUM TEMPERATURE OF THE APPLICATION, E.G., DO NOT USE PVC FOR DISHWASHER DRAINAGE OR PIPING THAT RECEIVES BOILER BLOWDOWN. EXISTING BUILDING SEWERS OR BUILDING DRAINS WHICH ARE SHOWN ON THE DOCUMENTS TO BE REUSED SHALL BE INSPECTED AND RECORDED BY CLOSED CIRCUIT TELEVISION FOR THEIR CONDITION. REPORT FINDINGS BACK TO THE ARCHITECT, ENGINEER, AND OWNER BEFORE PROCEEDING WITH WORK SO ANY NECESSARY REWORK CAN TAKE PLACE IF NEEDED. TESTING PIPING SANITARY DRAINAGE: SANITARY VENT: 1. TEST ALL PIPING WITH WATER TO PROVE TIGHT. 2. TEST PIPING BEFORE INSULATION IS APPLIED. 3. HYDROSTATICALLY TEST ALL SOIL, WASTE, AND VENT PIPING INSIDE OF BUILDING WITH 10 FEET HEAD OF WATER FOR 15 MINUTES. INSPECT BEFORE FIXTURES ARE CONNECTED. IF LEAKS APPEAR, REPAIR THEM AND REPEAT THE TEST. 4. HYDROSTATICALLY TEST INTERIOR DOWNSPOUTS WITH 10 FEET HEAD OF WATER FOR 15 MINUTES WITH NO LEAKS. 5. A SMOKE/AIR TEST AT THE SAME PRESSURE MAY BE USED IN LIEU OF THE HYDROSTATIC WATER TEST. EXCEPTION: SMOKE/AIR TEST SHALL NOT BE PERFORMED ON PLASTIC PIPING. 6. TEST FORCE MAINS WITH WATER AT 105% OF THE OPERATING PUMP DISCHARGE PRESSURE FOR 15 MINUTES. 7. TEST PRESSURES STATED ABOVE SHALL BE AS LISTED OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, WHICHEVER IS MOST STRINGENT. HOT WATER -POTABLE AND NON-POTABLE: COLD WATER -POTABLE AND NON-POTABLE: 1. TEST PIPES UNDERGROUND OR IN CHASES AND WALLS BEFORE PIPING IS CONCEALED. 2. TEST ALL PIPES BEFORE THE INSULATION IS APPLIED. IF INSULATION IS APPLIED BEFORE THE PIPE IS TESTED AND A LEAK DEVELOPS WHICH RUINS THE INSULATION, REPLACE DAMAGED INSULATION. 3. TEST THE PIPE WITH 100 PSIG WATER PRESSURE OR EQUAL INERT GAS SUCH AS NITROGEN. 4. HOLD TEST PRESSURE FOR AT LEAST 2 HOURS. 5. TEST TO BE WITNESSED BY THE ARCHITECT/ENGINEER'S REPRESENTATIVE, IF REQUESTED BY THE ARCHITECT/ENGINEER. ALL OTHER PIPING: 1. TEST PIPING AT 150% OF NORMAL OPERATING PRESSURE. 2. PIPING SHALL HOLD THIS PRESSURE FOR ONE HOUR WITH NO DROP IN PRESSURE. 3. TEST PIPING USING WATER, NITROGEN, OR AIR AS COMPATIBLE WITH THE FINAL SERVICE OF THE PIPE. DO NOT USE COMBUSTIBLE FLUIDS. 4. DRAIN AND CLEAN ALL PIPING AFTER TESTING IS COMPLETE. CLEANING PIPING BEFORE ASSEMBLING PIPE SYSTEMS, REMOVE ALL LOOSE DIRT, SCALE, OIL AND OTHER FOREIGN MATTER ON INTERNAL OR EXTERNAL SURFACES BY MEANS CONSISTENT WITH GOOD PIPING PRACTICE SUBJECT TO APPROVAL OF THE ARCHITECT/ENGINEER'S REPRESENTATIVE. BLOW CHIPS AND BURRS FROM MACHINERY OR THREAD CUTTING OPERATION OUT OF PIPE BEFORE ASSEMBLY. WIPE CUTTING OIL FROM INTERNAL AND EXTERNAL SURFACES. DURING FABRICATION AND ASSEMBLY, REMOVE SLAG AND WELD SPATTER FROM BOTH INTERNAL AND EXTERNAL JOINTS BY PEENING, CHIPPING AND WIRE BRUSHING. PRIOR TO BLOWING OR FLUSHING ERECTED PIPING SYSTEMS, DISCONNECT ALL INSTRUMENTATION AND EQUIPMENT, OPEN WIDE ALL VALVES, AND BE CERTAIN ALL STRAINER SCREENS ARE IN PLACE. ALL WATER PIPING: 1. FLUSH ALL PIPING USING FAUCETS, FLUSH VALVES, ETC. UNTIL THE FLOW IS CLEAN. 2. AFTER FLUSHING, THOROUGHLY CLEAN ALL INLET STRAINERS, AERATORS, AND OTHER SUCH DEVICES. 3. IF NECESSARY, REMOVE VALVES TO CLEAN OUT ALL FOREIGN MATERIAL. GENERAL INSTALLATION REQUIREMENTS PROVIDE DIELECTRIC CONNECTIONS BETWEEN DISSIMILAR METALS. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. INSTALL TO CONSERVE BUILDING SPACE. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR EQUIPMENT. SLOPE WATER PIPING AND ARRANGE TO DRAIN AT LOW POINTS. WHERE PIPE SUPPORTS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDS. SEAL PIPES PASSING THROUGH EXTERIOR WALLS WITH A WALL SEAL PER SECTION 22 05 29. PROVIDE SCHEDULE 40 GALVANIZED SLEEVE AT LEAST 2 PIPE SIZES LARGER THAN THE PIPE. ALL VERTICAL PIPE DROPS TO SINKS OR OTHER EQUIPMENT INSTALLED BELOW THE CEILING SHALL BE ROUTED WITHIN A WALL CAVITY, UNLESS SPECIFICALLY NOTED OTHERWISE TO BE SURFACE MOUNTED. FOR RENOVATION PROJECTS, THIS CONTRACTOR IS RESPONSIBLE FOR OPENING AND PATCHING EXISTING WALLS FOR INSTALLATION OF PIPING. WALL PATCHING SHALL MATCH EXISTING CONDITION. INSTALLATION REQUIREMENTS IN ELECTRICAL ROOMS: 1. DO NOT INSTALL PIPING OR OTHER EQUIPMENT ABOVE ELECTRICAL SWITCHBOARDS OR PANELBOARDS. THIS INCLUDES A DEDICATED SPACE EXTENDING 25 FEET FROM THE FLOOR TO THE STRUCTURAL CEILING WITH WIDTH AND DEPTH EQUAL TO THE EQUIPMENT. VALVES/FITTINGS AND ACCESSORIES: 1. INSTALL SHUTOFF VALVES THAT PERMIT THE ISOLATION OF EQUIPMENT/FIXTURES IN EACH ROOM WITHOUT ISOLATING ANY OTHER ROOM OR PORTION OF THE BUILDING. INDIVIDUAL FIXTURE ANGLE STOPS DO NOT MEET THIS REQUIREMENT. EXCEPTION: BACK-TO-BACK ROOMS IN NO MORE THAN TWO ADJACENT ROOMS. [SPECIFIER: REQUIRED IN ILLINOIS, GOOD PRACTICE IN OTHER STATES.] 2. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. 3. PROVIDE ACCESS DOORS FOR CONCEALED VALVES AND FITTINGS. 4. INSTALL VALVE STEMS UPRIGHT OR HORIZONTAL, NOT INVERTED. 5. PROVIDE ONE PLUG VALVE WRENCH FOR EVERY TEN PLUG VALVES 2" AND SMALLER, MINIMUM OF ONE. PROVIDE EACH PLUG VALVE 2_1/2" AND LARGER WITH A WRENCH WITH SET SCREW. 6. INSTALL BALANCING VALVES WITH STRAIGHT, UNOBSTRUCTED PIPE SECTION BOTH UPSTREAM AND DOWNSTREAM AS REQUIRED, PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 7. INSTALL CORRUGATED, STAINLESS STEEL TUBING SYSTEM ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. INCLUDE STRIKER PLATES TO PROTECT TUBING FROM PUNCTURE WHERE TUBING IS RESTRAINED AND CANNOT MOVE. SANITARY PIPING: INSTALL ALL SANITARY PIPING INSIDE THE BUILDING WITH A SLOPE OF AT LEAST THE FOLLOWING: PIPE SIZE MINIMUM SLOPE 3" AND UNDER -0.25" PER FOOT 4" AND OVER -0.125" PER FOOT PIPE ERECTION AND LAYING CAREFULLY INSPECT ALL PIPE, FITTINGS, VALVES, EQUIPMENT AND ACCESSORIES BEFORE INSTALLATION. ANY ITEMS THAT ARE UNSUITABLE, CRACKED OR OTHERWISE DEFECTIVE SHALL BE REMOVED FROM THE JOB IMMEDIATELY. ALL PIPE, FITTINGS, VALVES, EQUIPMENT AND ACCESSORIES SHALL HAVE FACTORY APPLIED MARKINGS, STAMPINGS, OR NAMEPLATES WITH SUFFICIENT DATA TO DETERMINE THEIR CONFORMANCE WITH SPECIFIED REQUIREMENTS. EXERCISE CARE AT EVERY STAGE OF STORAGE, HANDLING, LAYING AND ERECTING TO PREVENT ENTRY OF FOREIGN MATTER INTO PIPING, FITTINGS, VALVES, EQUIPMENT AND ACCESSORIES. DO NOT INSTALL ANY ITEM THAT IS NOT CLEAN. UNTIL SYSTEM IS FULLY OPERATIONAL, ALL OPENINGS IN PIPING AND EQUIPMENT SHALL BE KEPT CLOSED EXCEPT WHEN ACTUAL WORK IS BEING PERFORMED ON THAT ITEM OR SYSTEM. CLOSURES SHALL BE PLUGS, CAPS, BLIND FLANGES OR OTHER ITEMS SPECIFICALLY DESIGNED AND INTENDED FOR THIS PURPOSE. RUN PIPES STRAIGHT AND TRUE, PARALLEL TO BUILDING LINES WITH MINIMUM USE OF OFFSETS AND COUPLINGS. PROVIDE ONLY OFFSETS REQUIRED TO PROVIDE NEEDED HEADROOM OR CLEARANCE AND TO PROVIDE NEEDED FLEXIBILITY IN PIPE LINES. MAKE CHANGES IN DIRECTION OF PIPES ONLY WITH FITTINGS OR PIPE BENDS. CHANGES IN SIZE ONLY WITH FITTINGS. DO NOT USE MITER FITTINGS, FACE OR FLUSH BUSHINGS, OR STREET ELBOWS. ALL FITTINGS SHALL BE OF THE LONG RADIUS TYPE, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFIED. PROVIDE FLANGES OR UNIONS AT ALL FINAL CONNECTIONS TO EQUIPMENT, TRAPS AND VALVES. ARRANGE PIPING AND CONNECTIONS SO EQUIPMENT SERVED MAY BE TOTALLY REMOVED WITHOUT DISTURBING PIPING BEYOND FINAL CONNECTIONS AND ASSOCIATED SHUTOFF VALVES. USE FULL AND DOUBLE LENGTHS OF PIPE WHEREVER POSSIBLE. UNLESS OTHERWISE INDICATED, INSTALL ALL PIPING, INCLUDING SHUTOFF VALVES AND STRAINERS, TO COILS, PUMPS AND OTHER EQUIPMENT AT LINE SIZE WITH REDUCTION IN SIZE BEING MADE ONLY AT CONTROL VALVE OR EQUIPMENT. CUT ALL PIPE TO EXACT MEASUREMENT AND INSTALL WITHOUT SPRINGING OR FORCING EXCEPT IN THE CASE OF EXPANSION LOOPS WHERE COLD SPRINGING IS INDICATED ON THE DRAWINGS. UNDERGROUND PIPE SHALL BE LAID IN DRY TRENCHES MAINTAINED FREE OF ACCUMULATED WATER ON A BED OF CA6 FILL. PROVIDE AND OPERATE SUFFICIENT PUMPING EQUIPMENT TO MAINTAIN EXCAVATIONS, TRENCHES AND PITS FREE OF WATER. DISPOSE OF PUMPED WATER SO OPERATION AREAS AND OTHER FACILITIES ARE NOT FLOODED. PIPE LAYING SHALL FOLLOW EXCAVATING AS CLOSELY AS POSSIBLE. UNLESS OTHERWISE INDICATED, BRANCH TAKE_OFFS SHALL BE FROM TOP OF MAINS OR HEADERS AT EITHER A 45 OR 90 ANGLE FROM THE HORIZONTAL PLANE FOR AIR LINES, AND FROM TOP, BOTTOM OR SIDE FOR LIQUIDS. DRAINING AND VENTING UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL HORIZONTAL WATER AND COMPRESSED AIR LINES, INCLUDING BRANCHES, SHALL PITCH 1" IN 40 FEET12 TO LOW POINTS FOR COMPLETE DRAINAGE, REMOVAL OF CONDENSATE AND VENTING. MAINTAIN ACCURATE GRADE WHERE PIPES PITCH OR SLOPE FOR VENTING AND DRAINAGE. NO PIPES SHALL HAVE POCKETS DUE TO CHANGES IN ELEVATION. PROVIDE DRAIN VALVES AT ALL LOW POINTS OF WATER PIPING SYSTEMS FOR COMPLETE OR SECTIONALIZED DRAINING. PROVIDE DRIP LEGS AT LOW POINTS AND AT THE BASE OF ALL RISERS IN COMPRESSED AIR PIPES. DRIP LEGS SHALL BE FULL LINE SIZE ON PIPES THROUGH 4" AND AT LEAST 4", BUT NOT LESS THAN HALF LINE SIZE OVER 4". DRIP LEGS SHALL BE 12" MINIMUM LENGTH, CAPPED WITH A REDUCER TO A DRAIN VALVE. USE ECCENTRIC REDUCING FITTINGS ON HORIZONTAL RUNS WHEN CHANGING SIZE OF PIPES FOR PROPER DRAINAGE AND VENTING. INSTALL COMPRESSED AIR AND GRAVITY DRAIN PIPES WITH BOTTOM OF PIPE AND ECCENTRIC REDUCERS IN A CONTINUOUS LINE; ALL OTHER LIQUID LINES WITH TOP OF PIPE AND ECCENTRIC REDUCERS IN A CONTINUOUS LINE. PROVIDE AIR VENTS AT HIGH POINTS AND WHEREVER ELSE REQUIRED TO ELIMINATE AIR IN ALL WATER PIPING SYSTEMS. INSTALL AIR VENTS IN ACCESSIBLE LOCATIONS. IF NECESSARY TO TRAP AND VENT AIR IN A REMOTE LOCATION, INSTALL A 1/8" PIPE FROM THE TAPPING LOCATION TO AN ACCESSIBLE LOCATION AND TERMINATE WITH A VENTING DEVICE. ALL VENT AND DRAIN PIPING SHALL BE OF SAME MATERIALS AND CONSTRUCTION FOR THE SERVICE INVOLVED. BRANCH CONNECTIONS FOR DOMESTIC WATER AND VENT SYSTEMS ONLY, MAKE BRANCH CONNECTIONS WITH STANDARD TEE OR CROSS FITTINGS OF THE TYPE REQUIRED FOR THE SERVICE. REDUCERS ARE GENERALLY NOT SHOWN. WHERE PIPE SIZES CHANGE AT TEE, THE TEE SHALL BE THE SIZE OF THE LARGEST PIPE SHOWN CONNECTING TO IT. DO NOT USE DOUBLE WYE OR DOUBLE COMBINATION WYE AND EIGHTH BEND DWV FITTINGS IN HORIZONTAL PIPING. BRANCH CONNECTIONS FROM THE HEADERS AND MAINS MAY BE MECHANICALLY FORMED USING AN EXTRACTION DEVICE. THE BRANCH PIPING CONNECTION SHALL BE BRAZED CONNECTION FOR THE FOLLOWING SERVICES ONLY: 1. DOMESTIC WATER PIPING ABOVE GRADE. FURTHER LIMIT USE OF MECHANICALLY FORMED FITTINGS AS FOLLOWS: 1. MUST HAVE AT LEAST SAME PRESSURE RATING AS THE MAIN. 2. MAIN MUST BE TYPE K OR L COPPER TUBING. 3. PERMANENT MARKING SHALL INDICATE INSERTION DEPTH AND ORIENTATION. 4. BRANCH PIPE SHALL CONFORM TO THE INNER CURVE OF THE PIPING MAIN. 5. MAIN MUST BE 1" OR LARGER. 6. BRANCH MUST BE 3/4" OR LARGER. BRANCH CONNECTIONS FROM HEADERS AND MAINS MAY BE CUT INTO BLACK STEEL PIPE USING FORGED WELD_ON FITTINGS. FORGED WELD-ON FITTINGS ARE LIMITED AS FOLLOWS: 1. MUST HAVE AT LEAST SAME PRESSURE RATING AS THE MAIN. 2. MAIN MUST BE 2_1/2" OR LARGER. 3. BRANCH LINE IS AT LEAST TWO PIPE SIZES UNDER MAIN SIZE. JOINING OF PIPE SOLDER JOINTS: MAKE UP JOINTS WITH 100% LEAD-FREE SOLDER, ASTM B32. CUT TUBING SO ENDS ARE PERFECTLY SQUARE AND REMOVE ALL BURRS INSIDE AND OUTSIDE. THOROUGHLY CLEAN SOCKETS OF FITTINGS AND ENDS OF TUBING TO REMOVE ALL OXIDE, DIRT AND GREASE JUST PRIOR TO SOLDERING. APPLY FLUX EVENLY, BUT SPARINGLY, OVER ALL SURFACES TO BE JOINED. HEAT JOINTS UNIFORMLY SO SOLDER WILL FLOW TO ALL MATED SURFACES. WIPE EXCESS SOLDER, LEAVING A UNIFORM FILLET AROUND CUP OF FITTING. FLUX SHALL BE NON_ACID TYPE. SOLDER END VALVES MAY BE INSTALLED DIRECTLY IN THE PIPING SYSTEM IF THE ENTIRE VALVE IS SUITABLE FOR USE WITH 470F MELTING POINT SOLDER. REMOVE DISCS AND SEALS DURING SOLDERING IF THEY ARE NOT SUITABLE FOR 470F. MECHANICAL PRESS CONNECTION: COPPER PRESS FITTING SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. FULLY INSERT TUBING INTO THE FITTING AND MARK TUBING. PRIOR TO MAKING CONNECTION, THE FITTING ALIGNMENT SHALL BE CHECKED AGAINST THE MARK MADE ON THE TUBE TO ENSURE THE TUBING IS FULLY ENGAGED IN THE FITTING. JOINT SHALL BE PRESSED WITH A TOOL APPROVED BY THE MANUFACTURER. INSTALLERS SHALL BE TRAINED BY MANUFACTURER PERSONNEL OR REPRESENTATIVE. PROVIDE DOCUMENTATION UPON REQUEST. COMPRESSION GASKET JOINTS _ SANITARY PIPE PIPE: JOINT SHALL BE ONE PIECE DOUBLE SEAL COMPRESSION TYPE GASKET MADE SPECIFICALLY FOR JOINING CAST IRON SOIL PIPE. GASKET SHALL BE NEOPRENE, PERMITTING JOINT TO FLEX AS MUCH AS 5 DEGREES WITHOUT LOSS OF SEAL. GASKET SHALL BE EXTRA HEAVY WEIGHT CLASS, CONFORMING TO ASTM C_564. 22 10 30 PLUMBING SPECIALTIES SECTION INCLUDES CLEANOUTS TRAPS TRAP SEALS WATER HAMMER ARRESTERS AND AIR CHAMBERS QUALITY ASSURANCE FOR EACH PRODUCT SPECIFIED, PROVIDE COMPONENTS BY SAME MANUFACTURER THROUGHOUT. CLEANOUTS PROVIDE CLEANOUTS AS SHOWN AND SPECIFIED ON THE DRAWINGS AS WELL AS REQUIRED BY CODE. COORDINATE FLOOR CLEANOUT COVER WITH SURROUNDING FLOOR FINISH. PROVIDE EITHER SOLID, RECESSED FOR TILE OR TERRAZZO OR CARPET MARKER AS APPLICABLE. CLEANOUTS ON EXPOSED PIPES SHALL BE CAST IRON WITH HEAVY DUTY CAST BRASS PLUG WITH RAISED HEAD. CLEANOUT SHALL BE SAME SIZE AS THE PIPE UP TO 6" AND 6" FOR LARGER PIPES. TRAPS PROVIDE ALL INDIVIDUAL CONNECTIONS TO THE SANITARY SYSTEM WITH P_TRAPS, EXCEPT WHERE SUCH DRAINS DISCHARGE DIRECTLY INTO A PROPERLY TRAPPED COLLECTION BASIN OR SUMP. UNLESS OTHERWISE SPECIFIED OR SHOWN, TRAPS SHALL BE: 1. CHROMIUM PLATED CAST BRASS WHEN USED WITH PLUMBING FIXTURES OR WHEN INSTALLED EXPOSED IN FINISHED SPACES. 2. INSULATED AT ACCESSIBLE LAVATORIES. 3. CAST IRON, DEEP-SEAL PATTERN WHERE CONCEALED ABOVE CEILING, BELOW GRADE OR IN UNFINISHED AREAS. 4. DEEP-SEAL PATTERN OF THE SAME MATERIAL AND/OR COATING WHERE DRAINAGE LINES ARE OF SPECIAL MATERIALS OR COATINGS SUCH AS POLYPROPYLENE, PVDF, CPVC, ETC. ALL TRAPS SHALL HAVE ACCESSIBLE, REMOVABLE CLEANOUTS, EXCEPT WHERE INSTALLED ON FLOOR DRAINS WITH REMOVABLE STRAINERS. EACH TRAP SHALL BE COMPLETELY FILLED WITH WATER AT THE END OF CONSTRUCTION BUT BEFORE BUILDING SPACE TURNOVER TO THE OWNER. WATER HAMMER ARRESTERS AND AIR CHAMBERS PROVIDE WATER HAMMER ARRESTERS AS SHOWN AND SPECIFIED ON THE DRAWINGS AS WELL AS REQUIRED BY CODE. ANSI A112.26.1; SIZED AND LOCATED IN ACCORDANCE WITH PDI WH_201, PRECHARGED FOR OPERATION BETWEEN -100F AND 300F AND MAXIMUM 250 PSIG WORKING PRESSURE. AIR CHAMBERS SHALL MEET THE REQUIREMENTS OF THE APPLICABLE PLUMBING CODE. MINIMUM 12”LONG AT FIXTURES AND MINIMUM 24”LONG ON RISERS. AIR CHAMBERS SHALL BE THE SAME SIZE OR LARGER THAN THE PIPING IT IS CONNECTED TO. INSTALLATION AND APPLICATION INSTALL ALL ITEMS PER MANUFACTURER'S INSTRUCTIONS. WATER HAMMER ARRESTERS AND AIR CHAMBERS: INSTALL WATER HAMMER ARRESTERS IN ACCESSIBLE LOCATIONS. PROVIDE ACCESS DOORS AS REQUIRED. COORDINATE TYPE WITH ARCHITECT/ENGINEER/OWNER. WATER HAMMER ARRESTORS SHALL BE INSTALLED IN COLD AND HOT WATER LINES UPSTREAM OF ALL PLUMBING FIXTURES OR EQUIPMENT, WITH A QUICK ACTING VALVE OR MULTIPLE QUICK ACTING VALVES. QUICK ACTING VALVES SHALL BE DEFINED AS SOLENOID ACTUATED VALVES, MANUAL FLUSH VALVES, SENSOR ACTIVATED FAUCETS AND FLUSH VALVES, SQUEEZE HANDLE SPRAY FAUCETS, AND OTHER SIMILAR TYPE VALVES. INSTALL AIR CHAMBERS AT EACH FIXTURE NOT PROTECTED BY A WATER HAMMER ARRESTER. CLEANOUTS: PROVIDE CLEANOUTS WHERE SHOWN ON THE DRAWINGS AND AS REQUIRED BY CODE, BUT IN NO CASE FARTHER APART THAN 50 FEET IN PIPE LESS THAN 6" SIZE AND 100 FEET APART IN 6”AND LARGER PIPES INSIDE THE BUILDING. PROVIDE CLEANOUTS AT BASES OF ALL SANITARY AND STORM RISERS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY CODE. EXTEND CLEANOUTS TO THE FLOOR WITH LONG SWEEP ELBOWS. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE THREADED CLEANOUT PLUGS WITH GRAPHITE AND LINSEED OIL. ENSURE CLEARANCE AT CLEANOUTS FOR RODDING OF DRAINAGE SYSTEM. WALL CLEANOUTS SHALL BE INSTALLED ABOVE THE FLOW LINE OF THE PIPE THEY SERVE, BUT NO LESS THAN 12”ABOVE THE FINISHED FLOOR. FLOOR DRAINS: COORDINATE SLOPING REQUIREMENTS WITH THE ARCHITECTURAL PLANS AND SPECIFICATIONS. 100% CDs 10/20/2023 FIRE PROTECTION ABBREVIATION KEY AD ACCESS DOOR BFP BACKFLOW PREVENTER N.C.NORMALLY CLOSED ABOVE FINISHED FLOORAFF NOT IN CONTRACTNIC NORMALLY OPENN.O. ABBR:DESCRIPTION: TYPICALTYP UNLESS OTHERWISE NOTEDUON I.E.INVERT ELEVATION SHORT CIRCUIT CURRENT RATINGSCCR PLAN OR DETAIL NUMBER PLAN OR DETAIL NAME PLAN OR DETAIL SCALE DETAIL REFERRED TO BY SECTION CUT SHEET DETAIL IS LOCATED ON NAME 1 VIEW NAME 1/8" = 1'-0" 1 M101 1 4 3 2 SIMSIM INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS LEVEL NAME 10'-0"HEIGHT ABOVE PROJECT 0'-0" 1 INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL NO R HT INDICATES DIRECTION OF TRUE NORTH VIEW KEY LINE TYPE AND TAG KEY: NEW WORK BY THIS CONTRACTOR (WIDE LINE) NEW EXISTING TO BE REMOVED (SHORT DASHED PATTERN) NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE) EXISTING EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN) EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE. 'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL T101 TEMPERATURE CONTROLS CONTRACTORT.C.C. CIVIL CONTRACTORC.C. FIRE PROTECTION CONTRACTORF.P.C. HEATING CONTRACTORH.C. PLUMBING CONTRACTORP.C. GENERAL CONTRACTORG.C. MECHANICAL CONTRACTORM.C. VENTILATION CONTRACTORV.C. ELECTRICAL CONTRACTORE.C. CONTRACTOR ABBREVIATION KEY ABBR:DESCRIPTION: CONSTRUCTION MANAGERC.M. FOOD SERVICE CONTRACTORF.S.C. MECHANICAL GENERAL NOTES: THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL. 1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC., AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT. 2. CATALOG AND MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE DESCRIPTION OF MATERIAL SCHEDULED ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL AND SCHEDULED PERFORMANCE TAKES PRECEDENCE OVER THE MODEL NUMBER. THE FIRST MANUFACTURER SCHEDULED IS THE BASIS OF DESIGN. 3. DETERMINATION OF QUANTITIES OF MATERIAL AND EQUIPMENT REQUIRED SHALL BE MADE BY THE CONTRACTOR FROM THE DOCUMENTS. WHERE MATERIAL AND/OR QUANTITY DISCREPANCIES ARISE BETWEEN DRAWINGS, SCHEDULES AND/OR SPECIFICATIONS, THE HIGHER QUALITY/ GREATER NUMBER SHALL GOVERN. 4. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES. 5. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS. 6. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS. 7. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS. 8. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN. 9. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS. 10. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH. 11. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING. 12. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE. 13. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS. 14. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT. 15. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC. 16. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES. 17. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6”IN FRONT OF ALL ELECTRICAL EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS. 18. MAINTAIN THE DEDICATED ELECTRICAL EQUIPMENT SPACE DEFINED BY THE WIDTH / DEPTH OF ELECTRICAL EQUIPMENT MEASURED FROM THE FLOOR TO A HEIGHT 6’-0”ABOVE THE EQUIPMENT OR THE STRUCTURAL CEILING, WHICHEVER IS LOWER. SYSTEMS FOREIGN TO THE ELECTRICAL DISTRIBUTION SYSTEM ARE NOT ALLOWED IN THE DEDICATED ELECTRICAL SPACE INCLUDING: DUCTWORK, PIPING, ETC. 19. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL EXTEND MINIMUM 6”BEYOND ALL SIDES OF EQUIPMENT. 20. DO NOT EXCEED 25 LBS PER HANGER AND A MINIMUM SPACING OF 2'-0" ON CENTER WHEN ATTACHING TO METAL ROOF DECKING (LIMITATION NOT REQUIRED WITH CONCRETE ON METAL DECK). THIS 25 LBS. LOAD AND 2'-0" SPACING INCLUDE ADJACENT ELECTRICAL AND ARCHITECTURAL ITEMS HANGING FROM DECK. IF THE HANGER RESTRICTIONS CANNOT BE ACHIEVED, SUPPLEMENTAL FRAMING OFF STEEL FRAMING SHALL BE ADDED. ANCHORS EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN ACCORDANCE WITH SPECIFICATIONS. MECHANICAL RENOVATION NOTES: THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL. 1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING. 2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK. 3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS. 4. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF THEIR WORK AND SHALL NOTIFY THE GENERAL CONTRACTOR PRIOR TO BIDDING IF OTHER UTILITIES ARE REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO THEIR AREA OF WORK. 5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS. CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING. 7. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK. 8. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT REMAIN ACTIVE. 9. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW SYSTEMS ARE INSTALLED. 10. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE. 11. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT THAT HAS BEEN REMOVED. 12. PROPERLY RECLAIM AND DISPOSE OF ALL REFRIGERANT IN REMOVED EQUIPMENT/ REFRIGERANT PIPING. RECLAIMED REFRIGERANT SHALL HAVE DOCUMENTATION AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT. 2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER IS THE BASIS OF DESIGN. 3. CENTER SPRINKLERS IN CEILING TILES IN BOTH DIRECTIONS IN ALL AREAS. IN AREAS WITH 2’X4’CEILING TILES CENTERING USING A 2’X2’CEILING PATTERN IS ACCEPTABLE. SPRINKLER HEADS SHALL BE ALIGNED WITH OTHER SPRINKLER HEADS, LIGHTING, DIFFUSERS, AND ANY OTHER FEATURES IN THE CEILING. 4. NEW SPRINKLERS SHALL BE QUICK RESPONSE TYPE, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL NOT MIX STANDARD RESPONSE SPRINKLERS WITH QUICK RESPONSE SPRINKLERS IN UNPARTITIONED SPACES. 5. THE FIRE PROTECTION SYSTEM SHALL BE DESIGNED TO MEET OWNER'S INSURANCE COMPANY STANDARDS WHERE APPLICABLE. THE MORE STRINGENT OF THE OWNER'S INSURANCE UNDERWRITER'S DESIGN CRITERIA AND THE NFPA STANDARDS SHALL BE USED. 6. ALL BUILDING AREA SHALL BE FULLY SPRINKLERED INCLUDING CANOPIES, WALKWAYS, OVERHANGS, SOFFITS, AND BUILDING PROJECTIONS. ALL ACCESSIBLE COMBUSTIBLE CONCEALED SPACES SHALL BE FULLY PROTECTED BY THE SPRINKLER SYSTEM. 7. FOLLOW STRUCTURAL DETAILS WHEN PENETRATING OR PASSING THROUGH STRUCTURAL ELEMENTS. ALTERNATE DESIGNS WILL NEED TO BE APPROVED THROUGH THE STRUCTURAL ENGINEER. 8. PROVIDE INTERMEDIATE TEMPERATURE SPRINKLER HEADS WHERE REQUIRED BY NFPA 13 UNLESS OTHERWISE NOTED. 9. FINAL HEAD LOCATION, TYPE AND FINISH SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT. 10. EXACT LOCATION OF THE ALL PANELS SHALL BE VERIFIED ON SITE AND COORDINATED WITH THE ELECTRICAL CONTRACTOR. 11. THE OWNER MUST BE NOTIFIED PRIOR TO EACH AND EVERY DRAINING OR RECHARGING OF THE SPRINKLER SYSTEM. 12. THE CONTRACTOR SHALL PREPARE A COORDINATED SET OF SHOP DRAWINGS AND SHALL OBTAIN APPROVAL FROM THE AUTHORITIES HAVING JURISDICTION AND THE LOCAL FIRE DEPARTMENT PRIOR TO ANY INSTALLATION. 13. DRAWINGS SHOW LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC. AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT. 14. VERIFY ALL DIMENSIONS AND CLEARANCES FROM ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES. FIRE PROTECTION GENERAL NOTES: BUILDING CODE:IBC 2018 (WITH WA STATE AMENDMENTS) FIRE CODE:IFC 2018 (WITH WA STATE AMENDMENTS) PLUMBING CODE:UPC 2018 (WITH WA STATE AMENDMENTS) MECHANICAL CODE:IMC 2018 (WITH WA STATE AMENDMENTS) ELECTRICAL CODE:NFPA 70 (NEC) 2020 EDITION (WITH WA STATE AMENDMENTS) LIFE SAFETY CODE:NFPA 101 2020 EDITION (WITH WA STATE AMENDMENTS) ENERGY CONSERVATION CODE:IECC 2021 (WITH WA STATE AMENDMENTS) HEALTH DEPARTMENT CODE:CURRENT EDITION LOCAL BUILDING CODE:CURRENT EDITION APPLICABLE CODES CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: INSTALL AN ESCUTCHEON AROUND PIPES EXPOSED IN FINISHED ROOMS. IN SUCH INSTANCES WHERE AN ESCUTCHEON IS REQUIRED AND THE PIPING IS INSULATED, INSTALL A PLASTIC JACKET EXTENDING 6" BEYOND THE WALL TO PROTECT INSULATION FROM DAMAGE FROM THE ESCUTCHEON. MAKE A SMOOTH ROUND OPENING IN WALL SLIGHTLY LARGER THAN OUTSIDE DIAMETER OF THE PIPE AND INSULATION. ADD A BEAD OF NON-HARDENING CAULK IN THE ANNULAR SPACE. NOTES: 1. THIS DETAIL APPLIES TO ALL PIPES. THE INTENTION IS TO CONTINUE THE INSULATION AND VAPOR BARRIER THROUGH ALL PENETRATIONS. PERMIT THERMAL EXPANSION WITHOUT DAMAGING INSULATION, AND TO SEAL AIRTIGHT AROUND INSULATED AND UNINSULATED PIPES FOR NOISE TRANSMISSION CONTROL. 2. SEE SPECIFICATION SECTION 21 05 03 -FIRE PROTECTION FOR ADDITIONAL INFORMATION. 3. FLOOR OPENINGS ARE SIMILAR, SEE SPECIFICATION SECTION 21 05 03 -FIRE PROTECTION FOR DIFFERENCES BETWEEN FLOOR AND WALL PENETRATIONS. FIRE SEALANT FIRE SEALANT NOTE 2 NOTE 3 PENETRATING ITEM NOTE 4 NOTE 3 NOTE 4 PENETRATING ITEM NOTE 2 NOTE 3 RATED WALL (CONSTRUCTION VARIES) RATED FLOOR (CONSTRUCTION VARIES) NOTES: 1. THIS GENERAL DETAIL APPLIES TO ALL ITEMS PENETRATING FIRE RATED WALLS OR FLOORS. THE INTENT IS TO MAINTAIN THE FIRE RATING AND TO ALLOW LONGITUDINAL MOVEMENT. REFER TO SPECIFICATION SECTION 21 05 03 -FIRE PROTECTION FOR SELECTION OF THROUGH PENETRATION FIRE STOPPING. 2. SCHEDULE 5 PIPE SLEEVE EMBEDDED IN WALL OR FLOOR, OR SMOOTH CORE DRILL. EACH CONTRACTOR FURNISHES SLEEVE TO G.C., COORDINATES SLEEVE LOCATIONS AND DEBURS SLEEVE. G.C. BUILDS SLEEVE INTO WALL OR FLOOR ALLOWING NO GAP AROUND SLEEVE. IF SLEEVE IS NOT PROVIDED WHEN WALL OR FLOOR IS BUILT, CONTRACTOR SHALL INSTALL SLEEVE. SLEEVE SIZE SHALL ALLOW ANNULAR SPACE REQUIRED BY THE SELECTED FIRE STOP SYSTEM. 3. INSTALL BACKING MATERIAL, SUCH AS MINERAL WOOL SAFING, AS REQUIRED FOR FIRE STOP SYSTEM. INSTALL IN ACCORDANCE WITH FIRE STOP SYSTEM APPLICATION LISTING. SECURE TO WALL OR FLOOR TO ALLOW LONGITUDINAL MOVEMENT OF PENETRATING ITEM WITHOUT MOVEMENT OF FIRE BARRIER. 4. WATERTIGHT WELDED 1"x1" 20 GAUGE MINIMUM GALVANIZED SHEET METAL ANGLE FRAME, BY CONTRACTOR IN EQUIPMENT ROOMS FOR WATER STOP. PLACE A BEAD OF WATERPROOF SEALANT BETWEEN FLOOR AND BOTTOM OF ANGLE FRAME. SECURE TO FLOOR WITH MASONRY ANCHORS IN CORNERS AND ON 12" MAXIMUM CENTERS. MULTIPLE PENETRATING ITEMS MAY BE ENCLOSED IN ONE FRAME. FIRE PROTECTION SYMBOL LIST SYMBOL:DESCRIPTION: NO HATCH LIGHT HAZARD ORDINARY GROUP 1 NOT ALL SYMBOLS MAY APPLY. AREA BOUNDARY N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING F000 FIRE PROTECTION COVERSHEET MRMSVV 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 NO SCALE FLOOR/WALL PENETRATION - RATED FIRE BARRIER4NO SCALE WALL PENETRATION - NON-FIRE RATED1 100% CDs 10/20/2023 GARAGE OFFICE STAIR EMPLOYEE LOUNGE JANITOR MECH MEDS ED OFFICE BOM OFFICE TLT. FILE KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR CORRIDOR CORRIDOR MC ACTIVITY MECH / ELEC JAN.OFFICE TOILET LOBBYRECEPTION ELEVATOR EMR STOR. AL DINING SERVER STATION PRIVATE DINING MC DINING COUNTRY KITCHEN TOILET VESTIBULE ELEVATOR WAITING OFFICE OFFICE OFFICE CORRIDOR CORRIDOR CORRIDOR UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 149 158 XXX XXX 126 122 124 125 123 128 137 141 145 XXX 139 138 118121 XXX XXX 120 134 133 132 135 136 159 117 119 118 148 146 BOUNDARY INDICATES SCOPE OF WORK. REMOVE ALL EXISTING SPRINKLERS IN AREAS WITH REMOVED CEILINGS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF REMOVED CEILINGS. BOUNDARY INDICATES SCOPE OF WORK. REMOVE ALL EXISTING SPRINKLERS IN AREAS WITH REMOVED CEILINGS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF REMOVED CEILINGS. EXISTING FP CONTROL VALVE CABINET. N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING F101 LEVEL 01 DEMOLITION PLAN - FIRE PROTECTION MRMSVV NO R HT 1/8" = 1'-0" LEVEL 01 DEMOLITION PLAN - FIRE PROTECTION1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 SHEET NOTES: 1. THESE PLANS ARE DIAGRAMATIC AND DO NOT FULLY REPRESENT THE EXTENT OF DEMOLITION WORK REQUIRED TO INSTALL NEW WORK. REFER TO ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF INCIDENTAL DEMOLITION WORK NOT INDICATED ON THE PLAN. 2. COORDINATE ANY SHUTDOWNS OF EXISTING SYSTEM OR EQUIPMENT WITH OWNER. PERFORM SHUTDOWNS AT A SCHEDULED TIME AS TO MINIMIZE THE DISRUPTION OF BUILDING OPERATIONS. 3. CAP ALL THE OPEN ENDED PIPING. DO NOT LEAVE ANY ABANDONED PIPING AND IT'S ASSOCIATED HANGERS AND SUPPORTS IN THE AREA OF WORK. 4. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR RECONFIGURING THE EXISTING SPRINKLER ZONE WITHIN THE AREA OF SCOPE AS REQUIRED FOR COORDINATION WITH OTHER TRADES. THIS INCLUDES, BUT IS NOT LIMITED TO, SPACE LAYOUT CHANGES AND COORDINATION WITH TRADES BOTH ABOVE AND BELOW THE CEILING. EXISTING BRANCH LINES MAY BE REUSED IF SIZED PROPERLY PER CONTRACTOR'S HYDRAULIC CALCULATIONS AND LOCATED PROPERLY FOR COORDINATION WITH OTHER TRADE WORK. 5. DURING CONSTRUCTION, AREA SHOULD BE REMAIN PROTECTED BY NEW TEMPORARY SPRINKLERS UP TO DECK WHERE CEILING IS REMOVED FOR CONSTRUCTION. SIMPLY ROTATING THE SPRINKLERS UP IS NOT ACCEPTABLE. REFER TO NFPA 13 FOR FURTHER REQUIREMENTS. REFER TO 4/F000 FOR TEMPORARY SPRINKLER DETAIL (TYP.) 100% CDs 10/20/2023 UNIT CORRIDOR ACTIVITY CLOSET ELEVATOR LINEN TLT. LAUNDRY MECH / ELEC JANITOR STAIR CORRIDOR CORRIDOR CORRIDOR CORRIDOR UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT 228 232 233 236 238 S4 229 241 237 239 BOUNDARY INDICATES SCOPE OF WORK. REMOVE ALL EXISTING SPRINKLERS IN AREAS WITH REMOVED CEILINGS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF REMOVED CEILINGS. N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING F102 LEVEL 02 DEMOLITION PLAN - FIRE PROTECTION MRMSVV NO R HT 1/8" = 1'-0" LEVEL 02 DEMOLITION PLAN - FIRE PROTECTION1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 SHEET NOTES: 1. THESE PLANS ARE DIAGRAMATIC AND DO NOT FULLY REPRESENT THE EXTENT OF DEMOLITION WORK REQUIRED TO INSTALL NEW WORK. REFER TO ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF INCIDENTAL DEMOLITION WORK NOT INDICATED ON THE PLAN. 2. COORDINATE ANY SHUTDOWNS OF EXISTING SYSTEM OR EQUIPMENT WITH OWNER. PERFORM SHUTDOWNS AT A SCHEDULED TIME AS TO MINIMIZE THE DISRUPTION OF BUILDING OPERATIONS. 3. CAP ALL THE OPEN ENDED PIPING. DO NOT LEAVE ANY ABANDONED PIPING AND IT'S ASSOCIATED HANGERS AND SUPPORTS IN THE AREA OF WORK. 4. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR RECONFIGURING THE EXISTING SPRINKLER ZONE WITHIN THE AREA OF SCOPE AS REQUIRED FOR COORDINATION WITH OTHER TRADES. THIS INCLUDES, BUT IS NOT LIMITED TO, SPACE LAYOUT CHANGES AND COORDINATION WITH TRADES BOTH ABOVE AND BELOW THE CEILING. EXISTING BRANCH LINES MAY BE REUSED IF SIZED PROPERLY PER CONTRACTOR'S HYDRAULIC CALCULATIONS AND LOCATED PROPERLY FOR COORDINATION WITH OTHER TRADE WORK. 5. DURING CONSTRUCTION, AREA SHOULD BE REMAIN PROTECTED BY NEW TEMPORARY SPRINKLERS UP TO DECK WHERE CEILING IS REMOVED FOR CONSTRUCTION. SIMPLY ROTATING THE SPRINKLERS UP IS NOT ACCEPTABLE. REFER TO NFPA 13 FOR FURTHER REQUIREMENTS. REFER TO 4/F000 FOR TEMPORARY SPRINKLER DETAIL (TYP.) 100% CDs 10/20/2023 COUNTRY KITCHEN GARAGE OFFICE STAIR EMPLOYEE LOUNGE JANITOR MECH TLT. KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR CORRIDOR CORRIDOR MC ACTIVITY MECH / ELEC JAN.OFFICE TOILET LOBBYRECEPTION ELEVATOR EMR STOR. AL DINING SERVER STATION PRIVATE DINING MC DINING TOILET VESTIBULE ELEVATOR WAITING OFFICE OFFICE OFFICE CORRIDOR CORRIDOR CORRIDOR UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT MEDS ED OFFICE BOM OFFICE COPY CALMING SPACE COUNTRY KITCHEN SALES MC LIVING 136 149 158 XXX XXX 125 128 137 141 145 XXX 139 138 118121 XXX XXX 120 134 133 132 135 159 117 119 118 148 146 126 124 122 123 138 136 127 137 BOUNDARY INDICATES SCOPE OF WORK. PROVIDE ALL NEW SPRINKLERS IN AREAS WITH NEW OR REVISED CEILINGS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF NEW CEILINGS. BOUNDARY INDICATES SCOPE OF WORK. PROVIDE ALL NEW SPRINKLERS IN AREAS WITH NEW OR REVISED CEILINGS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF NEW CEILINGS. EXISTING FP CONTROL VALVE CABINET. N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING F201 LEVEL 01 PLAN - FIRE PROTECTION MRMSVV NO R HT 1/8" = 1'-0" LEVEL 01 PLAN - FIRE PROTECTION1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 SHEET NOTES: 1. RECONFIGURE EXISTING SPRINKLER COVERAGE PER NFPA 13. PROVIDE NEW SPRINKLERS, BRANCH PIPING AND SUPPORTS AS NECESSARY. 2. REFER TO FIRE SPRINKLER USAGE SCHEDULE ON SHEET F000 FOR TYPES OF SPRINKLERS. 3. PROVIDE LIGHT AND ORDINARY HAZARD SPRINKLER COVERAGE IN THE AREA OF WORK AS INDICATED. ALL WORK SHALL BE PER NFPA 13. 4. SPRINKLER MAINS SHOWN ON EXISTING SCOPE ARE FOR REFERNCE ONLY. CONTRACTOR SHALL VERIFY IN FIELD. 5. PROVIDE SPRINKLER COVERAGE AS PER NFPA 13 AT CEILING ELEVATION CHANGES. REFER TO ARCHITECTURAL RCP FOR CEILING ELEVATION CHANGES. 6. PATCH THE PENETRATIONS ON ALL THE NEW AND EXISTING WALLS. 7. REFER TO 1/F000 FOR PIPE THROUGH NON-FIRE RATED WALL DETAIL. 8. REFER TO 4/F000 FOR PIPE THROUGH RATED BARRIER PENETRATION DETAIL. KEYNOTES: 1. CONTRACTOR TO IDENTIFY FOR ANY CONFLICTS OF THE EXISTING SPRINKLER BRANCH PIPING WITH THE NEW WALLS IN FIELD. IF ANY CONFLICTS OCCUR, CONTRACTOR SHALL DEMOLISH AND REROUTE THE SPRINKLER PIPING AS NECESSARY PER NFPA 13. 2. IF TEMPORARY SPRINKLERS ARE REQUIRED, CONTRACTOR SHALL TURN DOWN SPRINKLER PIPING AND PROVIDE NEW CONCEALED SPRINKLER AS NECESSARY. IF SCOPE OF WORK IS NOT REQUIRED, A CREDIT SHALL BE PROVIDED TO THE OWNER. # 100% CDs 10/20/2023 UNIT CORRIDOR ACTIVITY ELEVATOR LINEN TLT. LAUNDRY MECH / ELEC JANITOR STAIR CORRIDOR CORRIDOR CORRIDOR CORRIDOR UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT STORAGE CLOSET 228 232 236 238 S4 229 241 237 239 232A 233 BOUNDARY INDICATES SCOPE OF WORK. PROVIDE ALL NEW SPRINKLERS IN AREAS WITH NEW OR REVISED CEILINGS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF NEW CEILINGS. N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING F202 LEVEL 02 PLAN - FIRE PROTECTION MRMSVV NO R HT 1/8" = 1'-0" LEVEL 02 PLAN - FIRE PROTECTION1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 SHEET NOTES: 1. RECONFIGURE EXISTING SPRINKLER COVERAGE PER NFPA 13. PROVIDE NEW SPRINKLERS, BRANCH PIPING AND SUPPORTS AS NECESSARY. 2. REFER TO FIRE SPRINKLER USAGE SCHEDULE ON SHEET F000 FOR TYPES OF SPRINKLERS. 3. PROVIDE LIGHT AND ORDINARY HAZARD SPRINKLER COVERAGE IN THE AREA OF WORK AS INDICATED. ALL WORK SHALL BE PER NFPA 13. 4. SPRINKLER MAINS SHOWN ON EXISTING SCOPE ARE FOR REFERNCE ONLY. CONTRACTOR SHALL VERIFY IN FIELD. 5. PROVIDE SPRINKLER COVERAGE AS PER NFPA 13 AT CEILING ELEVATION CHANGES. REFER TO ARCHITECTURAL RCP FOR CEILING ELEVATION CHANGES. 6. PATCH THE PENETRATIONS ON ALL THE NEW AND EXISTING WALLS. 7. REFER TO 1/F000 FOR PIPE THROUGH NON-FIRE RATED WALL DETAIL. 8. REFER TO 4/F000 FOR PIPE THROUGH RATED BARRIER PENETRATION DETAIL. KEYNOTES: 1. CONTRACTOR TO IDENTIFY FOR ANY CONFLICTS OF THE EXISTING SPRINKLER BRANCH PIPING WITH THE NEW WALLS IN FIELD. IF ANY CONFLICTS OCCUR, CONTRACTOR SHALL DEMOLISH AND REROUTE THE SPRINKLER PIPING AS NECESSARY PER NFPA 13. 2. IF TEMPORARY SPRINKLERS ARE REQUIRED, CONTRACTOR SHALL TURN DOWN SPRINKLER PIPING AND PROVIDE NEW CONCEALED SPRINKLER AS NECESSARY. IF SCOPE OF WORK IS NOT REQUIRED, A CREDIT SHALL BE PROVIDED TO THE OWNER. # 100% CDs 10/20/2023 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING F700 FIRE PROTECTION SPECIFICATIONS MRMSVV 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 21 05 00 BASIC MECHANICAL REQUIREMENTS SCOPE OF WORK THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW MATERIALS AS INDICATED ON THE DRAWINGS, AND/OR IN THESE SPECIFICATIONS, AND ALL ITEMS REQUIRED TO MAKE ASSOCIATED PORTION OF THE MECHANICAL WORK A FINISHED AND WORKING SYSTEM. ALL WORK THAT WILL PRODUCE EXCESSIVE NOISE OR INTERFERENCE WITH NORMAL BUILDING OPERATIONS, AS DETERMINED BY THE OWNER/LANDLORD, SHALL BE SCHEDULED WITH THE OWNER/LANDLORD. IT MAY BE NECESSARY TO SCHEDULE SUCH WORK DURING UNOCCUPIED HOURS. THE OWNER/LANDLORD RESERVES THE RIGHT TO DETERMINE WHEN RESTRICTED CONSTRUCTION HOURS WILL BE REQUIRED. CONTRACTOR SHALL COORDINATE WITH THE LANDLORD DURING THE BIDDING PROCESS. ALL CONTRACTORS SHALL ESTABLISH UTILITY ELEVATIONS PRIOR TO FABRICATION AND SHALL COORDINATE THEIR MATERIAL AND EQUIPMENT WITH OTHER TRADES. THE MECHANICAL CONTRACTOR (FIRE PROTECTION/PLUMBING/HVAC/TEMPERATURE CONTROLS CONTRACTOR) SHALL: • BE RESPONSIBLE FOR ALL WIRING NOT SHOWN ON ELECTRICAL DRAWINGS BUT REQUIRED FOR MECHANICAL SYSTEMS. • VERIFY ALL EXISTING EQUIPMENT SIZES AND CAPACITIES WHERE UNITS ARE TO BE MODIFIED, MOVED, OR REPLACED. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING NEW UNITS OR REPLACEMENT UNITS. QUALITY ASSURANCE THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING COMPLETE AND OPERATING SYSTEMS. THE CONTRACTOR ACKNOWLEDGES AND UNDERSTANDS THAT THE CONTRACT DOCUMENTS ARE A TWO-DIMENSIONAL REPRESENTATION OF A THREE-DIMENSIONAL OBJECT, SUBJECT TO HUMAN INTERPRETATION. THIS REPRESENTATION MAY INCLUDE IMPERFECT DATA, INTERPRETED CODES, UTILITY GUIDELINES, THREE-DIMENSIONAL CONFLICTS, AND REQUIRED FIELD COORDINATION ITEMS. SUCH DEFICIENCIES CAN BE CORRECTED WHEN IDENTIFIED PRIOR TO ORDERING MATERIAL AND STARTING INSTALLATION. THE CONTRACTOR AGREES TO CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE DESIGN TEAM ANY DEFICIENCIES THE CONTRACTOR MAY DISCOVER. THE CONTRACTOR FURTHER AGREES TO REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND REPORT AT ONCE ANY DEFICIENCIES DISCOVERED. THE CONTRACTOR SHALL RESOLVE ALL REPORTED DEFICIENCIES WITH THE ARCHITECT/ENGINEER PRIOR TO AWARDING ANY SUBCONTRACTS, ORDERING MATERIAL, OR STARTING ANY WORK WITH THE CONTRACTOR'S OWN EMPLOYEES. ANY WORK PERFORMED PRIOR TO RECEIPT OF INSTRUCTIONS FROM THE DESIGN TEAM WILL BE DONE AT THE CONTRACTOR'S RISK. ONLY PRODUCTS OF REPUTABLE MANUFACTURERS ARE ACCEPTABLE. ALL CONTRACTORS AND SUBCONTRACTORS SHALL EMPLOY ONLY WORKERS SKILLED IN THEIR TRADES. CONSTRUCTION DRAWINGS FOR THIS PROJECT HAVE BEEN PREPARED UTILIZING AUTOCAD MEP. CONTRACTORS AND SUBCONTRACTORS MAY REQUEST ELECTRONIC MEDIA FILES OF THE CONTRACT DRAWINGS. THE ELECTRONIC CONTRACT DOCUMENTS CAN BE USED FOR PREPARATION OF SHOP DRAWINGS AND AS-BUILT DRAWINGS ONLY. THE INFORMATION MAY NOT BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT. CODES AND STANDARDS CONFORM TO ALL REQUIREMENTS OF THE CITY OF ARLINGTON, WA CODES, LAWS, ORDINANCES AND OTHER REGULATIONS HAVING JURISDICTION. CONFORM TO ALL WASHINGTON STATE CODES. IF THE CONTRACTOR NOTES, AT THE TIME OF BIDDING, THAT ANY PARTS OF THE DRAWINGS OR SPECIFICATIONS DO NOT COMPLY WITH THE CODES OR REGULATIONS, CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER IN WRITING, REQUESTING A CLARIFICATION. IF THERE IS INSUFFICIENT TIME FOR THIS PROCEDURE, CONTRACTOR SHALL SUBMIT WITH THE PROPOSAL A SEPARATE PRICE TO MAKE THE SYSTEM COMPLY WITH THE CODES AND REGULATIONS. ALL CHANGES TO THE SYSTEM MADE AFTER LETTING OF THE CONTRACT, TO COMPLY WITH CODES OR REQUIREMENTS OF INSPECTORS, SHALL BE MADE BY THE CONTRACTOR WITHOUT COST TO THE OWNER. IF THERE IS A DISCREPANCY BETWEEN MANUFACTURER'S RECOMMENDATIONS AND THESE SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. PERMITS AND FEES PROCURE ALL APPLICABLE PERMITS AND LICENSES. ABIDE BY LOCAL AND STATE LAWS, REGULATIONS, AND ORDINANCES. PAY ALL CHARGES FOR PERMITS OR LICENSES. PAY ALL FEES AND TAXES IMPOSED BY STATE, MUNICIPAL, AND OTHER REGULATORY BODIES. PAY ALL CHARGES ARISING OUT OF REQUIRED INSPECTIONS BY AN AUTHORIZED BODY. PAY ALL CHARGES ARISING OUT OF REQUIRED CONTRACT DOCUMENT REVIEWS ASSOCIATED WITH THE PROJECT AND AS INITIATED BY THE OWNER OR AUTHORIZED AGENCY/CONSULTANT. WHERE APPLICABLE, ALL FIXTURES, EQUIPMENT AND MATERIALS SHALL BE LISTED BY UNDERWRITER'S LABORATORIES, INC. SUBMITTALS SUBMITTALS SHALL BE REQUIRED WHERE REQUIRED IN THE SPECIFICATIONS OR ON THE DRAWINGS. THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF EACH SHOP DRAWING FOR REVIEW BY THE ARCHITECT/ENGINEER BEFORE RELEASING ANY EQUIPMENT FOR MANUFACTURE OR SHIPMENT. THE CONTRACTOR SHALL THOROUGHLY REVIEW AND APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTING THEM TO THE ARCHITECT/ENGINEER. CONTRACTOR SHALL CLEARLY MARK ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS ON ALL SUBMITTALS. ASSEMBLE ALL SUBMITTALS IN SETS BASED ON APPLICABLE SPECIFICATION SECTION. ALL SETS SHALL BE IDENTICAL AND CONTAIN AN INDEX OF THE ITEMS ENCLOSED WITH A GENERAL TOPIC DESCRIPTION ON THE COVER. WHERE MORE THAN ONE MODEL IS SHOWN ON A MANUFACTURER'S SHEET, CLEARLY INDICATE EXACTLY WHICH ITEM AND WHICH DATA IS RELEVANT TO THE WORK. REFER TO SUBSECTIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. PRODUCT DELIVERY, STORAGE, AND HANDLING EXERCISE CARE IN TRANSPORTING AND HANDLING TO AVOID DAMAGE TO MATERIALS. STORE MATERIALS ON THE SITE TO PREVENT DAMAGE. KEEP MATERIALS CLEAN, DRY AND FREE FROM HARMFUL CONDITIONS. IMMEDIATELY REMOVE ANY MATERIALS THAT BECOME WET OR THAT ARE SUSPECTED OF BECOMING CONTAMINATED WITH MOLD OR OTHER ORGANISMS. KEEP ALL BEARINGS PROPERLY LUBRICATED AND ALL BELTS PROPERLY TENSIONED AND ALIGNED. COORDINATE THE INSTALLATION OF HEAVY AND LARGE EQUIPMENT WITH THE GENERAL CONTRACTOR AND/OR OWNER. IF THE MECHANICAL CONTRACTOR DOES NOT HAVE PRIOR DOCUMENTED EXPERIENCE IN RIGGING AND LIFTING SIMILAR EQUIPMENT, HE/SHE SHALL CONTRACT WITH A QUALIFIED LIFTING AND RIGGING SERVICE THAT HAS SIMILAR DOCUMENTED EXPERIENCE. FOLLOW ALL EQUIPMENT LIFTING AND SUPPORT GUIDELINES FOR HANDLING AND MOVING. CONTRACTOR IS RESPONSIBLE FOR MOVING EQUIPMENT INTO THE BUILDING AND/OR SITE. CONTRACTOR SHALL REVIEW SITE PRIOR TO BID FOR PATH LOCATION AND ANY REQUIRED BUILDING MODIFICATIONS TO ALLOW MOVEMENT OF EQUIPMENT. CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH OTHER TRADES. WARRANTY PROVIDE MINIMUM ONE-YEAR WARRANTY COMMENCING ON DATE OF FINAL ACCEPTANCE FOR ALL FIXTURES, EQUIPMENT, MATERIALS, AND WORKMANSHIP. WARRANTY REQUIREMENTS SHALL EXTEND TO CORRECTION, WITHOUT COST TO OWNER, OF ALL WORK FOUND TO BE DEFECTIVE OR NONCONFORMING TO THE CONTRACT DOCUMENTS. REFER TO SUBSECTIONS FOR ADDITIONAL WARRANTY REQUIREMENTS. MATERIAL SUBSTITUTION WHERE SEVERAL MANUFACTURERS' NAMES ARE GIVEN, THE MANUFACTURER FOR WHICH A CATALOG NUMBER IS GIVEN IS THE BASIS OF DESIGN AND ESTABLISHES THE QUALITY REQUIRED. EQUIVALENT EQUIPMENT MANUFACTURED BY THE OTHER NAMED MANUFACTURERS MAY BE USED. CONTRACTOR SHALL ENSURE THAT ALL ITEMS SUBMITTED BY THESE OTHER MANUFACTURERS MEET ALL REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, AND FIT IN THE ALLOCATED SPACE. THE ARCHITECT/ENGINEER SHALL MAKE THE FINAL DETERMINATION OF WHETHER A PRODUCT IS EQUIVALENT. ANY MATERIAL, ARTICLE OR EQUIPMENT OF OTHER UNNAMED MANUFACTURERS WHICH WILL ADEQUATELY PERFORM THE SERVICES AND DUTIES IMPOSED BY THE DESIGN AND IS OF A QUALITY EQUAL TO OR BETTER THAN THE EQUIPMENT IDENTIFIED BY THE DRAWINGS MAY BE USED IF APPROVAL IS SECURED IN WRITING FROM THE ARCHITECT/ENGINEER VIA ADDENDUM. EXCAVATION, FILL, BACKFILL, COMPACTION UNDERGROUND PIPE SHALL BE LAID IN DRY TRENCHES MAINTAINED FREE OF ACCUMULATED WATER ON A BED OF CA6 FILL. BACKFILL MATERIAL SHALL BE FREE OF ROCK OR GRAVEL LARGER THAN 3”IN ANY DIMENSION AND SHALL BE FREE OF DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, HIGH VOID CONTENT, AND OTHER DELETERIOUS MATERIALS. PROVIDE AND OPERATE SUFFICIENT PUMPING EQUIPMENT TO MAINTAIN EXCAVATIONS, TRENCHES, AND PITS FREE OF WATER. DISPOSE OF PUMPED WATER SO OPERATION AREAS AND OTHER FACILITIES ARE NOT FLOODED. OBSERVATION OF WORK THE CONTRACTOR SHALL PROVIDE FOURTEEN (14) CALENDAR DAYS' NOTICE TO THE ARCHITECT/ENGINEER PRIOR TO COVERING INTERIOR PARTITIONS AND CHASES AND INSTALLING HARD OR SUSPENDED CEILINGS AND SOFFITS. ALL WORK ABOVE THE CEILINGS MUST BE COMPLETE PRIOR TO THE ARCHITECT/ENGINEER'S REVIEW. IN ORDER TO PREVENT THE FINAL JOBSITE OBSERVATION FROM OCCURRING TOO EARLY, THE CONTRACTOR SHALL REVIEW THE COMPLETION STATUS OF THE PROJECT AND CERTIFY IN WRITING THAT THE JOB IS READY FOR THE FINAL JOBSITE OBSERVATION. PROJECT CLOSEOUT SUBMIT THE FOLLOWING: OPERATION AND MAINTENANCE MANUALS INCLUDING BOUND COPIES OF APPROVED SHOP DRAWINGS, RECORD DOCUMENTS INCLUDING REPRODUCIBLE DRAWINGS COMPLETED IN REVIT, SPARE PARTS AND EXTRA MATERIALS IN QUANTITIES SPECIFIED IN THESE SPECIFICATIONS. OPERATION AND MAINTENANCE MANUALS SUBMIT AN ELECTRONIC COPY OF THE O&M MANUALS TO THE OWNER. OPERATION AND MAINTENANCE DATA SHALL CONSIST OF WRITTEN INSTRUCTIONS FOR THE CARE, MAINTENANCE, AND OPERATION OF THE EQUIPMENT AND SYSTEMS. INSTRUCTION BOOKS, CARDS, MANUALS FURNISHED WITH THE EQUIPMENT SHALL BE INCLUDED. ALL TEXT SHALL BE SEARCHABLE AND BOOKMARKS SHALL BE USED, DIVIDING INFORMATION BY SPECIFICATION SECTION. RECORD DOCUMENTS MAINTAIN AT THE JOB SITE A SEPARATE AND COMPLETE SET OF MECHANICAL DRAWINGS AND SPECIFICATIONS WITH ALL CHANGES MADE TO THE SYSTEMS CLEARLY AND PERMANENTLY MARKED IN COMPLETE DETAIL. MARK DRAWINGS TO INDICATE APPROVED SUBSTITUTIONS; CHANGE ORDERS, AND ACTUAL EQUIPMENT AND MATERIALS USED. ALL CHANGE ORDERS, RFI RESPONSES, CLARIFICATIONS AND OTHER SUPPLEMENTAL INSTRUCTIONS SHALL BE MARKED ON THE DOCUMENTS. RECORD DOCUMENTS THAT MERELY REFERENCE THE EXISTENCE OF THE ABOVE ITEMS ARE NOT ACCEPTABLE. RECORD CHANGES DAILY AND KEEP THE MARKED DRAWINGS AVAILABLE FOR THE ARCHITECT/ENGINEER'S EXAMINATION AT ANY NORMAL WORK TIME. UPON COMPLETING THE JOB, AND BEFORE FINAL PAYMENT IS MADE, PROVIDE REPRODUCIBLE DRAWINGS COMPLETED IN AUTOCAD TO THE ARCHITECT/ENGINEER. CLEANING THOROUGHLY CLEAN ALL EQUIPMENT AND SYSTEMS PRIOR TO THE OWNER'S FINAL ACCEPTANCE OF THE PROJECT. CLEAN ALL FOREIGN PAINT, GREASE, OIL, DIRT, LABELS, STICKERS, ETC. FROM ALL EQUIPMENT. REMOVE ALL RUBBISH, DEBRIS, ETC., ACCUMULATED DURING CONSTRUCTION FROM THE PREMISES. 21 05 03 THROUGH PENETRATION FIRESTOPPING INSTALLER QUALITY ASSURANCE INDIVIDUALS PERFORMING WORK SHALL BE CERTIFIED BY THE MANUFACTURER OF THE SYSTEM SELECTED FOR INSTALLATION. FOR RENOVATION PROJECTS, INSTALLER SHALL COORDINATE WITH BUILDING ENGINEER AND BUILDING STANDARDS TO MATCH MAKE/MODEL OF FIRESTOPPING USED THROUGHOUT BUILDING. WARRANTY PROVIDE ONE YEAR WARRANTY ON PARTS AND LABOR. WARRANTY SHALL COVER REPAIR OR REPLACEMENT OF FIRESTOP SYSTEMS WHICH FAIL IN JOINT ADHESION, COHESION, ABRASION RESISTANCE, WEATHER RESISTANCE, EXTRUSION RESISTANCE, MIGRATION RESISTANCE, STAIN RESISTANCE, GENERAL DURABILITY, OR APPEAR TO DETERIORATE IN ANY MANNER NOT CLEARLY SPECIFIED BY THE MANUFACTURER AS AN INHERENT QUALITY OF THE MATERIAL. DELIVERY, STORAGE, AND HANDLING STORE, PROTECT AND HANDLE PRODUCTS ON SITE. ACCEPT MATERIAL ON SITE IN FACTORY CONTAINERS AND PACKING. INSPECT FOR DAMAGE. PROTECT FROM DETERIORATION OR DAMAGE DUE TO MOISTURE, TEMPERATURE CHANGES, CONTAMINANTS, OR OTHER CAUSES. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR STORAGE. INSTALL MATERIAL PRIOR TO EXPIRATION OF PRODUCT SHELF LIFE. PERFORMANCE REQUIREMENTS FOR PENETRATIONS THROUGH THE FOLLOWING FIRE-RESISTANCE-RATED CONSTRUCTIONS, INCLUDING BOTH EMPTY OPENINGS AND OPENINGS CONTAINING PENETRATING ITEMS, PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS THAT ARE PRODUCED AND INSTALLED TO RESIST SPREAD OF FIRE ACCORDING TO REQUIREMENTS INDICATED, RESIST PASSAGE OF SMOKE AND OTHER GASES, AND MAINTAIN ORIGINAL FIRE-RESISTANCE RATING OF CONSTRUCTION PENETRATED. 1. FIRE-RESISTANCE-RATED WALLS INCLUDING FIRE PARTITIONS, FIRE BARRIERS, AND SMOKE BARRIERS. 2. FIRE-RESISTANCE-RATED HORIZONTAL ASSEMBLIES INCLUDING FLOORS, FLOOR/CEILING ASSEMBLIES, AND CEILING MEMBRANES OF ROOF/CEILING ASSEMBLIES. RATED SYSTEMS: PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS WITH THE FOLLOWING RATINGS DETERMINED PER UL 1479: 1. F-RATED SYSTEMS: PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS WITH F-RATINGS INDICATED, BUT NOT LESS THAN THAT EQUALING OR EXCEEDING FIRE-RESISTANCE RATING OF CONSTRUCTIONS PENETRATED. 2. T-RATED SYSTEMS: FOR THE FOLLOWING CONDITIONS, PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS WITH T- RATINGS INDICATED, AS WELL AS F-RATINGS: a. FLOOR PENETRATIONS LOCATED OUTSIDE WALL CAVITIES. b. FLOOR PENETRATIONS LOCATED OUTSIDE FIRE-RESISTANCE-RATED SHAFT ENCLOSURES. FOR THROUGH-PENETRATION FIRESTOP SYSTEMS EXPOSED TO LIGHT, TRAFFIC, MOISTURE, OR PHYSICAL DAMAGE, PROVIDE PRODUCTS THAT, AFTER CURING, DO NOT DETERIORATE WHEN EXPOSED TO THESE CONDITIONS BOTH DURING AND AFTER CONSTRUCTION. FOR THROUGH-PENETRATION FIRESTOP SYSTEMS EXPOSED TO VIEW, PROVIDE PRODUCTS WITH FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, AS DETERMINED PER ASTM E 84. MANUFACTURERS PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE THROUGH-PENETRATION FIRESTOP SYSTEMS INDICATED FOR EACH APPLICATION THAT ARE PRODUCED BY ONE OF THE FOLLOWING MANUFACTURERS. ALL FIRESTOPPING SYSTEMS INSTALLED SHALL BE PROVIDED BY A SINGLE MANUFACTURER. 1. 3M; FIRE PROTECTION PRODUCTS DIVISION. 2. HILTI, INC. 3. RECTORSEAL CORPORATION, METACAULK. 4. TREMCO; SEALANT/WEATHERPROOFING DIVISION. 5. JOHNS-MANVILLE. 6. SPECIFIED TECHNOLOGIES INC. (S.T.I.) 7. SPEC SEAL FIRESTOP PRODUCTS 8. AD FIREBARRIER PROTECTION SYSTEMS THROUGH PENETRATION FIRESTOP SYSTEMS PROVIDE MATERIALS AND SYSTEMS CLASSIFIED BY OR LISTED BY WARNOCK HERSEY TO PROVIDE FIRESTOPPING EQUAL TO TIME RATING OF CONSTRUCTION BEING PENETRATED. ALL FIRESTOPPING MATERIALS SHALL BE FREE OF ASBESTOS, LEAD, PCB'S, AND OTHER MATERIALS THAT WOULD REQUIRE HAZARDOUS WASTE REMOVAL. FIRESTOPPING SHALL BE FLEXIBLE TO ALLOW FOR NORMAL PENETRATING ITEM MOVEMENT DUE TO EXPANSION AND CONTRACTION. FIRESTOPPING SYSTEMS FOR PLUMBING AND WET PIPE SPRINKLER PIPING SHALL BE MOISTURE RESISTANT. PROVIDE FIRESTOPPING SYSTEMS CAPABLE OF SUPPORTING FLOOR LOADS WHERE SYSTEMS ARE EXPOSED TO POSSIBLE FLOOR LOADING OR TRAFFIC. PROVIDE FIRESTOPPING SYSTEMS ALLOWING CONTINUOUS INSULATION FOR ALL INSULATED PIPES. PROVIDE FIRESTOPPING SYSTEMS CLASSIFIED BY UL OR LISTED BY WARNOCK HERSEY FOR PENETRATIONS THROUGH ALL FIRE RATED CONSTRUCTION. FIRESTOPPING SYSTEMS SHALL BE SELECTED FROM THE UL OR LISTED BY WARNOCK HERSEY FIRE RESISTANCE DIRECTORY CATEGORY XHEZ BASED ON SUBSTRATE CONSTRUCTION AND PENETRATING ITEM SIZE AND MATERIAL AND SHALL FALL WITHIN THE RANGE OF NUMBERS LISTED: 1. NON-COMBUSTIBLE FRAMED WALLS -1 OR 2 HOUR RATED F RATING = WALL RATING T RATING = 0 L RATING = PENETRATING ITEM UL SYSTEM NO. NO PENETRATING ITEM WL 0000-0999* METALLIC PIPE OR CONDUIT WL 1000-1999 NON-METALLIC PIPE OR CONDUIT WL 2000-2999 ELECTRICAL CABLES WL 3000-3999 CABLE TRAYS WL 4000-4999 INSULATED PIPES WL 5000-5999 BUS DUCT AND MISC. ELECTRICAL WL 6000-6999 DUCT WITHOUT DAMPER AND MISC. MECHANICAL WL 7000-7999 MULTIPLE PENETRATIONS WL 8000-8999 2. CONCRETE OR MASONRY FLOORS AND WALLS -1 OR 2 HOUR RATED F RATING = WALL/FLOOR RATING T RATING (WALLS) = 0 OR WALL RATING T RATING (FLOORS) = FLOOR RATING L RATING = PENETRATING ITEM UL SYSTEM NO. NO PENETRATING ITEM CAJ 0000-0999* METALLIC PIPE OR CONDUIT CAJ 1000-1999 NON-METALLIC PIPE OR CONDUIT CAJ 2000-2999 ELECTRICAL CABLES CAJ 3000-3999 CABLE TRAYS CAJ 4000-4999 INSULATED PIPES CAJ 5000-5999 BUS DUCT AND MISC. ELECTRICAL CAJ 6000-6999 DUCT WITHOUT DAMPER AND MISC. MECHANICAL CAJ 7000-7999 MULTIPLE PENETRATIONS CAJ 8000-8999 *ALTERNATE METHOD OF FIRESTOPPING IS PATCHING OPENING TO MATCH ORIGINAL RATED CONSTRUCTION. ANY OPENING IN WALLS OR FLOORS NOT COVERED BY THE LISTED SERIES OF NUMBERS SHALL BE COORDINATED WITH THE FIRESTOPPING MANUFACTURER. ANY OPENINGS IN FLOORS OR WALLS NOT DESCRIBED IN THE UL OR LISTED BY WARNOCK HERSEY FIRE RESISTANCE DIRECTORY, OR OUTLINED IN MANUFACTURER'S INFORMATION SHALL BE SEALED IN A MANNER AGREED UPON BY THE FIRESTOPPING MANUFACTURER, OWNER, AND THE AUTHORITY HAVING JURISDICTION. EXECUTION -EXAMINATION ENSURE ALL SURFACES THAT CONTACT SEAL MATERIALS ARE FREE OF DIRT, DUST, GREASE, OIL, RUST, OR LOOSE MATERIALS. CLEAN AND REPAIR SURFACES AS REQUIRED. REMOVE LAITANCE AND FORM-RELEASE AGENTS FROM CONCRETE. ENSURE SUBSTRATE AND PENETRATING ITEMS HAVE BEEN PERMANENTLY INSTALLED PRIOR TO INSTALLING FIRESTOPPING SYSTEMS. ENSURE PENETRATING ITEMS HAVE BEEN PROPERLY SPACED AND HAVE PROPER CLEARANCE PRIOR TO INSTALLING FIRESTOPPING SYSTEMS. SURFACES TO WHICH SEALING MATERIALS ARE TO BE INSTALLED MUST MEET THE SELECTED UL OR WARNOCK HERSEY SYSTEM SUBSTRATE CRITERIA. PRIME SUBSTRATES WHERE RECOMMENDED IN WRITING BY THROUGH-PENETRATION FIRESTOP SYSTEM MANUFACTURER. CONFINE PRIMER TO AREA OF BOND. INSTALLATION IN EXISTING CONSTRUCTION, PROVIDE FIRESTOPPING OF OPENINGS PRIOR TO AND AFTER INSTALLATION OF PENETRATING ITEMS. REMOVE ANY EXISTING COATINGS ON SURFACES PRIOR TO FIRESTOPPING INSTALLATION. TEMPORARY FIRESTOPPING SHALL CONSIST OF PACKING OPENINGS WITH FIRE RESISTANT MINERAL WOOL FOR THE FULL THICKNESS OF SUBSTRATE, OR AN ALTERNATE METHOD APPROVED BY THE AUTHORITY HAVING JURISDICTION. ALL OPENINGS SHALL BE TEMPORARILY FIRESTOPPED IMMEDIATELY UPON THEIR INSTALLATION AND SHALL REMAIN SO UNTIL THE PERMANENT UL OR LISTED BY WARNOCK HERSEY LISTED FIRESTOPPING SYSTEM IS INSTALLED. INSTALL PENETRATION SEAL MATERIALS IN ACCORDANCE WITH PRINTED INSTRUCTIONS OF THE UL OR WARNOCK HERSEY FIRE RESISTANCE DIRECTORY AND WITH THE MANUFACTURER'S PRINTED APPLICATION INSTRUCTIONS. INSTALL DAMS AS REQUIRED TO PROPERLY CONTAIN FIRESTOPPING MATERIALS WITHIN OPENINGS AND AS REQUIRED TO ACHIEVE REQUIRED FIRE RESISTANCE RATING. REMOVE COMBUSTIBLE DAMMING AFTER APPROPRIATE CURING. CLEANING AND PROTECTING CLEAN EXCESS FILL MATERIALS ADJACENT TO OPENINGS AS WORK PROGRESSES BY METHODS AND WITH CLEANING MATERIALS THAT ARE APPROVED IN WRITING BY THROUGH-PENETRATION FIRESTOP SYSTEM MANUFACTURERS AND THAT DO NOT CAUSE DAMAGE. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS DURING AND AFTER INSTALLATION THAT ENSURE THAT THROUGH- PENETRATION FIRESTOP SYSTEMS ARE WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. IF, DESPITE SUCH PROTECTION, DAMAGE OR DETERIORATION OCCURS, REMOVE DAMAGED OR DETERIORATED THROUGH- PENETRATION FIRESTOP SYSTEMS IMMEDIATELY AND INSTALL NEW MATERIALS TO PRODUCE SYSTEMS COMPLYING WITH SPECIFIED REQUIREMENTS. IDENTIFICATION PROVIDE AND INSTALL LABELS ADJACENT TO EACH FIRESTOPPING LOCATION. LABEL SHALL BE PROVIDED BY THE FIRESTOP SYSTEM SUPPLIER AND CONTAIN THE FOLLOWING INFORMATION IN A CONTRASTING COLOR: 1. THE WORDS "WARNING -THROUGH PENETRATION FIRESTOP SYSTEM -DO NOT DISTURB. NOTIFY BUILDING MANAGEMENT OF ANY DAMAGE." 2. FIRESTOP SYSTEM SUPPLIER; UL OR LISTED BY INTERTEK / WARNOCK HERSEY SYSTEM NUMBER; DATE INSTALLED; CONTRACTOR NAME AND PHONE NUMBER; MANUFACTURER'S REPRESENTATIVE NAME, ADDRESS, AND PHONE NUMBER. INSPECTION ALL PENETRATIONS SHALL BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE TO ENSURE PROPER INSTALLATION. ACCESS TO FIRESTOP SYSTEMS SHALL BE MAINTAINED FOR EXAMINATION BY THE AUTHORITY HAVING JURISDICTION AT THEIR REQUEST. PROCEED WITH ENCLOSING THROUGH-PENETRATION FIRESTOP SYSTEM WITH OTHER CONSTRUCTION ONLY AFTER INSPECTION REPORTS ARE ISSUED AND FIRESTOP INSTALLATIONS COMPLY WITH REQUIREMENTS. THE CONTRACTOR SHALL ALLOW FOR VISUAL DESTRUCTIVE REVIEW OF 5% OF INSTALLED FIRESTOP SYSTEMS (MINIMUM OF ONE) TO PROVE COMPLIANCE WITH SPECIFICATIONS AND MANUFACTURER'S INSTRUCTIONS AND DETAILS. DESTRUCTIVE SYSTEM REMOVAL SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE ARCHITECT/ENGINEER AND MANUFACTURER'S FACTORY REPRESENTATIVE. THE ARCHITECT/ENGINEER SHALL HAVE SOLE DISCRETION OF WHICH FIRESTOP SYSTEM INSTALLATIONS WILL BE REVIEWED. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THIS REQUIREMENT INCLUDING LABOR AND MATERIAL FOR REMOVING AND REPLACING THE INSTALLED FIRESTOP SYSTEM. IF ANY FIRESTOP SYSTEM IS FOUND TO NOT BE INSTALLED PER MANUFACTURER'S SPECIFIC INSTRUCTIONS AND DETAILS, ALL FIRESTOP SYSTEMS ARE SUBJECT TO DESTRUCTIVE REVIEW AND REPLACEMENT AT THE ARCHITECT/ENGINEER'S DISCRETION AND THE CONTRACTOR'S EXPENSE. 21 05 05 MECHANICAL DEMOLITION FOR REMODELING THE DRAWINGS ARE INTENDED TO INDICATE THE GENERAL SCOPE OF WORK AND DO NOT SHOW EVERY PIPE, DUCT, OR PIECE OF EQUIPMENT THAT MUST BE REMOVED. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY CONDITIONS PRIOR TO SUBMITTING A BID. WHERE WALLS, CEILINGS, ETC., ARE SHOWN AS BEING REMOVED ON GENERAL DRAWINGS, THE CONTRACTOR SHALL REMOVE ALL MECHANICAL EQUIPMENT, DEVICES, FIXTURES, PIPING, DUCTS, SYSTEMS, ETC., FROM THE REMOVED AREA. WHERE CEILINGS, WALLS, PARTITIONS, ETC., ARE TEMPORARILY REMOVED AND REPLACED BY OTHERS, THIS CONTRACTOR SHALL REMOVE, STORE, AND REPLACE EQUIPMENT, DEVICES, FIXTURES, PIPES, DUCTS, SYSTEMS, ETC. VERIFY THAT ABANDONED UTILITIES SERVE ONLY ABANDONED EQUIPMENT OR FACILITIES. EXTEND SERVICES TO FACILITIES OR EQUIPMENT THAT SHALL REMAIN IN OPERATION FOLLOWING DEMOLITION. COORDINATE WORK WITH ALL OTHER CONTRACTORS AND THE LANDLORD/OWNER. SCHEDULE REMOVAL OF EQUIPMENT TO AVOID CONFLICTS. THIS CONTRACTOR SHALL VERIFY ALL EXISTING EQUIPMENT SIZES AND CAPACITIES WHERE EQUIPMENT IS SCHEDULED TO BE REPLACED OR MODIFIED, PRIOR TO ORDERING NEW EQUIPMENT. BID SUBMITTAL SHALL MEAN THE CONTRACTOR HAS VISITED THE PROJECT SITE AND VERIFIED EXISTING CONDITIONS AND SCOPE OF WORK. PREPARATION DISCONNECT MECHANICAL SYSTEMS IN WALLS, FLOORS, AND CEILINGS SCHEDULED FOR REMOVAL. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON OPERATING EQUIPMENT, USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. DEMOLITION AND EXTENSION OF EXISTING MECHANICAL WORK DEMOLISH AND EXTEND EXISTING MECHANICAL WORK UNDER PROVISIONS OF DIVISION 2 AND THIS SECTION. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION. REMOVE ABANDONED DUCTS AND PIPING TO SOURCE OF SUPPLY AND/OR MAIN LINES. REMOVE EXPOSED ABANDONED PIPES AND DUCTS, INCLUDING ABANDONED PIPES AND DUCTS ABOVE ACCESSIBLE CEILINGS. CUT DUCTS FLUSH WITH WALLS AND FLOORS, CAP DUCT THAT REMAINS, AND PATCH SURFACES. CUT PIPES ABOVE CEILINGS, BELOW FLOORS AND BEHIND WALLS. CAP REMAINING LINES. REPAIR BUILDING CONSTRUCTION TO MATCH ORIGINAL. REMOVE ALL CLAMPS, HANGERS, SUPPORTS, ETC. ASSOCIATED WITH PIPE AND DUCT REMOVAL. REMOVE UNUSED SECTIONS OF SUPPLY AND RETURN AIR DUCTWORK BACK TO MAINS. PATCH OPENING WITH SHEET METAL AND SEAL AIRTIGHT. PATCH EXISTING INSULATION TO MATCH EXISTING. WHERE EXISTING DUCTWORK IS TO BE CAPPED AND REUSED, LOCATE THE END CAP WITHIN 6”OF THE LAST BRANCH. END CAPS SHALL BE 3" PRESSURE CLASS AND SEAL CLASS “A”. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT THAT HAS BEEN REMOVED. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS WHICH REMAIN. MODIFY INSTALLATION OR PROVIDE ACCESS PANELS AS APPROPRIATE. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK. EXTEND EXISTING INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING INSTALLATIONS, OR AS SPECIFIED. CUTTING AND PATCHING THIS CONTRACTOR IS RESPONSIBLE FOR ALL PENETRATIONS OF EXISTING CONSTRUCTION REQUIRED TO COMPLETE THE WORK OF THIS PROJECT. PENETRATIONS IN EXISTING CONSTRUCTION SHOULD BE REVIEWED CAREFULLY PRIOR TO PROCEEDING WITH ANY WORK. PENETRATIONS SHALL BE NEAT AND CLEAN WITH SMOOTH AND/OR FINISHED EDGES. CORE DRILL WHERE POSSIBLE FOR CLEAN OPENING. REPAIR EXISTING CONSTRUCTION AS REQUIRED AFTER PENETRATION IS COMPLETE TO RESTORE TO ORIGINAL CONDITION. USE SIMILAR MATERIALS AND MATCH ADJACENT CONSTRUCTION UNLESS OTHERWISE NOTED OR AGREED TO BY THE ARCHITECT/ENGINEER PRIOR TO START OF WORK. FLOOR SLABS MAY CONTAIN CONDUIT SYSTEMS. THIS CONTRACTOR IS RESPONSIBLE FOR TAKING ANY MEASURES REQUIRED TO ENSURE NO CONDUITS OR OTHER SERVICES ARE DAMAGED. THIS INCLUDES X-RAY OR SIMILAR NON- DESTRUCTIVE MEANS. THIS CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED IN REPAIR, RELOCATIONS, OR REPLACEMENT OF ANY CABLES, CONDUITS, OR OTHER SERVICES IF DAMAGED WITHOUT PROPER INVESTIGATION. CLEANING AND REPAIR CLEAN AND REPAIR EXISTING MATERIALS AND EQUIPMENT W HICH REMAIN OR ARE TO BE REUSED. CLEAN ALL SYSTEMS ADJACENT TO PROJECT WHICH ARE AFFECTED BY THE DUST AND DEBRIS CAUSED BY THIS CONSTRUCTION. MECHANICAL ITEMS REMOVED AND NOT RELOCATED REMAIN THE PROPERTY OF THE LANDLORD/OWNER. CONTRACTOR SHALL PLACE ITEMS RETAINED BY THE LANDLORD/OWNER IN A LOCATION COORDINATED WITH THE LANDLORD/OWNER. THE CONTRACTOR SHALL DISPOSE OF MATERIAL THE LANDLORD/OWNER DOES NOT WANT TO REUSE OR RETAIN FOR MAINTENANCE PURPOSES. SPECIAL REQUIREMENTS REVIEW LOCATIONS OF ALL NEW PENETRATIONS IN EXISTING FLOOR SLABS OR WALLS. DETERMINE CONSTRUCTION TYPE AND REVIEW FOR POSSIBLE INTERFERENCES. BRING ALL CONCERNS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING. 21 05 29 SUPPORTS AND ANCHORS SECTION INCLUDES HANGERS, SUPPORTS, AND ASSOCIATED ANCHORS SLEEVES AND SEALS CUTTING OF OPENINGS HANGER RODS HANGER RODS FOR SINGLE ROD HANGERS SHALL CONFORM TO THE FOLLOWING: PIPE SIZE HANGER ROD DIAMETER COLUMN #1 COLUMN #2 2" AND SMALLER 3/8"3/8" 2-1/2" THROUGH 3-5/8”1/2"1/2" 4" AND 5"5/8"1/2" COLUMN #1: STEEL PIPE. COLUMN #2: COPPER, PLASTIC AND FIBERGLASS REINFORCED PIPE. RODS FOR DOUBLE ROD HANGERS MAY BE REDUCED ONE SIZE. MINIMUM ROD DIAMETER IS 3/8 INCHES. HANGER RODS AND ACCESSORIES USED IN MECHANICAL SPACES OR OTHERWISE DRY AREAS SHALL HAVE ASTM B633 ELECTRO-PLATED ZINC FINISH. PIPE HANGERS AND SUPPORTS ALL PIPE HANGERS, CLAMPS, AND SUPPORTS SHALL CONFORM TO MANUFACTURERS STANDARDIZATION SOCIETY MSS_SP_ 58 AND 127 (WHERE APPLICABLE). OVERSIZE ALL HANGERS, CLAMPS, AND SUPPORTS ON INSULATED PIPING TO ALLOW INSULATION AND JACKET TO PASS THROUGH UNBROKEN. THIS APPLIES TO BOTH HOT AND COLD PIPES. ON ALL INSULATED PIPING, PROVIDE A SEMI-CYLINDRICAL METALLIC SHIELD AND FIRE RESISTANT VAPOR BARRIER JACKET. AS AN ALTERNATIVE TO SEPARATE PIPE INSULATION INSERT AND SADDLE, PROPERLY SIZED INTEGRAL RIGID INSULATION SECTIONS MAY BE USED FOR THIS APPLICATION. ACCEPTABLE PRODUCTS: COOPER/B-LINE -FIG. B3380 THROUGH B3384 PIPE SHIELDS -A1000, A2000 ERICO -MODEL 124, 127 HANGERS IN DIRECT CONTACT WITH COPPER PIPE SHALL BE COATED WITH PLASTIC WITH APPROPRIATE TEMPERATURE RANGE. HYDRA-ZORB CLAMPS ARE PERMITTED FOR THIS APPLICATION FOR BARE PIPES WITHIN THEIR TEMPERATURE LIMITS OF -65F TO +275F. UNLESS OTHERWISE INDICATED, HANGERS SHALL BE AS FOLLOWS: CLEVIS TYPE: SERVICE: BARE METAL PIPE, RIGID PLASTIC PIPE, INSULATED COLD PIPE, INSULATED HOT PIPE -3 INCHES & SMALLER ACCEPTABLE PRODUCTS BARE STEEL, PLASTIC, INSULATED PIPE BARE COPPER PIPE ANVIL FIG. 260 COOPER/B-LINE FIG. 3100 FIG. B3100C ERICO MODEL 400 NIBCO/TOLCO FIG. 1 FIG. 81PVC2. CONTINUOUS CHANNEL WITH CLEVIS TYPE: SERVICE: PLASTIC TUBING, FLEXIBLE HOSE, SOFT COPPER TUBING ACCEPTABLE PRODUCTS: COOPER/B-LINE -FIG. B3106, WITH FIG. B3106V ERICO -MODEL 104, WITH MODEL 104V NIBCO/TOLCO -FIG. 1V ADJUSTABLE SWIVEL RING TYPE: SERVICE: BARE METAL PIPE -4 INCHES AND SMALLER ACCEPTABLE PRODUCTS BARE STEEL PIPE BARE COPPER PIPE ANVIL FIG. 69 COOPER/B-LINE FIG. B3170NF FIG. B3170CTC ERICO MODEL FCN 102A0 SERIES NIBCO/TOLCO FIG. 200 FIG. 203 SUPPORT MAY BE FABRICATED FROM U-CHANNEL STRUT OR SIMILAR SHAPES. PIPING LESS THAN 4”IN DIAMETER SHALL BE SECURED TO STRUT WITH CLAMPS OF PROPER DESIGN AND CAPACITY AS REQUIRED TO MAINTAIN SPACING AND ALIGNMENT. STRUT SHALL BE INDEPENDENTLY SUPPORTED FROM HANGER DROPS OR BUILDING STRUCTURE. SIZE AND SUPPORT SHALL BE PER MANUFACTURER'S INSTALLATION REQUIREMENTS FOR STRUCTURAL SUPPORT OF PIPING. CLAMPS SHALL NOT INTERRUPT PIPING INSULATION. 1. STRUT USED IN MECHANICAL SPACES OR OTHERWISE DRY AREAS SHALL HAVE ASTM B633 ELECTRO-PLATED ZINC FINISH. UNLESS OTHERWISE INDICATED, PIPE SUPPORTS FOR USE WITH STRUTS SHALL BE AS FOLLOWS: CLAMP TYPE: SERVICE: BARE METAL PIPE, RIGID PLASTIC PIPE, INSULATED COLD PIPE, INSULATED HOT PIPE -3 INCHES AND SMALLER a. CLAMPS IN DIRECT CONTACT WITH COPPER PIPE SHALL BE PLASTIC COATED. b. PIPES SUBJECT TO EXPANSION AND CONTRACTION SHALL HAVE CLAMPS SLIGHTLY OVERSIZED TO ALLOW LIMITED PIPE MOVEMENT. ACCEPTABLE PRODUCTS BARE STEEL, PLASTIC, INSULATED PIPE BARE COPPER PIPE UNISTRUT FIG. P1100 OR P2500 COOPER/B-LINE FIG. B2000 OR B2400 FIG. BVT NIBCO/TOLCO FIG. A-14 OR 2STR UNLESS OTHERWISE SHOWN, UPPER ATTACHMENTS FOR HANGER RODS OR SUPPORT STRUTS SHALL BE AS FOLLOWS: BEAM CLAMPS: ACCEPTABLE PRODUCTS ANVIL -FIG. 228, 292 COOPER/B-LINE -FIG. B3054 ERICO -MODEL 360 NIBCO/TOLCO -FIG. 329 CONCRETE ANCHORS: FASTEN TO CONCRETE USING CAST-IN OR POST-INSTALLED ANCHORS DESIGNED PER THE REQUIREMENTS OF APPENDIX D OF ACI 318-17.POST-INSTALLED ANCHORS SHALL BE QUALIFIED FOR USE IN CRACKED CONCRETE BY ACI-355.2. MASONRY ANCHORS: FASTEN TO CONCRETE MASONRY UNITS WITH EXPANSION ANCHORS OR SELF_TAPPING MASONRY SCREWS.FOR EXPANSION ANCHORS INTO HOLLOW CONCRETE BLOCK, USE SLEEVE-TYPE ANCHORS DESIGNED FOR THE SPECIFIC APPLICATION.DO NOT FASTEN IN MASONRY JOINTS.DO NOT USE POWDER ACTUATED FASTENERS, WOODEN PLUGS, OR PLASTIC INSERTS. WALL SUPPORTS SHALL BE USED WHERE VERTICAL HEIGHT OF STRUCTURE EXCEEDS MINIMUM SPACING REQUIREMENTS. INSTALL WALL SUPPORTS AT SAME SPACING AS HANGERS OR STRUT SUPPORTS ALONG VERTICAL LENGTH OF PIPE RUNS. WELDING UNLESS OTHERWISE NOTED, HANGERS, CLIPS, AND AUXILIARY SUPPORT STEEL MAY BE WELDED IN LIEU OF BOLTING, CLAMPING, OR RIVETING TO THE BUILDING STRUCTURAL FRAME. TAKE ADEQUATE PRECAUTIONS DURING ALL WELDING OPERATIONS FOR FIRE PREVENTION AND FOR PROTECTING WALLS AND CEILINGS FROM BEING DAMAGED BY SMOKE. FOUNDATIONS, BASES, AND SUPPORTS FURNISH AND INSTALL FOUNDATIONS, BASES, AND SUPPORTS (NOT SPECIFICALLY INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS OF EITHER THE GENERAL CONSTRUCTION OR MECHANICAL WORK AS PROVIDED BY ANOTHER CONTRACTOR) FOR MECHANICAL EQUIPMENT. ALL STEEL BASES AND SUPPORTS SHALL RECEIVE A PRIME COAT OF ZINC CHROMATE OR RED METAL PRIMER. AFTER COMPLETION OF WORK, GIVE STEEL SUPPORTS A FINAL COAT OF GRAY ENAMEL. SUPPORTS PROVIDE SUFFICIENT CLIPS, INSERTS, HANGERS, RACKS, RODS, AND AUXILIARY STEEL TO SECURELY SUPPORT ALL SUSPENDED MATERIAL, EQUIPMENT AND CONDUIT WITHOUT SAG. OPENINGS IN FLOORS, WALLS AND CEILINGS EXACT LOCATIONS OF ALL OPENINGS FOR THE INSTALLATION OF MATERIALS SHALL BE DETERMINED BY THE CONTRACTOR AND GIVEN TO THE GENERAL CONTRACTOR FOR INSTALLATION OR CONSTRUCTION AS THE STRUCTURE IS BUILT. COORDINATE ALL OPENINGS WITH OTHER CONTRACTORS. HIRE THE PROPER TRADESMAN AND FURNISH ALL LABOR, MATERIAL AND EQUIPMENT TO CUT OPENINGS IN OR THROUGH EXISTING STRUCTURES, OR OPENINGS IN NEW STRUCTURES THAT WERE NOT INSTALLED, OR ADDITIONAL OPENINGS. REPAIR ALL SPALLING AND DAMAGE TO THE SATISFACTION OF THE ARCHITECT/ENGINEER. MAKE SAW CUTS BEFORE BREAKING OUT CONCRETE TO ENSURE EVEN AND UNIFORM OPENING EDGES. SAID CUTTING SHALL BE AT THE COMPLETE EXPENSE OF EACH CONTRACTOR. FAILURE TO COORDINATE OPENINGS WITH OTHER CONTRACTORS SHALL NOT EXEMPT THE CONTRACTOR FROM PROVIDING OPENINGS AT CONTRACTORS EXPENSE. DO NOT CUT STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT OR STRUCTURAL ENGINEER. SLEEVES AND LINTELS EACH CONTRACTOR SHALL PROVIDE SLEEVES AND LINTELS FOR ALL DUCT AND PIPE OPENINGS REQUIRED FOR THE CONTRACTOR'S WORK IN MASONRY WALLS AND FLOORS, UNLESS SPECIFICALLY SHOWN AS BEING BY OTHERS. FABRICATE ALL SLEEVES FROM STANDARD WEIGHT BLACK STEEL PIPE OR AS INDICATED ON THE DRAWINGS. PROVIDE CONTINUOUS SLEEVE. CUT OR SPLIT SLEEVES ARE NOT ACCEPTABLE. FABRICATE ALL LINTELS FOR MASONRY WALLS FROM STRUCTURAL STEEL SHAPES OR AS INDICATED ON THE DRAWINGS. HAVE ALL LINTELS APPROVED BY THE ARCHITECT OR STRUCTURAL ENGINEER. SLEEVES THROUGH THE FLOORS ON EXPOSED RISERS SHALL BE FLUSH WITH THE CEILING, WITH PLANED SQUARED ENDS EXTENDING 1" ABOVE THE FLOOR IN UNFINISHED AREAS, AND FLUSH WITH THE FLOOR IN FINISHED AREAS, TO ACCEPT SPRING CLOSING FLOOR PLATES. SLEEVES SHALL NOT PENETRATE STRUCTURAL MEMBERS OR MASONRY WALLS WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER. SLEEVES SHALL THEN COMPLY WITH THE ARCHITECT/ENGINEER'S DESIGN. OPENINGS THROUGH UNEXCAVATED FLOORS AND/OR FOUNDATION WALLS BELOW THE FLOOR SHALL HAVE A SMOOTH FINISH WITH SUFFICIENT ANNULAR SPACE AROUND MATERIAL PASSING THROUGH OPENING SO SLIGHT SETTLING WILL NOT PLACE STRESS ON THE MATERIAL OR BUILDING STRUCTURE. INSTALL ALL SLEEVES CONCENTRIC WITH PIPES. SECURE SLEEVES IN CONCRETE TO WOOD FORMS. THIS CONTRACTOR IS RESPONSIBLE FOR SLEEVES DISLODGED OR MOVED WHEN POURING CONCRETE. WHERE PIPES RISE THROUGH CONCRETE FLOORS THAT ARE ON EARTHEN GRADE, PROVIDE 3/4" RESILIENT EXPANSION JOINT MATERIAL (ASPHALT AND CORK) WRAPPED AROUND THE PIPE, THE FULL DEPTH OF CONCRETE, AT THE POINT OF PENETRATION. SECURE TO PREVENT SHIFTING DURING CONCRETE PLACEMENT AND FINISHING. SIZE SLEEVES LARGE ENOUGH TO ALLOW EXPANSION AND CONTRACTION MOVEMENT. PROVIDE CONTINUOUS INSULATION WRAPPING. PIPE PENETRATIONS SEAL ALL PIPE PENETRATIONS. SEAL NON-RATED WALLS AND FLOOR PENETRATIONS WITH GROUT OR CAULK. BACKING MATERIAL MAY BE USED. SEAL FIRE RATED WALL AND FLOOR PENETRATIONS WITH FIRE SEAL SYSTEM AS SPECIFIED. PIPE ANCHORS PROVIDE ALL ITEMS NEEDED TO ALLOW ADEQUATE EXPANSION AND CONTRACTION OF ALL PIPING. ALL PIPING SHALL BE SUPPORTED, GUIDED, ALIGNED, AND ANCHORED AS REQUIRED. REPAIR ALL PIPING LEAKS AND ASSOCIATED DAMAGE. PIPES SHALL NOT RUB ON ANY PART OF THE BUILDING. FINISH PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS. HANGERS AND SUPPORTS IN CRAWL SPACES, PIPE SHAFTS, AND SUSPENDED CEILING SPACES ARE NOT CONSIDERED EXPOSED. HVAC SUPPORTS AND ANCHORS INSTALLATION INSTALL ALL ITEMS PER MANUFACTURER'S INSTRUCTIONS. COORDINATE THE LOCATION AND METHOD OF SUPPORT OF PIPING SYSTEMS WITH ALL INSTALLATIONS UNDER OTHER DIVISIONS AND SECTIONS OF THE SPECIFICATIONS. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. SUPPORT REQUIREMENTS WHERE BUILDING STRUCTURAL STEEL IS FIREPROOFED, ALL HANGERS, CLAMPS, AUXILIARY STEEL, ETC., WHICH ATTACH TO IT SHALL BE INSTALLED PRIOR TO APPLICATION OF FIREPROOFING. REPAIR ALL FIREPROOFING DAMAGED DURING PIPE INSTALLATION. FURNISH, INSTALL AND PRIME ALL AUXILIARY STRUCTURAL STEEL FOR SUPPORT OF PIPING SYSTEMS THAT ARE NOT SHOWN ON THE DRAWINGS AS BEING BY OTHERS. INSTALL HANGERS AND SUPPORTS COMPLETE WITH LOCK NUTS, CLAMPS, RODS, BOLTS, COUPLINGS, SWIVELS, INSERTS AND REQUIRED ACCESSORIES. PIPE REQUIREMENTS SUPPORT ALL PIPING AND EQUIPMENT, INCLUDING VALVES, STRAINERS, TRAPS AND OTHER SPECIALTIES AND ACCESSORIES TO AVOID OBJECTIONABLE OR EXCESSIVE STRESS, DEFLECTION, SWAYING, SAGGING OR VIBRATION IN THE PIPING OR BUILDING STRUCTURE DURING ERECTION, CLEANING, TESTING AND NORMAL OPERATION OF THE SYSTEMS. DO NOT, HOWEVER, RESTRAIN PIPING TO CAUSE IT TO SNAKE OR BUCKLE BETWEEN SUPPORTS OR TO PREVENT PROPER MOVEMENT DUE TO EXPANSION AND CONTRACTION. SUPPORT PIPING AT EQUIPMENT AND VALVES SO THEY CAN BE DISCONNECTED AND REMOVED WITHOUT FURTHER SUPPORTING THE PIPING. PIPING SHALL NOT INTRODUCE STRAINS OR DISTORTION TO CONNECTED EQUIPMENT. PARALLEL HORIZONTAL PIPES MAY BE SUPPORTED ON TRAPEZE HANGERS MADE OF STRUCTURAL SHAPES AND HANGER RODS; OTHERWISE, PIPES SHALL BE SUPPORTED WITH INDIVIDUAL HANGERS. TRAPEZE HANGERS MAY BE USED WHERE DUCTS INTERFERE WITH NORMAL PIPE HANGING. PROVIDE ADDITIONAL SUPPORTS WHERE PIPE CHANGES DIRECTION, ADJACENT TO FLANGED VALVES AND STRAINERS, AT EQUIPMENT CONNECTIONS AND HEAVY FITTINGS. PROVIDE AT LEAST ONE HANGER ADJACENT TO EACH JOINT IN GROOVED END STEEL PIPE WITH MECHANICAL COUPLINGS. PROVIDED THE INSTALLATION COMPLIES WITH ALL LOADING REQUIREMENTS OF TRUSS AND JOIST MANUFACTURERS, THE FOLLOWING PRACTICES ARE ACCEPTABLE: 1. LOADS OF 100 LBS. OR LESS MAY BE ATTACHED ANYWHERE ALONG THE TOP OR BOTTOM CHORDS OF TRUSSES OR JOISTS WITH A MINIMUM 3' SPACING BETWEEN LOADS. 2. LOADS GREATER THAN 100 LBS. MUST BE HUNG CONCENTRICALLY AND MAY BE HUNG FROM TOP OR BOTTOM CHORD, PROVIDED ONE OF THE FOLLOWING CONDITIONS IS MET: a. THE HANGER IS ATTACHED WITHIN 6”FROM A WEB/CHORD JOINT. b. ADDITIONAL L2X2X1/4 WEB REINFORCEMENT IS INSTALLED PER MANUFACTURER'S REQUIREMENTS. 3. IT IS PROHIBITED TO CANTILEVER A LOAD USING AN ANGLE OR OTHER STRUCTURAL COMPONENT THAT IS ATTACHED TO A TRUSS OR JOIST IN SUCH A FASHION THAT A TORSIONAL FORCE IS APPLIED TO THAT STRUCTURAL MEMBER. 4. IF CONDITIONS CANNOT BE MET, COORDINATE INSTALLATION WITH TRUSS OR JOIST MANUFACTURER AND CONTACT ARCHITECT/ENGINEER. DO NOT EXCEED 25 LBS. PER HANGER AND A MINIMUM SPACING OF 2'-0”ON CENTER WHEN ATTACHING TO METAL ROOF DECKING (LIMITATION NOT REQUIRED WITH CONCRETE ON METAL DECK).THIS 25 LBS. LOAD AND 2'-0”SPACING INCLUDE ADJACENT ELECTRICAL AND ARCHITECTURAL ITEMS HANGING FROM DECK.IF THE HANGER RESTRICTIONS CANNOT BE ACHIEVED, SUPPLEMENTAL FRAMING OFF STEEL FRAMING WILL NEED TO BE ADDED. DO NOT EXCEED THE MANUFACTURER'S RECOMMENDED MAXIMUM LOAD FOR ANY HANGER OR SUPPORT. SPACING OF HANGERS SHALL NOT EXCEED THE COMPRESSIVE STRENGTH OF THE INSULATION INSERTS, AND IN NO CASE SHALL EXCEED THE FOLLOWING: STEEL AND FIBERGLASS (STD. WEIGHT OR HEAVIER -LIQUID SERVICE): PIPE MATERIAL MAXIMUM SPACING 1_1/4"& UNDER 7'_0" 1_1/2"9'_0" 2"10'_0" 2_1/2"11'_0" 3"12'_0" 4" & LARGER 12'_0" STEEL (STD. WEIGHT OR HEAVIER -VAPOR SERVICE): PIPE MATERIAL MAXIMUM SPACING 1_1/4" AND UNDER 9'_0" 1_1/2"12'_0" 2" & LARGER 12'_0" HARD DRAWN COPPER & BRASS (LIQUID SERVICE): PIPE MATERIAL MAXIMUM SPACING 3/4" AND UNDER 5'_0" 1"6'_0" 1_1/4"7'_0" 1_1/2"8'_0" 2"8'_0" 2_1/2"9'_0" 3"10'_0" 4"12'_0" HARD DRAWN COPPER & BRASS (VAPOR SERVICE): PIPE MATERIAL MAXIMUM SPACING 3/4" & UNDER 7'_0" 1"8'_0" 1_1/4"9'_0" 1_1/2"10'_0" 2"11'_0" 2_1/2" & LARGER 12'_0" 6. INSTALLATION OF HANGERS SHALL CONFORM TO MSS SP-58 AND THE APPLICABLE PLUMBING CODE. 100% CDs 10/20/2023 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING F701 FIRE PROTECTION SPECIFICATIONS MRMSVV 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 21 13 00 FIRE PROTECTION SYSTEMS QUALITY ASSURANCE WELDING MATERIALS AND PROCEDURES: CONFORM TO ASME CODE. EQUIPMENT AND COMPONENTS: BEAR UL LABEL OR MARKING. SPECIALIST FIRM: COMPANY SPECIALIZING IN SPRINKLER SYSTEMS WITH MINIMUM THREE YEARS EXPERIENCE. SPRINKLER DESIGN DRAWINGS SUBMITTED BY THE CONTRACTOR SHALL BE DESIGNED, CERTIFIED, AND SHALL INCLUDE THE NICET CERTIFICATION BLOCK OR THE PROFESSIONAL ENGINEER SEAL OF THE FIRE PROTECTION DESIGNER. FIRE PROTECTION DESIGNER SHALL BE OF A LEVEL ACCEPTABLE TO THE STATE OF WASHINGTON AND CITY OF ARLINGTON. SUBMITTALS SUBMIT SHOP DRAWINGS PER SECTION 21 05 00. INDICATE PIPE MATERIALS, JOINING METHODS, SUPPORTS, FLOOR AND WALL PENETRATION SEALS, SPRINKLERS, EQUIPMENT DATA AND RATINGS, AND HYDRAULIC CALCULATIONS. SUBMIT DETAILED PIPE AND SPRINKLER LAYOUT AND OTHER CALCULATIONS AND FORMS AS DESCRIBED IN NFPA 13. SUBMIT DETAILED WORKING DRAWINGS AND OBTAIN REVIEW OF THEM IN THE FOLLOWING ORDER: 1. ENGINEER/ARCHITECT. 2. STATE FIRE MARSHAL/AUTHORITY HAVING JURISDICTION 3. OWNER'S INSURANCE COMPANY 4. ARCHITECT/ENGINEER BEGIN CONSTRUCTION AFTER ALL APPROVALS ARE RECEIVED. WORKING DRAWINGS SHALL INCLUDE PIPING AND SPRINKLER LAYOUT, SPRINKLER TYPES AND RATINGS, SECTIONS AND ELEVATIONS AT CRITICAL POINTS. SHOW COORDINATION WITH LIGHTING, DUCTWORK, AND DIFFUSERS, AND INDICATE BASIC FLOW AND HYDRAULIC DESIGN INFORMATION, INCLUDING MAIN LOCATION AND DATE THAT THE TEST WAS TAKEN. DELIVERY, STORAGE, AND HANDLING STORE SPRINKLERS IN SHIPPING CONTAINERS, WITH LABELS IN PLACE. PROVIDE TEMPORARY PROTECTIVE COATING ON IRON AND STEEL VALVES. MAINTAIN TEMPORARY END CAPS AND CLOSURES IN PLACE UNTIL INSTALLATION. WORK FURNISHED BUT INSTALLED UNDER OTHER SECTIONS FURNISH SLEEVES TO GENERAL CONTRACTOR FOR PLACEMENT IN WALLS AND FLOORS. SLEEVE LOCATION TO BE DETERMINED BY THE FIRE PROTECTION CONTRACTOR PRIOR TO CONSTRUCTION. IF ADDITIONAL SLEEVES ARE REQUIRED, THEY SHALL BE CORE DRILLED BY THE FIRE PROTECTION CONTRACTOR. SYSTEM DESCRIPTION SYSTEM SHALL COVER BUILDING AREAS NOTED. EXTEND EXISTING WET PIPE SPRINKLER SYSTEMS TO NFPA 13 AND BUILDING CODE REQUIREMENTS AS REQUIRED BY OWNER'S INSURANCE COMPANY AND AS SHOWN ON THE DRAWINGS. REGULATORY REQUIREMENTS ALL MATERIAL, EQUIPMENT, AND INSTALLATION SHALL BE APPROVED BY THE AUTHORITIES HAVING JURISDICTION AND THE OWNER'S INSURANCE COMPANY. THE AUTHORITIES HAVING JURISDICTION AND THE OWNER'S INSURANCE COMPANY SHALL HAVE PRECEDENCE OVER THE DRAWINGS AND SPECIFICATIONS IN CASE OF DISCREPANCIES. THE ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES. SYSTEM DESIGN EXTEND AND MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM FOR THE ENTIRE AREA OF WORK IDENTIFIED ON DRAWINGS. PROVIDE ALL REQUIRED EQUIPMENT AND ACCESSORIES. OPERATION AND MAINTENANCE DATA SUBMIT MANUFACTURERS' OPERATION AND MAINTENANCE DATA. INCLUDE WRITTEN MAINTENANCE DATA ON COMPONENTS OF SYSTEM, SERVICING REQUIREMENTS, AND RECORD DRAWINGS. JOB CONDITIONS FIRE PROTECTION CONTRACTOR SHALL DETERMINE THE FLOW AND PRESSURE AVAILABLE AT THE SERVICE CONNECTION. THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE TO VERIFY THIS INFORMATION AND MAKE ALL TESTS REQUIRED. BASE ALL PIPE SIZING AND HYDRAULIC CALCULATIONS ON FLOW TEST DATA NO OLDER THAN 18 MONTHS. PIPE AND FITTINGS STEEL PIPE (INSIDE BUILDING ABOVE GRADE): 1. PIPE: 2" AND UNDER -SCHEDULE 40, BLACK STEEL, ASTM A53. THREADED AND COUPLED OR FLANGED. 2. JOINTS: 2" AND UNDER -SCREWED OR FLANGED. 3. FITTINGS: SCREWED -CAST IRON, 125 LB., BLACK, ANSI/ASME B16.4 OR MALLEABLE IRON, 150 LB., BLACK, ANSI/ASME B16.3. FLANGED CAST IRON, 125 LB., ANSI/ASME B16.1. STEEL PIPE (INSIDE BUILDING ABOVE GRADE): 1. PIPE: 2-1/2" AND OVER -SCHEDULE 10, BLACK STEEL, GROOVED, ASTM A135. 2. JOINTS: MECHANICALLY COUPLED GROOVED. 3. FITTINGS: 500 LB. WOG, BLACK, MALLEABLE IRON, ASTM A47. 4. PLAIN END FITTINGS AND COUPLINGS ARE NOT ACCEPTABLE. FLEXIBLE FIRE SPRINKLER CONNECTIONS FLEXIBLE CONNECTION: STAINLESS STEEL HOSE, 175 PSIG MAX WORKING PRESSURE, FULLY WELDED NON-MECHANICAL FITTINGS, STAINLESS STEEL BRAID, MAXIMUM OF 6' HOSE LENGTH, LEAK-TESTED WITH A MINIMUM 7/8" INTERNAL CORRUGATED HOSE DIAMETER MADE OF 304 STAINLESS STEEL, END FITTINGS MADE OF CARBON OR STAINLESS STEEL. OUTLET OF END FITTINGS SHALL BE 1/2" OR 3/4" TO MATCH SPRINKLER CONNECTION. UL. CEILING BRACKET: G90 GALVANIZED STEEL, DIRECT ATTACHMENT TYPE, INTEGRATED SNAP-ON CLIP ENDS, TAMPER RESISTANCE SCREWS, REMOVABLE ATTACHMENT HUB WITH SET SCREW FOR ATTACHMENT AND ADJUSTMENT OF STAINLESS STEEL HOSE. MANUFACTURERS: FLEXHEAD INDUSTRIES, VICTAULIC VICFLEX, SPRINKFLEX, OR APPROVED EQUAL. UNIONS AND COUPLINGS UNIONS: 175 PSI MALLEABLE IRON FOR THREADED FERROUS PIPING. MECHANICAL GROOVED COUPLINGS: MALLEABLE IRON HOUSING CLAMPS TO ENGAGE AND LOCK, DESIGNED TO PERMIT SOME ANGULAR AND LONGITUDINAL DEFLECTION; “C”SHAPED COMPOSITION SEALING GASKET, STEEL BOLTS, NUTS, AND WASHERS. 175 PSI, ASTM A47. PLAIN END FITTINGS AND COUPLINGS ARE NOT ACCEPTABLE. ROLLED GROOVE COUPLINGS FOR SCHEDULE 10 PIPE. CUT GROOVE COUPLINGS FOR SCHEDULE 40 PIPE. COUPLINGS SHALL BE ENAMEL COATED FOR WET SYSTEMS. ACCEPTABLE MANUFACTURERS: VICTAULIC, ITT, GRINNELL, CENTRAL, ANVIL GRUVLOK, STAR FITTINGS. COUPLING GASKETS FOR WET SYSTEMS SHALL BE GRADE “E”EDPM TYPE A. INSTALLATION -PIPING COORDINATE PIPING AND SPRINKLER LOCATIONS WITH ALL OTHER TRADES. DUCTWORK, DIFFUSERS AND LIGHT FIXTURE LOCATIONS SHALL HAVE PRIORITY OVER SPRINKLER PIPING AND SPRINKLERS. LOCATE PIPING TO MINIMIZE OBSTRUCTION OF OTHER WORK. ROUTE PIPING IN CONCEALED SPACES ABOVE FINISHED CEILING. USE FULL AND DOUBLE LENGTHS OF PIPE WHEREVER POSSIBLE. SLOPE ALL PIPING FOR COMPLETE DRAINAGE. INSTALL AUXILIARY DRAINS FOR ALL TRAPPED PIPING PER NFPA 13. REAM PIPE AND TUBE ENDS TO FULL INSIDE DIAMETER. REMOVE BURRS. REMOVE SCALE AND FOREIGN MATERIAL, INSIDE AND OUTSIDE, BEFORE ASSEMBLY. DIE CUT SCREW JOINTS WITH FULL CUT STANDARD TAPER PIPE THREADS. COAT THREADS WITH PIPE JOINT COMPOUND OR WRAP WITH TEFLON TAPE. REDUCERS ARE GENERALLY NOT SHOWN. WHERE PIPE SIZES CHANGE AT TEE, THE TEE SHALL BE THE SIZE OF THE LARGEST PIPE SHOWN CONNECTING TO IT. COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. STEEL PIPING: IN STEEL PIPING, MAIN SIZED SADDLE BRANCH CONNECTIONS OR DIRECT CONNECTION OF BRANCHES TO MAIN IS PERMITTED IF MAIN IS ONE PIPE SIZE LARGER THAN THE BRANCH FOR UP TO 6" MAINS AND IF MAIN IS TWO PIPE SIZES LARGER THAN BRANCH FOR 8" AND LARGER MAINS. DO NOT PROJECT BRANCH PIPES INTO MAIN PIPES. WALL/FLOOR PENETRATION: PROVIDE SLEEVES WHEN PENETRATING FLOORS AND WALLS. FIRE SEAL ALL PIPE AND SLEEVE PENETRATIONS (BOTH WALL AND FLOOR) TO MAINTAIN FIRE SEPARATION REQUIRED WITHOUT RESTRAINING PIPE. INSTALLATION REQUIREMENTS IN ELECTRICAL ROOMS: DO NOT INSTALL PIPING OR OTHER EQUIPMENT ABOVE ELECTRICAL SWITCHBOARDS OR PANELBOARDS. THIS INCLUDES A DEDICATED SPACE EXTENDING 25 FEET FROM THE FLOOR TO THE STRUCTURAL CEILING WITH WIDTH AND DEPTH EQUAL TO THE EQUIPMENT. FIRE PROTECTION EQUIPMENT DEDICATED TO THE ELECTRICAL EQUIPMENT ROOM OR SPACE MAY BE INSTALLED ABOVE EQUIPMENT IF OTHER ALTERNATIVES ARE NOT AVAILABLE. HANGERS AND SUPPORTS: PROVIDE HANGERS AND SUPPORTS AS REQUIRED BY NFPA 13 AND UL/FM, WITH THE FOLLOWING EXCEPTIONS: 1. DO NOT USE POWDER DRIVEN DEVICES, EXPLOSIVE DEVICES, WOODEN PLUGS, OR PLASTIC INSERTS. 2. DO NOT INSTALL FASTENERS TO CARRY THE LOAD IN TENSION, UNLESS ABSOLUTELY NECESSARY. INSTALLATION -EQUIPMENT LOCATE SPRINKLERS TO CLEAR LIGHTS, DUCTS AND DIFFUSERS. DO NOT RUN SPRINKLER PIPES THROUGH DUCTS. DUCTWORK HAS PRIORITY OVER SPRINKLER PIPES. OFFSET PIPES AS NEEDED. CENTER SPRINKLERS IN TWO DIRECTIONS IN CEILING TILES AND PROVIDE OFFSETS AS REQUIRED. DO NOT ALLOW CONCEALED SPRINKLER COVER PLATES TO BE PAINTED. SPRINKLER COVER PLATES ARE TO BE FACTORY PAINTED ONLY. DO NOT FIELD PAINT. APPLY STRIPPABLE OR PAPER COVERS SO CONCEALED SPRINKLER COVER PLATES DO NOT RECEIVE FIELD PAINT FINISH. INTERIOR PIPING VERIFY ADEQUATE WATER FLOW AT THE INSPECTOR'S TEST CONNECTION. FLUSH ALL INTERIOR PIPING TO REMOVE SCALE AND OTHER FOREIGN MATERIAL BEFORE PLACING SYSTEM INTO SERVICE. HYDROSTATICALLY TEST THE ENTIRE INTERIOR PIPING SYSTEM AT A MINIMUM OF 200 PSIG OR 50 PSIG IN EXCESS OF THE NORMAL SYSTEM WORKING PRESSURE FOR SYSTEMS SUBJECTED TO PRESSURES IN EXCESS OF 150 PSIG. MAINTAIN TEST PRESSURE FOR 2 HOURS WITHOUT LOSS OF PRESSURE. TEST SHALL BE PERFORMED WITH DRY PIPE VALVES IN OPEN POSITION TO PREVENT VALVE DAMAGE. FIRE ALARM SYSTEM TEST THE ALARM SYSTEM BY OPERATING THE INSPECTOR'S TEST CONNECTION OR THE ALARM TEST VALVES. VERIFY THAT THE BUILDING FIRE ALARM SYSTEM ACTIVATES. ADJUST ALL MONITOR SWITCHES FOR PROPER OPERATION. 100% CDs 10/20/2023 ELECTRICAL ABBREVIATION KEY AFF ABOVE FINISHED FLOOR N.C.NORMALLY CLOSED NIC NOT IN CONTRACT N.O.NORMALLY OPEN ABBR:DESCRIPTION: TYP TYPICAL C CONDUIT UON UNLESS OTHERWISE NOTED GFI GROUND FAULT INTERRUPTER C.O.CONDUIT AND BOX ROUGH-IN ONLY (ROUGH-IN ONLY) 1. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATION. CIRCUITING SHALL AGREE WITH NUMBERING ON THE PANEL PROVIDED. COMMON NEUTRALS MAY NOT BE USED FOR BRANCH CIRCUITS. BALANCE THE LOAD ON PANEL AS EVENLY AS POSSIBLE BETWEEN EACH PHASE. 2. EMERGENCY, LEGALLY REQUIRED, OPTIONAL STANDBY BRANCH WIRING FOR FEEDERS AND BRANCH CIRCUITS SHALL BE ROUTED IN SEPARATE RACEWAY, JUNCTION BOXES, PULL BOXES, AND CABINETS. WIRING FOR EACH BRANCH SHALL BE INDEPENDENT FROM OTHER BRANCHES, INCLUDING THE NORMAL BRANCH. 3. FLUSH MOUNT ALL LIGHTING CONTROL DEVICES AT +42" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. 4. FLUSH MOUNT ALL DUPLEX RECEPTACLES AND TECHNOLOGY OUTLETS AT +18" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. RECEPTACLES AND OUTLETS MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED.MOUNT EXTERIOR LOCATED RECEPTACLES WITH WHILE-IN-USE COVERS AT +20" FROM FINISHED GRADE (CENTER DIMENSIONS) TO MAINTAIN INSTALLATION ADA COMPLIANCE. 5. ALL MATERIALS USED TO SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL BE TESTED AND CERTIFIED AS A SYSTEM PER ASTM E814 STANDARDS FOR FIRE TESTS OF THROUGH-PENETRATION FIRESTOPS. REFER TO 26 05 03 FOR ADDITIONAL INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING. 6. MOUNT ALL FIRE ALARM PULL STATIONS AT +42" FROM FLOOR (CENTERLINE DIMENSION) EXCEPT WHERE OTHERWISE NOTED. 7. INSTALL ALL WALL MOUNTED FIRE ALARM NOTIFICATION DEVICES AT 90" ABOVE FINISHED FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER, EXCEPT WHERE OTHERWISE NOTED. HEIGHT SHALL BE MEASURED TO THE TOP OF THE DEVICE. 8. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING MOUNTED DEVICES AND EQUIPMENT WITH LUMINAIRES, SPRINKLER, AND CEILING DIFFUSERS. CENTER ALL DEVICES IN CEILING TILE PATTERN. SMOKE DETECTORS AND OCCUPANCY/VACANCY SENSORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY DIFFUSER OR RETURN GRILLE. 9. CONTRACTOR SHALL VERIFY ALL FURNITURE, MODULAR FURNITURE, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, AND REVIEWED SHOP DRAWINGS. PRIOR TO MAKING THE ACTUAL ELECTRICAL INSTALLATION, THIS CONTRACTOR SHALL ADJUST RECEPTACLES, OUTLETS, OR CONNECTION LOCATIONS TO ACCOMMODATE FURNITURE AND/OR EQUIPMENT. 10. ELECTRICAL AND TECHNOLOGY EQUIPMENT SHALL BE MOUNTED TO AVOID IMPEDANCE OF, OPERATION OF, AND/OR ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL MOUNTING OF ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT, ON EQUIPMENT SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPROVED IN ADVANCE BY THE OTHER CONTRACTOR. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO OPENINGS. 12. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO THE WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH. 13. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER ELECTRICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS. 14. ELECTRICAL IDENTIFICATION. REFER TO SPECIFICATION SECTION 26 05 53 FOR COLOR/LABEL REQUIREMENTS FOR CONDUIT, BOX, CABLE/WIRE, AND EQUIPMENT. ELECTRICAL INSTALLATION NOTES: NORMAL BRANCH LUMINAIRE EMERGENCY BRANCH LUMINAIRE LUMINAIRE SYMBOL KEY SYMBOL:DESCRIPTION: 1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS. CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND REPORT CONFLICTS. 2. NOT ALL EXISTING EQUIPMENT, LUMINAIRES, AND CONDUIT ARE SHOWN. CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND REPORT CONFLICTS. 3. CONTRACTOR SHALL REVIEW EXISTING CONDITIONS PRIOR TO FABRICATION OF CABLE TRAY, BUSWAY, CONDUIT RACKS, AND OTHER SYSTEMS. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS. 4. ELECTRICAL CONTRACTOR SHALL REVIEW EXISTING CONDITIONS TO VERIFY ACCESSIBILITY TO THE AREAS OF THEIR WORK INCLUDING WALLS, FLOOR, CEILINGS, CEILING TILES/GRID, AND ROOF. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE CUTTING, REMOVAL, PATCHING, AND REINSTALLATION OF AFFECTED AREAS ASSOCIATED WITH THEIR WORK BY COORDINATING WITH THE GENERAL CONTRACTOR OR QUALIFIED CONTRACTOR. 5. WHERE EXISTING ELECTRICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER ARRANGE NEW EQUIPMENT, CONDUIT, OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING ELECTRICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK. ELECTRICAL RENOVATION NOTES: THESE NOTES APPLY TO ALL ELECTRICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, LIGHTING, POWER, FIRE ALARM, AND OTHER LOW VOLTAGE SYSTEMS. PLAN OR DETAIL NUMBER PLAN OR DETAIL NAME PLAN OR DETAIL SCALE DETAIL REFERRED TO BY SECTION CUT SHEET DETAIL IS LOCATED ON NAME 1 VIEW NAME 1/8" = 1'-0" 1 M101 1 4 3 2 SIMSIM INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS LEVEL NAME 10'-0"HEIGHT ABOVE PROJECT 0'-0" 1 INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL NO R HT INDICATES DIRECTION OF TRUE NORTH VIEW KEY LINE TYPE AND TAG KEY: NEW WORK BY THIS CONTRACTOR (WIDE LINE) NEW EXISTING TO BE REMOVED (SHORT DASHED PATTERN) NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE) EXISTING EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN) EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE. 'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL T101 TEMPERATURE CONTROLS CONTRACTORT.C.C. CIVIL CONTRACTORC.C. FIRE PROTECTION CONTRACTORF.P.C. HEATING CONTRACTORH.C. PLUMBING CONTRACTORP.C. GENERAL CONTRACTORG.C. MECHANICAL CONTRACTORM.C. VENTILATION CONTRACTORV.C. ELECTRICAL CONTRACTORE.C. CONTRACTOR ABBREVIATION KEY ABBR:DESCRIPTION: CONSTRUCTION MANAGERC.M. FOOD SERVICE CONTRACTORF.S.C. BUILDING CODE:IBC 2018 (WITH WA STATE AMENDMENTS) FIRE CODE:IFC 2018 (WITH WA STATE AMENDMENTS) PLUMBING CODE:UPC 2018 (WITH WA STATE AMENDMENTS) MECHANICAL CODE:IMC 2018 (WITH WA STATE AMENDMENTS) ELECTRICAL CODE:NFPA 70 (NEC) 2020 EDITION (WITH WA STATE AMENDMENTS) LIFE SAFETY CODE:NFPA 101 2020 EDITION (WITH WA STATE AMENDMENTS) ENERGY CONSERVATION CODE:IECC 2021 (WITH WA STATE AMENDMENTS) HEALTH DEPARTMENT CODE:CURRENT EDITION LOCAL BUILDING CODE:CURRENT EDITION APPLICABLE CODES CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1. {L###}INDICATES THE LIGHTING SEQUENCE OF OPERATION FOR THE SPACE. REFER TO THE LIGHTING SEQUENCE OF OPERATION MATRIX ON SHEET E600. 2. SHADED LUMINAIRE OR DEVICE INDICATES LUMINAIRE OR DEVICE IS CONNECTED TO AN EMERGENCY CIRCUIT. 3. REFER TO SHEET E600 FOR LUMINAIRE SCHEDULE. ELECTRICAL MOUNTING SUBSCRIPT KEY: A MOUNT AT +6" TO CENTERLINE ABOVE COUNTER OR BACKSPLASH C MOUNT AT CEILING H MOUNT ORIENTED HORIZONTALLY L MOUNT IN CASEWORK M MOUNT IN MODULAR FURNITURE ELECTRICAL GENERAL NOTES: LUMINAIRE F1 = FIXTURE TAG 1 = CIRCUIT NUMBER a = SWITCH DESIGNATION "NL" INDICATES LUMINAIRE IS UNSWITCHED FOR NIGHT LIGHT. "SE" INDICATES LUMINAIRE IS SWITCHED/CONTROLLED DURING NORMAL OPERATION AND OPERATES FROM EMERGENCY CIRCUIT UPON LOSS OF POWER. *IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: F1 / 1 / a / NL DEVICE # = MOUNTING (IF APPLICABLE) 1 = CIRCUIT NUMBER *IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: A / 1 LUMINAIRE KEY: DEVICE KEY: FEEDERS: SWITCHBOARDS, DISTRIBUTION PANELS, PANELBOARDS, MOTOR CONTROL CENTERS, ETC. BRANCH CIRCUITS: LIGHTING, RECEPTACLES, CONTROLS, ETC. MECHANICAL EQUIPMENT FEEDERS: PUMPS, CHILLERS, AIR HANDLING UNITS, ETC. FLOOR MOUNTED EQUIPMENT FEEDERS: PUMPS, ETC. (INCLUDE NO MORE THAN 6 FEET OF LFMC TO PUMP) CONTROLS (LIGHTING, POWER, BUILDING AUTOMATION, ETC.) WET AND DAMP LOCATIONS: (CONDUIT, BOXES, FITTINGS, INSTALLED AND EQUIPPED TO PREVENT WATER ENTRY) CONDUIT INSTALLATION SCHEDULE THE FOLLOWING SCHEDULE SHALL BE ADHERED TO UNLESS THEY CONSTITUTE A VIOLATION OF APPLICABLE CODES OR ARE NOTED OTHERWISE ON THE DRAWINGS. THE INSTALLATION OF RMC CONDUIT WILL BE PERMITTED IN PLACE OF ALL CONDUIT SPECIFIED IN THIS SCHEDULE. REFER TO CONDUIT AND BOXES SPECIFICATION 26 05 33 FOR ADDITIONAL INFORMATION. INSTALLATION TYPE RMC EMT X X X X X X INTERIOR LOCATIONS WITH FINSHED CEILING AND WALLS: CONCEALED IN WALLS AND ABOVE FINISHED CEILINGS INTERIOR LOCATIONS WITHOUT FINISHED CEILINGS: CONCEALED IN WALL, EXPOSED ABOVE CEILINGS EXISTING INTERIOR LOCATIONS WITH FINISHED CEILINGS AND WALLS: CONCEALED IN WALLS AND ABOVE FINISHED CEILING UNLESS OTHERWISE NOTED X X X SWITCH -SINGLE POLE OC SW-OC-D OCCUPANCY SENSOR -DUAL TECHNOLOGY26 09 33 DISCONNECT. REFER TO DISC/STA SCHEDULE JB 26 05 33 JUNCTION BOX J J ECONN 26 05 33 ELECTRICAL CONNECTIONE E PANELBOARD -SURFACE MOUNT PANELBOARD -RECESS MOUNT ELECTRICAL SYMBOL LIST SYMBOL:TAG:SPEC SECTION:DESCRIPTION: DIMMER -WALL DIMMER SW WALL CONTROL STATION26 09 33SW LINEAR LUMINAIRES TROFFER WALL SCONCE LUMINAIRE DOWNLIGHT LUMINAIRE INDUSTRIAL LUMINAIRE SINGLE FACE EXIT SIGN DOUBLE FACE EXIT SIGN EMERGENCY UNIT ELECTRICAL SYMBOL LIST SYMBOL:TAG:SPEC SECTION:DESCRIPTION: REC-TAMP 26 27 26 DUPLEX RECEPTACLE, TAMPER RESISTANT, 125V REC-TAMP-GFI 26 27 26 GFI DUPLEX RECEPTACLE, TAMPER RESISTANT, 125V REC-TAMP-QUAD 26 27 26 QUAD RECEPTACLE, TAMPER RESISTANT, 125V REC-DUP 26 27 26 DUPLEX RECEPTACLE, 125V REC-DUP-GFI 26 27 26 DUPLEX GFI RECEPTACLE, 125V REC-DUP-WP 26 27 26 DUPLEX GFI WEATHERPROOF RECEPTACLE 125VW REC-USB 26 27 26 DUPLEX RECEPTACLE, USB CHARGINGU REFER TO LUMINAIRE SCHEDULE PP ARCH PUSH PADPP REC-SIM-630R 26 27 26 RECEPTACLE, 6-30R, 250V REC-SIM-L630R 26 27 26 RECEPTACLE, LOCKING L6-30R, 250V RI-TECH 26 05 33 TECHNOLOGY OUTLET ROUGH-IN RI G REC-DUP-GFI-R 26 27 26 GROUND FAULT DEVICE ELECTRICAL SYMBOL LIST SYMBOL:TAG:SPEC SECTION:DESCRIPTION: COMMON AND SEQUENCE OF OPERATION SUBSCRIPTS SUBSCRIPTS: TYPE / PROGRAMMING WG = WIRE GUARD IS REQUIRED W = WEATHERPROOF A = ATRIUM CA = CLEAN AGENT SYSTEM CR = COMPUTER ROOM E = ELEVATOR RECALL D = HVAC CONTROL DH = DOOR HOLD RELEASE DIPS = DUAL INTERLOCK PREACTION SYS FD = FIRE DOOR RELEASE MP = MEDICAL PROCEDURE S = SLEEPING / PATIENT ROOM SW = STAIRWELL # = 15, 30, 75, 110, 177 CANDELA RATING CD = CANDELA RATING SELECTED BY NICET DESIGNER FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR S #FA-120 28 31 00 FIRE ALARM SMOKE DETECTOR, CEILING OR WALL MOUNT BLANK -PHOTOELECTRIC CO = COMBINATION SMOKE / CARBON MONOXIDE S # FA-130 28 31 00 FIRE ALARM MANUAL PULL STATIONF FA-200 28 31 00 FIRE ALARM VISUAL ALARM DEVICE, CEILING OR WALL MOUNT # = CANDELA RATING. FA-211 28 31 00 COMBINATION AUDIO HORN/CHIME AND VISUAL ALARM DEVICE, CEILING OR WALL MOUNTED # = CANDELA RATING FIRE ALARM DOOR HOLD DEVICE (BY E.C.) DH F # F # N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV.DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E000 ELECTRICAL COVERSHEET MKDTCM 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 ELECTRICAL SHEET INDEX E000 ELECTRICAL COVERSHEET E101 LEVEL 01 DEMOLITION PLAN - ELECTRICAL E102 LEVEL 02 DEMOLITION PLAN - ELECTRICAL E201 LEVEL 01 PLAN - LIGHTING E202 LEVEL 02 PLAN - LIGHTING E211 LEVEL 01 PLAN - POWER E212 LEVEL 02 PLAN - POWER E221 LEVEL 01 PLAN - SYSTEMS E222 LEVEL 02 PLAN - SYSTEMS E400 ELECTRICAL DETAILS E401 ELECTRICAL DETAILS E600 ELECTRICAL SCHEDULES E601 ELECTRICAL PANEL SCHEDULES E700 ELECTRICAL SPECIFICATIONS E701 ELECTRICAL SPECIFICATIONS GRAND TOTAL: 15 100% CDs 10/20/2023 GARAGE OFFICE STAIR EMPLOYEE LOUNGE JANITOR MECH MEDS ED OFFICE BOM OFFICE TLT. KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR CORRIDOR CORRIDOR MC ACTIVITY MECH / ELEC JAN.OFFICE TOILET LOBBYRECEPTION ELEVATOR EMR STOR. AL DINING SERVER STATION PRIVATE DINING MC DINING COUNTRY KITCHEN TOILET VESTIBULE ELEVATOR WAITING OFFICE OFFICE OFFICE CORRIDOR CORRIDOR CORRIDOR UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 149 158 XXX XXX 126 122 124 125 123 128 137 141 145 XXX 139 138 118121 XXX XXX 120 134 133 132 135 136 159 117 119 118 148 146 E S F S S J S F J S J F S J S S J F S S J S J S S S J S S S F J J J J J J J F J S S J J J J S J J S J J J F J S S CO F S S S S S SCO J F DH DH DH E F PP J E PPSCO J E E J F NT NT SSS KP NC KP NCC WAP S WAP KP E S DH NC S WAP NCC E A A A +96" +36" +42" +42"+42" +42" +42" +42" +42" +84" +42" +84" +42" +60" +36" +36" +42" REFRIGERATOR GARBAGE DISPOSER +84" +42" AUTODOOR AUTODOOR +42" A +36" EXISTING NV TONE BOX TO REMAIN TV C1/36" CA TV PHONE DATA FIBER C3C3 A A A W W W EXISTING PANEL 1AA TO REMAIN EXISTING PANEL 1DA TO REMAIN EXISTING FAA TO BE RELOCATED 1 EXISTING SECURITY PANEL TO REMAIN FIRE PLACE FAN EXISTING FAA TO REMAIN PTACPTACPTAC EXHAUST FAN +42" IT SWITCH TO REMAIN A EXISTING SECURITY PANEL TO REMAIN EXISTING FACP EXISTING SWITCHBOARD MSB EXISTING ATS +48" COFFEE PTAC PTAC PTACPTACPTAC PTAC 2 2 3 5 5 7 7 7 7 7 7 7 8 8 8 8 TYP. OF 12 TYP. OF 14 TYP. OF 7 TYP. OF 8 9 10 EXHAUST FAN 11 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E101 LEVEL 01 DEMOLITION PLAN - ELECTRICAL MKDTCM NO R HT 1/8" = 1'-0" LEVEL 01 DEMOLITION PLAN - ELECTRICAL1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 KEYNOTES: 1. EXISTING FIRE ALARM ANNUNCIATOR SHALL BE RELOCATED. DISCONNECT AND PRESERVE ALL CONDUIT AND CONDUCTORS DURING DEMOLITION FOR EXTENSION AND RECONNECTION IN NEW LOCATION. REFER TO E221 DRAWINGS FOR NEW SCOPE OF WORK. 2. DISCONNECT DOOR AUTO OPERATOR, MAINTAINING BRANCH CIRCUIT FOR RECONNECTION TO NEW OPERATOR INSTALLED IN SAME LOCATION. REMOVE ASSOCIATED SURFACE RACEWAY. REFER TO E211 DRAWINGS FOR NEW SCOPE OF WORK. 3. REMOVE EXISTING FLOOD LIGHTS ILLUMINATING MONUMENT SIGN ON SITE NORTH OF BUILDING. PRESERVE EXISTING CONDUIT AND CONDUCTORS FOR CONNECTION OF NEW LUMINAIRES IN SAME LOCATION. REFER TO E201 NEW LIGHTING PLANS FOR ADDITIONAL SCOPE OF WORK. 4. EXISTING DEVICE TO BE REMOVED. EXISTING BACKBOX AND CONDUIT TO ABOVE THE ACCESSIBLE CEILING TO REMAIN FOR REUSE. 5. EXISTING NURSE CALL DEVICE SHALL BE REMOVED AND RELOCATED. PRESERVE DEVICE, ASSOCIATED CONDUIT, AND CONDUCTORS DURING DEMOLITION FOR RECONNECTION IN NEW LOCATION. REFER TO E221 NEW SYSTEMS PLANS FOR ADDITIONAL SCOPE OF WORK. 6. EXISTING COMMUNICATION DEVICE SHALL BE REMOVED AND RELOCATED. PRESERVE DEVICE, ASSOCIATED CONDUIT, AND CONDUCTORS DURING DEMOLITION FOR RECONNECTION IN NEW LOCATION. REFER TO E221 NEW SYSTEMS PLANS FOR ADDITIONAL SCOPE OF WORK. # 100% CDs 10/20/2023 4 4 4 4 5 6 KEYNOTES: 7. EXISTING LUMINAIRE SHALL BE REMOVED AND RELOCATED. REMOVE EXISTING FLUORESCENT LAMP. PRESERVE LUMINAIRE, ASSOCIATED CONDUIT, AND CONDUCTORS DURING DEMOLITION FOR RECONNECTION IN NEW LOCATION. REFER TO E201 NEW LIGHTING PLANS FOR ADDITIONAL SCOPE OF WORK. 8. REMOVE EXISTING FLUORESCENT LAMP FROM EXISTING TO REMAIN LUMINAIRE. 9. REMOVE EXISTING LIGHTING SERVING AREA. PRESERVE EXISTING CIRCUIT, CONDUIT, AND CONDUCTORS DURING DEMOLITION FOR RECONNECTION TO NEW LUMINAIRES IN SAME AREA. REFER TO E201 NEW LIGHTING PLANS FOR ADDITIONAL SCOPE OF WORK. 10. EXISTING SMOKE DETECTOR SHALL BE REMOVED AND REINSTALLED IN SAME LOCATION. PRESERVE CONDUIT AND CONDUCTORS CURRENTLY SERVING DEVICE FOR EXTENSION AND RECONNECTION. REFER TO E221 NEW SYSTEMS PLANS FOR ADDITIONAL SCOPE OF WORK. 11. EXISTING EXHAUST FAN SHALL BE REMOVED. PRESERVE EXISTING CONDUIT AND CONDUCTORS SERVING FAN DURING DEMOLITION FOR EXTENSION TO NEW EXHAUST FAN IN NEW LOCATION SERVING SAME AREA. REFER TO E211 NEW POWER PLANS FOR ADDITIONAL SCOPE OF WORK. # UNIT CORRIDOR ACTIVITY CLOSET ELEVATOR LINEN TLT. LAUNDRY MECH / ELEC JANITOR STAIR CORRIDOR CORRIDOR CORRIDOR CORRIDOR UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT 232 236 238 S4 229 241 237 239 J S S F DH S S S J J J DH DH F S S M NC NTJ S DRYER EXISTING PANEL E TO REMAIN EXISTING PANEL 2BA TO REMAIN EXISTING PANEL 2BB TO REMAIN +42" DATA RACK +36" +36" +24" +36" +42" N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E102 LEVEL 02 DEMOLITION PLAN - ELECTRICAL MKDTCM NO R HT 1/8" = 1'-0" LEVEL 02 DEMOLITION PLAN - ELECTRICAL1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 SHEET NOTES: 1. ALL EXISTING DEVICE COVERPLATES WITHIN SCOPE OF WORK SHALL BE REPLACED WITH NEW WHITE COVERPLATES. REMOVE COVERPLATES DURING DEMOLITION IN PREPARATION FOR REPLACEMENT. REFER TO NEW WORK PLANS FOR FULL SCOPE OF WORK. 100% CDs 10/20/2023 KEYNOTES: 1. EXISTING NURSE CALL DEVICE SHALL BE REMOVED AND RELOCATED. PRESERVE DEVICE, ASSOCATED CONDUIT, AND CONDUCTORS DURING DEMOLITION FOR RECONNECTION IN NEW LOCATION. REFER TO E222 NEW SYSTEMS PLANS FOR ADDITIONAL SCOPE OF WORK. 2. EXISTING COMMUNICATION DEVICE SHALL BE REMOVED AND RELOCATED. PRESERVE DEVICE, ASSOCIATED CONDUIT, AND CONDUCTORS DURING DEMOLITION FOR RECONNECTION IN NEW LOCATION. REFER TO E222 NEW SYSTEMS PLANS FOR ADDITIONAL SCOPE OF WORK. 3. EXISTING SMOKE DETECTOR SHALL BE REMOVED AND REINSTALLED IN SAME LOCATION. PRESERVE CONDUIT AND CONDUCTORS CURRENTLY SERVING DEVICE FOR EXTENSION AND RECONNECTION. REFER TO E221 NEW SYSTEMS PLANS FOR ADDITIONAL SCOPE OF WORK. # 1 2 3 COUNTRY KITCHEN GARAGE OFFICE STAIR EMPLOYEE LOUNGE JANITOR MECH TLT. KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR CORRIDOR CORRIDOR MC ACTIVITY MECH / ELEC JAN.OFFICE TOILET LOBBYRECEPTION ELEVATOR EMR STOR. AL DINING SERVER STATION PRIVATE DINING MC DINING TOILET VESTIBULE ELEVATOR WAITING OFFICE OFFICE OFFICE CORRIDOR CORRIDOR CORRIDOR UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT ED OFFICE BOM OFFICE COPY CALMING SPACE COUNTRY KITCHEN SALES MC LIVING 136 149 158 XXX XXX 125 128 137 141 145 XXX 139 138 118121 XXX XXX 120 134 133 132 135 159 117 119 118 148 146 124 122 123 138 136 127 137 SW SW SW SW SW SW SW SW {LD2} {LD1} {LD1} {LD1} {LD2} {LD2} {LS1} {LS2} {LD2} OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC NT SWSW SW SW {LS2} {LD2} OC {LD2} {LS1} OC SW OC {LD2} SW OC NC NC C F3 1AA-33 F3 F3 1AA-33 F3 F3 1AA-33 F3 F3 1AA-33 F3 F3 1AA-33 F3 F3 1AA-33 F3 F3 1AA-33 F3 F4 1AA-33 F4 F4 1AA-33 F4 F4/20/NLF4 F4 1AA-33 F4 F4 1AA-33 F4 F4 1AA-33 F4 F4 1AA-33 F4 F4 1AA-33 F4 F4 1AA-33 F4 F4 20 NL F4 F4F4 F4F4 F4 20 NL F4 F4 1AA-33 F4 F4 1AA-33 F4 F4 20 NL F4 F4 1AA-33 F4 F4 1AA-33 F4 F4 1AA-33 F4 F4/20/NLF4 F1 1BA-18 a F1 F1 1BA-18 b F1 F1/20/NLF1 F1 1BA-18 b F1 F1/20/NLF1 F1/20/NLF1 F1 1BA-18 b F1 F1/20/NLF1 F1 1BA-18 b F1 F1/20/NLF1 F1 1BA-18 F1 F1 1BA-18 F1 F1 1BA-18 F1 F1/20/NLF1 F1 1BA-18 F1 F1/20/NLF1 F1/20/NLF1 F1 1BA-18 b F1 F1/20/NLF1 F2 1BA-18 b F2 F2 1BA-18 b F2 F2 1BA-18 b F2 F2 1BA-18 b F2 F4 1BA-18 a F4 F4 1BA-18 a F4F4 1BA-18 a F4 F4 1BA-18 a F4 F4/20/NLF4F4 1BA-18 a F4 F5 1AA-33 F5 F4 1BA-18 F4 EXISTING PANEL 1AA EXISTING PANEL 1BA F1/1BA-18F1 F4 1BA-18 b F4 F3 1AA-33 F3 F3 1AA-33 F3 F3 1AA-33 F3 F3 1AA-33 F3 F4 1AA-33 F4 F4 1AA-33 F4 F4 20 NL F4 F4 1AA-33 F4 F4 1BA-18 F4 F4 1BA-18 F4 F5 1AA-33 F5 F5 1AA-33 F5 F3 1AA-33 F3 F5 1AA-33 F5 F5 1AA-33 F5 F5 1AA-33 F5 F5F5 F5F5 F5F5 F5F5 F4 1AA-33 F4 F4 20 NL F4 F4 20 NL F4 F4 1AA-33 F4EX1 20 EX1 a b b 3 3 3 3 3 3 3 4 4 TYPICAL OF 12 TYPICAL OF 14 F6/1AA-33F6 F6/1AA-33F6 F6/1AA-33F6 5 5 5 F7F7 F7F76 6 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E201 LEVEL 01 PLAN - LIGHTING MKDTCM NO R HT 1/8" = 1'-0" LEVEL 01 PLAN - LIGHTING1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 SHEET NOTES: 1. ALL SHADED LUMINAIRES DESIGNATED 'NL' SHALL BE CIRCUITED TO PANEL 'E' UNLESS NOTED OTHERWISE. 2. CUT AND PATCH WALLS AS REQUIRED FOR SCOPE OF WORK. 100% CDs 10/20/2023 KEYNOTES: 1. INSTALL NEW DEVICE UTILIZING THE EXISTING BACKBOX AND CONDUIT ROUTE TO ABOVE THE ACCESSIBLE CEILING. 2. CONNECT LUMINAIRE TO EXISTING NORMAL POWER CIRCUIT AND SWITCH LEG SERVING AREA USING 2#12 & 1#12 GND IN 3/4" CONDUIT. 3. REINSTALL EXISTING LUMINAIRE IN NEW LOCATION SHOWN, CONNECT TO EXISTING NORMAL POWER CIRCUIT PRESERVED DURING DEMOLITION. EXTEND THE EXISTING CONDUIT AND CONDUCTORS AS REQUIRED TO ACHIEVE SWITCHING AS SHOWN. CLEAN AND RELAMP FIXTURE WITH NEW RETROFIT LED PRIOR TO RELOCATION. 4. CLEAN AND RELAMP EXISTING TO REMAIN FIXTURE WITH NEW RETROFIT LED. 5. SURFACE MOUNTED TAPE LIGHT SHALL BE MOUNTED ON THE UNDERSIDE OF SHELVES AND CABINETS. REFER TO ARCHITECTURAL ELEVATIONS FOR ADDITIONAL DETAILS. 6. INSTALL NEW LED FLOODLIGHT FOR MONUMENT SIGN ON SITE NORTH OF BUILDING. CONNECT TO EXISTING CONDUIT AND CONDUCTORS PRESERVED DURING DEMOLITION. CONNECT TO EXISTING LIGHTING CONTROLS PREVIOUSLY SERVING MONUMENT SIGN LIGHTS. AIM OPTICS TO ACHIEVE BEST SIGN ILLUMINATION. # 1 1 1 1 2 2 KEYNOTES: 7. EXTEND EXISTING CIRCUIT, CONDUCTORS, AND CONDUIT PREVIOUSLY SERVING AREA AND PRESERVED DURING DEMOLITION TO NEW LUMINAIRES SERVING AREA. MATCH EXISTING CONDUIT AND CONDUCTOR SIZE FOR CONNECTION TO NEW LUMINAIRES. # 7 7 77 2 UNIT CORRIDOR ACTIVITY ELEVATOR LINEN TLT. MECH / ELEC JANITOR STAIR CORRIDOR CORRIDOR CORRIDOR CORRIDOR UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT SALON 228 232 236 S4 229 241 237 239 238 STORAGE 232A {LD1} SW OC OC OC NT {LS1} {LS2} SW SW OC SW NC SW F3/21/NLF3 F3/21/NLF3 F3/11F3 F3/11F3 F3/11F3 F3/21/NLF3 F3/11F3 F3/21/NLF3 F3/11F3 EXISTING PANEL 2BA F4 2BA-11 F4 F4 2BA-11 F4 F3 2BA-11 F3 EX1/21EX1 F6/11F6 F6/11F6 F6/11F6 1 1 1 F8 11 F8 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E202 LEVEL 02 PLAN - LIGHTING MKDTCM NO R HT 1/8" = 1'-0" LEVEL 02 PLAN - LIGHTING1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 SHEET NOTES: 1. ALL SHADED LUMINAIRES DESIGNATED 'NL' SHALL BE CIRCUITED TO PANEL 'E' UNLESS NOTED OTHERWISE. 2. ALL LUMINAIRES DESIGNATED FOR NORMAL POWER SHALL BE CIRCUITED TO PANEL '2BA' UNLESS NOTED OTHERWISE. 3. CUT AND PATCH WALLS AS REQUIRED FOR SCOPE OF WORK. 100% CDs 10/20/2023 KEYNOTES: 1. SURFACE MOUNTED TAPE LIGHT SHALL BE MOUNTED ON THE UNDERSIDE OF SHELVES AND CABINETS. REFER TO ARCHITECTURAL ELEVATIONS FOR ADDITIONAL DETAILS. # COUNTRY KITCHEN GARAGE OFFICE STAIR EMPLOYEE LOUNGE JANITOR MECH TLT. KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR CORRIDOR CORRIDOR MC ACTIVITY MECH / ELEC JAN.OFFICE TOILET LOBBYRECEPTION ELEVATOR EMR STOR. AL DINING SERVER STATION PRIVATE DINING MC DINING TOILET VESTIBULE ELEVATOR WAITING OFFICE OFFICE OFFICE CORRIDOR CORRIDOR CORRIDOR UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT MEDS ED OFFICE BOM OFFICE COPY CALMING SPACE COUNTRY KITCHEN SALES MC LIVING 136 149 158 XXX XXX 125 128 137 141 145 XXX 139 138 118121 XXX XXX 120 134 133 132 135 159 117 119 118 148 146 126 124 122 123 138 136 127 137 E J J J J J J J J J J J J J J J J J E E T E E E T PP PP G G T E A/1BA-20 A/1BA-22 1BA-20 1BA-20 1BA-20 A/1BA-20 1BA-22 1BA-22 A/1BA-22 A/1BA-22 1BA-24 A/1BA-24 1BA-24 TV/+60"/1BA-26 1BA-26 COFFEE/A/1BA-26 A/1BA-26 COPIER/1BA-30 A/1DA-16 1DA-16 TV/+60"/1DA-16 1DA-16 1DA-16 A/1DA-14 UC REFRIGERATOR/1DA-20 UC FREEZER/1DA-18 A/1DA-14 A/1DA-14 1DA-14 1DA-14 1DA-14 1DA-14 1AA-41 1AA-41 1AA-41 1AA-341AA-34 1AA-341AA-34 1 1 1BA-32 1BA-32 TOWEL WARMER/1BA-32 EXISTING PANEL 1BA A REFRIGERATOR/1AA-36 MICROWAVE/A/1AA-37 COFFEE/A/1AA-39 TURBOCHEF OVEN/A/1BA-34,36 EXISTING PANEL 1DA EXISTING PANEL 1AA ESPRESSO/A/1DA-21,23 BEVERAGE DISPENSER/A/1DA-22 REFRIGERATOR/1DA-25 FIREPLACE/1DA-24 2 2 KIOSK/1BA-39 WATER DISPENSER/A/1BA-38 FIREPLACE/1BA-40 MEDICINE FRIDGE/1BA-41 L/1DA-16 3 3 A/1DA-26 A/1DA-26 MX-FIREPLACE MX-FIREPLACE AUTODOOR AUTODOOR 4 4 55 55 5 5 5 5 5 5 5 5 5 5 5 6 5 6 6 6 6 6 6 6 6 5 5 5 EF-2 7 7 BACK-LIT SIGNAGE/+81"/1BA-38 8 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E211 LEVEL 01 PLAN - POWER MKDTCM NO R HT 1/8" = 1'-0" LEVEL 01 PLAN - POWER1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 KEYNOTES: 1. CONNECT NEW DOOR AUTO OPERATOR TO EXISTING BRANCH CIRCUIT MAINTAINTED DURING DEMOLITION. 2. PROVIDE AND INSTALL MANUAL SWITCH ABOVE CEILING FOR NEARBY FIREPLACE. REFER TO E600 STARTER/DISCONNECT SCHEDULE FOR ADDITIONAL INFORMATION. 3. COORDINATE FIREPLACE RECEPTACLE LOCATION AND MOUNTING HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION. 4. COORDINATE AUTODOOR PUSH PAD LOCATION AND MOUNTING HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION. 5. REPLACE EXISTING DUPLEX RECEPTACLE WITH NEW TAMPERPROOF DUPLEX RECEPTACLE IN SAME LOCATION, WITH SAME CIRCUIT, AND NEW WHITE FACEPLATE. 6. PROVIDE EXISTING DUPLEX RECEPTACLE WITH NEW WHITE FACEPLATE. 7. CONNECT NEW EXHAUST FAN EF-2 TO CIRCUIT PRESERVED DURING DEMOLITION PREVIOUSLY SERVING EXHAUST FAN IN SAME AREA. EXTEND EXISTING CONDUIT AND CONDUCTORS AS REQUIRED FOR SCOPE OF WORK, MATCHING EXISTING SIZES. PROVIDE AND CONNECT NEW SINGLE POLE ON/OFF SWITCH IN ROOM FOR CONTROL OF NEW FAN. 8. COORDINATE BACK-LIT SIGNAGE RECEPTACLE LOCATION AND MOUNTING HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION. # 100% CDs 10/20/2023 SHEET NOTES: 1. CUT AND PATCH WALLS AS REQUIRED FOR SCOPE OF WORK. 2 UNIT CORRIDOR ACTIVITY ELEVATOR LINEN TLT. MECH / ELEC JANITOR STAIR CORRIDOR CORRIDOR CORRIDOR CORRIDOR UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT SALON 232 236 S4 229 241 237 239 238 STORAGE 232A T J T E E EF-1/2BA-23A/2BA-17 A/2BA-17 2BA-17 2BA-17 A/2BA-19 A/2BA-19 A/2BA-19 A/2BA-19 +64"/2BA-19 2BA-19 EXISTING PANEL 2BA SEAT HEATER/2BA-21 +44"/2BA-17 2BA-17 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E212 LEVEL 02 PLAN - POWER MKDTCM NO R HT 1/8" = 1'-0" LEVEL 02 PLAN - POWER1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 KEYNOTES: 1. EXHAUST FAN EF-1 CONNECTION LOCATED ON ROOF. DISCONNECT PROVIDED BY MANUFACTRURER, INSTALLED BY E.C. 2. PROVIDE EXISTING DUPLEX RECEPTACLE WITH NEW WHITE FACEPLATE. # 1 100% CDs 10/20/2023 SHEET NOTES: 1. CUT AND PATCH WALLS AS REQUIRED FOR SCOPE OF WORK. 2 2 2 COUNTRY KITCHEN GARAGE OFFICE STAIR EMPLOYEE LOUNGE JANITOR MECH TLT. KITCHEN DIETICIAN PANTRY MECH LAUNDRY SOILED CLEAN CORRIDOR CORRIDOR CORRIDOR MC ACTIVITY MECH / ELEC JAN.OFFICE TOILET LOBBYRECEPTION ELEVATOR EMR STOR. AL DINING SERVER STATION PRIVATE DINING MC DINING TOILET VESTIBULE ELEVATOR WAITING OFFICE OFFICE OFFICE CORRIDOR CORRIDOR CORRIDOR UNITUNIT UNIT UNIT UNITUNITUNITUNITUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT MEDS ED OFFICE BOM OFFICE COPY CALMING SPACE COUNTRY KITCHEN SALES MC LIVING 136 149 158 XXX XXX 125 128 137 141 145 XXX 139 138 118121 XXX XXX 120 134 133 132 135 159 117 119 118 148 146 126 124 122 123 138 136 127 137 S F S S S F F S S S F S F S F S S CO F S SCO F S SS SS S F 30 30 F 75 NT NT SSS KP WAP S WAP KP NC S WAP F S 15 15 S 15 15 F 15 F 30 15 SS S S SS NC NC C S F 30 F 30 S15 30 RELOCATED EXISTING FAA 1 EXISTING FACP 2 2 3 4 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E221 LEVEL 01 PLAN - SYSTEMS MKDTCM NO R HT 1/8" = 1'-0" LEVEL 01 PLAN - SYSTEMS1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 KEYNOTES: 1. NEW LOCATION OF EXISTING FIRE ALARM ANNUNCIATOR PRESERVED DURING DEMOLITION. RECONNECT DEVICE IN NEW LOCATION, EXTENDING AND MATCHING EXISTING CONDUIT AND CONDUCTOR SIZES. COORDINATE FINAL LOCATION WITH FACILITY FACULTY BEFORE INSTALLATION. 2. NEW LOCATION OF EXISTING NURSE CALL DEVICE PRESERVED DURING DEMOLITION. RECONNECT DEVICE TO EXISTING CIRCUIT IN NEW LOCATION, EXTENDING AND MATCHING CONDUIT AND CONDUCTOR SIZES. 3. NEW LOCATION OF EXISTING COMMUNICATION DEVICE PRESERVED DURING DEMOLITION. RECONNECT DEVICE TO EXISTING CIRCUIT IN NEW LOCATION, EXTENDING AND MATCHING CONDUIT AND CONDUCTOR SIZES. 4. EXISTING SMOKE DETECTOR SHALL BE REINSTALLED IN SAME LOCATION. EXTEND CONDUIT AND CONDUCTORS PRESERVED DURING DEMOLITION TO RECONNECT DEVICE, MATCHING EXISTING CONDUIT AND CONDUTOR SIZE. # SHEET NOTES: 1. ALL NEW FIRE ALARM DEVICES SHALL BE CONNECTED TO EXISTING FACP LOCATED IN LEVEL 01 MECH/ELEC ROOM. 2. CUT AND PATCH WALLS AS REQUIRED FOR SCOPE OF WORK. 100% CDs 10/20/2023 2 UNIT CORRIDOR ACTIVITY ELEVATOR LINEN TLT. MECH / ELEC JANITOR STAIR CORRIDOR CORRIDOR CORRIDOR CORRIDOR UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNITUNITUNITUNIT UNIT UNITUNIT UNITUNIT UNIT UNIT UNIT SALON 228 232 236 S4 229 241 237 239 238 STORAGE 232A F DH F S SS S S F 30 NT S F M NC SS 3 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E222 LEVEL 02 PLAN - SYSTEMS MKDTCM NO R HT 1/8" = 1'-0" LEVEL 02 PLAN - SYSTEMS1 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 SHEET NOTES: 1. ALL NEW FIRE ALARM DEVICES SHALL BE CONNECTED TO EXISTING FACP LOCATED IN LEVEL 01 MECH/ELEC ROOM. 2. CUT AND PATCH WALLS AS REQUIRED FOR SCOPE OF WORK. 100% CDs 10/20/2023 KEYNOTES: 1. NEW LOCATION OF EXISTING NURSE CALL DEVICE PRESERVED DURING DEMOLITION. RECONNECT DEVICE TO EXISTING CIRCUIT IN NEW LOCATION, EXTENDING AND MATCHING CONDUIT AND CONDUCTOR SIZES. 2. NEW LOCATION OF EXISTING COMMUNICATION DEVICE PRESERVED DURING DEMOLITION. RECONNECT DEVICE TO EXISTING CIRCUIT IN NEW LOCATION, EXTENDING AND MATCHING CONDUIT AND CONDUCTOR SIZES. 3. EXISTING SMOKE DETECTOR SHALL BE REINSTALLED IN SAME LOCATION. EXTEND CONDUIT AND CONDUCTORS PRESERVED DURING DEMOLITION TO RECONNECT DEVICE, MATCHING EXISTING CONDUIT AND CONDUTOR SIZE. # 1 2 EQUIPMENT GROUND BONDED TO JUNCTION BOX BY GROUNDING SCREW. NEC 250.148 JUNCTION BOX WIRE NUT OR APPROVED EQUAL RATED WALL (CONSTRUCTION VARIES) FIRE SEALANT FIRE SEALANT PENETRATING ITEM PENETRATING ITEM RATED FLOOR (CONSTRUCTION VARIES) NOTES: 1. THIS GENERAL DETAIL APPLIES TO ALL ITEMS PENETRATING FIRE RATED WALLS OR FLOORS. THE INTENT IS TO MAINTAIN THE FIRE RATING AND TO ALLOW LONGITUDINAL MOVEMENT. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. KEYNOTES: 1. SCHEDULE 5 PIPE SLEEVE EMBEDDED IN WALL OR FLOOR, OR SMOOTH CORE DRILL. EACH CONTRACTOR FURNISHES SLEEVE TO G.C., COORDINATES SLEEVE LOCATIONS AND DEBURS SLEEVE. G.C. BUILDS SLEEVE INTO WALL OR FLOOR ALLOWING NO GAP AROUND SLEEVE. IF SLEEVE IS NOT PROVIDED WHEN WALL OR FLOOR IS BUILT, CONTRACTOR SHALL INSTALL SLEEVE. SLEEVE SIZE SHALL ALLOW ANNULAR SPACE REQUIRED BY THE SELECTED FIRE STOP SYSTEM. 2. INSTALL BACKING MATERIAL, SUCH AS MINERAL WOOL SAFING, AS REQUIRED FOR FIRE STOP SYSTEM. INSTALL IN ACCORDANCE WITH FIRE STOP SYSTEM APPLICATION LISTING. SECURE TO WALL OR FLOOR TO ALLOW LONGITUDINAL MOVEMENT OF PENETRATING ITEM WITHOUT MOVEMENT OF FIRE BARRIER. 3. WATER-TIGHT WELDED 1"x1" 20 GAUGE MINIMUM GALVANIZED SHEET METAL ANGLE FRAME, BY CONTRACTOR IN EQUIPMENT ROOMS FOR WATER STOP. PLACE A BEAD OF WATERPROOF SEALANT BETWEEN FLOOR AND BOTTOM OF ANGLE FRAME. SECURE TO FLOOR WITH MASONRY ANCHORS IN CORNERS AND ON 12" MAXIMUM CENTERS. MULTIPLE PENETRATING ITEMS MAY BE ENCLOSED IN ONE FRAME. # 2 3 1 2 3 1 2 REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION PLASTER RING TO COME WITHIN 1/8" OF FINAL SURFACE STUD MOUNTING BRACKET SHALL PROVIDE SUPPORT FROM STUD AND BACK OF WALL OR TWO STUDS NOTES: 1. THE INTENT OF THE DETAIL IS TO ALIGN AND GROUP DEVICE ROUGH-INS FOR POWER AND LOW VOLTAGE TECHNOLOGY SYSTEMS. SOLIDLY MOUNTED AND THE SURFACE OF THE TRIM IS EITHER FLUSH WITH THE WALL SURFACE OR W ITHIN 1/8" OF THE WALL SURFACE. JUNCTION BOXES LARGER THAN 4" SQUARE SHALL BE MOUNTED IN A MANNER THAT IS SIMILAR TO THE SYSTEM NOTED ABOVE OR ACHIEVES THE SAME RESULTS. 2. PLASTER RINGS DEPTH SHALL BE 1/8" DEEPER THAN THE GYP BOARD APPLIED TO THE WALL. PLASTER RING SHALL BE 3/4" FOR USE WITH 5/8" GYP BOARD. 3. METAL STUD-TO-STUD MOUNTING BRACKETS FOR MULTIPLE BOXES BETWEEN STUD. ERICO CADDY RBS## SERIES, EATON B-LINE BB SERIES, OR EQUAL 4. MOUNTING SUPPORT BRACKETS SIZES FOR SINGLE BOXES IN A STUD CAVITY SHALL MATCH THE STUD DEPTH. ERICO CADDY H## SERIES, EATON B-LINE BB## SERIES, OR EQUAL. 5. WHERE RECEPTACLE AND TECHNOLOGY DEVICES ARE SHOWN SERVING A COMMON COMPUTER OR EQUIPMENT, OR SHOWN IN SIMILAR LOCATIONS ON THE DRAWINGS THE DEVICES SHALL BE INSTALLED IN THE SAME STUD CAVITY WITH MOUNTING BRACKETS OR ALIGNED ON OPPOSITE SIDES OF A COMMON STUD WITH SEPARATE SUPPORT. ALIGNED AND GROUPED POWER AND LOW VOLTAGE ROUGH-INS PLAN VIEW ADDITIONAL BOX SUPPORT RATED WALLS: MOLDABLE FIRE STOP PAD, FIVE SIDES OF BOX. 3M TAPE MPP-43, UL R9700 PLASTER RING TO COME WITHIN 1/8" OF FINAL SURFACESTUD ADDITIONAL BOX SUPPORT REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION NOTES: 1. HORIZONTAL CONDUIT CONNECTION BETWEEN BOXES LESS THAN 2'-0" NOT PERMITTED. SEE SPECIFICATIONS AND DRAWING NOTES FOR ADDITIONAL SPACE REQUIREMENTS BETWEEN DEVICES. ## -### ############ ##-####-####-## KITCHEN EQUIPMENT IDENTIFICATION (TYP) FACELESS GFCI DEVICE. GROUP MOUNT DEVICES UNDER A COMMON FACEPLATE. REFER TO PLANS FOR QUANTITY. MOUNT +42" AFF (TYP) COVER PLATE (TYP) DEVICE AS SHOWN ON DRAWING, REFER TO PLANS AND MATERIAL LIST FOR INSTALLATION OF DUPLEX OR QUAD RECEPTACLES QUAD OR DUPLEX DEVICES AT KITCHEN EQUIPMENT REMOTE GROUP MOUNTED FACELESS GFCI PANEL AND CIRCUIT IDENTIFICATION (TYP) NOTES: 1. EACH RECEPTACLE DEVICE AS NOTED ON THE DRAWINGS SHALL BE WIRED WITH A REMOTE FACELESS GROUND FAULT PROTECTION DEVICE. 2. GROUP MOUNT FACELESS GFCI DEVICES IN COMMON REMOTE LOCATIONS AS SHOWN ON THE PLANS. N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E400 ELECTRICAL DETAILS MKDTCM 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 NO SCALE JUNCTION BOX GROUNDING DETAIL4 NO SCALE FIRE BARRIER PENETRATION1 NO SCALE BACKBOX MOUNTING DETAIL2 NO SCALE SIDE BY SIDE DEVICE OPENINGS3 NO SCALE REMOTE GFCI DETAIL5 100% CDs 10/20/2023 SYSTEM INPUTS SEQUENCE OF OPERATION PA N E L / A N N U N C I A T O R AL A R M I N D I C A T I O N AU D I B L E A L A R M S SE Q U E N C E VI S U A L A L A R M S SE Q U E N C E MANUAL PULL STATION SMOKE DETECTOR FF X X X X X X NOTES: 1. PARTIAL EVACUATION OR RELOCATION OF OCCUPANTS IS THE STANDARD OPERATING PROCEDURE FOR THIS FACILITY IN THE EVENT OF AN ALARM. THEREFORE, ALL NOTIFICATION APPLIANCE CIRCUITS MUST BE INSTALLED AND PROTECTED IN ACCORDANCE WITH THE CIRCUIT SURVIVABILITY REQUIREMENTS DESCRIBED IN NFPA 72. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SS J NACCI CI CI CI CI SIGNAL LINE CIRCUIT (SLC) NOTIFICATION APPLIANCE CIRCUIT (NAC) EVACUATION -SIGNALING ZONE # NOTIFICATION APPLIANCE CIRCUIT (NAC) EXISTING FAA-# EXISTING FACP-# SIGNAL LINE CIRCUIT(SLC) CIRCUIT INTEGRITY WIRING (TYP) 2 3 4 2 J 3 F # KEYNOTES: 1. REPRESENTATIVE OF PROGRAMMABLE I/O POINTS IN THE PANEL OR A GENERAL SYSTEM TROUBLE/ALARM CONTACT CONNECTED TO THE SYSTEM NOTED. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 2. REFER TO SPECIFICATION FOR REQUIREMENTS OF EACH INITIATION LOOP AND WIRING STYLE. REFER TO FLOOR PLANS FOR DEVICES AND THEIR LOCATIONS. 3. REFER TO SPECIFICATION FOR REQUIREMENTS OF EACH NOTIFICATION APPLIANCE CIRCUIT AND WIRING STYLE. REFER TO FLOOR PLANS FOR DEVICES AND THEIR LOCATIONS. 4. PROVIDE NOTIFICATION APPLIANCE EXTENDER PANELS AS REQUIRED. DETERMINATION OF NEED TO BE MADE BY FIRE ALARM VENDOR. REFER TO SPECIFICATIONS FOR REQUIREMENTS AND ACCEPTABLE MOUNTING LOCATIONS. NOTES: 1. THE RISER DIAGRAM IS INTENDED TO CONVEY THE TYPES OF FIRE ALARM CONNECTIONS AND SPECIFICALLY DOES NOT INDICATE QUANTITIES, NUMBER OF CIRCUITS REQUIRED OR DISTANCES. 2. THE COMPLETE FIRE ALARM SYSTEM SHALL MEET ALL APPLICABLE CODES AND MANUFACTURER'S RECOMMENDATIONS. 3. CONTRACTOR SHALL COORDINATE ALL WIRE SIZES, TYPES AND REQUIREMENTS WITH THE VENDOR PRIOR TO BID. REFER TO SPECIFICATIONS TO DETERMINE CIRCUIT STYLES AND IF CONDUIT IS REQUIRED OR PLENUM RATED CABLE IS ACCEPTABLE. 4. ALL +120VAC WIRING REQUIRED FOR OPERATION OF THE SYSTEM AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 5. ALL NECESSARY RELAYS MAY NOT BE SHOWN ON THIS PLAN, BUT WHERE REQUIRED FOR PROPER OPERATION OF THE SYSTEM THEY SHALL BE PROVIDED BY THE CONTRACTOR. 6. PARTIAL EVACUATION OR RELOCATION OF OCCUPANTS IS THE STANDARD OPERATING PROCEDURE FOR THIS FACILITY IN THE EVENT OF AN ALARM. THEREFORE, ALL NOTIFICATION APPLIANCE CIRCUITS MUST BE INSTALLED AND PROTECTED IN ACCORDANCE WITH THE CIRCUIT SURVIVABILITY REQUIREMENTS DESCRIBED IN NFPA 72. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. # F # F F # F # F # F # S #F 1 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E401 ELECTRICAL DETAILS MKDTCM 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 100% CDs 10/20/2023 NO SCALE FIRE ALARM OPERATION MATRIX1 NO SCALE FIRE ALARM RISER2 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E600 ELECTRICAL SCHEDULES MKDTCM 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 GENERAL REQUIREMENTS: 1. WHEN 'SWITCH ID' IS NOT PROVIDED, THE WALL CONTROL DEVICE SHALL CONTROL ALL LIGHTS WITHIN THE ROOM. 2. THE LIGHTING CONTROL SYSTEM SHALL MEET THE REQUIREMENTS OF 2018 INTERNATIONAL ENERGY CONSERVATION CODE. 3. OCCUPANCY/VACANCY SENSOR SHALL BE INSTALLED INTEGRAL TO WALL CONTROL DEVICE WHERE CEILING MOUNTED SENSORS ARE NOT SHOWN ON DRAWINGS, BUT THE SEQUENCE OF OPERATIONS FOR THE SPACE REQUIRES OCCUPANCY/VACANCY CONTROL. 4. WHERE MULTIPLE SWITCH IDS ARE PROVIDED FOR A SINGLE SWITCH LOCATION THAT LOCATION SHALL CONTROL AS ZONES INDICTED. PROVIDE MULTIPLE SWITCHES OR MULTI-BUTTON SWITCHES AS REQUIRED TO PROVIDE CONTROL OF EACH ZONE AS REQUIRED PER THE LIGHTING SEQUENCE OF OPERATIONS FOR THAT ZONE. 5. WHERE EGRESS LIGHTS ARE SHOWN AS SWITCHED EMERGENCY 'SE' AND HAVE COMMON SWITCHING WITH THE OTHER LIGHTS IN THE ROOM, THEY SHALL BE PROVIDED WITH A U.L. 924 DEVICE TO TURN THE LIGHTS ON TO 100% UPON THE LOSS OF NORMAL POWER OR ACTIVATION OF THE FIRE ALARM SYSTEM. 6. WHERE DAYLIGHTING ZONES ARE SHOWN ON THE DRAWING, THEY SHALL BE DIMMED LOCALLY TO THE LUX LEVEL INDICATED ON THE DRAWING BY THE DAYLIGHT SENSOR, AND GLOBALLY BY THE WALL CONTROL DEVICE WITH THE REMAINDER OF THE LIGHTS IN THE ROOM. LIGHTING SEQUENCE OF OPERATION PLAN ID LIGHTING SWITCHED {LD1} SEQUENCE: MANUAL DIMMING WITH OCCUPANCY CONTROL. ON: LIGHTS ARE TURNED ON MANUALLY BY USING WALL CONTROL DEVICE OR AUTOMATICALLY WHEN THE OCCUPANCY SENSOR(S) ARE ACTIVATED (BOTH TECHNOLOGIES ARE ACTIVATED). LIGHTS SHALL REMAIN ON WHILE EITHER TECHNOLOGY IS ACTIVATED. ADJUST: DIMMABLE LIGHTS ARE RAISED/LOWERED USING WALL CONTROL DEVICE. OFF: LIGHTS ARE TURNED OFF MANUALLY BY USING THE WALL CONTROL DEVICE OR AUTOMATICALLY AFTER SPACE HAS BEEN VACATED FOR 20 MINUTES. {LD2} SEQUENCE: MANUAL DIMMING WITH VACANCY CONTROL. ON: LIGHTS ARE TURNED ON MANUALLY BY USING WALL CONTROL DEVICE. ADJUST: DIMMABLE LIGHTS ARE RAISED/LOWERED USING WALL CONTROL DEVICE. OFF: LIGHTS ARE TURNED OFF MANUALLY BY USING THE WALL CONTROL DEVICE OR AUTOMATICALLY AFTER SPACE HAS BEEN VACATED FOR 20 MINUTES. {LS1} SEQUENCE: MANUAL SWITCHING WITH OCCUPANCY CONTROL. ON: LIGHTS ARE TURNED ON MANUALLY BY USING WALL CONTROL DEVICE OR AUTOMATICALLY WHEN THE OCCUPANCY SENSOR(S) ARE ACTIVATED (BOTH TECHNOLOGIES ARE ACTIVATED). LIGHTS SHALL REMAIN ON WHILE EITHER TECHNOLOGY IS ACTIVATED. OFF: LIGHTS ARE TURNED OFF MANUALLY BY USING THE WALL CONTROL DEVICE OR AUTOMATICALLY AFTER SPACE HAS BEEN VACATED FOR 20 MINUTES. {LS2} SEQUENCE: MANUAL SWITCHING WITH VACANCY CONTROL. ON: LIGHTS ARE TURNED ON MANUALLY BY USING WALL CONTROL DEVICE. OFF: LIGHTS ARE TURNED OFF MANUALLY BY USING THE WALL CONTROL DEVICE OR AUTOMATICALLY AFTER SPACE HAS BEEN VACATED FOR 20 MINUTES. REFER TO SPECIFICATION SECTIONS LED LIGHTING 26 51 19 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. INTERIOR CORRELATED COLOR TEMPERATURE 3500K, COLOR RENDERING INDEX (CRI) AT OR ABOVE 80, UNLESS NOTED OTHERWISE. CATALOG NUMBER SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND CATALOG NUMBER ONLY. THE COMPLETE DESCRIPTION AND THE SPECIFICATION SHALL BE COORDINATED WITH THE CATALOG NUMBER TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN. VERIFY AND COORDINATE ALL CEILING TYPES WITH LUMINAIRE MOUNTING AND TRIM REQUIREMENTS PRIOR TO THE RELEASE OF THE LUMINAIRE ORDER. CONFIRM ALL COLORS AND FINISHES OF ALL LUMINAIRE COMPONENTS WITH ARCHITECT AND INTERIOR DESIGNER PRIOR TO THE RELEASE OF THE LUMINAIRE ORDER. UNLESS INDICATED ON LIGHTING PLANS OR BELOW, REFER TO ARCHITECTURAL AND INTERIOR DESIGN ELEVATIONS, SECTIONS AND DETAILS FOR ALL SUSPENDED AND WALL MOUNTED LUMINAIRE MOUNTING HEIGHTS. DMX - DIGITAL MULTIPLEX EM - EMERGENCY BATTERY ML - MULTI-LEVEL SWITCHING O - OTHER (SEE DESCRIPTION) DALI - DIGITAL ADDRESSABLE ELV - ELECTRONIC LOW VOLTAGE LINE - LINE VOLTAGE DIMMING REM - REMOTE 0-10V - 0-10V DIMMING EB - ELECTRONIC HL - HIGH/LOW (100%/50%) STEP DIM MV - MULTI-VOLTAGE ELECTRONIC (TYPE) DRIVER: PL - POLE O - OTHER (SEE DESCRIPTION) DLED - DYNAMIC TUNABLE LED WLED - WARM DIM LED P - PERIMETER WL - WALL OLED - ORGANIC LED RLED - RETROFIT LED FR - FLANGED RECESSED UC - UNDER CABINET TLED - TUBULAR LED LAMP RGBA - COLOR CHANGING + AMBER CV - COVE SU - SURFACE LED - LIGHT EMITTING DIODE RGBW - COLOR CHANGING + WHITE CL - CEILING SURFACE SP - SUSPENDED (TYPE) LED RGB - COLOR CHANGING LED (MTG) MOUNTING:RE - RECESSED (WATT) PER: FIX - FIXTURE, FT - FOOT, LAMP CFSA - COLOR-FINISH SELECTION BY ARCHITECT [DESIGN SPECIFIC BLANKS] PAF - PAINT AFTER FABRICATION WW - WALL WASH K - KSH12 .125" ACRYLIC O - OTHER (SEE DESCRIPTION) FINISH:VWD - VERY WIDE G - TEMPERED GLASS SS - SEMI-SPECULAR CLEAR RS - REGRESSED STEEL V - ANSI/IES TYPE 5 DISTRIBUTION WD - WIDE F - FROSTED ACRYLIC R - HIGH IMPACT DR ACRYLIC RA - REGRESSED ALUMINUM IV - ANSI/IES TYPE 4 DISTRIBUTION MD - MEDIUM C - CLEAR ALZAK P - POLYCARBONATE FS - FLAT STEEL III - ANSI/IES TYPE 3 DISTRIBUTION SP - SPOT B - BAFFLE/LOUVER N - NONE FA - FLAT ALUMINUM II - ANSI/IES TYPE 2 DISTRIBUTION NSP - VERY NARROW SPOT A - .125" ACRYLIC M - MATTE DIFFUSE CLEAR (DESC) DOOR: DISTRIBUTION: BEAMWIDTH: (L/L) LENS/LOUVER:K19 - KSH19 .156" ACRYLIC LED LUMINAIRE SCHEDULE ITEM DESCRIPTION L/L MTG DIMENSIONS WATT LED DRIVER MANUFACTURER AND MODELL W H DIA. ANSI WATTS PER TYPE QTY DELIVERED LUMENS (MIN)VOLTS TYPE EX1 SINGLE-FACE EXIT SIGN, WHITE THERMOPLASTIC BODY, RED LETTERS, UNIVERSAL ARROWS/MOUNTING O CL 1'-1" 2" 9" 1 W FIX LED 1 L.E.D. 120 V EM LITHONIA LRP SURE-LITES EU CHLORIDE 45VL F1 ARCHITECTURAL PENDANT FIXTURE, BLACK METAL WITH WOOD FINISH, CLEAR SEEDED GLASS DIFFUSER AND FOUR EDISON BULBS. PROVIDE 60W LED EQUIVALENT S18 EDISON BULB FITTING E26 SOCKET. G SP 1'-9 1/2" 1'-9 1/4" 28 W FIX LED 4 3200 LUMENS 120 V 0-10V KICHLER 34822 NO OTHER EQUALS F2 ARCHITECTURAL PENDANT FIXTURE, BLACK METAL WITH WOOD FINISH, CLEAR SEEDED GLASS DIFFUSER AND ONE EDISON BULB. PROVIDE 60W LED EQUIVALENT S21 EDISON BULB FITTING E26 SOCKET. G SP 1'-2" 8" 7 W FIX LED 1 800 LUMENS 120 V 0-10V KICHLER 82281 NO OTHER EQUALS F3 ARCHITECTURAL SURFACE MOUNTED LIGHT, BLACK METAL WITH WOOD FINISH, CLEAR SEEDED GLASS DIFFUSER AND THREE EDISON BULBS. PROVIDE 60W LED EQUIVALENT LED EQUIVALENT S21 EDISON BULB FITTING E26 SOCKET. G CL 10 1/2" 1'-2" 21 W FIX LED 3 2400 LUMENS 120 V 0-10V KICHLER 38171 NO OTHER EQUALS F4 OPEN RECESSED DOWNLIGHT, CLEAR SPECULAR PARABOLIC SELF TRIMMING REFLECTOR, DAMP LABEL. O RE 9 1/2" 6" 10 W FIX LED 1 1000 LUMENS 120 V 0-10V PORTFOLIO HD6-6701 C PRESCOLITE 1224-ST362 GOTHAM A6AR F5 RECESSED INDIRECT/DIRECT, PERFORATED METAL LAMP SHIELD WITH ACRYLIC DIFFUSER. O RE 4'-0" 2'-0" 5 1/2" 39 W FIX LED 1 4800 LUMENS 120 V 0-10V LITHONIA BLT METALUX CRUZ ST OR ENGINEER APPROVED EQUIVALENT F6 LINEAR LED TAPE LIGHT LOW PROFILE SEMI-FROSTED LENSED HOUSING RATED FOR OUTDOOR USE, REMOTE PROVIDED DRIVER. CONTINUOUS RUNS. COORDINATE EXACT WIRE SIZE REQUIRED BETWEEN THE DRIVER AND LEDS WITH THE MANUFACTURER BASED ON THE DRIVER INSTALLATION LOCATION, CONDUIT ROUTING, AND TOTAL LOAD. WET LISTED. REMOTE DRIVE SHALL BE INSTALLED ABOVE AN ACCESSIBLE CEILING. O SU <varies > 1 1/4" 3" 1 W FT LED 1 132 LUMENS 120 V MV LUMINII LINELED LL42 VARIOLED FLEX HYDRA LD LED LINEAR LUMINARIS HD F7 FLOOD LIGHT, KNUCKLE MOUNTED, ALUMINUM HOUSING, POWDER COAT FINISH, TEMPERED GLASS LENS, GASKETED, [?x?] BEAM SPREAD, [CUSTOM] COLOR SELECTION BY ARCHITECT FROM STANDARD COLORS. O SU 3 133/25 6" 8 55/64" 1'-1 95/256 " 42 W FIX LED 1 5200 LUMENS 120 V MV LITHONIA DSXF1 DAYBRITE OR ENGINEER APPROVED EQUIVALENT F8 4' LED INDUSTRIAL FIXTURE WITH SEMI-FROSTED LENS. A SU 4'-0" 1'-0" 4 1/4" 16 W FT LED 1 2200 LUMENS 120 V MV LITHONIA ZTL METALUX SLNED DAYBRITE CFIFSS CIRCUIT KEY NOTES:*N - E.C. SHALL PROVIDE NEW 20A/1P BREAKER FOR CONNECTION OF NEW LOAD. *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:150.1 A TOTAL CONNECTED AMPS:150.10 A Receptacles 4.62 kVA 100.00% 4.62 kVA TOTAL ESTIMATED DEMAND LOAD:54.077 kVA Power 48.672 kVA 100.00% 48.672 kVA TOTAL CONNECTED LOAD:54.08 kVA Lighting 0.785 kVA 100.00% 0.785 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:162.20 148.64 141.67 Total Load:19.35 kVA 17.73 kVA 17.00 kVA *N 41 Receptacles 20 A 1 0.54 0.83 -- -- -- -- -- ----42 -- *N 39 Receptacles, Coffee 20 A 1 1 0.83 -- -- -- -- -- ----40 -- *N 37 Receptacles, Micro 20 A 1 1 0.83 3 30 A EXISTING LOAD 38 *N 35 Receptacles 20 A 1 0.18 1 1 20 A Receptacles, Ref.36 *N *N 33 Lighting 20 A 1 0.79 0.9 1 20 A Receptacles 34 *N 31 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 32 29 EXISTING LOAD 20 A 1 1.44 1.25 -- -- -- -- -- ----30 -- 27 EXISTING LOAD 20 A 1 1.44 1.25 2 20 A EXISTING LOAD 28 25 EXISTING LOAD 20 A 1 1.44 1.87 -- -- -- -- -- ----26 -- 23 EXISTING LOAD 20 A 1 1.44 1.87 2 30 A EXISTING LOAD 24 21 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 22 19 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 20 17 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 18 15 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 16 13 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 14 11 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 12 9 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 10 7 EXISTING LOAD 20 A 1 1.44 1.25 -- -- -- -- -- ----8 -- 5 EXISTING LOAD 20 A 1 1.44 1.25 2 20 A EXISTING LOAD 6 3 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 4 1 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 2 K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G VD % A B C VD % WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: SCCR:10 kA WIRE:4 GROUND BUS PHASE:3 ENCLOSURE:NEMA 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:RECESSED SINGLE TUB MAIN:150 A MLO EXISTING PANEL 1AA CIRCUIT KEY NOTES:*N - E.C. SHALL PROVIDE NEW 120V 20A/1P BREAKER FOR CONNECTION OF NEW LOAD. *N1 - E.C. SHALL PROVIDE NEW 208V 30A/2P BREAKER FOR CONNECTION OF NEW LOAD. *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:137.6 A TOTAL CONNECTED AMPS:137.60 A Receptacles 7.92 kVA 100.00% 7.92 kVA TOTAL ESTIMATED DEMAND LOAD:49.573 kVA Power 41.184 kVA 100.00% 41.184 kVA TOTAL CONNECTED LOAD:49.57 kVA Lighting 0.469 kVA 100.00% 0.469 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:153.74 146.97 119.68 Total Load:18.01 kVA 17.20 kVA 14.36 kVA *N 41 Receptacles 20 A 1 0.18 -- -- -- -- 1 --SPACE 42 -- *N 39 Receptacles, Kiosk 20 A 1 1 1.44 1 20 A Fireplace 40 *N 37 EXISTING LOAD 20 A 1 1.44 0.36 1 20 A Receptacles, Water dispenser 38 *N -- 35 ---- -- -- -- -- -- 1.87 0 -- -- -- -- -- ----36 -- 33 EXISTING LOAD 30 A 2 1.87 0 10 10 10 2 30 A Receptacles 34 *N1 -- 31 ---- -- -- -- -- -- 1.87 0.72 1 20 A Receptacles 32 *N 29 EXISTING LOAD 30 A 2 1.87 0.8 1 20 A Receptacles, Copier 30 *N -- 27 ---- -- -- -- -- -- 1.25 -- -- -- -- 1 --SPACE 28 -- 25 EXISTING LOAD 20 A 2 1.25 0.72 1 20 A Receptacles 26 *N -- 23 ---- -- -- -- -- -- 1.25 0.72 1 20 A Receptacles 24 *N 21 EXISTING LOAD 20 A 2 1.25 1.08 1 20 A Receptacles 22 *N 19 EXISTING LOAD 20 A 1 1.44 0.9 1 20 A Receptacles 20 *N 17 EXISTING LOAD 20 A 1 1.44 0.47 1 20 A Lighting 18 *N -- 15 ---- -- -- -- -- -- 1.25 1.44 1 20 A EXISTING LOAD 16 13 EXISTING LOAD 20 A 2 1.25 1.44 1 20 A EXISTING LOAD 14 11 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 12 9 EXISTING LOAD 20 A 1 1.44 2.5 -- -- -- -- -- ----10 -- 7 EXISTING LOAD 20 A 1 1.44 2.5 2 40 A EXISTING LOAD 8 5 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 6 3 EXISTING LOAD 20 A 1 1.44 1.25 -- -- -- -- -- ----4 -- 1 EXISTING LOAD 20 A 1 1.44 1.25 2 20 A EXISTING LOAD 2 K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G VD % A B C VD % WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: SCCR:22 kA WIRE:4 GROUND BUS PHASE:3 ENCLOSURE:NEMA 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:RECESSED SINGLE TUB MAIN:200 A MLO EXISTING PANEL 1BA 100% CDs 10/20/2023 AMS-ASSEMBLED MOTOR STARTER FS - FUSED SWITCH MX - MANUAL SWITCH MS - MANUAL STARTER SS - SOLID STATE RV - REDUCED VOLTAGE AUTOXFMR SW - 2 SPEED, 1 WINDING TW - 2 SPEED, 2 WINDING RE - REVERSING HL - HANDLE PADLOCK HASP YD - WYE - DELTA S/N - INSULATED NEUTRAL ASSEMBLY SS - START-STOP PUSHBUTTON IN DOOR FV - FULL VOLTAGE *TA - TWO CONVERTIBLE AUXILIARY CONTACTS EI - ELECTRICAL INTERLOCK (2)-N.O. & (2)-N.C. STARTER TYPE:*RP - RED (RUN) PILOT LIGHT IN DOOR FA - 4-CONVERTIBLE AUXILIARY CONTACTS *HA - HAND-OFF-AUTO IN DOOR GP - GREEN (OFF) PILOT LIGHT IN DOOR CB - CIRCUIT BREAKER *EO - ELECTRONIC OVERLOAD (3 PHASE MOTORS) TS - 2 SPEED SELECTOR SWITCH IN DOOR NF - NON-FUSED *CT - CONTROL TRANSFORMER, FUSED 120V TO - MELTING THERMAL OVERLOADS (1 PHASE) FU - FUSED SA - STANDARD ACCESSORIES (INCLUDES * ITEMS) PF - PHASE LOSS PROTECTION (5 HP OR GREATER, 3 PHASE... DISCONNECT TYPE:ACCESSORIES & OPTIONS NOTE: ALL DISCONNECTS (EXCEPT MANUAL STARTERS) SHALL BE HEAVY DUTY TYPE. DISCONNECT AND STARTER SCHEDULE ITEM DISCONNECT TYPE & RATING VOLTAGE POLES STARTER ENCLOSURE REQUIRED ACCESSORIES & OPTIONS COMMENTSTYPE RATING TRIP RATING NEMA SIZE TYPE MX-FIREPLACE 30 A 120 V 1 0 MX NEMA 1 MX-FIREPLACE 30 A 120 V 1 0 MX NEMA 1 N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E601 ELECTRICAL PANEL SCHEDULES MKDTCM 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 CIRCUIT KEY NOTES:*N - E.C. SHALL PROVIDE NEW 20A/1P BREAKER FOR CONNECTION OF NEW LOAD. *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:122.3 A TOTAL CONNECTED AMPS:122.29 A Power 15.264 kVA 100.00% 15.264 kVA TOTAL ESTIMATED DEMAND LOAD:44.056 kVA Motor 15.36 kVA 100.00% 15.36 kVA TOTAL CONNECTED LOAD:44.06 kVA Lighting 13.432 kVA 100.00% 13.432 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:132.33 117.97 117.07 Total Load:15.87 kVA 14.14 kVA 14.05 kVA -- 41 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 42 -- -- 39 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 40 -- -- 37 ---- -- -- -- -- -- 4.16 -- -- -- -- 1 --SPACE 38 -- -- 35 ---- -- -- -- -- -- 4.16 -- -- -- -- 1 --SPACE 36 -- 33 EXISTING LOAD 20 A 3 4.16 -- -- -- -- 1 --SPACE 34 -- -- 31 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 32 -- -- 29 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 30 -- -- 27 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 28 -- -- 25 SPACE -- 1 -- -- -- -- 1.25 -- -- -- -- -- ----26 -- -- 23 SPACE -- 1 -- -- -- -- 1.25 -- -- -- -- -- ----24 -- *N 21 Lighting 20 A 1 0.09 1.25 3 20 A EXISTING LOAD 22 19 EXISTING LOAD 20 A 1 1.44 0.38 1 20 A Lighting 20 *N 17 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 18 15 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 16 13 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 14 11 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 12 9 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 10 7 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 8 5 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 6 3 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 4 1 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 2 K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G VD % A B C VD % WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: SCCR:22 kA WIRE:4 GROUND BUS PHASE:3 ENCLOSURE:NEMA 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:SURFACE SINGLE TUB MAIN:175 A MLO EXISTING PANEL E CIRCUIT KEY NOTES:*N - E.C. SHALL PROVIDE NEW 20A/1P BREAKER FOR CONNECTION OF NEW LOAD. *N1 - E.C. SHALL PROVIDE NEW 15A/1P BREAKER FOR CONNECTION OF NEW LOAD. *E - UTILIZE EXISTING 20A/1P BREAKER FOR CONNECTION OF NEW LOAD. *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:107.3 A Receptacles 2.16 kVA 100.00% 2.16 kVA TOTAL CONNECTED AMPS:107.27 A Power 35.52 kVA 100.00% 35.52 kVA TOTAL ESTIMATED DEMAND LOAD:38.646 kVA Lighting 0.296 kVA 100.00% 0.296 kVA TOTAL CONNECTED LOAD:38.65 kVA HVAC 0.67 kVA 100.00% 0.67 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:121.76 123.76 86.05 Total Load:14.04 kVA 14.28 kVA 10.33 kVA -- 41 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 42 -- -- 39 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 40 -- -- 37 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 38 -- -- 35 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 36 -- 33 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 34 31 EXISTING LOAD 20 A 1 1.44 -- -- -- -- 1 --SPACE 32 -- 29 EXISTING LOAD 20 A 1 1.44 -- -- -- -- 1 --SPACE 30 -- 27 EXISTING LOAD 20 A 1 1.44 -- -- -- -- 1 --SPACE 28 -- 25 EXISTING LOAD 20 A 1 1.44 -- -- -- -- 1 --SPACE 26 -- *N 23 EF-1 20 A 1 0.67 1.44 1 20 A EXISTING LOAD 24 21 Seat heater 15 A 1 12 12 12 0.24 1.44 1 20 A EXISTING LOAD 22 *N 19 Receptacles 20 A 1 1.08 1.44 1 20 A EXISTING LOAD 20 *E 17 Receptacles 20 A 1 1.08 1.08 -- -- -- -- -- ----18 -- 15 EXISTING LOAD 20 A 1 1.44 1.08 2 20 A EXISTING LOAD 16 13 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 14 *N 11 Lighting 20 A 1 0.3 1.44 1 20 A EXISTING LOAD 12 9 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 10 7 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 8 5 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 6 3 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 4 1 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 2 K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G VD % A B C VD % WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: SCCR:22 kA WIRE:4 GROUND BUS PHASE:3 ENCLOSURE:NEMA 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:SURFACE SINGLE TUB MAIN:200 A MLO EXISTING PANEL 2BA 100% CDs 10/20/2023 CIRCUIT KEY NOTES:*N - E.C. SHALL PROVIDE NEW 120V 20A/1P BREAKER FOR CONNECTION TO NEW LOAD. *N1 - E.C. SHALL PROVIDE NEW 208V 30A/2P BREAKER FOR CONNECTION TO NEW LOAD. *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL. TOTAL ESTIMATED DEMAND AMPS:84.6 A TOTAL CONNECTED AMPS:84.64 A TOTAL ESTIMATED DEMAND LOAD:30.492 kVA Receptacles 4.86 kVA 100.00% 4.86 kVA TOTAL CONNECTED LOAD:30.49 kVA Power 25.632 kVA 100.00% 25.632 kVA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTALS* LOAD SUMMARY Total Amps:83.82 82.90 87.62 Total Load:10.04 kVA 9.95 kVA 10.50 kVA -- 41 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 42 -- -- 39 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 40 -- -- 37 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 38 -- -- 35 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 36 -- -- 33 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 34 -- -- 31 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 32 -- -- 29 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 30 -- -- 27 SPACE -- 1 -- -- -- -- -- -- -- -- 1 --SPACE 28 -- *N 25 Receptacles, Ref.20 A 1 0.18 0.36 1 20 A Receptacles 26 *N -- 23 ---- -- -- -- -- -- 1.87 1.44 1 20 A Fireplace 24 *N *N1 21 Receptacles, Espresso 30 A 2 10 10 10 1.87 0.18 1 20 A Receptacles, Bev Dispenser 22 *N -- 19 ---- -- -- -- -- -- 1.25 0.18 1 20 A Receptacles, UC Ref.20 *N 17 EXISTING LOAD 20 A 2 1.25 0.18 1 20 A Receptacles, UC Freezer 18 *N 15 EXISTING LOAD 20 A 1 1.44 1.08 1 20 A Receptacles 16 *N 13 EXISTING LOAD 20 A 1 1.44 1.26 1 20 A Receptacles 14 *N 11 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 12 -- 9 ---- -- -- -- -- -- 1.25 1.25 -- -- -- -- -- ----10 -- 7 EXISTING LOAD 20 A 2 1.25 1.25 2 20 A EXISTING LOAD 8 5 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 6 3 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 4 1 EXISTING LOAD 20 A 1 1.44 1.44 1 20 A EXISTING LOAD 2 K E Y CKT NO.LOAD DESCRIPTION OCPD AMPS P WIRE SIZE H N G VD % A B C VD % WIRE SIZE G N H OCPD P AMPS LOAD DESCRIPTION CKT NO. K E Y NOTES: SCCR:65 kA WIRE:4 GROUND BUS PHASE:3 ENCLOSURE:NEMA 1 SOLID NEUTRAL VOLTS:120/208 Wye MOUNTING:RECESSED SINGLE TUB MAIN:100 A MCB EXISTING PANEL 1DA N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E700 ELECTRICAL SPECIFICATIONS MKDTCM 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 26 05 00 BASIC ELECTRICAL REQUIREMENTS SCOPE OF WORK THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW MATERIALS AS INDICATED ON THE DRAWINGS, AND/OR IN THESE SPECIFICATIONS, AND ALL ITEMS REQUIRED TO MAKE ASSOCIATED PORTION OF THE ELECTRICAL WORK A FINISHED AND WORKING SYSTEM. TEMPERATURE CONTROL WIRING FOR PLUMBING AND HVAC EQUIPMENT WILL BE BY OTHER CONTRACTORS. ALL WORK THAT WILL PRODUCE EXCESSIVE NOISE OR INTERFERENCE WITH NORMAL BUILDING OPERATIONS, AS DETERMINED BY THE OWNER, SHALL BE SCHEDULED WITH THE OWNER. IT MAY BE NECESSARY TO SCHEDULE SUCH WORK DURING UNOCCUPIED HOURS. SCHEDULE OVERTIME HOURS FOR THE FOLLOWING WORK:SHUTTING DOWN THE FACILITY NORMAL OR EMERGENCY POWER. WORK OUTSIDE THE LIMITS OF CONSTRUCTION. CODES AND STANDARDS CONFORM TO ALL REQUIREMENTS OF THE CITY OF ARLINGTON CODES, LAWS, ORDINANCES, AND OTHER REGULATIONS HAVING JURISDICTION OVER THIS INSTALLATION. IF THE CONTRACTOR NOTES, AT THE TIME OF BIDDING, THAT ANY PARTS OF THE DRAWINGS OR SPECIFICATIONS DO NOT COMPLY WITH THE CODES OR REGULATIONS, CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER IN WRITING, REQUESTING A CLARIFICATION. PERMITS AND FEES PROCURE ALL APPLICABLE PERMITS AND LICENSES. ABIDE BY LOCAL AND STATE LAWS, REGULATIONS, AND ORDINANCES. PAY ALL CHARGES FOR PERMITS OR LICENSES. PAY ALL FEES AND TAXES IMPOSED BY STATE, MUNICIPAL, AND OTHER REGULATORY BODIES. PAY ALL CHARGES ARISING OUT OF REQUIRED INSPECTIONS BY AN AUTHORIZED BODY. PAY ALL CHARGES ARISING OUT OF REQUIRED CONTRACT DOCUMENT REVIEWS ASSOCIATED WITH THE PROJECT AND AS INITIATED BY THE OWNER OR AUTHORIZED AGENCY/CONSULTANT. WHERE APPLICABLE, ALL FIXTURES, EQUIPMENT AND MATERIALS SHALL BE LISTED BY UNDERWRITER'S LABORATORIES, INC. OR A NATIONALLY RECOGNIZED TESTING ORGANIZATION. DRAWINGS THE DRAWINGS FOR THE ELECTRICAL WORK ARE DIAGRAMMATIC, INTENDED TO CONVEY THE SCOPE OF THE WORK AND TO INDICATE THE GENERAL ARRANGEMENTS AND LOCATIONS OF EQUIPMENT, OUTLETS, ETC., AND THE APPROXIMATE SIZES OF EQUIPMENT. CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF EQUIPMENT AND ROUGH-INS, AND THE EXACT ROUTING OF RACEWAYS SO AS TO BEST FIT THE LAYOUT OF THE JOB. CONDUIT ENTRY POINTS FOR ELECTRICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, PANELBOARDS, SWITCHBOARDS, SWITCHGEAR AND UNIT SUBSTATIONS, SHALL BE DETERMINED BY THE CONTRACTOR UNLESS NOTED IN THE CONTRACT DOCUMENTS. CONSTRUCTION DRAWINGS FOR THIS PROJECT HAVE BEEN PREPARED UTILIZING REVIT. CONTRACTORS AND SUBCONTRACTORS MAY REQUEST ELECTRONIC MEDIA FILES OF THE CONTRACT DRAWINGS. THE ELECTRONIC CONTRACT DOCUMENTS CAN BE USED FOR PREPARATION OF SHOP DRAWINGS AND AS-BUILT DRAWINGS ONLY. THE INFORMATION MAY NOT BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT. VERIFY ALL PERTINENT DIMENSIONS AT THE JOB SITE BEFORE ORDERING ANY CONDUIT, CONDUCTORS, WIREWAYS, BUS DUCT, FITTINGS, ETC. THE CONTRACTORS SHALL DETERMINE QUANTITIES AND QUALITY OF MATERIAL AND EQUIPMENT REQUIRED FROM THE DOCUMENTS. WHERE DISCREPANCIES ARISE BETWEEN DRAWING, SCHEDULES AND/OR SPECIFICATION, THE GREATER AND BETTER-QUALITY NUMBER SHALL GOVERN. SUBMITTALS SUBMITTALS SHALL BE REQUIRED WHERE REQUIRED IN THE SPECIFICATIONS OR ON THE DRAWINGS. THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF EACH SHOP DRAWING FOR REVIEW BY THE ARCHITECT/ENGINEER BEFORE RELEASING ANY EQUIPMENT FOR MANUFACTURE OR SHIPMENT. THE CONTRACTOR SHALL THOROUGHLY REVIEW AND APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTING THEM TO THE ARCHITECT/ENGINEER. CONTRACTOR SHALL CLEARLY MARK ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS ON ALL SUBMITTALS. ASSEMBLE ALL SUBMITTALS IN SETS, SUCH AS PANELBOARDS, FIRE ALARM, LIGHTING, OR MOTOR CONTROL. ALL SETS SHALL BE IDENTICAL AND CONTAIN AN INDEX OF THE ITEMS ENCLOSED WITH A GENERAL TOPIC DESCRIPTION ON THE COVER. WHERE MORE THAN ONE MODEL IS SHOWN ON A MANUFACTURER'S SHEET, CLEARLY INDICATE EXACTLY WHICH ITEM AND WHICH DATA IS RELEVANT TO THE WORK. REFER TO SUBSECTIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. NETWORK / INTERNET CONNECTED EQUIPMENT THESE SPECIFICATIONS MAY REQUIRE CERTAIN EQUIPMENT OR SYSTEMS TO HAVE NETWORK, INTERNET AND/OR REMOTE ACCESS CAPABILITY (“NETWORK CAPABILITY”). ANY REQUIREMENT FOR NETWORK CAPABILITY SHALL BE INTERPRETED ONLY AS A FUNCTIONAL CAPABILITY AND IS NOT TO BE CONSTRUED AS AUTHORITY TO CONNECT OR ENABLE ANY NETWORK CAPABILITY. NETWORK CAPABILITY MAY ONLY BE CONNECTED OR ENABLED WITH THE EXPRESS WRITTEN CONSENT OF THE OWNER. WARRANTY PROVIDE MINIMUM ONE-YEAR WARRANTY FOR ALL FIXTURES, EQUIPMENT, MATERIALS, AND WORKMANSHIP. REFER TO SUBSECTIONS FOR ADDITIONAL WARRANTY REQUIREMENTS. MATERIAL SUBSTITUTION WHERE SEVERAL MANUFACTURERS' NAMES ARE GIVEN, THE MANUFACTURER FOR WHICH A CATALOG NUMBER IS GIVEN IS THE BASIS OF DESIGN AND ESTABLISHES THE QUALITY REQUIRED. EQUIVALENT EQUIPMENT MANUFACTURED BY THE OTHER NAMED MANUFACTURERS MAY BE USED. CONTRACTOR SHALL ENSURE THAT ALL ITEMS SUBMITTED BY THESE OTHER MANUFACTURERS MEET ALL REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, AND FIT IN THE ALLOCATED SPACE. THE ARCHITECT/ENGINEER SHALL MAKE THE FINAL DETERMINATION OF WHETHER A PRODUCT IS EQUIVALENT. ANY MATERIAL, ARTICLE, OR EQUIPMENT OF OTHER UNNAMED MANUFACTURERS WHICH WILL ADEQUATELY PERFORM THE SERVICES AND DUTIES IMPOSED BY THE DESIGN AND IS OF A QUALITY EQUAL TO OR BETTER THAN THE EQUIPMENT IDENTIFIED BY THE DRAWINGS MAY BE USED IF APPROVAL IS SECURED IN WRITING FROM THE ARCHITECT/ENGINEER VIA ADDENDUM. OBSERVATION OF WORK THE CONTRACTOR SHALL PROVIDE SEVEN (7) CALENDAR DAYS' NOTICE TO THE ARCHITECT/ENGINEER PRIOR TO COVERING INTERIOR PARTITIONS AND CHASES AND INSTALLING HARD OR SUSPENDED CEILINGS AND SOFFITS. ALL WORK ABOVE THE CEILINGS MUST BE COMPLETE PRIOR TO THE ARCHITECT/ENGINEER'S REVIEW. THIS INCLUDES, BUT IS NOT LIMITED TO: ALL JUNCTION BOXES ARE CLOSED AND IDENTIFIED IN ACCORDANCE WITH ELECTRICAL IDENTIFICATION, FIRE ALARM JUNCTION BOXES ARE PAINTED RED, LUMINAIRES INCLUDING EXIT AND EMERGENCY FIXTURES ARE INSTALLED AND OPERATIONAL, FLEXIBLE CONDUIT IS SUPPORTED ABOVE AND INDEPENDENTLY OF THE CEILING, AND ALL WALL PENETRATIONS ARE SEALED. IN ORDER TO PREVENT THE FINAL JOBSITE OBSERVATION FROM OCCURRING TOO EARLY, THE CONTRACTOR SHALL REVIEW THE COMPLETION STATUS OF THE PROJECT AND CERTIFY IN WRITING THAT THE JOB IS READY FOR THE FINAL JOBSITE OBSERVATION. PROJECT CLOSEOUT SUBMIT THE FOLLOWING: OPERATION AND MAINTENANCE MANUALS INCLUDING BOUND COPIES OF APPROVED SHOP DRAWINGS, RECORD DOCUMENTS INCLUDING REPRODUCIBLE DRAWINGS COMPLETED IN REVIT OR AUTOCAD. PROVIDE CUSTOM UPDATED/NEW TYPED CIRCUIT DIRECTORY FOR EACH EXISTING/NEW BRANCH CIRCUIT PANELBOARD INCLUDED IN THE SCOPE OF WORK. LABEL SHALL INCLUDED EQUIPMENT NAME OR FINAL APPROVED ROOM NAME, ROOM NUMBER, AND LOAD TYPE FOR EACH CIRCUIT (EXAMPLES: SUMP PUMP SP-1 OR ROOM 101 RECEPT). PRINTED COPIES OF THE BID DOCUMENT PANEL SCHEDULES ARE NOT ACCEPTABLE AS CIRCUIT DIRECTORIES. OPERATION AND MAINTENANCE INSTRUCTIONS OPERATION AND MAINTENANCE DATA SHALL CONSIST OF WRITTEN INSTRUCTIONS FOR THE CARE, MAINTENANCE, AND OPERATION OF THE EQUIPMENT AND SYSTEMS. INSTRUCTION BOOKS, CARDS, AND MANUALS FURNISHED WITH THE EQUIPMENT SHALL BE INCLUDED. PROVIDE BOUND MANUALS WITH COPIES OF APPROVED SHOP DRAWINGS WITH TITLE PAGE AND INDEX SYSTEM SIMILAR TO OPERATION AND MAINTENANCE MANUAL. RECORD DOCUMENTS MAINTAIN AT THE JOB SITE A SEPARATE AND COMPLETE SET OF ELECTRICAL DRAWINGS AND SPECIFICATIONS WITH ALL CHANGES MADE TO THE SYSTEMS CLEARLY AND PERMANENTLY MARKED IN COMPLETE DETAIL. MARK DRAWINGS TO INDICATE APPROVED SUBSTITUTIONS, CHANGE ORDERS, AND ACTUAL EQUIPMENT AND MATERIALS USED. ALL CHANGE ORDERS, RFI RESPONSES, CLARIFICATIONS, AND OTHER SUPPLEMENTAL INSTRUCTIONS SHALL BE MARKED ON THE DOCUMENTS. RECORD DOCUMENTS THAT MERELY REFERENCE THE EXISTENCE OF THE ABOVE ITEMS ARE NOT ACCEPTABLE. RECORD CHANGES DAILY AND KEEP THE MARKED DRAWINGS AVAILABLE FOR THE ARCHITECT/ENGINEER'S EXAMINATION AT ANY NORMAL WORK TIME. UPON COMPLETING THE JOB AND BEFORE FINAL PAYMENT IS MADE, PROVIDE REPRODUCIBLE DRAWINGS COMPLETED IN AUTOCAD TO THE ARCHITECT/ENGINEER. CLEANING THOROUGHLY CLEAN ALL EQUIPMENT AND SYSTEMS PRIOR TO THE OWNER'S FINAL ACCEPTANCE OF THE PROJECT. CLEAN ALL FOREIGN PAINT, GREASE, OIL, DIRT, LABELS, STICKERS, ETC. FROM ALL EQUIPMENT. REMOVE ALL RUBBISH, DEBRIS, ETC., ACCUMULATED DURING CONSTRUCTION FROM THE PREMISES. 26 05 03 THROUGH PENETRATION FIRESTOPPING QUALITY ASSURANCE MANUFACTURER: COMPANY SPECIALIZING IN MANUFACTURING PRODUCTS SPECIFIED IN THIS SECTION. INSTALLER: INDIVIDUALS PERFORMING WORK SHALL BE CERTIFIED BY THE MANUFACTURER OF THE SYSTEM SELECTED FOR INSTALLATION. PERFORMANCE REQUIREMENTS THROUGH-PENETRATION FIRESTOP SYSTEMS WITH RATINGS DETERMINED PER UL 1479. PROVIDE AT FIRE-RESISTANCE-RATED WALLS INCLUDING FIRE PARTITIONS, FIRE BARRIERS, AND SMOKE BARRIERS. PROVIDE AT FIRE-RESISTANCE-RATED HORIZONTAL ASSEMBLIES INCLUDING FLOORS, FLOOR/CEILING ASSEMBLIES, AND CEILING MEMBRANES OF ROOF/CEILING ASSEMBLIES. FOR FIRESTOP SYSTEMS EXPOSED TO LIGHT, TRAFFIC, MOISTURE, OR PHYSICAL DAMAGE, PROVIDE PRODUCTS THAT, AFTER CURING, DO NOT DETERIORATE WHEN EXPOSED TO THESE CONDITIONS BOTH DURING AND AFTER CONSTRUCTION. FOR FIRESTOP SYSTEMS EXPOSED TO VIEW, PROVIDE PRODUCTS WITH FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450, AS DETERMINED PER ASTM E84. FOR FIRESTOP SYSTEMS IN AIR PLENUMS, PROVIDE PRODUCTS WITH FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 50, AS DETERMINED PER ASTM E84. WARRANTY WARRANTY SHALL COVER REPAIR OR REPLACEMENT OF FIRESTOP SYSTEMS WHICH FAIL IN JOINT ADHESION, COHESION, ABRASION RESISTANCE, WEATHER RESISTANCE, EXTRUSION RESISTANCE, MIGRATION RESISTANCE, STAIN RESISTANCE, GENERAL DURABILITY, OR APPEAR TO DETERIORATE IN ANY MANNER NOT CLEARLY SPECIFIED BY THE MANUFACTURER AS AN INHERENT QUALITY OF THE MATERIAL. APPROVED MANUFACTURERS 3M, HILTI, RECTORSEAL METACAULK, TREMCO, JOHNS-MANVILLE, STI, SPEC SEAL, AD, LEGRAND FLAMESTOPPER. PRODUCTS ALL FIRESTOPPING MATERIALS SHALL BE FREE OF ASBESTOS, LEAD, PCB’S, AND OTHER MATERIALS THAT WOULD REQUIRE HAZARDOUS WASTE REMOVAL. FIRESTOPPING SHALL BE FLEXIBLE TO ALLOW FOR NORMAL PENETRATING ITEM MOVEMENT DUE TO EXPANSION AND CONTRACTION. PROVIDE FIRESTOPPING SYSTEMS CAPABLE OF SUPPORTING FLOOR LOADS WHERE SYSTEMS ARE EXPOSED TO POSSIBLE FLOOR LOADING OR TRAFFIC. PROVIDE FIRESTOPPING SYSTEMS CLASSIFIED BY UL OR LISTED BY WARNOCK HERSEY FOR PENETRATIONS THROUGH ALL FIRE RATED CONSTRUCTION. FIRESTOPPING SYSTEMS SHALL BE SELECTED FROM THE UL OR LISTED BY WARNOCK HERSEY FIRE RESISTANCE DIRECTORY CATEGORY XHEZ BASED ON SUBSTRATE CONSTRUCTION AND PENETRATING ITEM SIZE AND MATERIAL. IN EXISTING CONSTRUCTION, PROVIDE FIRESTOPPING OF OPENINGS PRIOR TO AND AFTER INSTALLATION OF PENETRATING ITEMS. CLEAN EXCESS FILL MATERIALS ADJACENT TO OPENINGS AS WORK PROGRESSES BY METHODS AND WITH CLEANING MATERIALS THAT ARE APPROVED IN WRITING BY THROUGH-PENETRATION FIRESTOP SYSTEM MANUFACTURERS AND THAT DO NOT CAUSE DAMAGE. ALL PENETRATIONS SHALL BE INSPECTED BY THE MANUFACTURER’S REPRESENTATIVE TO ENSURE PROPER INSTALLATION. PROVIDE AND INSTALL LABELS ADJACENT TO EACH FIRESTOPPING LOCATION. LABEL SHALL BE PROVIDED BY THE FIRESTOP SYSTEM SUPPLIER AND CONTAIN THE FOLLOWING INFORMATION IN A CONTRASTING COLOR: 1. THE WORDS "WARNING -THROUGH PENETRATION FIRESTOP SYSTEM -DO NOT DISTURB. NOTIFY BUILDING MANAGEMENT OF ANY DAMAGE." 2. FIRESTOP SYSTEM SUPPLIER; UL OR LISTED BY INTERTEK / WARNOCK HERSEY SYSTEM NUMBER; DATE INSTALLED; CONTRACTOR NAME AND PHONE NUMBER; MANUFACTURER'S REPRESENTATIVE NAME, ADDRESS, AND PHONE NUMBER. 26 05 05 ELECTRICAL DEMOLITION FOR REMODELING THE DRAWINGS ARE INTENDED TO INDICATE THE SCOPE OF WORK REQUIRED AND DO NOT INDICATE EVERY BOX, CONDUIT, OR WIRE THAT MUST BE REMOVED. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID AND VERIFY EXISTING CONDITIONS. WHERE WALLS, CEILINGS, STRUCTURES, ETC., ARE INDICATED AS BEING REMOVED ON GENERAL OR ELECTRICAL DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL ELECTRICAL EQUIPMENT, DEVICES, FIXTURES, RACEWAYS, WIRING, SYSTEMS, ETC., FROM THE REMOVED AREA. WHERE CEILINGS, WALLS, STRUCTURES, ETC., ARE TEMPORARILY REMOVED AND REPLACED BY OTHERS, THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, STORAGE, AND REPLACEMENT OF EQUIPMENT, DEVICES, FIXTURES, RACEWAYS, WIRING, SYSTEMS, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING EQUIPMENT REMOVED BY OTHER TRADES AND REMOVING ALL ASSOCIATED STARTERS, CONTROLLERS, RACEWAYS, WIRING, ETC. VERIFY THAT ABANDONED WIRING AND EQUIPMENT SERVE ONLY ABANDONED EQUIPMENT OR FACILITIES. EXTEND CONDUIT AND WIRE TO FACILITIES AND EQUIPMENT THAT WILL REMAIN IN OPERATION FOLLOWING DEMOLITION. EXTENSION OF CONDUIT AND WIRE TO EQUIPMENT SHALL BE COMPATIBLE WITH THE SURROUNDING AREA. EXTENDED CONDUIT AND CONDUCTORS SHALL MATCH EXISTING SIZE AND MATERIAL. COORDINATE SCOPE OF WORK WITH ALL OTHER CONTRACTORS AND THE OWNER AT THE PROJECT SITE. SCHEDULE REMOVAL OF EQUIPMENT AND ELECTRICAL SERVICE TO AVOID CONFLICTS. BID SUBMITTAL SHALL MEAN THE CONTRACTOR HAS VISITED THE PROJECT SITE AND HAS VERIFIED EXISTING CONDITIONS AND SCOPE OF WORK. PREPARATION COORDINATE ALL OUTAGES WITH OWNER. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. ASSUME ALL EQUIPMENT AND SYSTEMS MUST REMAIN OPERATIONAL UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. MAINTAIN EXISTING ELECTRICAL SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR SERVICE. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA. MAINTAIN EXISTING FIRE ALARM SYSTEM IN SERVICE UNTIL NEW SYSTEM IS ACCEPTED. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA. REMOVE ABANDONED WIRING AND RACEWAY TO SOURCE OF SUPPLY. EXISTING CONDUIT IN GOOD CONDITION MAY BE REUSED IN PLACE BY INCLUDING AN EQUIPMENT GROUND CONDUCTOR IN REUSED CONDUIT. REUSED CONDUIT AND BOXES SHALL HAVE SUPPORTS REVISED TO MEET CURRENT CODES. RELOCATING CONDUIT SHALL NOT BE ALLOWED. REMOVE EXPOSED ABANDONED RACEWAY, INCLUDING ABANDONED RACEWAY ABOVE ACCESSIBLE CEILING FINISHES. CUT EMBEDDED RACEWAY FLUSH WITH WALLS AND FLOORS, AND PATCH SURFACES. REMOVE ALL ASSOCIATED CLAMPS, HANGERS, SUPPORTS, ETC. DISCONNECT AND REMOVE OUTLETS AND DEVICES THAT ARE TO BE DEMOLISHED. REMOVE CONDUIT, SUPPORTS, AND CONDUCTORS BACK TO SOURCE. DISCONNECT AND REMOVE ABANDONED LUMINAIRES. REMOVE BRACKETS, STEMS, HANGERS, AND OTHER ACCESSORIES. BALLASTS IN LIGHT FIXTURES INSTALLED PRIOR TO 1980 SHALL BE INCINERATED IN EPA-APPROVED INCINERATOR OR DISPOSED OF IN EPA-CERTIFIED CONTAINERS AND DEPOSITED IN AN EPA LANDFILL CERTIFIED FOR PCB DISPOSAL OR RECYCLED BY PERMITTED BALLAST RECYCLER. FLUORESCENT LAMPS DETERMINED BY THE TOXICITY CHARACTERISTIC LEACHATE PROCEDURE (TCLP) TO BE HAZARDOUS WASTE SHALL BE DISPOSED OF IN AN EPA- PERMITTED HAZARDOUS WASTE DISPOSAL FACILITY OR BY A PERMITTED LAMP RECYCLER. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK. PATCH OPENINGS TO MATCH EXISTING SURROUNDING FINISHES. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS THAT REMAIN ACTIVE. MODIFY INSTALLATION OR PROVIDE JUNCTION BOXES AND ACCESS PANEL AS APPROPRIATE. EXTEND EXISTING INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING ELECTRICAL INSTALLATIONS. FLOOR SLABS MAY CONTAIN CONDUIT SYSTEMS. THIS CONTRACTOR IS RESPONSIBLE FOR TAKING ANY MEASURES REQUIRED TO ENSURE NO CONDUITS OR OTHER SERVICES ARE DAMAGED. THIS INCLUDES X-RAY OR SIMILAR NON-DESTRUCTIVE MEANS. WHERE CONDUIT IS IN CONCRETE SLAB, CUT CONDUIT FLUSH WITH FLOOR, PULL OUT CONDUCTORS, AND PLUG CONDUIT ENDS. THIS CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED IN REPAIR, RELOCATIONS, OR REPLACEMENT OF ANY CABLES, CONDUITS, OR OTHER SERVICES IF DAMAGED WITHOUT PROPER INVESTIGATION. CLEAN AND REPAIR EXISTING MATERIALS AND EQUIPMENT THAT REMAIN OR ARE TO BE REUSED. PROVIDE TYPED PANEL DIRECTORIES SHOWING REVISED CIRCUITING ARRANGEMENTS. CLEAN EXPOSED PANEL SURFACES AND CHECK TIGHTNESS OF ELECTRICAL CONNECTIONS. REPLACE DAMAGED CIRCUIT BREAKERS AND PROVIDE CLOSURE PLATES FOR VACANT POSITIONS. EXISTING LUMINAIRES THAT ARE TO REMAIN OR BE REINSTALLED AS INDICATED ON THE DRAWINGS SHALL BE CLEANED WITH MILD DETERGENT ON ALL EXTERIOR AND INTERIOR SURFACES. REPLACELED CHIPS, DRIVERS, AND BROKEN ELECTRICAL PARTS. REPLACEMENT PARTS SHALL MATCH SPECIFIED COMPONENTS FOR NEW LUMINAIRES OF SAME TYPE WHEN APPLICABLE. REINSTALL LUMINAIRE AND CONNECT TO CIRCUITING AS INDICATED ON DRAWINGS. ELECTRICAL ITEMS REMOVED REMAIN THE PROPERTY OF THE OWNER. CONTRACTOR SHALL PLACE ITEMS RETAINED BY THE OWNER IN A LOCATION COORDINATED WITH THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF MATERIAL THE OWNER ABANDONS. 26 05 13 WIRE AND CABLE FEEDERS AND BRANCH CIRCUITS: COPPER, STRANDED, 600 VOLT INSULATION, THHN/THWN. NOTED ON THE DRAWINGS. MINIMUM SIZE #12 AWG. ALUMINUM CONDUCTORS ARE NOT TO BE USED. CONTROL CABLE FOR CLASS 1, CLASS 2, AND CLASS 3 CIRCUITS SHALL BE COPPER, 600 VOLT INSULATION, RATED 60°C, INDIVIDUAL CONDUCTORS TWISTED TOGETHER, SHIELDED, AND COVERED WITH PVC. MINIMUM SIZE #14 AWG. FIRE RATED MINERAL INSULATED CABLES SHALL BE COPPER, 600 VOLT INSULATION, RATED 90ºC, TYPE MI RATED FOR TWO-HOUR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DERATING AND SIZING CONDUCTORS AND CONDUITS TO EQUAL OR EXCEED THE AMPACITY OF NEC TABLE B.310.15(B) (2)(7), IF METHODS OR MATERIALS OTHER THAN THE BASIS OF DESIGN ARE USED. USE # 10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUIT HOME RUNS LONGER THAN 75 FEET, AND FOR 20 AMPERE, 277 VOLT BRANCH CIRCUIT HOME RUNS LONGER THAN 200 FEET. ALL WIRES IN OUTLET BOXES NOT CONNECTED TO FIXTURES OR OTHER DEVICES SHALL BE ROLLED UP, SPLICED IF CONTINUITY OF CIRCUIT IS REQUIRED, AND INSULATED. USE SOLDERLESS, TIN-PLATED COPPER LUGS APPLIED WITH CIRCUMFERENTIAL CRIMP FOR COPPER TERMINATIONS #8 AWG AND LARGER. USE INDENTER CRIMP #10 AWG AND SMALLER. TEST WIRE AND CABLE INSULATION WITH DEVICE SUCH AS A “MEGGER”, USING NOT LESS THAN 500 VOLTS D.C. TEST POTENTIAL. 26 05 26 GROUNDING AND BONDING COMPLY WITH UL 467 GROUNDING AND BONDING EQUIPMENT. CONDUCTORS SHALL BE COPPER IN ACCORDANCE WITH 26 05 13. CONNECTORS SHALL BE HYDRAULIC COMPRESSION TYPE OR EXOTHERMIC-WELDED TYPE. EQUIPMENT GROUNDING INSTALL EQUIPMENT GROUNDING CONDUCTORS IN ALL FEEDERS AND CIRCUITS. EQUIPMENT GROUNDING CONDUCTORS: INSULATED WITH GREEN-COLORED INSULATION. 26 05 27 SUPPORTING DEVICES APPROVED MANUFACTURERS: ALLIED, COOPER B-LINE, ERICO, HILTI, POWER FASTENERS. SUPPORT CHANNELS SHALL BE PAINTED STEEL. ALL HARDWARE TO BE CORROSION RESISTANT. ANCHORS AND STRUCTURAL COMPONENTS SUPPORTS SHALL HAVE STRUCTURAL SAFETY FACTOR STRENGTH OF TWICE THE MAXIMUM SEISMIC FORCES TO WHICH THEY WILL BE SUBJECTED. THROUGH BOLTS SHALL COMPLY WITH ASTM A 325. WELDING LUGS SHALL COMPLY WITH MSS-SP-69, TYPE 57. BEAM CLAMPS FOR STRUCTURAL STEEL SHALL BE DOUBLE SIDED. FASTEN CONCRETE ANCHORS PER THE REQUIREMENTS OF APPENDIX D OF ACI 318-11. FASTEN MASONRY ANCHORS WITH EXPANSION ANCHORS OR SELF-TAPPING MASONRY SCREWS. DO NOT EXCEED 25 LBS. PER HANGER AND A MINIMUM SPACING OF 2'-0”ON CENTER WHEN ATTACHING TO METAL ROOF DECKING. 26 05 33 CONDUIT AND BOXES CONDUIT ACCEPTABLE CONDUIT MANUFACTURERS: ALLIED, LTV, STEELDUCT, WHEATLAND TUBE CO, O-Z GEDNEY. ACCEPTABLE FITTINGS MANUFACTURERS: APPLETON ELECTRIC, O-Z GEDNEY, ELECTROLINE, RACO, BRIDGEPORT, MIDWEST, REGAL, THOMAS & BETTS, CROUSE- HINDS, KILLARK ELECTRICAL METALLIC TUBING (EMT), MINIMUM 3/4”AND 1”FOR LOW VOLTAGE RACEWAYS, SHALL BE USED IN FINISHED SPACES FOR ALL BRANCH CIRCUITS, TELECOMMUNICATIONS SYSTEMS,AND PANEL BOARDS. RIGID METALLIC CONDUIT (RMC) SHALL BE USED IN WET OR DAMP LOCATIONS, HAZARDOUS LOCATIONS SLAB ON-GRADE AND ABOVE-GRADE UNDERGROUND WHERE SUBJECT TO VEHICULAR TRAFFIC. EMT AND IMC CONDUIT FITTINGS SHALL BE COMPRESSION TYPE. CONDUIT AND CONDUCTOR SIZING SHALL BE COORDINATED TO LIMIT CONDUCTOR FILL TO LESS THAN 40%, MAINTAIN CONDUCTOR AMPERE CAPACITY AS REQUIRED BY THE NATIONAL ELECTRICAL CODE NUMBER OF CURRENT-CARRYING CONDUCTORS PER RACEWAY NOT TO EXCEED NINE (9). CONDUIT SHALL NOT CONTAIN MORE FOUR (4) QUARTER BENDS (360°) BETWEEN PULL BOX POINTS. TELECOMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN TWO (2) 90° BENDS BETWEEN PULL BOX POINTS AND CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 100 FEET. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO OPENINGS. WHERE CONDUIT PENETRATES FIREWALLS AND FLOORS, SEAL WITH A UL LISTED SEALANT. SEAL INTERIOR OF CONDUIT AT EXTERIOR ENTRIES. PROVIDE A POLYPROPYLENE PULL CORD WITH 2000 LBS. TENSILE STRENGTH IN EACH EMPTY CONDUIT. EXPOSED CONDUIT ON EXTERIOR WALLS OR ABOVE ROOF WILL NOT BE ALLOWED. BOXES OUTLET BOXES FOR LUMINAIRES TO BE MINIMUM 1-1/2" DEEP. LIGHT CONTROL SWITCHES, DIMMERS AND OCCUPANCY SENSOR BOXES SHALL BE 4 INCHES SQUARE BY 2-1/8 INCHES DEEP. MULTIPLE GANG SWITCH OUTLETS SHALL CONSIST OF THE REQUIRED NUMBER OF GANG BOXES APPROPRIATE TO THE QUANTITY OF SWITCHES COMPRISING THE GANG. PROVIDE PLASTER RINGS AND COVERS AS NEEDED. RECEPTACLE OUTLET BOXES SHALL BE 4 INCHES SQUARE WITH RAISED COVER TO FIT FLUSH WITH FINISHED WALL LINE. PROVIDE FIRE-RATED MOLDABLE PADS AND SOUND BARRIER INSULATION PADS ONFIRE RATED OR SOUND RATED WALLS AS APPLICABLE. GALVANIZED STEEL BOXES MAY BE USED IN CONCEALED OR EXPOSED INTERIOR LOCATIONS, ABOVE CEILINGS, AND MIN RECESSED STUDDED PARTITIONS. [ECONN]: ELECTRICAL CONNECTION TO EQUIPMENT AND MOTORS, SIZED PER NEC . [JB]: PULL AND JUNCTION BOXES, GALVANIZED STEEL, SIZED PER NEC . [RI-TECH]: TECHNOLOGY ROUGH-IN CONSISTING OF ONE (1) 1”CONDUIT ROUTED TO THE NEAREST TECHNOLOGY CLOSET. SUBSCRIPT W INDICATES WALL-PHONE; TV INDICATES ANTENNA OUTLET. 26 05 48 SEISMIC REQUIREMENTS FOR EQUIPMENT AND SUPPORTS THIS PROJECT IS SUBJECT TO THE SEISMIC BRACING REQUIREMENTS. RETAIN A SPECIALTY CONSULTANT OR EQUIPMENT MANUFACTURER TO DEVELOP A SEISMIC RESTRAINT AND SUPPORT SYSTEM, AND PERFORM SEISMIC CALCULATIONS IN ACCORDANCE WITH STATE AND LOCAL CODES. CONSULTANT OR MANUFACTURER SHALL DETERMINE APPLICABLE CRITERIA INCLUDING, BUT NOT LIMITED TO, SEISMIC ZONES, USE GROUPS, OCCUPANCY CATEGORIES, DESIGN CATEGORIES, ETC. INSTALLER SHALL BE A COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION. STAY IN PLACE:ALL SYSTEMS AND EQUIPMENT SHALL BE ANCHORED AND RESTRAINED SUCH THAT THE ANCHORING SYSTEM IS INTENDED NOT TO FAIL AND EQUIPMENT AND/OR SYSTEM COMPONENTS WILL NOT FALL. REMAIN OPERATIONAL:THE FOLLOWING SYSTEMS AND ASSOCIATED EQUIPMENT ARE INTENDED TO NOT FAIL EXTERNALLY OR INTERNALLY AND ARE INTENDED TO REMAIN OPERATIONAL: LIFE SAFETY POWER, EMERGENCY POWER SYSTEM, FIRE ALARM. INSTALL RESTRAINTS CONSTRUCTED TO MEET SEISMIC FORCES FOR ALL EQUIPMENT INCLUDING, BUT NOT LIMITED TO. EMERGENCY FEEDERS, CABLE TRAY, BUSWAY, DUCTBANK, STARTERS, LUMINAIRES, EXIT SIGNS, FIRE ALARM INITIATING AND NOTIFICATION DEVICES, NURSE CALL. 26 05 53 ELECTRICAL IDENTIFICATION COLORED ADHESIVE MARKING TAPE FOR BANDING RACEWAYS, WIRES, AND CABLES: 3 MILS THICK BY 2”WIDTH. PRETENSIONED FLEXIBLE WRAPAROUND COLORED PLASTIC SLEEVES FOR CABLE IDENTIFICATION. WIRE/CABLE DESIGNATION TAPE MARKERS: VINYL OR VINYL-CLOTH, SELF-ADHESIVE, WRAPAROUND, WITH PREPRINTED NUMBERS AND LETTER. CABLE TIES: NYLON, 0.18”WIDTH, 50-LB MINIMUM TENSILE STRENGTH. ENGRAVED, PLASTIC-LAMINATED LABELS, SIGNS AND INSTRUCTION PLATES: PLATE COLOR CODING TO MATCH EXISTING LABELING. JUNCTION, PULL AND CONNECTION BOXES: PERMANENT MARKER. APPLY DESIGNATION LABELS OF ENGRAVED PLASTIC LAMINATE FOR PUSHBUTTONS, PILOT LIGHTS, ALARM/SIGNAL COMPONENTS, AND SIMILAR ITEMS, EXCEPT WHERE LABELING IS SPECIFIED ELSEWHERE. COVER PLATES FOR RECEPTACLES AND SWITCHES: INDICATE SOURCE AND CIRCUIT NUMBER SERVING THE DEVICE: 3/8-INCH KROY TAPE OR BROTHER SELF- LAMINATING VINYL LABEL WITH BLACK LETTERS. CONDUIT IDENTIFICATION: PERMANENT MARKER AT 20 FOOT INTERVALS TO IDENTIFY ALL CONDUITS EXPOSED OR LOCATED ABOVE ACCESSIBLE CEILINGS. CONDUIT COLOR CODING AND JUNCTION BOX COLOR CODING SHALL MATCH EXISTING. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 208Y/120 VOLT, 4_WIRE: A_PHASE -BLACK B_PHASE -RED C_PHASE -BLUE NEUTRAL -WHITE GROUND BOND -GREEN PROVIDE ENGRAVED IDENTIFICATION ON THE FRONT OF ALL CONTROL EQUIPMENT, SUCH AS STARTERS, ETC. LABELING SHALL INCLUDE: PANEL ID#, VOLTAGE, PHASE, WIRE, AMPS, FLOOR(S)/EQUIPMENT SERVED, SOURCE (FED FROM), SOURCE CIRCUIT #, SOURCE LOCATION. LABLING SHALL MATCH EXISTING FACILITY FORMATTING OF ENGRAVED IDENTIFICATION. 26 09 33 LIGHTING CONTROL SYSTEMS PERFORMANCE STATEMENT: THIS SPECIFICATION SECTION AND THE ACCOMPANYING LIGHTING DESIGN DOCUMENTS DESCRIBE THE MINIMUM MATERIAL QUALITY, REQUIRED FEATURES, AND OPERATIONAL REQUIREMENTS OF THE LIGHTING CONTROL SYSTEM (LCS). THESE DOCUMENTS DO NOT CONVEY EVERY WIRE THAT MUST BE INSTALLED AND EVERY EQUIPMENT CONNECTION THAT MUST BE MADE. BASED ON THE PERFORMANCE REQUIRED OF THE SYSTEM, AS PRESENTED IN THESE DOCUMENTS, THE CONTRACTOR AND SYSTEM MANUFACTURER/VENDOR ARE SOLELY RESPONSIBLE FOR DETERMINING ALL EQUIPMENT, WIRING, AND PROGRAMMING REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. PROVIDE AN INTEGRATED LIGHTING CONTROLS SYSTEM CONSISTING OF PANELS, POWER SUPPLIES, CONTROLLERS, SENSORS, RELAYS, SWITCHES, DEVICES, WIRING, ETC. NECESSARY TO PERFORM THE LIGHTING CONTROL SEQUENCE OF OPERATION, AS DEFINED ON THE PLANS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT ALL COMPONENTS AND LUMINAIRES INTEROPERATE AS A SINGLE SYSTEM. SEQUENCE OF OPERATION: DESCRIBES THE REQUIRED OPERATION AND PERFORMANCE FOR LIGHTING CONTROL IN EACH SPACE. SEQUENCES OF OPERATION ARE INDICATED ON THE DRAWINGS. DRAWINGS: THE DRAWINGS INCLUDE SEQUENCES OF OPERATION, LOCATIONS OF CONTROL INTERFACE DEVICES, SENSORS, AND CONTROL ZONES. WIRING AND ADDITIONAL EQUIPMENT TO MAKE A COMPLETE AND FUNCTIONING SYSTEM HAS NOT BEEN SHOWN, BUT SHALL BE SUBMITTED WITH THE SHOP DRAWINGS. ACCEPTABLE CONTROL LOCATIONS ARE SHOWN ON THE DRAWINGS. SUBMIT SHOP DRAWING PRODUCT DATA INCLUDING ALL DEVICES, FLOOR PLAN DRAWINGS INCLUDING SENSOR COVERAGE AND ACCESSORIES. SUBMIT PROJECT SPECIFIC CONTROL WIRING DIAGRAMS SHOWING ALL EQUIPMENT, LINE VOLTAGE AND CONTROL WIRING REQUIREMENTS FOR ALL COMPONENTS. CONTRACTOR SHALL VERIFY THAT WALL DIMMER RATINGS ARE ACHIEVED WHERE A GANGED INSTALLATION IS USED. LIGHTING CONTROL STATION [SW]: LIGHTING CONTROL STATION: THE LIGHTING CONTROL STATION SHALL CONTAIN THE CONTROLS REQUIRED BY THE LIGHTING SEQUENCE OF OPERATION IN A COMMON COVERPLATE. THE CONTROLS MAY CONSIST OF SWITCHES, DIMMERS, PUSHBOTTONS, ETC. IN SPACES WHERE THE WALL CONTROL STATION IS SHOWN IN MULTIPLE LOCATIONS, THE SEQUENCE OF OPERATION SHALL BE THE SAME AT ALL LOCATIONS, UNLESS NOTED OTHERWISE. THE CONTROLS SUPPLIER SHALL PREPARE CONTROL STATION SHOP DRAWINGS SHOWING ARRANGEMENT OF CONTROLS, DIMENSIONED ELEVATIONS, WIRING DIAGRAM, AND RECOMMENDED BACKBOXES. THE SHOP DRAWING SUBMITTAL SHOULD BE IDENTIFIED WITH THE LIGHTING SEQUENCE THAT THE STATION PROVIDES. SUBMIT DATA SHEETS ON THE SWITCHES, DIMMERS, BUTTONS, ETC. CONTAINED IN THE CONTROL STATION. APPROVED MANUFACTURERS: WATTSTOPPER, HUBBELL, LEVITON, SENSOR SWITCH. INDOOR OCCUPANCY AND VACANCY SENSORS OCCUPANCY AND VACANCY SENSORS SHALL HAVE AN ADJUSTABLE OFF TIME DELAY OF 1-30 MINUTES. SENSORS SHALL COMPLY WITH UL773A AND HAVE A 5-YEAR WARRANTY. RELAY UNIT: DRY CONTACTS RATED FOR 20 A BALLAST LOAD AT 120 AND 277 VAC, FOR 13 AMP TUNGSTEN AT 120 VAC, AND FOR 1 HP AT 120 VAC. POWER SUPPLY TO SENSOR SHALL BE 24 V DC, 150-MA, CLASS 2 POWER SOURCE AS DEFINED BY NFPA 70. 26 27 26 WIRING DEVICES SUBMIT SHOP DRAWING PRODUCT DATA INCLUDING ALL DEVICES AND ACCESSORIES. ALL SWITCH, RECEPTACLE, OUTLET, AND COVERPLATE COLORS SHALL BE WHITE , UNLESS INDICATED OTHERWISE. ALL SWITCHES, RECEPTACLES, AND OUTLET FACEPLATES SHALL BE COMPLETE WITH THERMOPLASTIC COVERPLATES IN FINISHED SPACES WHERE WALLS ARE FINISHED. WHERE SEVERAL DEVICES ARE GANGED TOGETHER, THE COVERPLATE SHALL BE OF THE GANGED STYLE FOR THE NUMBER OF DEVICES USED. INSTALL RECEPTACLES VERTICALLY WITH GROUND SLOT UP. INSTALL PLATES ON SWITCH, RECEPTACLE, AND BLANK OUTLETS IN FINISHED AREAS. INSTALL NAMEPLATE IDENTIFICATION TO RECEPTACLE COVER PLATES INDICATED. IDENTIFICATION SHALL IDENTIFY PANEL NAME AND CIRCUIT NUMBER. TEST RECEPTACLES FOR PROPER POLARITY, GROUND CONTINUITY, AND COMPLIANCE WITH REQUIREMENTS. RECEPTACLES REFER TO ELECTRICAL SYMBOLS LIST FOR DEVICE TYPE. DEVICES THAT ARE SHADED ON THE DRAWINGS SHALL BE RED. [REC-DUP]: NEMA 5-20R DUPLEX RECEPTACLE: HOSPITAL GRADEHUBBELL HBL8300, LEVITON 8300, PASS & SEYMOUR 8300, COOPER AH8300. [REC-DUP-GFI]: NEMA 5-20R GROUND FAULT DUPLEX RECEPTACLE: HOSPITAL GRADEHUBBELL GFR-8300HL, LEVITON GFNT2-HG, PASS & SEYMOUR 2097-HG, COOPER SGFH20. [REC-SIM-630R]: NEMA 6-30R SIMPLEX RECEPTACLE: HUBBELL HBL9330, LEVITON 5372, PASS & SEYMOUR 3801, COOPER 5700N. [REC-SIM-L630R]: NEMA L6-30R LOCKING TYPE SIMPLEX RECEPTACLE: HUBBELL HBL2620, LEVITON 2620, PASS & SEYMOUR L630R, COOPER CWL630R. [REC-TAMP]: NEMA 5-20R TAMPER RESISTANT DUPLEX RECEPTACLE: HOSPITAL GRADEHUBBELL HBL8300SG, LEVITON 8300-SG, PASS & SEYMOUR TR63-H, COOPER TR8300. [REC-TAMP-GFI]: NEMA 5-20R GFI TAMPER RESISTANT RECEPTACLE: HOSPITAL GRADE HUBBELL GFR5262 TR, COOPER TRSGFH20, PASS & SEYMOUR 2097HGTR, LEVITON GFTR2-HG. [REC-DUP-GFI-R]: REMOTE GROUND FAULT DEVICE: GROUND FAULT DEVICE FOR REMOTE DOWNSTREAM RECEPTACLES. 125-VOLT, 20 AMP. TEST AND RESET BUTTONS IN IMPACT RESISTANT THERMOPLASTIC FACE, LISTED.: HUBBELL GFBF20, LEVITON 6895, PASS & SEYMOUR 2085, COOPER VGFD20 26 51 00 LIGHTING SUBMIT PRODUCT DATA SHEETS FOR LUMINAIRES AND DRIVERS. INCLUDE COMPLETE PRODUCT MODEL NUMBER WITH ALL OPTIONS AS SPECIFIED. SUBMITTAL SHALL BE ARRANGED WITH LUMINAIRES LISTED IN ASCENDING ORDER, AND WITH EACH LUMINAIRE’S ASSOCIATED LED LIGHT ENGINE AND DRIVER INFORMATION FOLLOWING LUMINAIRE’S PRODUCT DATA. SUBMIT IESNA LM-79 PHOTOMETRIC REPORT FOR THE LATEST GENERATION SYSTEM BEING FURNISHED. PROVIDE NAME OF INDEPENDENT TESTING LABORATORY, REPORT NUMBER, DATE OF TEST, LUMINAIRE SERIES/MODEL NUMBER, INPUT WATTAGE, AND LIGHT SOURCE SPECIFICATIONS. PRODUCT DATA SHALL ALSO INCLUDE IESNA LM-80 MEASURING LUMEN MAINTENANCE OF LED LIGHT SOURCES. REFER TO LUMINAIRE SCHEDULE ON DRAWINGS FOR ADDITIONAL INFORMATION. LIGHT EMITTING DIODES USED IN INTERIOR APPLICATIONS SHALL HAVE A MINIMUM COLOR RENDERING INDEX (CRI) OF 80. COLOR TEMPERATURE OF THE LUMINAIRES SHALL BE AS NOTED ON THE LUMINAIRE SCHEDULE. PROVIDE LIGHT SOURCE COLOR CONSISTENCY BY UTILIZING A BINNING TOLERANCE WITHIN A MAXIMIN 3-STEP MCADAM ELLIPSE UNLESS NOTED OTHERWISE. RATED LIFE SHALL BE MINIMUM OF 50,000 HOURS AT L70. LED CHIPS SHALL BE WIRED SO THAT FAILURE OF ONE CHIP DOES NOT PROHIBIT OPERATION OF THE REMAINDER OF THE CHIP ARRAY. LUMINAIRE DELIVERED LUMENS IS DEFINED AS THE ABSOLUTE LUMENS PER THE MANUFACTURER’S LM-79-08 TEST REPORT. LED LIGHT ENGINE SHALL HAVE A MAXIMUM LLD OF 0.85 AT 50,000 HOURS AT 25°C AMBIENT. PROVIDE SOLID STATE DRIVERS WITH INTEGRAL HEAT SINK. DRIVER SHALL HAVE OVERHEAT, SHORT-CIRCUIT AND OVERLOAD PROTECTION, POWER FACTOR 0.90 OR ABOVE, AND MAXIMUM TOTAL HARMONIC DISTORTION OF 20%. DIMMING SHALL CONTROL LIGHT OUTPUT IN A CONTINUOUS CURVE FROM 100% TO 10% UNLESS NOTED OTHERWISE. DRIVER SHALL HAVE A MINIMUM OF 50,000 HOURS RATED LIFE. DRIVER SHALL BE FIELD REPLACEABLE WITHOUT REMOVAL OF THE LUMINAIRE. CLASS A SOUND RATING; INAUDIBLE IN A 27 DBA AMBIENT. LED LAMPS USED WITH DIMMING SHALL BE VERIFIED FOR COMPATIBILITY WITH DIMMER MANUFACTURER PRIOR TO ORDERING. SECURELY FASTEN LUMINAIRES TO THE LISTED AND LABELED CEILING FRAMING MEMBER BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, RIVETS OR LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBERS. PROVIDE A MINIMUM OF TWO (2) #12 GAUGE WIRES LOCATED ON DIAGONAL CORNERS OF LUMINAIRES. THE ARCHITECTURAL CEILING FRAMING SYSTEM MAY BE USED IN LIEU OF INDEPENDENT SUPPORT WITH PRIOR WRITTEN APPROVAL BY THE CEILING SYSTEM MANUFACTURER AND AUTHORITY HAVING JURISDICTION (AHJ). LUMINAIRES AND WIRING INSTALLED IN FIRE-RATED CEILING ASSEMBLIES SHALL BE INDEPENDENTLY SUPPORTED FOR ALL APPLICATIONS INSTALL RECESSED FLANGED LUMINAIRES TO PERMIT REMOVAL FROM BELOW. USE MANUFACTURER-SUPPLIED PLASTER FRAMES AND SWING GATE SUPPORTS. SUPPORT LUMINAIRES INDEPENDENT OF CEILING WITH A MINIMUM OF TWO (2) #12 GAUGE WIRES LOCATED ON DIAGONAL CORNERS. ADJUST AIMABLE LUMINAIRES TO OBTAIN LIGHTING LEVELS ON OBJECTS AND AREAS AS DIRECTED TO OBTAIN DESIRED LIGHTING LEVELS. THE CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION LIGHTING PER THE REQUIREMENTS OF DIVISION 1. THE PROJECT LUMINAIRES SHOWN ON THE CONSTRUCTION DOCUMENTS SHALL NOT BE USED FOR TEMPORARY CONSTRUCTION PURPOSES WITHOUT PROVIDING A PLAN FOR OWNER APPROVAL THAT ADDRESSES ENERGY AND LUMINAIRE OPERATING HOURS. REPLACE FAILED LED LAMPS AND LIGHT ENGINE MODULES OR ARRAYS AT COMPLETION OF WORK. ALIGN LUMINAIRES AND CLEAN LENSES AND DIFFUSERS AT COMPLETION OF WORK. CLEAN PAINT SPLATTERS, DIRT, AND DEBRIS FROM INSTALLED LUMINAIRES. TOUCH UP LUMINAIRE AND POLE FINISH AT COMPLETION OF WORK. N SHEET: PROJECT NO: ARCHITECT: TITLE: DRAWN: SCALE:2010A.00 AS NOTED CHECK: ISSUEREV. DATE ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUANCE 33 N. LASALLE STREET, SUITE 3600 CHICAGO, ILLINOIS 60602 T: (312) 376-3100 BRIAN A. PUGH 8400 207TH PLACE NE ARLINGTON, WA 98223 CASCADE VALLEY SENIOR LIVING E701 ELECTRICAL SPECIFICATIONS MKDTCM 263 SHUMAN BOULEVARD SUITE 550 NAPERVILLE, IL 60563 P: 630.527.2320 www.imegcorp.com Illinois Design Firm Registration #184.007637-0014 IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. ©2023 IMEG CORP. REF. SCALE IN INCHES 0 1 2 3 PROJECT #23005486.00 28 31 00 FIRE ALARM AND DETECTION SYSTEMS QUALITY ASSURANCE COMPANY SPECIALIZING IN FIRE ALARM AND SMOKE DETECTION SYSTEMS SHALL BE FACTORY-AUTHORIZED LICENSED ELECTRICAL CONTRACTOR FOR THE DESIGN, INSTALLATION, AND MAINTENANCE OF FIRE ALARM SYSTEMS BY THAT MANUFACTURER. DESIGNER / INSTALLER SHALL BE NICET LEVEL 2 3 FOR PREPARATION OF DESIGN DOCUMENTS AND SHALL MANAGE OR OVERSEE THE PREPARATION OF SHOP DRAWINGS AND SYSTEM INSTALLATION, PROGRAMMING, AND TESTING. FIRE ALARM PERFORMANCE STATEMENT THE FIRE ALARM SCOPE INCLUDES EXTENSION AND EXPANSION OF EXISTING FIRE ALARM SYSTEM. THE SCOPE ALSO INCLUDES, BUT IS NOT LIMITED TO, ADDITIONAL POWER SUPPLIES, INITIATING DEVICES AND CIRCUITS, SIGNALING DEVICES AND CIRCUITS, MONITORING DEVICES AND CIRCUITS, AUXILIARY CONTROL AND RELATED DEVICES SUCH AS DOOR HOLDERS AND THEIR CONTROL, ETC. THE ENTIRE SYSTEM SHALL BE ABLE TO BE COMPLETELY RESET FROM ANY SINGLE RESET LOCATION POINT. THE ENTIRE SYSTEM SHALL BE ANNUNCIATED AT ANY ANNUNCIATION LOCATION. THE EXISTING FIRE ALARM SYSTEM SHALL BE EXTENDED SUCH THAT THE EXISTING FIRE ALARM SYSTEM'S FUNCTIONALITY, INTEGRITY, AND ANNUNCIATION SHALL BE EQUIVALENT TO PRE-CONSTRUCTION CONDITIONS UNLESS NOTED OTHERWISE. APPROVED MANUFACTURERS NOTIFIER BY HONEYWELL SUBMITTALS SUBMIT SHOP DRAWINGS AND PRODUCT DATA INCLUDING PRODUCT CATALOG DATA SHEETS, COMPUTER-DRAFTED FLOOR PLANS GENERATED BY THE MANUFACTURER, AND PROOF OF NICET CERTIFICATION OF THE PERSON OVERSEEING THE PREPARATION. FAILURE TO COMPLY WITH ALL THESE REQUIREMENTS WILL RESULT IN THE SHOP DRAWING SUBMITTAL BEING REJECTED WITHOUT REVIEW. COMPUTER-DRAFTED FLOOR PLANS AS SHOP DRAWINGS SHALL INCLUDE THE COMPLETE LAYOUT OF THE ENTIRE SYSTEM, DEVICE ADDRESSES, AUXILIARY EQUIPMENT, AND MANUFACTURER’S WIRING REQUIREMENTS. INDICATE THE PRECISE ROUTING OF NOTIFICATION APPLIANCE CIRCUITS AND SIGNAL LINE CIRCUITS. INDICATE EXTENDER PANELS WHERE NECESSARY FOR INSTALLATION. INCLUDE BATTERY CAPACITY, TOTAL CAPACITY USED BY ALL DEVICES ON THIS PROJECT, AND TOTAL AVAILABLE FUTURE CAPACITY. FINAL APPROVED FIRE ALARM COMPUTER-DRAFTED FLOOR PLANS SHALL BE IMPLEMENTED INTO FINAL RECORD DRAWINGS AND OWNER’S OPERATIONS AND MAINTENANCE MANUALS. INSTALLATION PROVIDE ALL ITEMS, COMPONENTS, DEVICES, HARDWARE, SOFTWARE, PROGRAMMING, EXPANSION COMPONENTS, CONDUIT, WIRING, ETC. FOR A TURNKEY OPERATIONAL SYSTEM. FINAL INSTALLATION SHALL MATCH EXISTING BUILDING’S FIRE ALARM SEQUENCE OF OPERATION. ALL STROBES WITHIN SIMILAR LINE OF SIGHT SHALL SYNCHRONIZE. ALL DEVICES SHALL BE COORDINATED WITH LUMINAIRES, DIFFUSERS, SPRINKLER HEADS, PIPING, AND OTHER OBSTRUCTIONS TO MAINTAIN A NEAT AND OPERABLE INSTALLATION. MOUNTING LOCATIONS AND SPACING SHALL NOT EXCEED THE REQUIREMENTS OF NFPA 72. CENTER DETECTORS IN TILES WHERE INSTALLED IN GRID TYPE CEILINGS. 120 VOLT POWER REQUIRED FOR FUNCTIONALITY OF THE SYSTEM AND NOT SHOWN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE RED CIRCUIT BREAKER AND LOCK ON BREAKER HANDLES. ALL FIRE ALARM JUNCTION BOXES AND CONDUIT SHALL BE PAINTED RED WITH SLC AND NAC CIRCUITS IDENTIFIED ON COVER. WIRING SHALL BE INSTALLED IN CONDUIT. FIELD INSPECTION, TESTING, AND TRAINING SHALL BE COORDINATED WITH OWNER AND PERFORMED ON AN OVERTIME BASIS. SIGNAL LINE CIRCUIT DEVICES [FA-120] SMOKE DETECTORS: ANALOG PHOTOELECTRIC TYPE SENSOR [FA-131] ADDRESSABLE MANUAL PULL STATION, SINGLE DOUBLE ACTION WITH PLASTIC BREAKROD, RESET KEY LOCK, SEMI-FLUSH MOUNT, RED HIGH ABUSE PLASTIC OR CAST METAL CONSTRUCTION WITH WHITE LETTERING. PROVIDE DEVICE WITH CLEAR LEXAN TAMPER RESISTANT COVER WITH INTEGRAL 9V BATTERY POWERED ALARM THAT SOUNDS WHEN SHIELD IS LIFTED. NOTIFICATION APPLIANCE CIRCUIT DEVICES DEVICE COLORS: WALL MOUNTED: WHITE HOUSING WITH RED LETTERING OR PICTOGRAM. MATCH COLOR SCHEME OF EXISTING FACILITY DEVICES. CEILING MOUNTED: WHITE HOUSING WITH RED LETTERING OR PICTOGRAM. MATCH COLOR SCHEME OF EXISTING. VISUAL DEVICES: HIGH INTENSITY (CANDELA RATING AS SCHEDULED ON THE DRAWINGS) XENON STROBE OR EQUIVALENT UNDER A LENS. CANDELA RATING SHALL BE VISIBLE FORM EXTERIOR OF THE DEVICE. 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OP: RUFRPSO\ZLWK&RU& &RPSOLHV 'RHV1RW 1RW2EVHUYDEOH 1RW$SSOLFDEOH 5HTXLUHPHQWZLOOEHPHW & & >(/@ RIDPSUHFHSWDFOHV LQVWDOOHGLQHQFORVHGRIILFHV FRQIHUHQFHURRPVFRS\URRPVEUHDN URRPVFODVVURRPVDQGZRUNVWDWLRQV DQG!RIEUDQFKFLUFXLWIHHGHUV IRUPRGXODUIXUQLWXUHZLOOKDYH DXWRPDWLFUHFHSWDFOHFRQWUROLQ DFFRUGDQFHZLWK& &RPSOLHV 'RHV1RW 1RW2EVHUYDEOH 1RW$SSOLFDEOH 5HTXLUHPHQWZLOOEHPHW $GGLWLRQDO&RPPHQWV$VVXPSWLRQV +LJK,PSDFW 7LHU 0HGLXP,PSDFW 7LHU /RZ,PSDFW 7LHU 3URMHFW7LWOH 'DWDILOHQDPH 9HQWDV&DVFDGH9DOOH\6HQLRU/LYLQJ 5HSRUWGDWH RI3DJH 6HFWLRQ 5HT,' )LQDO,QVSHFWLRQ &RPSOLHV"&RPPHQWV$VVXPSWLRQV & & >),@ )XUQLVKHG2 0LQVWUXFWLRQVIRU V\VWHPVDQGHTXLSPHQWWRWKH EXLOGLQJRZQHURUGHVLJQDWHG UHSUHVHQWDWLYH &RPSOLHV 'RHV1RW 1RW2EVHUYDEOH 1RW$SSOLFDEOH 5HTXLUHPHQWZLOOEHPHW & >),@ %XLOGLQJRSHUDWLRQVDQGPDLQWHQDQFH GRFXPHQWVZLOOEHSURYLGHGWRWKH RZQHU'RFXPHQWVZLOOFRYHU PDQXIDFWXUHUV LQIRUPDWLRQ VSHFLILFDWLRQVSURJUDPPLQJ SURFHGXUHVDQGPHDQVRILOOXVWUDWLQJ WRRZQHUKRZEXLOGLQJHTXLSPHQWDQG V\VWHPVDUHLQWHQGHGWREHLQVWDOOHG PDLQWDLQHGDQGRSHUDWHG &RPSOLHV 'RHV1RW 1RW2EVHUYDEOH 1RW$SSOLFDEOH 5HTXLUHPHQWZLOOEHPHW & >),@ )XUQLVKHGDVEXLOWGUDZLQJVIRU HOHFWULFSRZHUV\VWHPVZLWKLQ GD\V RIV\VWHPDFFHSWDQFH &RPSOLHV 'RHV1RW 1RW2EVHUYDEOH 1RW$SSOLFDEOH 5HTXLUHPHQWZLOOEHPHW & >),@ /LJKWLQJV\VWHPVKDYHEHHQWHVWHGWR HQVXUHSURSHUFDOLEUDWLRQDGMXVWPHQW SURJUDPPLQJDQGRSHUDWLRQ &RPSOLHV 'RHV1RW 1RW2EVHUYDEOH 1RW$SSOLFDEOH 5HTXLUHPHQWZLOOEHPHW $GGLWLRQDO&RPPHQWV$VVXPSWLRQV +LJK,PSDFW 7LHU 0HGLXP,PSDFW 7LHU /RZ,PSDFW 7LHU 3URMHFW7LWOH 'DWDILOHQDPH 9HQWDV&DVFDGH9DOOH\6HQLRU/LYLQJ 5HSRUWGDWH RI3DJH This message is from an External Sender This message came from outside the City of Arlington From:Brian Pugh To:Hannah Hardwick Subject:RE: BLD5683- Pending Information for Issuance Date:Monday, April 15, 2024 6:06:39 AM Attachments:image003.png Hannah, Please use this email as a formal request to extend the permit application. After reviewing with the Owner they do not intend to start construction on the subject project until August 2024 in order to avoid construction in their building during their busy sales season. Please advise if any further information is required at this time. Thank you, Brian Brian Pugh, NCARB Principal 33 N. LaSalle St., Suite 3600 Chicago IL 60602 p: 312.376.3100 x103 c: 630.220.4714 bpugh@pfbchicago.com www.pfbchicago.com From: Hannah Hardwick <hhardwick@arlingtonwa.gov> Sent: Friday, April 5, 2024 3:50 PM To: Brian Pugh <bpugh@pfbchicago.com> Subject: RE: BLD5683- Pending Information for Issuance Hello Brian, You are able to request an extension on the permit application. This just requires a formal request (can be via email) for the extension and the circumstances causing the delay. This request will be routed to the building official for review. If approved, the extension will be pending payment of extension fees. The application is set to expire 5/02/2024 as is. Permit application are concerned void if not issued after 6 months. Please let me know if you have any questions. This message is from an External Sender This message came from outside the City of Arlington Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. Sincerely, Hannah Hardwick Arlington Community & Economic Development, Permit Technician I 18204 59th Ave NE, Arlington, WA 98223 O: 360.403.3549 hhardwick@arlingtonwa.gov | www.arlingtonwa.gov From: Brian Pugh <bpugh@pfbchicago.com> Sent: Friday, April 5, 2024 12:48 PM To: Hannah Hardwick <hhardwick@arlingtonwa.gov> Subject: RE: BLD5683- Pending Information for Issuance Hannah, I just got word back that this project is not going to start until August of this year. Do we need to do anything to ensure the permit doesn’t lapse? Thank you, Brian Brian Pugh, NCARB Principal 33 N. LaSalle St., Suite 3600 Chicago IL 60602 p: 312.376.3100 x103 c: 630.220.4714 bpugh@pfbchicago.com www.pfbchicago.com From: Hannah Hardwick <hhardwick@arlingtonwa.gov> Sent: Monday, March 25, 2024 3:23 PM Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. To: Brian Pugh <bpugh@pfbchicago.com> Subject: RE: BLD5683- Pending Information for Issuance Hello Brian, I am following up on the status of permit BLD5683 requiring a contractor prior to issuance. Last communication indicated that contractor awarding would be happening soon. Please let us know the status to get this issued! Thank you. Sincerely, Hannah Hardwick Arlington Community & Economic Development, Permit Technician I 18204 59th Ave NE, Arlington, WA 98223 O: 360.403.3549 hhardwick@arlingtonwa.gov | www.arlingtonwa.gov From: Hannah Hardwick Sent: Monday, February 26, 2024 1:24 PM To: Brian Pugh <bpugh@pfbchicago.com> Subject: RE: BLD5683- Pending Information for Issuance Thank you. We look forward to hearing from you again. Sincerely, Hannah Hardwick Arlington Community & Economic Development, Permit Technician I 18204 59th Ave NE, Arlington, WA 98223 O: 360.403.3549 hhardwick@arlingtonwa.gov | www.arlingtonwa.gov From: Brian Pugh <bpugh@pfbchicago.com> Sent: Monday, February 26, 2024 1:23 PM To: Hannah Hardwick <hhardwick@arlingtonwa.gov> Subject: RE: BLD5683- Pending Information for Issuance This message is from an External Sender This message came from outside the City of Arlington Hannah, Thanks for reaching out. I have the GC and they are finalizing their subcontractor awards. I should be in touch in the next couple of weeks. Thank you, Brian Brian Pugh, NCARB Principal 33 N. LaSalle St., Suite 3600 Chicago IL 60602 p: 312.376.3100 x103 c: 630.220.4714 bpugh@pfbchicago.com www.pfbchicago.com From: Hannah Hardwick <hhardwick@arlingtonwa.gov> Sent: Monday, February 26, 2024 3:22 PM To: Brian Pugh <bpugh@pfbchicago.com> Subject: BLD5683- Pending Information for Issuance Hello, I am following up on the permit application BLD5683 for Cascade Valley Interior Revocation. My coworker, Kristin, emailed on 1/29/24 that the permit was ready for issuance pending payment and contractor information is provided. I see the payment was made on 1/30. Do you have the contractor information that I can add to this permit for issuance? Sincerely, Hannah Hardwick Arlington Community & Economic Development, Permit Technician I 18204 59th Ave NE, Arlington, WA 98223 Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. O: 360.403.3549 hhardwick@arlingtonwa.gov | www.arlingtonwa.gov