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HomeMy WebLinkAbout505 E 3rd St_BLD6444_2025 CITY OF ARLINGTON 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551 BUILDING PERMIT 505 E 3RD STREET Permit #: 6444 PERMIT EXPIRES 180 DAYS AFTER Parcel #: 31050200401500 DATE OF ISSUANCE. Scope of Work: reroof, replacement of the existing walk-in cooler with a larger walk- Valuation: 2500000.00 in cooler, the replacement of an existing dishwasher along with an associated hood, and some miscellaneous aesthetic repairs to siding and paint. There is also a bid alternate to replace a handful of failed IGUs at various windows around the building. OWNER APPLICANT CONTRACTOR ARLINGTON SCHOOL DISTRICT 16 McGrahan PBK Trico Companies LLC 315 N FRENCH AVENUE 2111 Pacific Avenue 15066 Josh Wilson Road ARLINGTON, WA 98223 Tacoma, Wa, 98402 Burlington, WA 98233 2533833084 360-757-2373 LIC: 603 251 163 EXP: 05/31/2025 LIC: TRICOCL886Q8 EXP: 11/28/2026 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2021 STORIES: 0 CONST. TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3101. 05/12/2025 5/12/25 Applicant Signature Date Building Official Date CONDITIONS Install and maintain erosion control measures per City of Arlington Standards and per the direction of the Inspector and the approved SWPPP/TESC Plan. Remove upon completion of the project prior to final approval of the permit. It is the applicant/owner’s responsibility to ensure that stormwater runoff from new/replaced impervious surfaces will be managed on-site in a manner that does not adversely affect neighboring properties. Approved permit and plans shall be onsite for inspections. Adhere to approved plans. Call for inspections. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 05/12/2025 Building Plan Review $10,849.63 05/12/2025 Credit Card Service $325.49 05/12/2025 Processing/Technology $25.00 05/12/2025 Building Permit $16,691.74 05/12/2025 Credit Card Service $501.50 Total Due: $28,393.36 Total Payment: $28,393.36 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail COMMERCIAL TENANT IMPROVEMENT 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. 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) 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 or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following, a Deferred Submittal Request MUST be completed. Deferred submittals require separate 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 Sprinkler 4. Fire Alarm 5. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A 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. Reinforced Concrete Structural Steel and Welding Bolting in Concrete High-Strength Bolting Pre-stressed Concrete Spray-Applied Fireproofing Shotcrete Smoke-Control Systems Structural Masonry Other - Specify: ______________________________________ I acknowledge that all items designated as submittal requirements must accompany my Tenant Improvement Permit Application to be considered a complete submittal. COMMERCIAL TENANT IMPROVEMENT INSTALLATION, MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECK ALL THAT APPLY Automatic 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: _________________________________________________________________________The existing fire sprinklers will be rerouted into the new walk-in cooler once ________________________________________________________________________________________the existing one is demolished and replaced. Type of Permit: New Space Addition ✔ Alteration Property Address: 505 E 3rd St Arlington, WA 98223 Project Valuation: $2,500,000 Lot #: Parcel ID No.: 31050200401500 Subdivision: Project Scope of Work: Replacement of existing roof, walk-in cooler, and kitchen dishwasher. Rerouting dishwasher ducting. Description of New Tenant Business Operations: Existing tenant to remain - Elementary school IBC Construction Type: No changes, V1HR, fully sprinklered in lieu of 1HR construction IBC Occupancy Type: E, A2.1, A3 Building/Space Square Footage: 62,689 SF Number of Stories: 2 Square Footage Per Floor: 1st 41,739 SF 2nd 20,890 SF 3rd 4th 5th 6th Primary Contact: Owner Architect Engineer Contractor Owner Name: Brian Lewis, Arlington Public Schools Office No.: 360.618.6238 Email Address: brian.lewis@asd16.org Cell No.: 360.436.6416 315 French Ave Arlington WA 98223 Mailing Address: City: State: Zip: Architect Name: Chris Lilley, McGrahanPBK Office No.: 253.383.3084 Email Address: chris.lilley@mcgranahan.com Cell No.: 2111 Pacific Ave, Suite 100 Tacoma WA 98402 Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: John Justice, BCE Engineers INC Office No.: 253.922.0446 Email Address: jwjustice@transystems.com Cell No.: 6021 12th St E, Suite 200 Fife WA 98424 Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Primary Contractor: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: REV03.2022 Page 2 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL SYSTEM INFORMATION Type of Permit:  New Installation  Addition  Alteration  Replaced  Gas Piping Mechanical Contractor: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: • 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 Gas Piping Specification and complete Schematic PAGE 4  Not Applicable Proposed Piping Material:  CSST  Brass  Black Steel  Galvanized Steel  Other Proposed Piping Size:  ½”  ⅝”  ¾”  1”  1½”  2” Inlet Pressure: Pressure Drop: Specific Gravity: MECHANICAL PERMIT FEES (per unit) Type of Fixture No. of Units Cost per Unit Subtotal 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 1 x $ 50.00 = $ 50.00 Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork (drawings required) 1 x $ 25.00 = $ 25.00 Evaporative Coolers x $ 15.00 = $ Exhaust/Ventilation Fans 1 x $ 15.00 = $ 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 = $ REV03.2022 Page 3 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL PERMIT FEES (per unit) Gas Fired AC >100 Btu/h x $ 25.00 = $ 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 $ 15.00 $ 1 x = 15.00 mechanical code, not otherwise specified 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 4 x $ 50.00 = $ 200.00 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 $ 10.00 $ x = conditioning system) Wall Heaters - Gas Fired x $ 25.00 = $ Water Heater - Gas Fired x $ 25.00 = $ Permit Fee $ Table 4-8; Plan Review Fee $ 305.00 Processing/Technology Fee $25.00 Total $ 330.00 PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY – USE A SEPARATE SHEET, IF NECESSARY  SCHEMATIC IS TO SCALE  SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE: Any interior pressure regulators must be indicated REV03.2022 Page 4 of 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING SYSTEM INFORMATION Type of Permit:  New Installation  Addition  Alteration  Replaced  Industrial Plumbing Contractor: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: 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 1 x $ 15.00 = $15.00 Drinking Fountain x $ 15.00 = Floor Drains x $ 15.00 = REV03.2022 Page 5 of 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING PERMIT FEES (per fixture) 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 x $ 5.00 = inlets/outlets) Miscellaneous – regulated by plumbing x $ 15.00 = code, not otherwise specified Pretreatment Interceptor x $ 15.00 = 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 $15.00 Processing/Technology Fee $25.00 Total $40.00 PROPOSED BUILDING USE  New ■ Addition/Alteration  Medical  Automotive Based  Industrial  Office  Restaurant  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 Know Does the plumbing system currently have an oil/water  Yes  No  Don’t Know separator? REV03.2022 Page 6 of 7 COMMERCIAL TENANT IMPROVEMENT Is water used in the business process (washing, rinsing,  Yes  No  Don’t Know cooling)? Does your business require a NPDES permit?  Yes  No  Don’t Know I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Christopher J. Lilley, AIA 4/2/25 Signature Print Name Date REV03.2022 Page 7 of 7 P R E S I D E N T S E L E M E N T A R Y S C H O O L E N V E L O P E I M P R O V E M E N T S A R L I N G T O N P U B L I C S C H O O L S 7359 REGISTERED ARCHITECT A r l i n g t o n , W a s h i n g t o n CHRISTOPHER J. LILLEY STATE OF WASHINGTON B I D S E T M A R C H 2 5 , 2 0 2 5 PROJECT S H E E T I N D E X NORTH V I C I N I T Y M A P A B B R E V I A T I O N S C O D E A N A L Y S I S GENERAL @ AT ID INSIDE DIAMETER APPLICABLE CODES: G0.00 COVERSHEET AB ANCHOR BOLT IE INVERT ELEVATION ACT ACOUSTICAL CEILING TILE INCL INCLUDE OR INCLUDING CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: ADJ ADJACENT INT INTERIOR CIVIL AFF ABOVE FINISH FLOOR INSUL INSULATION UNIFORM CODES: C1.0 STORMWATER POLLUTION PREVENTION & DEMOLITION PLAN ALUM ALUMINUM JT JOINT 2021 EDITION - INTERNATIONAL EXISTING BUILDING CODE (IEBC) WITH WA AMENDMENTS C2.0 PAVING & STORM DRAINAGE PLAN ANOD ANODIZED JST JOIST 2021 EDITION - INTERNATIONAL BUILDING CODE (IBC) WITH WA AMENDMENTS ASSY ASSEMBLY L ANGLE 2021 EDITION - INTERNATIONAL MECHANICAL CODE (IMC) WITH WA AMENDMENTS ATTACH ATTACHMENT LAM LAMINATE 2021 EDITION - NATIONAL ELECTRICAL CODE OF WA ARCHITECTURAL DEMOLITION ALT ALTERNATE LB OR # POUND AD0.01 EXISTING CONDITION PHOTOS STATE CODES: BD OR BRD BOARD LLH LONG LEG HORIZONTAL AD2.01 KITCHEN DEMOLITION FLOOR PLAN AND REFLECTED CEILING PLAN BITM BITUMINOUS LLV LONG LEG VERTICAL 2021 EDITION - WASHINGTON STATE ENERGY CODE AD3.01 OVERALL FIRST FLOOR DEMOLITION REFLECTED SOFFIT PLAN BLDG BUILDING LOC LOCATION AD3.02 OVERALL SECOND FLOOR DEMOLITION REFLECTED SOFFIT PLAN BLKG BLOCKING MATL MATERIAL EXISTING BUILDING: AD4.01 DEMOLITION ROOF PLAN BM BEAM MAX MAXIMUM ORIGINAL BUILDING PERMITTED UNDER 1997 UBC BO BOTTOM OF MB MACHINE BOLT INCL WASHER / NUT AD5.01 DEMOLITION OVERALL EXTERIOR ELEVATIONS BOTT BOTTOM MECH MECHANICAL AD5.02 DEMOLITION PARTIAL EXTERIOR ELEVATIONS PROJECT BRG BEARING M/E/P OR MEP MECHANICAL, ELECTRICAL, AND PLUMBING CONSTRUCTION TYPE: NO CHANGES AD5.03 DEMOLITION PARTIAL EXTERIOR ELEVATIONS SITE BTWN BETWEEN MFR MANUFACTURER V1HR, FULLY SPRINKLERED IN LIEU OF 1-HR CONSTRUCTION AD5.04 DEMOLITION PARTIAL EXTERIOR ELEVATIONS CB CATCH BASIN MIN MINIMUM OCCUPANCY: NO CHANGES AD5.05 DEMOLITION PARTIAL EXTERIOR ELEVATIONS CEM CEMENT MTL METAL E (CLASSROOM AND OFFICES) ARLINGTON CJ CONTROL JOINT NIC NOT IN CONTRACT AD6.01 DEMOLITION SECTIONS A2.1 (GYM - MULTI-PURPOSE) I5 CLG CEILING NO NUMBER A3 (COVERED PLAY) WA-530 CMU CONCRETE MASONRY UNITS NR NOT RATED ARCHITECTURAL CO CLEAN OUT NOM NOMINAL WA-9 BUILDING AREA: NO CHANGE A1.01 SITE PLAN & SITE DETAILS COL COLUMN NTS NOT TO SCALE 62,689 SF A2.01 KITCHEN FLOOR PLAN AND REFLECTED CEILING PLAN CONC CONCRETE OC ON CENTER CORR CORRIDOR OD OUTSIDE DIAMETER A3.01 OVERALL FIRST FLOOR REFLECTED SOFFIT PLAN CORRUG CORRUGATED OF OVERFLOW A3.02 OVERALL SECOND FLOOR REFLECTED SOFFIT PLAN BUILDING HEIGHT: NO CHANGE CL CENTERLINE OPER OPERABLE A4.00 ROOF DRAINAGE PLAN AND CALCULATIONS 35'- 0" CLR CLEAR OPP OPPOSITE HANDE A4.01 OVERALL ROOF PLAN CONN CONNECT OVHD OVERHEAD A4.02 PARTIAL ROOF PLANS CONT CONTINUOUS OVHG OVERHANG A4.11 ROOF DETAILS CSK COUNTERSINK PENE PENETRATION CLASSIFICATION OF WORK (IEBC CHAPTER 6): p r o j e c t_ CW CURTAINWALL PERF PERFORATED A4.12 ROOF DETAILS DBL DOUBLE PI POST INDICATOR ALTERATION - LEVEL 1 PRESIDENTS ES ENVELOPE A5.01 OVERALL EXTERIOR ELEVATIONS DEMO DEMOLISH PL PLATE 602.1 LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS, IMPROVEMENTS A5.02 PARTIAL EXTERIOR ELEVATIONS DIA, Ø DIAMETER PNL PANEL ELEMENTS, EQUIPMENT OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT OR FIXTURES THAT SERVE THE c l i e n t_ A5.03 PARTIAL EXTERIOR ELEVATIONS DN DOWN PNT PAINT SAME PURPOSE. ARLINGTON SD A5.04 PARTIAL EXTERIOR ELEVATIONS DO DITTO OR REPEAT ADJACENT ELEMENT PR PAIR 602.2 LEVEL 1 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7. DR DOOR PROT PROTECTION ALTERATION - LEVEL 2 A5.05 PARTIAL EXTERIOR ELEVATIONS DS DOWNSPOUT PSI POUNDS PER SQUARE INCH 603.1 LEVEL 2 ALTERATIONS INCLUDE THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, l o c a t i o n_ A5.11 EXTERIOR DETAILS DWG(S) DRAWING(S) PT PRESSURE OR PRESERVATIVE TREATED THE RECONFIGURATION OR EXTENSION ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL ARLINGTON, WA A6.01 SECTIONS P R O J E C T D A T A (E) OR EXIST EXISTING PVC POLYVINYL CHLORIDE EQUIPMENT AND SHALL APPLY WHERE THE WORK AREA IS EQUAL TO OR LESS THAN 50 PERCENT EA EACH PW OR PLYWD PLYWOOD OF THE BUILDING AREA. FOOD SERVICE EJ EXPANSION JOINT RAD RADIUS 603.2 LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISION OF CHAPTER 7 FOR FS1.01 FOOD SERVICE EQUIPMENT PLAN PROJECT DESCRIPTION ELECT ELECTRICAL RD ROOF DRAIN LEVEL 1 ALTERATIONS AS WELL AS THE PROVISION OF CHAPTER 8. RENOVATIONS TO EXISTING SCHOOL BUILDING INCLUDING DEMOLITION & REPLACEMENT OF ELEV OR EL ELEVATION RE REFER TO Project No.2010.610 FS1.02 FOOD SERVICE PLUMBING / MECHANICAL / FLOOR DEPRESSION PLAN EXISTING ROOFING AND GUTTERS, ADDITION OF FALL RESTRAINT ANCHORS ON THE ROOF, EMER EMERGENCY REQD REQUIRED ALTERATION - LEVEL 1 (IEBC CHAPTER 7): FS1.03 FOOD SERVICE ELECTRICAL / REFRIGERATION PLAN SELECTIVE REPAIR & REPLACEMENT OF EXISTING FIBER CEMENT SIDING, SEALANTS, FIBER EMBED EMBEDMENT RWL RAIN WATER LEADER COVERSHEET FS2.01 FOOD SERVICE WALK-IN BOX DETAILS CEMENT TRIM, CLEANING, REPAIR, AND PAINTING OF EXISTING FIBER CEMENT SIDING, AND ENL ENLARGED SAM SELF ADHERED MEMBRANE REROOFING FS2.02 FOOD SERVICE WALK-IN BOX DETAILS CLEANING & SEALING OF EXISTING MASONRY CLADDING. MINOR MECHANICAL WORK TO INCLUDE EPS EXPANDED POLYSTRENE SCHED SCHEDULE 705.1 MATERIALS AND METHODS OF APPLICATION USED FOR RECOVERING OR REPLACING AN EXISTING ROOF FS2.03 FOOD SERVICE WALK-IN BOX DETAILS RE-ROUTING EXISTING KITCHEN DISHWASHER HOOD TO VENT THROUGH ROOF AND ROOF EQ EQUAL SCL STRUCTURAL COMPOSITE LUMBER COVERING SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 15 OF THE IBC. MOUNTED EXHAUST FAN. EQUIP EQUIPMENT SF STOREFRONT 705.2 ROOF REPLACEMENT - ROOF REPLACEMENT SHALL INCLUDE THE REMOVAL OF ALL EXISTING LAYERS OF ROOF FS2.04 FOOD SERVICE WALK-IN BOX DETAILS COVERINGS DOWN TO THE ROOF DECK EXP EXPANSION SHEATH SHEATHING FS2.05 FOOD SERVICE WALK-IN BOX DETAILS PROJECT ADDRESS EXT EXTERIOR SHT SHEET STRUCTURAL FS3.01 FOOD SERVICE REFRIGERATION DETAILS 505 E 3rd Street EXTR EXTRUDED SIM SIMILAR 706.2 ADDITION OR REPLACEMENT OF ROOFING OR REPLACEMENT EQUIPMENT - FS3.02 FOOD SERVICE WALK-IN DETAILS ARLINGTON, WA, 98223 FF FACTORY FINISH SPEC SPECIFICATION ANY EXISTING GRAVITY LOAD-CARRYING STRUCTURAL ELEMENT FOR WHICH AN ALTERATION CAUSES AN INCREASE IN DESIGN DEAD, LIVE OR SNOW LOAD, INCLUDING SNOW DRIFT EFFECTS OF MORE THAN 5 PERCENT SHALL BE FH FIRE HYDRANT SQ SQUARE MECHANICAL SNOHOMISH COUNTY TAX PARCEL NUMBER FIN FINISH(ED) SQIN SQUARE INCHES REPLACED OR ALTERED AS NEEDED TO CARRY THE GRAVITY LOADS REQUIRED BY THE IBC FOR NEW STRUCTURES. 31050200401500 FLASHG FLASHING S/S OR SS STAINLESS STEEL M1.01 MECHANICAL LEGEND, SCHEDULES, AND DETAILS ALTERATION - LEVEL 2 (IEBC CHAPTER 8): FLR FLOOR STD STANDARD M2.01 MECHANICAL DEMO AND NEW PLANS LEGAL DESCRIPTION (per Snohomish County) FM FACTORY MUTUAL T & G TOUNGE AND GROOVE ELECTRICAL SEC 02 TWP 31 RGE 05 QTR SE - BEG 40FT N OF SW COR SE1/4 SE1/4 TH E 624.56FT TH N TO S LN FOIC FURNISHED BY OWNER TERM TERMINATION 806.1 NEWLY INSTALLED ELECTRICAL EQUIPMENT AND WIRING RELATING TO WORK DONE IN ANY WORK AREA SHALL ELECTRICAL CLUMS 1ST ADD TH W ALG S LN CLUMS 1ST ADD TO E LN FRENCH AVE TH S ALG E LN FRENCH AVE INSTALLED BY CONTRACTOR TO TOP OF COMPLY WITH ALL APPLICABLE REQUIREMENTS OF NFPA 70. E0.01 ELECTRICAL LEGEND, SCHEDULES, AND ONE-LINE TAP 20FT N OF S LNSE1/4 TH E TO 1/16 LN TH N TO POB TGW FDP BEG 40FT N & 642.1FT E OF SW FOIO FURNISHED BY OWNER TRTD TREATED 806.4.7 CLEARANCE FOR ELECTRICAL SERVICE EQUIPMENT SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 70. E2.01 POWER DEMO AND NEW PLANS COR SE1/4 SE1/4 TH N 417.4FT TH E 417.4FT TH S 417.4FT TH W TO POB TGW PTN CLUMS 1ST ADD INSTALLED BY OWNER TYP TYPICAL MECHANICAL TO ARLINGTON BLK 2 DAF - LOTS 8-9-10-11&12 TGW VAC ALLEY LY ADJ TO LOTS 9-10-11 & 12 & TGW FO FACE OF TS TUBE STEEL 807.3 NEWLY INTRODUCED DEVICES, EQUIPMENT OR OPERATIONS THAT PRODUCE AIRBORNE PARTICULATE MATTER, E6.01 PANEL SCHEDULES W1/2 VAC HIGH ST LY ADJ TO LOTS 8-9 & 10 TGW TH PTN BLK 3 DAF LOTS 5 THRU 16 PLUS E1/2 VAC FRM FRAME UL UNDERWRITERS LABORATORY ODORS, FUMES, VAPOR, COMBUSTION PRODUCTS, GASEOUS CONTAMINANTS, PATHOGENIC AND ALLERGENIC HIGH ST LY ADJ THRTO ALSO VAC ALLEY IN BLK 3 WH LIES S OFLOT 4 FRMG FRAMING UNO UNLESS NOTED OTHERWISE ORGANISMS, AND MICROBIAL CONTAMINANTS IN SUCH QUANTITIES AS TO AFFECT ADVERSELY OR IMPAIR HEALTH OR FT FOOT OR FEET U/S UNDERSIDE CAUSE DISCOMFORT TO OCCUPANTS SHALL BE PROVIDED WITH LOCAL EXHAUST. JURISDICTION REFERENCE GA GAUGE VIF VERIFY IN FIELD CITY OF ARLINGTON GALV GALVANIZED VERT VERTICAL ENERGY CODE: EXISTING BUILDINGS: ALTERATIONS (WSEC SECTION C503): GL GLASS W/ WITH ZONING DESIGNATION GLU-LAM GLUE LAMINATED WF WIDE FLANGE GENERAL P / SP = PUBLIC / SEMI-PUBLIC GWB GYPSUM WALL BOARD WDO WINDOW C503.1 ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF SECTION C503 AND THE GYP GYPSUM WD WOOD CODE FOR NEW CONSTRUCTION. ALTERATIONS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF LOT AREA HGT HEIGHT WR WATER RESISTANT SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING 12.03 ACRES HM HOLLOW METAL THE UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CODE. HORIZ HORIZONTAL ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE IS NO LESS CONFORMING TO THE HR HOUR PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION. HSS HOLLOW STRUCTURAL SHAPE EXCEPTION: THE FOLLOWING ALTERATIONS NEED NOT COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THE ENERGY USE OF THE BUILDING IS NOT INCREASED: EXCEPTION 3: EXISTING CEILING, WALL, OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THESE CAVITIES ARE INSULATED TO FULL DEPTH WITH INSULATION HAVING A MINIMUM NOMINAL VALUE OF R-3.0 PER INCH INSTALLED PER SECTION C4.02. EXCEPTION 4: CONSTRUCTION WHERE THE EXISTING ROOF, WALL, OR FLOOR CAVITY IS NOT EXPOSED. EXCEPTION 6: AIR BARRIERS SHALL NOT BE REQUIRED FOR ROOF RECOVER AND ROOF REPLACEMENT WHERE THE P R O J E C T T E A M S Y M B O L S ALTERATIONS OR RENOVATIONS TO THE BUILDING DO NOT INCLUDE ALTERATIONS, RENOVATIONS OR REPAIRS TO THE REMAINDER OF THE BUILDING ENVELOPE. BUILDING ENVELOPE C503.3 NEW BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTIONS C402.1 OWNER MECHANICAL AND ELECTRICAL ENGINEER THROUGH C402.5 AS APPLICABLE. ARLINGTON SCHOOL DISTRICT #16 BCE ENGINEERS, INC. EXCEPTION: AIR LEAKAGE TESTING IS NOT REQUIRED FOR ALTERATIONS AND REPAIRS, UNLESS THE PROJECT 1 315 FRENCH AVE 6021 12 STREET E, SUITE 200 DETAIL INCLUDES A CHANGE IN SPACE CONDITIONING ACCORDING TO SECTION C503.2 OR A CHANGE OF OCCUPANCY OR USE ARLINGTON WA 98223 FIFE, WA 98424 A0.01 ACCORDING TO SECTION C505.1. PHONE: 360.618.6200 PHONE: 253.922.0446 C503.3.1 ROOF REPLACEMENT - ROOF REPLACEMENTS SHALL COMPLY WITH TABLE C402.1.3 OR C402.1.4 WHERE THE EXISTING ROOF ASSEMBLY IS PART OF THE BUILDING THERMAL ENVELOPE AND CONTAINS INSULATION ENTIRELY ABOVE THE ARCHITECT FOOD SERVICE CONSULTANT ROOF DECK. McGRANAHANPBK HALLIDAY ASSOCIATES, INC. A GRID LINE EXISTING INSULATION IS BELOW ROOF SHEATHING TO REMAIN. 2111 PACIFIC AVENUE, SUITE 100 656 NW NORWOOD STREET i s s u e d_ TACOMA, WA 98402 CAMAS, WA 98607 ROOF ASSEMBLIES (IBC CHAPTER 15): PHONE: 253.383.3084 PHONE: 360.834.6657 REROOFING BID SET 25 MAR 2025 1512.1 GENERAL - MATERIALS AND METHODS OF APPLICATION USED FOR RECOVERING OR REPLACING AN EXISTING ROOF CIVIL ENGINEER CENTER LINE COVERING SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 15. HARMSEN LLC 1512.2 ROOF REPLACEMENT - ROOF REPLACEMENT SHALL INCLUDE THE REMOVAL OF ALL EXISTING LAYERS OF ROOF 2822 COLBY AVENUE, SUITE 300 ASSEMBLY MATERIALS DOWN TO THE ROOF DECK. EVERETT, WA 98201 . r e v i s i o n_ 1512.5 FLASHINGS - FLASHINGS SHALL BE RECONSTRUCTED IN ACCORDANCE WITH APPROVED MANUFACTURER'S PHONE: 425.252.1884 15'-8" INSTALLATION INSTRUCTIONS. METAL FLASHING TO WHICH BITUMINOUS MATERIALS ARE TO BE ADHERED SHALL BE T O SLAB PRIMED PRIOR TO INSTALLATION. OR REFERENCE ELEVATION 100'-6" OR WORK POINT ICE/WATER SHIELD, AIR BARRIER, DAMP PROOFING, WATER PROOFING d r a w n_ CL c h e c k e d_ RM s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 G0.00 a l l r i g h t s r e s e r v e d SECTION 2, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. P W P SD E. 5TH STREET P P P P P P W P SD SD SD SD SD SD SD SD SD SD SD SD SD P SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD PROJECT SD AREA P SD SD SD SD SD SD SD P SD SD SD SD SD SD SD SD SD 0 10 20 SD SD SD Feet SD P SD SD SD N. STILLAGUAMISH AVE SD P SD SD SD FRENCH AVE P SD SD P SD SD P SD SD E. 3RD STREET SD P SD SD SD SD SD SD OVERALL SITE PLAN SD SCALE: 1" = 200' SD SD CONSTRUCTION LIMITS. SD DELINEATE BY EDGE OF DEMO EX. SDCB PAVEMENT/STRUCTURE REMOVAL COORDINATE DEMO WITH NOTE: STABILIZATION NOTES ARCHITECTURAL PLANS SD CAP EX. STORM PIPE SITE LAYOUT AND UTILITIES BASED ON ORIGINAL TEMPORARY PRESIDENTS ELEMENTARY CONSTRUCTION SAWCUT AT ASPHALT DOCUMENTS. FIELD VERIFY PRIOR TO CONSTRUCTION. STABILIZE PAVED AREAS WITH CRUSHED REMOVAL AREAS 1 ROCK PER PAVING SECTION SD (SIMILAR TO BMP C107) SD SD SD SD REMOVE EX. SD SD SD SD DEMO EXISTING SD 1 BOLLARDS LAND DISTURBING AREA SD DEPRESSED LOADING DOCK PROPOSED DISTURBANCE AREA: 1,930 SF BACKFILL WITH STRUCTURAL FILL AND COMPACT TO 95% OF THE MAXIMUM 1 NEW IMPERVIOUS: 0 SF DENSITY & PAVE OVER PER SECTION C2.0 REPLACED IMPERVIOUS: 1,760 SF SD SD SD 1 SD 3/19/25 DEMO EXISTING 1 REMOVE SD THE NOTES BELOW ARE THE CITY STANDARD TESC NOTES. IMPROVEMENTS SD EXISTING ROOF SD NOTES THAT DO NOT APPLY HAVE BEEN REMOVED DOWNSPOUT SD CITY OF ARLINGTON CITY OF ARLINGTON SD TESC NOTES: GENERAL CONSTRUCTION NOTES: SD p r o j e c t_ 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT PRESIDENTS ES ENVELOPE (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT EDITION OF THE CITY OF ARLINGTON PUBLIC WORKS STANDARDS AND IMPROVEMENTS ROAD OR STORM DRAINAGE DESIGN. SPECIFICATIONS, AND THE CURRENT EDITION OF THE WASHINGTON c l i e n t_ SD 2. A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SD ARLINGTON SD MANUAL ADOPTED BY THE CITY SHALL BE SUBMITTED TO THE CITY SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL FOR APPROVAL PRIOR TO ANY WORK ON THE SITE. AN APPROVED CONSTRUCTION. A COPY OF THESE DOCUMENTS SHALL BE ON SITE COPY MUST BE MAINTAINED ON-SITE AND BE READILY AVAILABLE TO DURING CONSTRUCTION. l o c a t i o n_ THE CITY INSPECTOR AT THEIR REQUEST. 2. IT IS THE SOLE RESPONSIBILITY OF THE ARLINGTON, WA SD SD 3. THE TESC BMP’S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR DEVELOPER/CONTRACTOR TO OBTAIN A GRADING PERMIT, RIGHT-OFWAY EXISTING TO ALL OTHER CLEARING AND GRADING ACTIVITIES, AND IN SUCH A PERMIT, AND UTILITY PERMITS, FROM THE CITY. ALL EXISTING COVERED MANNER AS TO ENSURE THAT SEDIMENT-LADDEN WATER DOES NOT REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE OBTAINED BUILDING PLAY AREA ENTER THE DRAINAGE SYSTEM, LEAVE THE SITE, OR VIOLATE BY THE DEVELOPER/CONTRACTOR. Project No.2010.610 SD SD APPLICABLE WATER QUALITY STANDARDS. MAINTENANCE, 3. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE DEVELOPER/ REPALCEMENT, AND UPGRADING OF THE TESC PLAN IS THE CONTRACTOR SHALL ATTEND A PRECONSTRUCTION CONFERENCE WITH RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS THE CITY. THE CONSTRACTOR SHALL SCHEDULE THE PRECONSTRUCTION COMPLETE AND APPROVED BY THE CITY. CONFERENCE BY CALLING (360) 403-3500. PRIOR TO SD 4. THE BOUNDARIES OF THE CLEARING LIMITS, SHOWN ON THE TESC SCHEDULING, THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL STORMWATER SD PLAN, SHALL BE CLEARLY FENCED OR FLAGGED IN THE FIELD PRIOR FOR THE TRAFFIC CONTROL PLAN, CITY PERMITS, TEMPORARY POLLUTION SDSD SDSD SDSD TO STARTING CONSTRUCTION. NO DISTURBANCE BEYOND THE FENCED EROSION AND SEDIMENT CONTROL PLAN, PERFORMANCE BOND, COPY SD SD SD OR FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FENCING OF OTHER AGENCY PERMITS, A COPY OF THE CONTRACTOR’S PREVENTION & AND/OR FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR LICENSE, AND PROOF OF INSURANCE COVERAGE. SD SD THE DURATION OF THE CONSTRUCTION PROJECT. 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE DEMOLITION PLAN 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. REQUIREMENTS FOR THE ANTICIPATED SITE CONSTRUCTION. DURING 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SD UPGRADED AND ADDED TO AS NEEDED, FOR UNEXPECTED STORM WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, THE CITY SD EVENTS AND TO REFLECT CHANGED CONDITIONS, AS REQUIRED BY ENGINEER, AND OTHER APPROPRIATE PUBLIC AGENCIES. THE CITY. 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN 6. THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR THE PLANS HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED STORMWATER POLLUTION PREVENTION & DEMOLITION PLAN EMERGENCY CONTACT PHONE NUMBER OF THE CONTRACTOR’S FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED CERTIFIED EROSION CONTROL SUPERVISOR PRIOR TO STARTING APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE SCALE:1" = 10' CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE THE ACCURACY OF ALL UTILITY LOCATIONS. CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE CONTINUED 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND FUNCTION AND OPERATION. UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE 8. BETWEEN OCTOBER 1 AND APRIL 30, DISTURBED AREAS THAT ARE UNDERGROUND UTILITIES LOCATE SERVICE (1-800-424-5555 OR TO BE LEFT UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE 811) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. IMMEDIATELY COVERED BY MULCH, SOD OR PLASTIC COVERING. 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE LEGEND BETWEEN MAY 1 AND SEPTEMBER 30, DISTURBED AREAS THAT ARE TO ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF ARLINGTON. BE LEFT UNWORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED METHODS. AND SCHEDULE APPROPRIATE INSPECTIONS, ALLOWING PROPER FOUND MONUMENT IN CASE SIGN POST YD YARD DRAIN 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH ADVANCE NOTICE. THE INSPECTOR MAY REQUIRE REMOVAL AND GRATE BASINS, PRE-TREATMENT/SEDIMENT POND, AND SEDIMENT TRAPS REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS OR FOUND REBAR AS NOTED SEWER MANHOLE GROUND SHOT UPON REACHING A DEPTH OF 12 INCHES. WERE CONSTRUCTED WITHOUT INSPECTION. S 10. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE FOUND PLAT MONUMENT COLUMN TV CABLE TV LINE REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 STREETS CLEAN AT ALL TIMES BY CLEANING WITH A SWEEPING TETHERBALL POLE C CEDAR TREE FENCE LINE INCHES, OR 3,000 POUNDS PER ACRE. AND/OR VACUUM TRUCK. WASHING OF THESE STREETS WILL NOT BE 11. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS. ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. BASKETBALL HOOP POLE CONIFER TREE (AS NOTED) G GAS LINE WHEN ACTIVELY WORKING WITH THE SOIL STOCKPILE, 10. THE CONTRACTOR SHALL MAINTAIN TWO (2) SETS OF “ASBUILT” PLANS STABILIZATION BY GROUND COVER BMPS SHALL OCCUR AT THE END SHOWING ALL FIELD CHANGES AND MODIFICATIONS. GATE POST DECIDUOUS TREE (AS NOTED) P POWER LINE OF EACH WORK DAY. IMMEDIATELY AFTER CONSTRUCTION COMPLETION, THE CONTRACTOR FILTER FABRIC 12. MAINTENANCE AND REPAIR OF TESC FACILITIES AND SHALL DELIVER BOTH COPIES OF RED-LINED PLANS TO THE CITY. CATCH BASIN F FIR TREE UP POWER LINE (UNDERGROUND) INSERT STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON RECOGNITION THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN OIL ABSORBENT SEDIMENT OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. ENGINEER. W WATER VALVE H HEMLOCK TREE SS SEWER LINE MATERIAL 13. UPON COMPLETION OF THE PROJECT, ALL BMP’S SHALL BE FINISHED FLOOR ELEVATION M MAPLE TREE SD STORM DRAIN LINE CATCH BASIN REMOVED FROM THE SITE AND RIGHT OF WAY. IF BMP’S ARE REQUIRED TO REMAIN IN PLACE FOR FURTHER PROTECTION, G GAS METER POWER POLE W/ U.G. FEED T TELEPHONE LINE FILTERED ARRANEMENTS FOR REMOVAL SHALL BE MADE WITH THE CITY WATER INSPECTOR. s IRRIGATION CONTROL VALVE POWER POLE FO FIBER OPTIC LINE "GULLYWASHER", "SILT SACK" OR OTHER APPROVED CATCH BASIN INSERT MAY BE i s s u e d_ LUMINAIRE GUY ANCHOR W WATER LINE USED FOR INLET PROTECTION. CONTACT: PRICE-MOON ENTERPRISES PH: 360.563.6709, OR "SILTSACK" BY ACF ENVIRONMENTAL AT BID SET 25 MAR 2025 POWER VAULT FIRE HYDRANT PH: 1.800.644.9223 (OR APPROVED EQUAL) TO BE DEMOLISHED ROOF DRAIN BOLLARD TO BE DEMOLISHED STORM DRAIN MANHOLE WATER METER TEMPORARY INLET PROTECTION DETAIL D 1 . r e v i s i o n_ SCALE:NONE CLEARING LIMITS (BMP C101) TEMPORARY INLET PROTECTION (BMP C220) d r a w n_ SRH/LB c h e c k e d_ Know what's below. Call before you dig. LB s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 UNPUBLISHED WORK COPYRIGHT © 2025 BY HARMSEN LLC. 1/9/2025 3:06:29 PM C1.0 a l l r i g h t s r e s e r v e d P:\WORK\PROJECTS\2025\25HRM0066 MCGRANAHAN ARCHITECTS\CE\DWG\SHEETS\C1.0 SWPPP DEMO.DWG 3/19/2025 SECTION 2, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. W P SD SD SD SD SD SD SD SD SD P SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD P SD SD SD SD P SD SD SD SD SD SD SD 0 10 20 SD SD Feet SD SD SD THE NOTES BELOW ARE THE CITY STANDARD STORM SD DRAINAGE NOTES. NOTES THAT DO NOT HAVE BEEN REMOVED. P SD SD SD SD P SD SD SD CITY OF ARLINGTON P SD SD STORM DRAINAGE NOTES: P NOTES SD SD 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN 1. CITY OF ARLINGTON CONSTRUCTION STANDARDS CAN BE FOUND P SD SD ACCORDANCE WITH THESE APPROVED PLANS AND CITY STANDARDS AND ONLINE AT THE CITY'S WEBSITE. SD P SPECIFICATIONS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SD SD PRIOR APPROVAL FROM THE OWNER, THE CITY ENGINEER, AND OTHER UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED P SD APPROPRIATE PUBLIC AGENCIES. SHALL BE NOTIFIED WITHIN REASONABLE TIME PRIOR TO START SD SD 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE OF CONSTRUCTION. SD SD CITY STANDARDS AND SPECIFICATIONS. ACCEPTABLE STORM SD PROPOSED DOWNSPOUT DRAINAGE PIPE MATERIALS INCLUDE CONCRETE, PVC, HDPE, AND SD FOOTING DRAIN PER DETAIL. 3 DUCTILE IRON. CORRUGATED METAL PIPES (GALVANIZED ALUMINUM SD SD NEW BOLLARDS LOCATION PER DETAIL C2.0 3 INTERCONNECT INTO OR STEEL) ARE NOT ACCEPTED BY THE CITY. ALL PIPE JOINTS PER ARCHITECT C2.0 BUILDING FOOTING DRAIN MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE CLEANOUT ASSOCIATED 2 CONCRETE PAVING WITH DOWNSPOUT DIRECTED BY THE CITY. SD C2.0 PER DETAIL SEAL JOINT 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL PIPE TYPES, EXCEPT DUCTILE IRON. BEDDING ROOF DRAIN NOTES GRADE AWAY FROM STRUCTURE NEW 6" PVC ROOF LEAD MATERIAL FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS 1. VERIFY DOWNSPOUT LOCATIONS WITH ARCHITECTURAL PLANS. TO RELEASE STORM TO OF THE CITY’S STANDARDS AND SPECIFICATIONS (CHAPTER 4). 2. ROOF DRAINS FROM EACH BUILDING TO BE 6" PVC PIPE AT 1% SD EXISTING PAVEMENT ASPHALT PAVING 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL SLOPE. SD SD SD SD PER DETAIL 1 LOADING SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM SD SD C2.0 3. INSTALL CLEANOUTS AT TEES, BENDS 45° OR GREATER AND AT SD SD SD DRY DENSITY. ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST INTERVALS NO GREATER THAN 150 LF. SD GRADE TO DRAIN AWAY 90% OF MAXIMUM DRY DENSITY. 4. PROVIDE NECESSARY FITTINGS TO CONNECT ROOF STUB TO FROM STRUCTURE AND TO 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH. IF IN THE DOWNSPOUT. EXISTING STORM SYSTEMS OPINION OF THE CITY INSPECTOR, THE EXISTING TRENCH FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE EXCAVATED SD OPTIONAL: SD CONNECT TO EXISTING BELOW GRADE AND BACKFILLED WITH GRAVEL BEDDING MATERIAL TO NEW NEW CONNECT FOOTING DRAIN COOLER FREEZER SDROOF COLLECTOR SYSTEM SUPPORT THE PIPE. TO ORIGINAL LOADING SD 6. LOT DRAINAGE SYSTEMS, STUB-OUTS AND ANY DRAINS BEHIND DOCK STORM PIPE WITH REDUCER AND ADAPTOR SD THE SIDEWALK MUST BE INSTALLED AS REQUIRED PRIOR TO SIDEWALK CONSTRUCTION. STUB-OUTS SHALL BE MARKED WITH A SD SCREENED SD 3/19/25 2”X4” WITH 3 FEET VISIBLE ABOVE GRADE AND MARKED “STORM”. EQUIPMENT SD LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE SHOWN ON ENCLOSURE PER THE AS-BUILT PLANS SUBMITTED TO THE CITY. ARCHITECT SD 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL SD MANHOLE, INLET AND CATCH BASIN FRAMES AND GRATES/COVERS TO GRADE JUST PRIOR TO CURB INSTALLATION AND/PAVING. p r o j e c t_ SD PRESIDENTS ES ENVELOPE SD IMPROVEMENTS c l i e n t_ ARLINGTON SD SD SD EXISTING l o c a t i o n_ EXISTING EXISTING COVERED ARLINGTON, WA BUILDING BUILDING PLAY AREA SD SD Project No.2010.610 SD SD SD SD SD SD PAVING & STORM DRAINAGE PLAN PAVING & STORM DRAINAGE PLAN SCALE:1" = 10' ADAPTER OR GASKET TO TRANSITION DOWNSPOUT TO 6" PVC CLEANOUT LOCATED PER PLAN, SIM DETAIL SS-080 4" MINIMUM COMPACTED DEPTH HMA i s s u e d_ 8" MINIMUM COMPACTED DEPTH CSBC, BID SET 25 MAR 2025 COMPACT TO 95% OF ASTM D-1557 4" MINIMUM CLASS 3000 CEMENT CONCRETE 6" PVC STRUCTURAL FILL AS NEEDED UNDER THE COLLECTOR PAVING SECTION TO REACH SUBGRADES 2" MINIMUM COMPACTED DEPTH CSTC, FOLLOWING WSDOT 2-03.3(14)C METHOD B COMPACT TO 95% OF ASTM D-1557 EXCEPT FOR COMPACTION TESTING 6" PERF. PIPE SURROUNDED BY . r e v i s i o n_ WHICH SHALL FOLLOW ASTM D-1557 COMPACT SUBGRADE TO 95% OF THE MAXIMUM DENSITY AS 1 C.F. DRAIN ROCK PER LINEAL DETERMINED BY ASTM D-1557. FOOT. DO NOT TIE FOOTING COMPACT SUBGRADE TO 95% OF THE MAXIMUM DENSITY AS PLACE STRUCTURAL FILL IF REQUIRED DRAINS INTO DOWNSPOUT DETERMINED BY ASTM D-1557. PLACE STRUCTURAL FILL IF REQUIRED ASPHALT PAVING SECTION CONCRETE PAVING SECTION DOWNSPOUT CONNECTION & FOOTING DRAIN DETAIL 1 SCALE: NONE 2 SCALE: NONE 3 SCALE:NONE d r a w n_ SRH/LB USED FOR 6" ROOF DRAIN CLEANOUT c h e c k e d_ Know what's below. Call before you dig. LB s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 UNPUBLISHED WORK COPYRIGHT © 2025 BY HARMSEN LLC. 1/9/2025 3:06:29 PM C2.0 a l l r i g h t s r e s e r v e d P:\WORK\PROJECTS\2025\25HRM0066 MCGRANAHAN ARCHITECTS\CE\DWG\SHEETS\C2.0 PAVING STORM.DWG 3/19/2025 DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) KEY PLAN 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. 03 DEMOLISH (E) ROOF RIDGE. 04 DEMOLISH (E) VALLEY FLASHING. 17 14 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. 18 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. 7359 REGISTERED ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. 9 13 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY 2 STATE OF WASHINGTON ________5 10 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: A4.12 1 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 ________4 ________8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 06 TYP 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 11 TYP 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 10 TYP 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA TYP ROOF TO WALL TRANSITION N.T.S. 15 Project No.2010.610 EXISTING CONDITION 13 PHOTOS 06 02 TYP 09 08 06 TYP 18 TYP 14 14 17 TYP 12 11 TYP TYP 17 TYP 22 EXT CONCRETE RAMP PLAYGROUND ENTRANCE BOARD & BATTEN + LAP SIDING LAP SIDING PLANK JOINT DAMAGED BOARD & BATTEN SIDING N.T.S. 18 N.T.S. 14 N.T.S. 10 N.T.S. 6 N.T.S. 2 06 TYP i s s u e d_ BID SET 25 MAR 2025 . r e v i s i o n_ 13 TYP 09 13 NEW DECK TYP CLOSURE, TYP SEE: ________15 06 A4.11 TYP 13 TYP d r a w n_ CL c h e c k e d_ PORTABLE LAP SIDING LAP SIDING DAMAGED PLANKS LAP SIDING DAMAGED PLANKS METAL SOFFIT RM N.T.S. 17 N.T.S. 13 N.T.S. 9 N.T.S. 5 N.T.S. 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD0.01 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. 03 DEMOLISH (E) ROOF RIDGE. 04 DEMOLISH (E) VALLEY FLASHING. 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. 7359 REGISTERED ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: A4.12 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 ________4 ________8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. M N Q R M N Q R PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA ________1 AD6.01 Project No.2010.610 30 KITCHEN DEMOLITION ________3 ________3 FLOOR PLAN AD6.01 21 22 AD6.01 AND REFLECTED 1 1 1 1 1' - 6" VIF CEILING PLAN DEMOLISH (E) 25 CONC PAD 24 31 27 26 2 2 2 2 ________1 AD6.01 3 3 3 3 i s s u e d_ 29 BID SET 25 MAR 2025 28 4 4 . r e v i s i o n_ ________2 ________2 AD6.01 AD6.01A6.01 4.7 4.7 4.7 4.7 5 5 5 5 M N Q R M N Q R d r a w n_ CL PROJECT PROJECT c h e c k e d_ NORTH NORTH PARTIAL DEMOLITION REFLECTED CEILING PLAN - KITCHEN PARTIAL DEMOLITION FLOOR PLAN - KITCHEN RM 1/8" = 1'-0" 1/8" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD2.01 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) SOFFIT PLAN LEGEND: (SHEETS A3.01 - A3.02) 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. EXISTING PERF SHEET METAL SOFFIT 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. EXPOSED STEEL STRUCTURE 03 DEMOLISH (E) ROOF RIDGE. 04 DEMOLISH (E) VALLEY FLASHING. BOARD AND BATTEN SOFFIT 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. BIRD NETTING 7359 REGISTERED ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. # VIEW REFERENCE 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: A4.12 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 ________4 ________8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. SOFFIT PHOTO SOFFIT PHOTO N.T.S. 2 N.T.S. 1 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. 1 l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA Project No.2010.610 OVERALL FIRST FLOOR DEMOLITION REFLECTED SOFFIT PLAN 09 i s s u e d_ 09 BID SET 25 MAR 2025 2 . r e v i s i o n_ 09 d r a w n_ CL PROJECT c h e c k e d_ NORTH OVERALL FIRST FLOOR DEMOLITION SOFFIT PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD3.01 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) SOFFIT PLAN LEGEND: (SHEETS A3.01 - A3.02) 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. EXISTING PERF SHEET METAL SOFFIT 09 TYP 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. EXPOSED STEEL STRUCTURE 03 DEMOLISH (E) ROOF RIDGE. 04 DEMOLISH (E) VALLEY FLASHING. BOARD AND BATTEN SOFFIT 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. 02 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. TYP BIRD NETTING 7359 REGISTERED ARCHITECT 06 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. TYP # VIEW REFERENCE 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: A4.12 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 ________4 ________8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 11 TYP 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. SOFFIT PHOTO SOFFIT PHOTO SOFFIT PHOTO N.T.S. 3 N.T.S. 2 N.T.S. 1 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA Project No.2010.610 OVERALL 09 SECOND FLOOR DEMOLITION REFLECTED 3 SOFFIT PLAN 1 2 i s s u e d_ BID SET 25 MAR 2025 . r e v i s i o n_ d r a w n_ CL PROJECT c h e c k e d_ NORTH OVERALL SECOND FLOOR DEMOLITION SOFFIT PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD3.02 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) EXISTING ROOF ASSEMBLIES DEMOLITION ROOF PLAN LEGEND DEMOLITION ROOF PLAN GENERAL NOTES 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. DEMO DEMO (E) ASPHALT COMPOSITE SHINGLES THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE E1 DEMO (E) UNDERLAYMENT DEMO EXISTING TYPE E1 ROOF ASSY TO PLYWOOD SHEATHING DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE OVER (E) 1/2" PLYWOOD SHEATHING SEE KEYNOTE 02 DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE (E) TO 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. TYP REMAIN OVER (E) ±1" VENT SPACE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A OVER (E) RIGID INSULATION ITEMS TO BE DEMOLISHED OR REMOVED SITE INSPECTION PRIOR TO BIDDING. 03 DEMOLISH (E) ROOF RIDGE. OVER (E) 4" MTL FRAMING @ 16" OC OVER (E) STRUCTURAL DECK 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF, DEMO FOR ROOF ANCHORS, SEE DEMO KEY NOTE 05 UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. ALL 04 DEMOLISH (E) VALLEY FLASHING. COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. DEMO (E) PRE FINISHED METAL ROOF PANEL E2 DEMO (E) MTL FRAMING 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. DEMO (E) PREFAB COOLER/FREEZER NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL COOLER/ DEMO ITEMS IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO FREEZER ADDITIONAL COST TO OWNER. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. 7359 REGISTERED 3. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. 4. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN 08 DEMOLISH (E) FLUE FLASHING. DEMO DEMO (E) ASPHALT COMPOSITE SHINGLES REPORT DURING DEMOLITION. CHRISTOPHER J. LILLEY E3 DEMO (E) UNDERLAYMENT STATE OF WASHINGTON (E) TO ________5 OVER (E) 1/2" PLYWOOD SHEATHING 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: SHED ROOF REMAIN 5. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY OVER (E) WOOD FRAMING A4.12 SHORING AND SUPPORT IS PART OF THIS CONTRACT. 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. 6. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. ________3 ________7 DEMO DEMO (E) SINGLE-PLY MEMBRANE ROOFING 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: E4 OVER (E) 1/2" PLYWOOD SHEATHING 7. PREP ALL EXTERIOR MATERIALS FOR NEW FINISH OR COATINGS. A4.11 A4.11 (E) TO OVER (E) WOOD FRAMING ROOF REMAIN 8. REMOVE ALL EXISTING EXTERIOR SEALANT JOINTS AND PREP JOINT FOR NEW SEALANT. CRICKETS ________4 ________8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: 9. ALL ROOF SLOPES ARE APPROXIMATE, FIELD VERIFY. A4.11 A4.11 10. SEE SOFFIT PLANS, A3.XX SERIES, FOR AREA OF SOFFIT DEMO 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 11. PREP ALL DS FOR NEW COATING, REMOVE AND REINSTALL AS REQUIRED FOR ALL WORK, SEE ROOF PLAN AND 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ ELEVATIONS FOR DS LOCATIONS. SYNTHETIC TRIM. 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. K L M N P Q R S 13' - 1" 21' - 3" 8' - 10" 17' - 1" 16' - 0" 7' - 10" 17' - 0" 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. K.2 K.3 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 1' - 9" 4' - 4" 7' - 0" 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 06 TYP 1 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. 02 E2 13' - 2" 10' - 7" 9' - 5" 21' - 9" 17' - 9" 21' - 7" 1" / 1'-0" p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE 2 IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 08 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA TYP 3 9 ' - 1 1 " 3" / 1'-0" 3" / 1'-0" " - 7 Project No.2010.610 3' E1 E1 1 E3 DEMOLITION 02 RIDGE 02 4 ROOF PLAN TYP 6' - 7" 4.7 PROJECT NORTH 5 SHED DEMO ROOF PLAN 2' - 10" V 1/16" = 1'-0" ALLEY ALLEY 6 V 3" / 1'-0" 3" / 1'-0" E1 3" / 1'-0" E1 E1 7 3 1/2" / 1'-0" 3 1/2" / 1'-0" RIDGE 8' - 3 1/4" 8 9 E1 E1 04 VA TYP L 01 L 11' - 6" 6' - 8" EY 31-101 9 9.3 2' - 6 3/4" VAL 11' - 10" 12' - 10" 3" / 1'-0" LEY V A L L E VALLEY Y 10' 10' - 10" 18' - 2" 10' - 10" 8' - 0" 4' - 4" 9.7 24' - 8" 3/8" / 1'-0" 3/8" / 1'-0" 10 RIDGE E1 04 E1 E4 E4 E1 E1 11 V A Y L E L L E L Y A TYP 3 1/2" / 1'-0" V 3 1/2" / 1'-0" 3" / 1'-0" 3" / 1'-0" 04 12 RIDGE RIDGE TYP RIDGE RIDGE RIDGE 3' - 4" 13 02 03 05 TYP TYP TYP 13.3 E1 E1 3" / 1'-0" E1 7' - 6" E1 14 E1 3" / 1'-0" 3 1/2" / 1'-0" 3" / 1'-0" 3 1/2" / 1'-0" VAL LEY ALLEY V 7' - 0" 11' - 2" 04 06 RIDGE 14.7 TYP 1' - 8" V 15 Y A 15 E L L L L E 15.1 A Y 3 1/2" / 1'-0" 3 1/2" / 1'-0" V 15.2 9' - 2" i s s u e d_ E1 E1 2' - 6 1/2" 8' - 3 1/2" 16 03 16 TYP BID SET 25 MAR 2025 24' - 0" 6' - 5" - 3" RIDGE 02 17 TYP . r e v i s i o n_ 18 5" / 1'-0" 5" / 1'-0" 19 11' - 0" 13' - 0" 11' - 0" 12' - 2" 2' - 6 3/4" 10' - 5 3/4" 14' - 6" 2' - 5" J.8 L.5 A.2 M.3 N.3 4' - 1 1/2" 13' - 0 1/2" 10' - 3" 8' - 7" 12' - 10" 22' - 4" 7' - 8" 30' - 0" 30' - 0" 16' - 11" 13' - 1" 47' - 2" 16' - 0" 24' - 10" 25' - 1" 5' - 4" 7' - 6" 8' - 10" 8' - 3" 12' - 11" 17' - 1" 12' - 11" 17' - 1" 12' - 11" 12' - 11 1/2" 25' - 2" 6' - 9" d r a w n_ CL A B C D E F G H J K L P Q S T U V W X Y Z AA BB CC DD EE FF GG PROJECT c h e c k e d_ NORTH OVERALL DEMOLITION ROOF PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD4.01 a l l r i g h t s r e s e r v e d FINISH LEGEND: (SHEETS AD5.01 - AD5.05) DEMO GENERAL NOTES: (SHEETS AD5.01 - AD5.05) KEY PLAN THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE 1 DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE BUILDING COMPONENT TO BE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE DEMOLISHED, SEE KEY NOTES CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A SITE INSPECTION PRIOR TO BIDDING. EXISTING FIBER CEMENT LAP SIDING, PRESSURE 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED WASH AND PREP FOR PAINT. SEE A5.XX SERIES OF, UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. FOR SPOT REPAIRS AND REPLACEMENT ALL COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR EXISTING BOARD AND BATT SIDING, NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS PRESSURE WASH AND PREP FOR PAINT. IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. DEMO BOARD AND BATT SIDING AND 7359 REGISTERED WRB, AND TRIM BOARDS, (E) 3. CONTRACTOR SHALL DEMOLISH AND/OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED SHEATHING TO REMAIN OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION/ADDITION WORK UNDER THIS ARCHITECT CONTRACT. COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS. CJ EXISTING CMU, PRESSURE WASH 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE CHRISTOPHER J. LILLEY CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. 3 2 STATE OF WASHINGTON 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN EXISTING CONCRETE, PRESSURE WASH REPORT DURING DEMOLITION. 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY SHORING AND SUPPORT IS PART OF THIS CONTRACT. EXISTING WINDOW IGU TO BE REPLACED 7. SEE CIVIL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION CALLOUTS. 8. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. 4 AA.2 B C D E F G H J J.8KK.2 K.3 L L.5 MM.3 N N.3 P Q R S T U V W X Y Z AA BB CC DD EE FF GG p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA OVERALL SOUTH ELEVATION Scale: 1/16" = 1'-0" 4 Project No.2010.610 DEMOLITION OVERALL EXTERIOR ELEVATIONS 1 2 4.7 7 8 9.3 13 14 15 15.1 18 19 19 18 17 16 15.215.115 14.7 14 13.313 12 11 10 9.7 9.3 9 8 7 6 5 4.7 4 3 2 1 OVERALL WEST ELEVATION OVERALL EAST ELEVATION Scale: 1/16" = 1'-0" 3 Scale: 1/16" = 1'-0" 2 i s s u e d_ BID SET 25 MAR 2025 . r e v i s i o n_ GG EE W T N K.3 K.2 J H G E D B A.2 d r a w n_ CL c h e c k e d_ OVERALL NORTH ELEVATION RM Scale: 1/16" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD5.01 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) FINISH LEGEND: (SHEETS AD5.01 - AD5.05) DEMO GENERAL NOTES: (SHEETS AD5.01 - AD5.05) KEY PLAN THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE BUILDING COMPONENT TO BE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE DEMOLISHED, SEE KEY NOTES CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. SITE INSPECTION PRIOR TO BIDDING. EXISTING FIBER CEMENT LAP SIDING, PRESSURE 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED 03 DEMOLISH (E) ROOF RIDGE. WASH AND PREP FOR PAINT. SEE A5.XX SERIES OF, UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. FOR SPOT REPAIRS AND REPLACEMENT ALL COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. 04 DEMOLISH (E) VALLEY FLASHING. 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR EXISTING BOARD AND BATT SIDING, NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. PRESSURE WASH AND PREP FOR PAINT. IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. DEMO BOARD AND BATT SIDING AND 6 7 8 7359 REGISTERED WRB, AND TRIM BOARDS, (E) 3. CONTRACTOR SHALL DEMOLISH AND/OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED SHEATHING TO REMAIN OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION/ADDITION WORK UNDER THIS ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. CONTRACT. COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS. CJ EXISTING CMU, PRESSURE WASH 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN A4.12 EXISTING CONCRETE, PRESSURE WASH REPORT DURING DEMOLITION. 4 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY 5 SHORING AND SUPPORT IS PART OF THIS CONTRACT. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: EXISTING WINDOW IGU TO BE REPLACED A4.11 A4.11 7. SEE CIVIL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION CALLOUTS. ________4 ________8 8. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: 3 A4.11 A4.11 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 1 2 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. 7 8 9 9.3 ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 06 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 12 06 02 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. TYP TYP 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Scale: 1/8" = 1'-0" 6 Project No.2010.610 DEMOLITION PARTIAL EXTERIOR 15 18 ELEVATIONS 12 21 TYP 20 PARTIAL SOUTH ELEVATION PARTIAL WEST ELEVATION PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION Scale: 1/8" = 1'-0" 5 Scale: 1/8" = 1'-0" 4 Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 2 B C D E F G H J J.8 K K.2 K.3 L L.5 M M.3 N N.3 P Q R S T U 11 12 06 20 TYP TYP TYP i s s u e d_ BID SET 25 MAR 2025 07 . r e v i s i o n_ 07 19 d r a w n_ TYP CL c h e c k e d_ PARTIAL SOUTH ELEVATION RM Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD5.02 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) FINISH LEGEND: (SHEETS AD5.01 - AD5.05) DEMO GENERAL NOTES: (SHEETS AD5.01 - AD5.05) KEY PLAN THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE 8 7 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE BUILDING COMPONENT TO BE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE DEMOLISHED, SEE KEY NOTES CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. SITE INSPECTION PRIOR TO BIDDING. EXISTING FIBER CEMENT LAP SIDING, PRESSURE 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED 03 DEMOLISH (E) ROOF RIDGE. WASH AND PREP FOR PAINT. SEE A5.XX SERIES OF, UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. 5 FOR SPOT REPAIRS AND REPLACEMENT ALL COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. 04 DEMOLISH (E) VALLEY FLASHING. 4 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR EXISTING BOARD AND BATT SIDING, NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. PRESSURE WASH AND PREP FOR PAINT. IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 1 2 3 6 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. DEMO BOARD AND BATT SIDING AND 7359 REGISTERED WRB, AND TRIM BOARDS, (E) 3. CONTRACTOR SHALL DEMOLISH AND/OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED SHEATHING TO REMAIN OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION/ADDITION WORK UNDER THIS ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. CONTRACT. COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS. CJ EXISTING CMU, PRESSURE WASH 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN A4.12 EXISTING CONCRETE, PRESSURE WASH REPORT DURING DEMOLITION. 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY SHORING AND SUPPORT IS PART OF THIS CONTRACT. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: EXISTING WINDOW IGU TO BE REPLACED A4.11 A4.11 7. SEE CIVIL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION CALLOUTS. ________4 ________8 8. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. T S R Q P N.3 N M.3 M L.5 L K.3 K.2 K J.8 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 2 1 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 26 06 11 21 11 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. TYP TYP TYP 26 DEMOLISH (E) FENCE AND POSTS. OPEN TO OPEN TO 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. BEYOND BEYOND p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. 07 PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. 25 c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. 15 16 l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Project No.2010.610 DEMOLITION W V U T 1 2 3 4 4.7 5 6 7 8 9 9.7 10 PARTIAL P N.3 N M.3 M L.5 L K.3 K.2 K J.8 J EXTERIOR 06 TYP ELEVATIONS 06 TYP 11 11 TYP 08 06 TYP TYP 07 11 12 PARTIAL NORTH ELEVATION PARTIAL WEST ELEVATION PARTIAL NORTH ELEVATION Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 Scale: 1/8" = 1'-0" 4 4.7 5 6 7 8 9 9 8 7 K.3 J H G F E i s s u e d_ BID SET 25 MAR 2025 06 06 07 TYP . r e v i s i o n_ 06 TYP 07 07 11 07 19 d r a w n_ TYP CL c h e c k e d_ PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION RM Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD5.03 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) FINISH LEGEND: (SHEETS AD5.01 - AD5.05) DEMO GENERAL NOTES: (SHEETS AD5.01 - AD5.05) KEY PLAN THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE BUILDING COMPONENT TO BE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE DEMOLISHED, SEE KEY NOTES CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. SITE INSPECTION PRIOR TO BIDDING. EXISTING FIBER CEMENT LAP SIDING, PRESSURE 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED 03 DEMOLISH (E) ROOF RIDGE. WASH AND PREP FOR PAINT. SEE A5.XX SERIES OF, UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. 1 FOR SPOT REPAIRS AND REPLACEMENT ALL COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. 04 DEMOLISH (E) VALLEY FLASHING. 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR EXISTING BOARD AND BATT SIDING, NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. PRESSURE WASH AND PREP FOR PAINT. IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. DEMO BOARD AND BATT SIDING AND 7359 REGISTERED WRB, AND TRIM BOARDS, (E) 3. CONTRACTOR SHALL DEMOLISH AND/OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED 2 SHEATHING TO REMAIN OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION/ADDITION WORK UNDER THIS ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. CONTRACT. COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS. CJ EXISTING CMU, PRESSURE WASH 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN A4.12 EXISTING CONCRETE, PRESSURE WASH REPORT DURING DEMOLITION. 3 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY SHORING AND SUPPORT IS PART OF THIS CONTRACT. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: EXISTING WINDOW IGU TO BE REPLACED A4.11 A4.11 7. SEE CIVIL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION CALLOUTS. ________4 ________8 8. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. 8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 4 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 7 6 5 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 U V W X Y Z AA BB CC 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 07 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 06 07 TYP 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. 19 19 TYP TYP c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA PARTIAL EAST ELEVATION PARTIAL SOUTH ELEVATION Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Project No.2010.610 DEMOLITION 15.215.115 14.7 14 13.3 13 12 11 10 9.7 9.3 9 8 PARTIAL 16 15.215.115 14.7 EXTERIOR ELEVATIONS 06 TYP 14 TYP 12 11 TYP TYP 06 TYP 17 15 16 PARTIAL EAST ELEVATION PARTIAL WEST ELEVATION PARTIAL SOUTH ELEVATION PARTIAL EAST ELEVATION Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 Scale: 1/8" = 1'-0" 4 Scale: 1/8" = 1'-0" 3 GG FF EE DD CC BB AA Z Y X W V U T 10 9.7 9.3 9 8 7 6 5 4.7 4 3 2 i s s u e d_ BID SET 25 MAR 2025 06 TYP . r e v i s i o n_ 06 TYP 07 11 11 TYP OPEN TO OPEN TO BEYOND BEYOND 07 16 19 d r a w n_ TYP CL 15 c h e c k e d_ PARTIAL NORTH ELEVATION PARTIAL EAST ELEVATION RM Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD5.04 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) FINISH LEGEND: (SHEETS AD5.01 - AD5.05) DEMO GENERAL NOTES: (SHEETS AD5.01 - AD5.05) KEY PLAN THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE BUILDING COMPONENT TO BE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE DEMOLISHED, SEE KEY NOTES CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. SITE INSPECTION PRIOR TO BIDDING. EXISTING FIBER CEMENT LAP SIDING, PRESSURE 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED 03 DEMOLISH (E) ROOF RIDGE. 3 WASH AND PREP FOR PAINT. SEE A5.XX SERIES OF, UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. FOR SPOT REPAIRS AND REPLACEMENT ALL COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. 04 DEMOLISH (E) VALLEY FLASHING. 4 2 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR EXISTING BOARD AND BATT SIDING, NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS 1 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. PRESSURE WASH AND PREP FOR PAINT. IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. DEMO BOARD AND BATT SIDING AND 7359 REGISTERED WRB, AND TRIM BOARDS, (E) 3. CONTRACTOR SHALL DEMOLISH AND/OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED SHEATHING TO REMAIN OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION/ADDITION WORK UNDER THIS ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. CONTRACT. COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS. CJ EXISTING CMU, PRESSURE WASH 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN A4.12 EXISTING CONCRETE, PRESSURE WASH REPORT DURING DEMOLITION. 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY SHORING AND SUPPORT IS PART OF THIS CONTRACT. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: EXISTING WINDOW IGU TO BE REPLACED A4.11 A4.11 7. SEE CIVIL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION CALLOUTS. ________4 ________8 8. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA Project No.2010.610 DEMOLITION PARTIAL EXTERIOR ELEVATIONS PARTIAL EAST ELEVATIONN - PORTABLE PARTIAL NORTH ELEVATION - PORTABLE PARTIAL WEST ELEVATION - PORTABLE PARTIAL SOUTH ELEVATION - PORTABLE Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 5 4.7 4 3 2 T S R Q Q R S T i s s u e d_ 2 3 4 4.7 5 BID SET 25 MAR 2025 . r e v i s i o n_ OPEN TO OPEN TO OPEN TO OPEN TO BEYOND BEYOND BEYOND BEYOND d r a w n_ CL c h e c k e d_ PARTIAL EAST ELEVATION - COVERED PLAY PARTIAL SOUTH ELEVATION - COVERED PLAY PARTIAL WEST ELEVATION - COVERED PLAY PARTIAL NORTH ELEVATION - COVERED PLAY RM Scale: 1/8" = 1'-0" 4 Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD5.05 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. 03 DEMOLISH (E) ROOF RIDGE. 04 DEMOLISH (E) VALLEY FLASHING. 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. 7359 REGISTERED ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: A4.12 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 ________4 ________8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 Q 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 2 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 02 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 02 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA Project No.2010.610 DEMOLITION SECTIONS MECH PLATFORM 14' -8" 29 23 11 06 07 28 i s s u e d_ 21 21 21 BID SET 25 MAR 2025 22 22 . r e v i s i o n_ Level 1 Level 1 Level 1 0' -0" 0' -0" 0' -0" d r a w n_ CL c h e c k e d_ SECTION WALL SECTION SECTION RM Scale: 1/2" = 1'-0" 3 Scale: 1/2" = 1'-0" 2 Scale: 1/2" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD6.01 a l l r i g h t s r e s e r v e d L E G E N D G E N E R A L N O T E S (E) FENCE 1. SEE SHEET A5.01 FOR FINISH SCHEDULE. (E) BOLLARD (E) SITE LIGHTING (E) BICYCLE RACK XXX PAINT COLORS, SEE FINISHED LEGEND SHEET A5.01 CONTRACTOR STAGING/PARKING AREA CONSTRUCTION FENCE 7359 REGISTERED ARCHITECT CLEAN ALL (E) CONC AND 13' - 4" CMU, APPLY WATER CHRISTOPHER J. LILLEY REPELLENT AND ANTI- STATE OF WASHINGTON GRAFFITI COATING TYP PRESIDENTS ELEMENTARY SCHOOL 505 EAST THIRD STREET 6"5" 8" 5" 6' - 0" NOTE: SIGN IS DOUBLE SIDED, NO TEXT ON OPPOSITE SIDE MONUMENT SIGN N.T.S. 2 (E) GATE POST TO REMAIN ± 13' - 7" ± 9' - 11" NEW FENCE TO MATCH (E) FENCE TO REMAIN ± 9" ± 12' - 1" ± 9" ± 9" ± 8' - 5" ± 9" DEMO AND REPLACE EXISTING ROOFING SHINGLES AND UNDERLAYMENT MATCH EXISTING HEIGHT 6" TYP ± 3' - 11" PAINT ALL WALLS, ± 10' - 2" TRIM, FASCIA, AND DOOR OF SHED 30A p r o j e c t_ 2' - 6" ± 6' - 3" TYP. PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ 6" ARLINGTON SD l o c a t i o n_ ARLINGTON, WA FENCE DETAIL FREEZER / CHILLER STORAGE SHED ELEVATIONS Scale: 1/2" = 1'-0" 7 N.T.S. 6 Scale: 1/4" = 1'-0" 1 Project No.2010.610 SITE PLAN & SITE DETAILS REMOVE BENCH AS REQ'D FOR WORK, REINSTALL (E) STL BOLLARD, PNT TYP30H FREEZER/CHILLER, SEE: ________6 A1.01 CONTRACTOR STAGING AREA EXISTING BICYCLE RACK, PNT 30E TYP (E) PORTABLE (E) COVERED PLAY AREA EXIST STORAGE BOLLARD BICYCLE RACK AND BENCH EXIST BOLLARDS, SHED, SEE: 1 SEE: N.T.S. 5 N.T.S. 4 ________ ________5 A1.01 A1.01 (E) PRESIDENTS ELEMENTARY SCHOOL FRENCH AVE N STILLAGUAMISH AVE i s s u e d_ BID SET 25 MAR 2025 EXIST BICYCLE ________4 RACK & BENCH, SEE: . r e v i s i o n_ A1.01 CLEAN ALL (E) CMU & CONCRETE, APPLY WATER REPELLENT AND R 9' - 1" CONTRACTOR ANTI-GRAFFITI COATINGS, TYP EXIST CMU RAISED PARKING BED PLANTERS, SEE: 3 ________ A1.01 EXIST CMU MONUMENT SIGN, SEE: ________2 A1.01 E 3RD ST d r a w n_ CL PROJECT NORTH c h e c k e d_ RAISED PLANTER BEDS OVERALL SITE PLAN RM N.T.S. 3 1" = 60'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A1.01 a l l r i g h t s r e s e r v e d PATCH & REPAIR WALL AS REQ'D AFTER DEMOLITION OF (E) HOOD REPLACE FULL FRP PANELS DAMAGED BY DEMOLITION OF (E) 7359 REGISTERED 12 EXHAUST HOOD. MATCH COLOR OF ARCHITECT ________ REPAINT THIS WALL TO ADJACENT FRP. A5.11 MATCH ADJACENT WALLS CHRISTOPHER J. LILLEY STATE OF WASHINGTON INTERIOR ELEVATION - KITCHEN NORTH WALL INTERIOR ELEVATION - KITCHEN EAST WALL Scale: 1/4" = 1'-0" 4 Scale: 1/4" = 1'-0" 3 ________1 ________1 M N A6.01 Q R M N A6.01 Q R 1' - 8" 41' - 6" VIF p r o j e c t_ 17' - 8" 23' - 10" PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA (E) FENCE GATE TO 1' - 1" 2' - 11" 4' - 0" 34' - 7" REMAIN NEW FENCE AND 8" BOLLARDS, 8" POSTS, SEE: SEE: ________7 Project No.2010.610 ________17 1' - 6" A5.11 8" A1.01 1' - 6" KITCHEN FLOOR 9" MAX CANE RAIL, ________3 ________3 ________3 SEE: 3" ________3 PLAN AND ________8 A6.01 A6.01 A6.01 PATCH AND REPAIR A6.01 A5.11 ASPHALT AS REQ'D REFLECTED 3" 9' - 7" 1 1 1 10' - 0" 1 CEILING PLAN 3' - 1" CLR COOLER FREEZER ________15 A5.11 8' - 6" 27' - 11" EDGE OF CURB 21' - 3" 6' - 0" VIF 6' - 0" 6' - 0" VIF 16' - 3" ROOF OVERHEAD EQ EQ EQ EQ 2 2 2 2 9" VIF ________9 3' - 0" CLR A5.11 ________5 1 ________11 ________1 A5.11 ________ A5.11 A6.01 A6.01 3 3 3 3 4 A2.01 3 i s s u e d_ BID SET 25 MAR 2025 12' - 0" VIF 4 4 . r e v i s i o n_ ________2 ________2 A6.01 A6.01 4.7 4.7 4.7 4.7 5 5 5 5 M N Q R M N Q R d r a w n_ CL PROJECT PROJECT c h e c k e d_ NORTH NORTH PARTIAL REFLECTED CEILING PLAN - KITCHEN PARTIAL FLOOR PLAN - KITCHEN RM 1/8" = 1'-0" 1/8" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A2.01 a l l r i g h t s r e s e r v e d SOFFIT PLAN LEGEND: (SHEETS A3.01 - A3.02) 30F EXISTING PERF SHEET METAL SOFFIT 30F UNO EXPOSED STEEL STRUCTURE 30A BOARD AND BATTEN SOFFIT BIRD NETTING 7359 REGISTERED ARCHITECT # VIEW REFERENCE CHRISTOPHER J. LILLEY STATE OF WASHINGTON SOFFIT PHOTO SOFFIT PHOTO SOFFIT PHOTO SOFFIT PHOTO SOFFIT PLAN GENERAL NOTES: (SHEETS A3.01 - A3.02) N.T.S. 7 N.T.S. 6 N.T.S. 5 N.T.S. 4 1. THESE GENERAL NOTES APPLY TO ALL SOFFIT PLAN DRAWINGS 2. SEE IMAGES FOR EXISTING CONDITIONS 3. PAINT ALL SOFFITS, EXPOSED STRUCTURE, SPRINKLER PIPING AND METAL DECK WHETHER KEYED OR NOT. p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD 4 l o c a t i o n_ ARLINGTON, WA SOFFIT PHOTO SOFFIT PHOTO N.T.S. 3 N.T.S. 2 Project No.2010.610 OVERALL FIRST FLOOR REFLECTED OPEN TO ABOVE SOFFIT PLAN 2 3 ________15 TYP A4.11 i s s u e d_ BID SET 25 MAR 2025 5 . r e v i s i o n_ 7 PAINT ALL EXPOSED STRUCTURAL STL AT UNDERSIDE OF ENTRY CANOPY 30G d r a w n_ 6 CL PROJECT c h e c k e d_ NORTH FIRST FLOOR REFLECTED SOFFIT PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A3.01 a l l r i g h t s r e s e r v e d SOFFIT PLAN LEGEND: (SHEETS A3.01 - A3.02) 30F EXISTING PERF SHEET METAL SOFFIT 30F UNO EXPOSED STEEL STRUCTURE 30A BOARD AND BATTEN SOFFIT BIRD NETTING 7359 REGISTERED ARCHITECT # VIEW REFERENCE CHRISTOPHER J. LILLEY STATE OF WASHINGTON SOFFIT PHOTO SOFFIT PHOTO SOFFIT PHOTO SOFFIT PHOTO SOFFIT PLAN GENERAL NOTES: (SHEETS A3.01 - A3.02) N.T.S. 4 N.T.S. 3 N.T.S. 2 N.T.S. 1 1. THESE GENERAL NOTES APPLY TO ALL SOFFIT PLAN DRAWINGS 2. SEE IMAGES FOR EXISTING CONDITIONS 3. PAINT ALL SOFFITS, EXPOSED STRUCTURE, SPRINKLER PIPING AND METAL DECK WHETHER KEYED OR NOT. p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA Project No.2010.610 OVERALL SECOND FLOOR REFLECTED SOFFIT PLAN 3 1 2 i s s u e d_ BID SET 25 MAR 2025 4 . r e v i s i o n_ d r a w n_ CL PROJECT c h e c k e d_ NORTH SECOND FLOOR REFLECTED SOFFIT PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A3.02 a l l r i g h t s r e s e r v e d DRAINAGE CALCULATIONS - GUTTERS AND DOWNSPOUTS ROOF ZONE ROOF ZONE DS SIZING GUTTER SIZING DS REQ'D DS SIZE DS PROV'D DS RAINFALL GUTTER (W) GUTTER CAPACITY GUTTER PRIMARY UPPER PRIMARY UPPER TOTAL (SQ IN) (NOM) DS ID (SQ IN) CHECK INTENSITY REQ'D * AT MAX 50 LF CHECK 1A 1,019 SF 0 SF 1,019 SF 2.83 3 3.26 8.36 OK 3363 6 14500 OK 1B 2,505 SF 0 SF 2,505 SF 6.96 4 4.26 14.27 OK 8266 6 14500 OK 1C 2,700 SF 0 SF 2,700 SF 7.50 4 4.26 14.27 OK 8911 6 14500 OK 1D 3,895 SF 0 SF 3,895 SF 10.82 4 4.26 14.27 OK 12852 6 14500 OK 1E 1,497 SF 0 SF 1,497 SF 4.16 3 3.26 8.36 OK 4941 6 14500 OK 1F 1,109 SF 0 SF 1,109 SF 3.08 3 3.26 8.36 OK 3661 6 14500 OK 2A 93 SF 0 SF 93 SF 0.26 3 3.26 8.36 OK 305 6 14500 OK 2B 690 SF 0 SF 690 SF 1.92 3 3.26 8.36 OK 2278 6 14500 OK 7359 REGISTERED 2C 1,495 SF 0 SF 1,495 SF 4.15 3 3.26 8.36 OK 4934 6 14500 OK ARCHITECT 2D 1,516 SF 0 SF 1,516 SF 4.21 3 3.26 8.36 OK 5002 6 14500 OK 2E 621 SF 0 SF 621 SF 1.73 3 3.26 8.36 OK 2050 6 14500 OK 2F 6A 287 SF 204 SF 491 SF 1.36 3 3.26 8.36 OK 1621 6 14500 OK CHRISTOPHER J. LILLEY 3A 6B 294 SF 204 SF 498 SF 1.38 3 3.26 8.36 OK 1642 6 14500 OK STATE OF WASHINGTON 3B 522 SF 0 SF 522 SF 1.45 3 3.26 8.36 OK 1721 6 14500 OK 3C 1,983 SF 0 SF 1,983 SF 5.51 3 3.26 8.36 OK 6543 6 14500 OK 3D 1,068 SF 0 SF 1,068 SF 2.97 3 3.26 8.36 OK 3525 6 14500 OK 4 869 SF 0 SF 869 SF 2.41 3 3.26 8.36 OK 2867 6 14500 OK 5 869 SF 0 SF 869 SF 2.41 3 3.26 8.36 OK 2867 6 14500 OK 6A 204 SF 0 SF 204 SF 0.57 3 3.26 8.36 OK 672 6 14500 OK 6B 204 SF 0 SF 204 SF 0.57 3 3.26 8.36 OK 672 6 14500 OK 7A 2E 511 SF 621 SF 1,132 SF 3.14 3 3.26 8.36 OK 3736 6 14500 OK 7B 2F 1,118 SF 491 SF 1,609 SF 4.47 3 3.26 8.36 OK 5311 6 14500 OK 7C 1,398 SF 0 SF 1,398 SF 3.88 3 3.26 8.36 OK 4614 6 14500 OK 7D 748 SF 0 SF 748 SF 2.08 3 3.26 8.36 OK 2468 6 14500 OK 7E 1,531 SF 0 SF 1,531 SF 4.25 3 3.26 8.36 OK 5052 6 14500 OK 7F 768 SF 0 SF 768 SF 2.13 3 3.26 8.36 OK 2536 6 14500 OK 7G 3A 83 SF 498 SF 581 SF 1.61 3 3.26 8.36 OK 1917 6 14500 OK 8A 761 SF 0 SF 761 SF 2.11 3 3.26 8.36 OK 2510 6 14500 OK 8B 761 SF 0 SF 761 SF 2.11 3 3.26 8.36 OK 2510 6 14500 OK 9 1,091 SF 0 SF 1,091 SF 3.03 3 3.26 8.36 OK 3599 6 14500 OK 10A 640 SF 0 SF 640 SF 1.78 3 3.26 8.36 OK 2112 6 14500 OK 10B 2A 439 SF 93 SF 532 SF 1.48 3 3.26 8.36 OK 1755 6 14500 OK 11A 502 SF 0 SF 502 SF 1.39 3 3.26 8.36 OK 1655 6 14500 OK 11B 684 SF 0 SF 684 SF 1.90 3 3.26 8.36 OK 2256 6 14500 OK 12A 519 SF 0 SF 519 SF 1.44 3 3.26 8.36 OK 1712 6 14500 OK 12B 741 SF 0 SF 741 SF 2.06 3 3.26 8.36 OK 2446 6 14500 OK 13A 1,504 SF 0 SF 1,504 SF 4.18 3 3.26 8.36 OK 4964 6 14500 OK 13B 1,046 SF 0 SF 1,046 SF 2.91 3 3.26 8.36 OK 3453 6 14500 OK 13C 1,206 SF 0 SF 1,206 SF 3.35 3 3.26 8.36 OK 3979 6 14500 OK 14A 469 SF 0 SF 469 SF 1.30 3 3.26 8.36 OK 1547 6 14500 OK 14B 1,442 SF 0 SF 1,442 SF 4.01 3 3.26 8.36 OK 4759 6 14500 OK 14C 1,952 SF 0 SF 1,952 SF 5.42 3 3.26 8.36 OK 6443 6 14500 OK 14D 13A, 13B 1,260 SF 2,550 SF 3,810 SF 10.58 4 4.26 14.27 OK 12574 6 14500 OK 15A 645 SF 0 SF 645 SF 1.79 3 3.26 8.36 OK 2127 6 14500 OK 15B 1,043 SF 0 SF 1,043 SF 2.90 3 3.26 8.36 OK 3443 6 14500 OK 15C 13C 756 SF 1,206 SF 1,962 SF 5.45 3 3.26 8.36 OK 6475 6 14500 OK 16 1C 1,073 SF 2,700 SF 3,773 SF 10.48 4 4.26 14.27 OK 12451 6 14500 OK 17A 351 SF 0 SF 351 SF 0.98 3 3.26 8.36 OK 1159 6 14500 OK 17B 1D 131 SF 3,895 SF 4,026 SF 11.18 4 4.26 14.27 OK 13287 6 14500 OK 18 1,142 SF 0 SF 1,142 SF 3.17 3 3.26 8.36 OK 3770 6 14500 OK RESOURCES AND FORMULAS USED: FROM SMACNA 7TH EDITION DS DS LEADER CAPACITY: TABLE G-2 p r o j e c t_ DS CAPACITY FORMULA: SQ IN DS LEADER CAPACITY REQ'D = ROOF AREA / (360) PER TABLE 1-2 PRESIDENTS ES ENVELOPE GUTTER SIZING: CHART 1-1 IMPROVEMENTS (E)DS M = DEPTH/WIDTH OF GUTTER PROFILE, DEFAULT 1.00 c l i e n t_ 14A IA = RAINFALL INTENSITY (3.3) PER TABLE 1-2 x ROOF AREA 18 ARLINGTON SD l o c a t i o n_ ARLINGTON, WA (E)DS 14B (E)DS 15A Project No.2010.610 ROOF DRAINAGE PLAN AND (E)DS 14C 15B CALCULATIONS (E)DS 14D (E)DS DS DS 15C (E)DS (E)DS 13A 13B 13C 17A (E)DS 16 (E)DS 17B (E)DS (E)DS DS DS DS (E)DS (E)DS (E)DS DS (E)DS 4 DS 1B 1C 1D 1E 1F 11A 11B 9 1A 2A (E)DS 6A 6B (E)DS DS 2F 3A 3B 3D 3C 10A 10B 2B 2C 2D 2E 12A 12B i s s u e d_ DS DS 5 BID SET 25 MAR 2025 7G (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS . r e v i s i o n_ (E)DS (E)DS (E)DS (E)DS 7A 7B 7C 7D 7E 7F 8A 8B (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS d r a w n_ CL PROJECT c h e c k e d_ NORTH DRAINAGE PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A4.00 a l l r i g h t s r e s e r v e d ROOF PLAN LEGEND ROOF PLAN GENERAL NOTES ROOF ASSEMBLIES ( SEE GENERAL NOTE 6 ) ASPHALT COMPOSITION SHINGLES 1. SMACNA, ARCHITECTURAL SHEET MTL MANUAL - LATEST EDITION, USED AS BASIS OF DESIGN NEW OVER SYNTHETIC UNDERLAYMENT FA-R-LL FALL PROTECTION ROOF ANCHOR & HORIZONTAL LIFE LINE ASSY, SEE: WITH CALCULATED ROOF AREA DRAINED PER DOWNSPOUT AREA EQUAL TO 360 SQ FT PER SQ IN. 1 COORDINATE LOCATIONS W/ STRUCT ROOF PLANS, TYP ALL ANCHORS SEE ROOF DRAINAGE PLAN/CALCS SHEET A4.00 OVER SELF ADHERED UNDERLAYMENT TYP EXIST OVER (E) 1/2" PLYWOOD SHEATHING OVER (E) ±1" VENT SPACE 2. ALL DOWNSPOUTS ARE SCHEDULE 10 STEEL PIPE 4" DIA UNO OVER (E) RIGID INSULATION ________9 FA-R FALL PROTECTION ROOF ANCHOR, SEE: 4 OVER (E) STRUCTURAL DECK A4.11 SEE: ________ FOR TYPICAL ATTACHMENT DETAIL. A4.12 3. DOWNSPOUT (DS) LOCATIONS ARE APPROXIMATE. SEE BUILDING ELEVATIONS FOR LOCATIONS. DS DOWNSPOUT @ GUTTER, SEE NOTE 2. 4. PROVIDE SMACNA GUTTER EXPANSION JOINTS (FIGS 1-6 OR 1-7). 2 SINGLE PLY MEMBRANE (BY FREEZER/COOLER MFR) OVER 1/2" FIBERBOARD PER MFR 6. ALL ROOF ASSEMBLIES, UNLESS NOTED OTHERWISE, ARE TYPE: 1 COOLER/ OVER TAPERED INSULATION BOARDS PER MFR MECH ROOF PENETRATIONS, FREEZER OVER PREFAB COOLER/FREEZER PER MFR SEE MECH FOR VARIOUS SIZES & TYPES 7. SEE MECHANICAL DRAWINGS FOR MECHANICAL ROOF TOP UNITS & ROOF PENETRATIONS. 7359 REGISTERED & SEE NOTE 7 FOR TYP DETAILS FLASH & SEAL PER DETAILS: ARCHITECT ________10 ________11 ________6 A4.11 A4.11 A4.12 EJ ASPHALT COMPOSITION SHINGLES GUTTER EXPANSION JOINT - SEE GEN NOTE 4. 3 NEW 8. ROOF SLOPES SHOWN ARE APPROXIMATE. CHRISTOPHER J. LILLEY OVER SYNTHETIC UNDERLAYMENT STATE OF WASHINGTON EXIST OVER SELF ADHERED UNDERLAYMENT SHED ROOF 9. FALL PROTECTION ROOF ANCHORS ARE TO ALIGN WITH STRUCTURE BELOW DECK. LOCATIONS SHOWN ON ROOF PLAN OVER (E) 1/2" PLYWOOD SHEATHING ARE APPROXIMATE, VERIFY LOCATIONS OF STRUCTURE IN FIELD. OVER (E) WOOD FRAMING 10. ROOF NUMBERS TO MATCH HEIGHT AND LOCATION OF (E) ROOF NUMBERS. FONT TO BE HELVETICA, COLOR WHITE. 4 NEW SBS MODIFIED ROOFING OVER (E) 1/2" PLYWOOD SHEATHING EXIST ROOF OVER (E) WOOD FRAMING CRICKETS K L M N P Q R S 13' - 1" 21' - 3" 8' - 10" 17' - 1" 16' - 0" 7' - 10" 17' - 0" K.2 K.3 DS 1' - 9" 4' - 4" 7' - 0" 1 (E)DS 4' - 0" ________11 TYP 9 A4.11 ' - 1 1 " FA-R FA-R 3 ________12 2 ________18 13' - 2" 10' - 7" 9' - 5" 21' - 9" 17' - 9" 21' - 7" 11' - 1" 5' - 9" A4.11 A4.11 p r o j e c t_ 1/8" / 1'-0" PRESIDENTS ES ENVELOPE 7" (E)DS 10' - 9 1/2" ' - 2 FA-R 2 IMPROVEMENTS 3 (E)DS 1 c l i e n t_ ARLINGTON SD EXHAUST FAN PER MECH, 9' - 10 1/2" EJ SEE: FA-R PROJECT 19' - 9" ________6 l o c a t i o n_ NORTH 17' - 7" A4.12 ARLINGTON, WA SHED ROOF PLAN 3" / 1'-0" 3" / 1'-0" 3 FA-R 1/16" = 1'-0" (E)DS 13' - 6" 1 1 (E)DS Project No.2010.610 FA-R FA-R FA-R FOR LOWER ROOF OVERALL ROOF 8' - 10" SEE: RIDGE ________1 9' - 10 1/2" PLAN 2' - 9" 4 A4.02 (E)DS DS DS 2' - 0" (E)DS 6' - 7" 4.7 (E)DS G 2' - 0" 5 9' - 5" 2' - 9" 3' - 5" FA-R FA-R 3' - 9" V 2' - 10" ALLEY 6 VALLEY FA-R 6 ________16 3" / 1'-0" TYP A4.11 3" / 1'-0" 1 AA DD FF 13' - 2" 3" / 1'-0" 1 (E)DS FOR LOWER ROOF 16' - 7" SEE: 1 3 1/2" / 1'-0" 3 1/2" / 1'-0" ________2 FA-R FA-R FA-R 14' - 6 1/2" FA-R 7 A4.02 FA-R 19' - 6" 5' - 5" (E)DS (E)DS (E)DS (E)DS 1 1 DS DS RIDGE 6' - 5 1/2" 3' - 2" DS DS (E)DS (E)DS 8' - 3 1/4" 8 9 FA-R FA-R EJ EJ 6' - 9" 15' - 3" 1' - 0" (E)DS 19' - 6" 19' - 6" VA FOR LOWER ROOF 5' - 10" 17' - 5" 4' - 3" RIDGE L L 11' - 6" 6' - 8" FA-R EY 31-101 1 SEE: 3 8' - 6" 9 9.3 FA-R ________ 2' - 6 3/4" VAL FA-R 3" / 1'-0" FA-R FA-R 11' - 10" 3' - 5" 12' - 10" A4.02 LEY ________6 V Y A DS E L TYP LL LE A Y VALLEY A4.11 10' - 0" V 3/8" / 1'-0" 3/8" / 1'-0" 1 10' 10' - 10" 18' - 2" 10' - 10" 8' - 0" 4' - 4" 9.7 24' - 8" 1' - 9" 1' - 2" 3 1/2" / 1'-0" 1 10 1 FA-R FA-R 3" / 1'-0" FA-R 4 RIDGE 4 3" / 1'-0" 6" 11' - 10" 6' - 5" 1 6' - 6" 11 V A Y 5 LL LE E L ________ Y A 5' - 6" TYP 3 1/2" / 1'-0" V FA-R FA-R FA-R FA-R A4.11 12' - 10" 17' - 1" FA-R ________3 12' - 11" 17' - 1" 12 RIDGE RIDGE RIDGE RIDGE A4.12 RIDGE 11' - 2" 10' - 0" 3' - 4" 7' - 6" 13 DS FA-R FA-R FA-R 8' - 4" (E)DS (E)DS 9' - 1" FA-R FA-R FA-R 5' - 3" 13.3 FA-R FA-R FA-R 15' - 5" 5' - 9" 1 9' - 1" 10' - 0" 8' - 0" ROOF 2 ROOF FA-R 9' - 5" 7' - 6" 7' - 6" FA-R 1 TYP ________ 1 14 18' - 0" TROUGH A4.12 TROUGH 1 3 1/2" / 1'-0" 3 1/2" / 1'-0" VAL 3" / 1'-0" 1' - 2" LEY FA-R 3" / 1'-0" 1 (E)DS DS 3 1/2" / 1'-0" ALLEY 1' - 2" V 7' - 6" 7' - 0" 11' - 2" 3" / 1'-0" FA-R 3' - 0" 4' - 3" FA-R FA-R 10' - 0" 14' - 4" 17' - 0" FA-R RIDGE 14.7 FA-R 3 1/2" / 1'-0" 3 1/2" / 1'-0" 14' - 2" 7' - 6" ROOF ROOF (E)DS 1' - 8" ROOF 7' - 0" TROUGH V TROUGH 15 TROUGH FA-R Y A FA-R FA-R FA-R FA-R 15 E L 4' - 6" LL RIDGE LE 1 1 (E)DS 15.1 (E)DS (E)DS (E)DS DS VA Y (E)DS (E)DS (E)DS EJ EJ EJ 15.2 (E)DS (E)DS ________1 FA-R FA-R (E)DS (E)DS i s s u e d_ 9' - 2" TYP 19' - 6" 19' - 6" ________1 A4.12 2' - 6 1/2" 8' - 3 1/2" 16 TYP 16 A4.11 BID SET 25 MAR 2025 7' - 6" 7' - 6" 24' - 0" 6' - 5" - 3" -LL -LL ROOF FA-R -R -R FA-R TROUGH 14' - 0" FA FA 17 . r e v i s i o n_ 4' - 9" 18 FA-R FA-R (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS 5" / 1'-0" 5" / 1'-0" -LL -LL -R -R FA FA (E)DS FA-R FA-R (E)DS 19 11' - 0" 13' - 0" 11' - 0" 12' - 2" 2' - 6 3/4" 10' - 5 3/4" 14' - 6" 2' - 5" J.8 L.5 A.2 M.3 N.3 4' - 1 1/2" 13' - 0 1/2" 10' - 3" 8' - 7" 12' - 10" 22' - 4" 7' - 8" 30' - 0" 30' - 0" 16' - 11" 13' - 1" 47' - 2" 16' - 0" 24' - 10" 25' - 1" 5' - 4" 7' - 6" 8' - 10" 8' - 3" 12' - 11" 17' - 1" 12' - 11" 17' - 1" 12' - 11" 12' - 11 1/2" 25' - 2" 6' - 9" d r a w n_ CL A B C D E F G H J K L P Q S T U V W X Y Z AA BB CC DD EE FF GG PROJECT c h e c k e d_ NORTH OVERALL ROOF PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A4.01 a l l r i g h t s r e s e r v e d 7359 REGISTERED ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON T 6 6 EDGE OF ROOF ABV DS 9 9 ROOF TROUGH p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS T c l i e n t_ ARLINGTON SD PROJECT l o c a t i o n_ NORTH ARLINGTON, WA PARTIAL ROOF PLAN Scale: 1/8" = 1'-0" 3 Project No.2010.610 J K.3 PARTIAL ROOF PLANS 4.7 4.7 EDGE OF ROOF ABV DS 9 9 ROOF TROUGH 9.7 9.7 J K.3 PROJECT NORTH PARTIAL ROOF PLAN Scale: 1/16" = 1'-0" 2 i s s u e d_ K.3 N BID SET 25 MAR 2025 . r e v i s i o n_ EDGE OF ROOF CRICKET ROOF ABV DS 4.7 4.7 ROOF TROUGH, 5 SEE: 5 ________1 ________2 TYP A4.12 A4.12 d r a w n_ K.3 N CL PROJECT c h e c k e d_ NORTH PARTIAL ROOF PLAN RM Scale: 1/16" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A4.02 a l l r i g h t s r e s e r v e d 1" ROOF INTAKE VENT, CUT (E) BOARD AND BATT OVER DECK FOR VENT SLOT PER MFR DRAINAGE MATRIX, O/ WRB BOARD AND BATT OVER LAP WRB OVER FLASHING ROOF ASSY PER SHINGLE CAP PER MFR DRAINAGE MATRIX, O/ WRB ROOF PLAN TYPE 'A' SEALANT W/ BACKER ROD PREFIN SHT MTL FLASHING PRE FIN SHT MTL FLASHING W/ LAP WRB OVER FLASHING 3/4" X 3-1/2" SYNTHETIC TRIM, PNT ROOF ASSY PER DRIP EDGE TO MATCH ADJACENT SIDING, TYP ROOF PLAN PREFIN SHT MTL FLASHING, PAINT TO MATCH ADJACENT SIDING, TYP DEMO (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK. PNT EXISTING FASCIA TO MATCH PROTECT (E) WRB, PATCH/REPAIR 33A TYP AS REQ'D 6" PRE FIN SHT MTL FLASHING W/ DRIP EDGE 3/4" X 3-1/2" SYNTHETIC TRIM, DIMENSIONALLY MATCH (E) TRIM. 2" 7359 REGISTERED PNT TO MATCH ADJACENT SIDING, TYP. ARCHITECT PNT EXISTING FASCIA TO MATCH 33A TYP TYPE 'A' SEALANT CHRISTOPHER J. LILLEY STATE OF WASHINGTON 3/4" X 3-1/2" SYNTHETIC TRIM, DIMENSIONALLY MATCH (E) TRIM. PNT TO MATCH ADJACENT SIDING, TYP TYPE 'A' SEALANT (E) WALL ASSY ROOF ASSY PER ROOF PLAN (E) WALL ASSY 6x6 STEP FLASHING ________7 SEE: SAM A4.11 FOR CALLOUTS IN COMMON TYP RAKE DTL EAVE DTL ROOF TO WALL DTL - BATTEN SIDING ROOF TO WALL DTL - BATTEN SIDING Scale: 1 1/2" = 1'-0" 16 Scale: 1 1/2" = 1'-0" 12 Scale: 3" = 1'-0" 8 Scale: 3" = 1'-0" 4 ROOF ASSY PER ROOF PLAN TYPE 'A' SEALANT O/ BACKER ROD DEMO (E) BOARD & BATTEN SIDING (E) FLUE AS REQ'D FOR NEW WORK. PROTECT (E) WRB, PATCH/REPAIR TYPE 'A' SEALANT AS REQ'D 3/4" X 3-1/2" SYNTHETIC TRIM, PNT SINGLE-PLY FLASHING PER MFR PRE-FIN FLASHING, ATTACH BASE TO MATCH ADJACENT SIDING, TYP FASTENERS PER MFR SS CLAMPING RING W/ CLEAT, FASTEN THROUGH ROOF VENT TO ROOF SHEATHING, PT WD NAILER TYP STORM COLLAR EXTEND ROOF UNDERLAYMENT UP DRIP EDGE PER MFR SEALANT PER MFR SIDEWALL AND LAP UNDER (E) WRB 1" MIN ROOF INTAKE VENT, TYP PRE FIN SIDEWALL STEP PREFIN SHT MTL DECK CLOSURE ROOF TO FLUE FLASHING, FIELD FLASHING 30G TO FOLLOW DECK PROFILE, VERIFY EXIST FLUE TO CONFIRM 1" MIN PNT TO MATCH ADJACENT 1/2 SIDING, TYP COMPATIBILITY OF FLASHING " ROOF ASSY PER ROOF PLAN ROOF ASSY PER ROOF PLAN DEMO (E) COLLAR 1" ROOF ASSY PER ROOF PLAN FASTENER AT EVERY OTHER LOW DECK FLUTE @ +/- 12" OC EXIST TRIM BOARD TO REMAIN (E) WALL ASSY p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS ________3 c l i e n t_ SEE A4.11 ________2 ________18 FOR ARLINGTON SD SEE: A4.11 A4.11 CALLOUTS IN FOR COMMON CALLOUTS IN COMMON l o c a t i o n_ ARLINGTON, WA FREEZER / CHILLER GUTTER DTL DECK CLOSURE DTL @ EXISTING SIDING FLUE PENETRATION DTL ROOF TO WALL DTL - LAP SIDING ROOF TO WALL DTL - LAP SIDING Scale: 3" = 1'-0" 19 Scale: 3" = 1'-0" 15 Scale: 1 1/2" = 1'-0" 11 Scale: 3" = 1'-0" 7 Scale: 3" = 1'-0" 3 Project No.2010.610 ROOF DETAILS PRE-FIN 2-PIECE SHT MTL COUNTER ROOF ASSY PER ROOF PLAN ROOF ASSY PER ROOF PLAN FLASHING, PAINT TO MATCH ADJACENT SIDING, ATTACH W/ 1" SCREWS @ 12" OC MAX PREFORMED LEAD CAP PRE-FIN SHT MTL EAVE FLASHING TERMINATION BAR AND TYPE FLASHING CLIPS AT 24" O.C. GUTTER BRACKETS SHALL BE 'A' SEALANT PER MFR FASTENED W/ (2) #10 SS LAP UNDERLAYMENT OVER ICE PANCAKE HEAD SCREWS AND WATER SHIELD & EXTEND PAST AS SHOWN 1-1/2"W GUTTER STRAP @ 3' -0" (E) PIPE VENT OC OFFSET FROM BRACKETS LAP ICE AND WATER SHIELD SCREW & PLATE PER MFR, TYP BELOW BY 1' -6" TYP. FASTEN W/ OVER VALLEY MTL AS SHOWN 8" MIN (1) #10 SS SCREW INSULATION TUBE 36" W PREFIN MTL VALLEY FLASHING FIBERGLASS INSULATION PREFIN SHT MTL DECK CLOSURE COLOR 30G 1 1/2" TO FOLLOW DECK PROFILE LEAD FLASHING COOLER ROOF ASSY PER MFR VALLEY LINER - ADDL LAYER OF 5 1/4" 1 1/4" SELF ADHERED ICE AND WATER SHIELD CONT UNDERLAYMENT LAPPED UNDER VALLEY MTL RUN ONTO AND SEALED PARALEL TO VALLEY SLOPE AROUND PIPE 6 " T Y FASTENER AT LOW DECK P SET SHINGLE IN SEALANT PER 6 " FLUTE @ +/- 24" OC TY MFR REQUIREMENTS, TYP P 4 6 " " 2" 3/4" X 3-1/2" SYNTHETIC TRIM, T Y DIMENSIONALLY MATCH (E) P 1 TRIM. PNT TO MATCH " ADJACENT SIDING, TYP 1" x 1/8" STL GUTTER BRACKETS @ 3'-0" OC SS LEAF STRAINER BOARD AND BATTEN SIDING, GUTTER OUTLET TUBE SEE ELEVATIONS FOR (E) WALL ASSY LOCATIONS & COLOR 4" MIN LENGTH DS SIZE & LOCATION PER ROOF PLAN COOLER WALL PER MFR 5" 2" ROOF ASSY PER ROOF PLAN FREEZER / CHILLER ROOF TO WALL DTL DECK CLOSURE DTL @ NEW SIDING PIPE PENETRATION DTL TYP VALLEY DTL TYP GUTTER DTL Scale: 3" = 1'-0" 18 Scale: 3" = 1'-0" 14 Scale: 3" = 1'-0" 10 Scale: 1 1/2" = 1'-0" 6 Scale: 3" = 1'-0" 2 LIFE LINE CABLE WHERE OCCURS ROOF ASSY PER ROOF PLAN FALL PROTECTION ANCHOR TYPE-A SEALANT 1" ROOF INTAKE VENT, CUT CUT PLYWOOD AS REQ'D (E) DECK FOR VENT SLOT SS CLAMPING RING TO MEET MIN DIM PER MFR i s s u e d_ IN SPRAY FOAM M 2" ASPHALT SHINGLE CAP GUTTER & BRACKETS ________2 1 SS STORM COLLAR 1" BID SET 25 MAR 2025 RIDGE VENT A4.11 CUT OUT DECK IN PREFORMED FLASHING BOOT M FALL ANCHORS AS NEEDED PER (BY OTHERS) (12" MAX) BUILT UP PT 2x NAILER, TYP ROOF ASSY PER ROOF PLAN MFR 3/16" DEMO (E) SHEATHING AS REQ'D, . r e v i s i o n_ 18GA 2x2x2'-6" REPLACE IN KIND ANGLE W/ (2)#8 SCREWS @ EA HIGH 5/16" ROOF ASSY PER ROOF PLAN FLUTE TYP 5/16" PL3/8x5x5 (E) MTL DECK 1" MAX CUT OUT AT ANCHOR AS NEEDED (E) STL BEAM (SIM AT OPEN PATCH AND REPAIR (E) SOFFIT WEB JOIST) PATCH VAPOR BARRIER AS REQ'D PER SOFFIT PLAN AS REQ'D 3/4" X 3-1/2" SYNTHETIC TRIM, d r a w n_ (E) WALL ASSY DIMENSIONALLY MATCH (E) 13 CL ________ TRIM. PNT TO MATCH ADJACENT SEE: A4.11 SIDING, TYP FOR FILL VOID WITH MINERAL STRUCTURAL DETAIL WOOL INSULATION, TYP TYPE 'A' SEALANT c h e c k e d_ STRUCTURAL ROOF ANCHOR DTL ROOF ANCHOR DTL TYP RIDGE VENT DTL TYP EAVE DTL RM Scale: 1" = 1'-0" 13 Scale: 3" = 1'-0" 9 Scale: 1 1/2" = 1'-0" 5 Scale: 1 1/2" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A4.11 a l l r i g h t s r e s e r v e d FULLY WELDED SS SADDLE FLASHING 12" MIN, TYP ALL SIDES 7359 REGISTERED ARCHITECT (E) WALL ASSY CHRISTOPHER J. LILLEY STATE OF WASHINGTON 3/8" DIA X 2-1/2" EPOXY ANCHOR 1/4" DIA BOLT W/ WASHERS 3/16" STL PL VFY WITH (E) STORM CONN. NOTE: CONTRACTOR TO VERIFY REQ'D SIZE IN FIELD AND DESIGN FINAL SHT MTL PAN PER (E) 4" DIA STL DS DIMENSIONS SADDLE FLASHING PERSPECTIVE DETAIL TYP DOWNSPOUT BRACKET DTL Scale: 3" = 1'-0" 8 Scale: 3" = 1'-0" 4 P Y T , Y E L L A V P U T H S " /2 1 IN M G IN F O O R S B S D N E T X E IN M " 3 P Y SBS BUILT UP ROOFING T p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA ROOF-TOP FAN PER MECH TYP CRICKET DETAIL Scale: 3" = 1'-0" 3 TREATED NAILER Project No.2010.610 PREFIN MTL FLASHING W/ ROOF DETAILS HEMMED EDGE PRE-MFR INSUL MECH CURB ASSY TREATED NAILER FULLY SOLDERED SS CRICKET PRE-FIN SHT MTL CURB FLASHING W/ HEMMED EDGE 1" SEMI RIGID INSULATION, TYP 5" ROOF DRAINAGE TROUGH PRE-FIN SHT MTL FLASHING W/ CLEAT, LAP OVER SHINGLES 1 1/2" ROOF ASSY PER ROOF PLAN TROUGH BRACKET W/ FASTENERS PER MFR L3x3x1/8" ROOF OPENING SUPPORT ________1 SEE: A4.12 FOR CALLOUTS IN COMMON MECH ROOF FAN CURB DETAIL ROOF DRAINAGE TROUGH DTL Scale: 1 1/2" = 1'-0" 6 Scale: 3" = 1'-0" 2 DOWNSPOUT BRACKET, SEE: ________4 A4.12 i s s u e d_ STL DS BID SET 25 MAR 2025 PRE-FIN MTL ROOF DRAINAGE TROUGH LAP UNDERLAYMENT OVER 1" TROUGH BRACKET . r e v i s i o n_ TROUGH BRACKET W/ FASTENERS PER MFR SIDEWINDER SCREW W/ CONT STL CABLE SYSTEM PER MFR BIRD NETTING d r a w n_ CL ________8 SEE: SEE: A4.11 FOR FOR CALLOUTS IN COMMON CALLOUTS IN COMMON c h e c k e d_ BIRD NETTING DETAIL ROOF DRAINAGE TROUGH DTL RM Scale: 3" = 1'-0" 5 Scale: 3" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A4.12 a l l r i g h t s r e s e r v e d FINISH LEGEND: (SHEETS A5.01 - A5.05) FINISH SCHEDULE: (SHEETS A3.01 - A3.02, A4.11 - A4.12, A5.01 - A5.05) FINISH NOTES: (SHEETS A3.01 - A3.02, A4.11 - A4.12, A5.01 - A5.05) GENERAL NOTES: (SHEETS A5.01 - A5.05) KEY PLAN 1 EXISTING LAP SIDING AND TRIM, 30. PAINT 1. SEE PLANS AND ELEVATIONS FOR MATERIAL AND COLOR DESIGNATIONS. 1. SEE FINISH LEGENDS FOR FINISH AND COLOR DESIGNATIONS. 30A PAINT 30A UNO A. LAP SIDING AND BOARD & BATTEN SIDING MFR: SHERWIN WILLIAMS 2. ALL EXTERIOR PRE-FINISHED SHEET METAL ACCESSORIES (FLASHINGS, GUTTERS, ETC.) TO 2. PROVIDE WATER REPELLENT AND ANTI-GRAFFITI COATING AT ALL CMU VENEER UP TO 30A COLOR: SW7610 MATCH UNO. ROOF MOUNTED DOWNSPOUT DRA33A INAGE TROUGHS & PRE-FINISHED HEIGHT NOTED ON ELEVATIONS. SHEET METAL ROOF VALLEY FLASHING TO MATCH. FIBER CEMENT BOARD + BATTEN SIDING AND B. BOARD & BATTEN SIDING AT CLASSROOM WINDOWS 3. PAINT ALL EXISTING PAINTED SURFACES (LAP SIDING, BOARD + BATTEN, DOWNSPOUTS, 30A TRIM OVER WRB W/ DRAINAGE MATRIX OVER MFR: SHERWIN WILLIAMS TRIM, HM DOORS AND FRAMES, ETC.) WRB OVER (E) SHEATHING, PAINT 30A COLOR: COLOR TO MATCH 33A DOORS, WINDOWS, TRIMS, MISC. UNO 30A C. WINDOW TRIM 1. EXTERIOR HOLLOW METAL DOORS AND FRAMES TO BE PAINTED TO MATCH MFR: SHERWIN WILLIAMS ADJACENT WALL, UNO. COLOR: COLOR TO MATCH EXISTING VINYL WINDOWS EXISTING BOARD & BATTEN SIDING AND TIRM, 30A 2. EXTERIOR RELITES TO BE PAINTED TO MATCH 33C UNO. 7359 REGISTERED PAINT 30A UNO D. NOT USED ARCHITECT 30A 3. ALL EXPOSED EXISTING WOOD AND SYNTHETIC TRIMS TO BE PAINTED TO MATCH E. DOWNSPOUTS & BRACKETS AND BUILDING MOUNTED LIGHT FIXTURES ADJACENT WALLS, UNO. MFR: SHERWIN WILLIAMS INSULATED GLAZING UNIT (IGU) COLOR: COLOR TO MATCH 33A 4. ALL LOUVERS AND ADJACENT TRIM TO BE PAINTED TO MATCH ADJACENT SIDING. CHRISTOPHER J. LILLEY INSTALLED IN (E) FRAME 3 2 STATE OF WASHINGTON F. EXPOSED STRUCTURAL STEEL, EXPOSED ROOF DECK, EXISTING SHT MTL FASCIA, AND EXISTING PERF SHT MTL SOFFITS MFR: SHERWIN WILLIAMS COLOR: SW6479 EXISTING CMU G. STRUCTURAL STEEL AT UNDERSIDE OF ENTRY CANOPY AND MAIN ENTRY DOORS AND FRAMES MFR: SHERWIN WILLIAMS COLOR: SW6678 EXISTING CMU W/ ANTI-GRAFFITI & H. BOLLARDS WATER REPELLANT COATINGS MFR: SHERWIN WILLIAMS COLOR: SW4084 31. ROOF EXISTING CONCRETE W/ ANTI-GRAFFITI & A. ASPHALT SHINGLE 4 WATER REPELLANT COATINGS MFR: MALARKEY COLOR: STORM GREY B. FREEZER / COOLER ROOF MFR: AEP SPAN COLOR: ZINC GRAY 32. FINISH FLOOR A. SHEET VINYL MFR: ALTRO STYLE: ALTRO STRONGHOLD 30 COLOR: PATE 33. SHEET METAL A. GUTTERS AND PRE-FINISHED SHEET METAL FLASHING MFR: AEP SPAN COLOR: ZINC GRAY AA.2 B C D E F G H J J.8KK.2 K.3 L L.5 MM.3 N N.3 P Q R S T U V W X Y Z AA BB CC DD EE FF GG p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA OVERALL SOUTH ELEVATION Scale: 1/16" = 1'-0" 4 Project No.2010.610 OVERALL EXTERIOR ELEVATIONS 1 2 3 4 4.7 5 6 7 8 9 9.3 9.7 10 11 12 1313.3 14 14.7 1515.115.2 16 17 18 19 19 18 17 16 15.215.115 14.7 14 13.313 12 11 10 9.7 9.3 9 8 7 6 5 4.7 4 3 2 1 OPEN TO OPEN TO BEYOND BEYOND OVERALL WEST ELEVATION OVERALL EAST ELEVATION Scale: 1/16" = 1'-0" 3 Scale: 1/16" = 1'-0" 2 i s s u e d_ BID SET 25 MAR 2025 . r e v i s i o n_ GG FF EE DD CC BB AA Z Y X W V U T S R Q P N.3 N M.3M L.5 L K.3 K.2KJ.8 J H G F E D C B A.2A OPEN TO OPEN TO BEYOND BEYOND d r a w n_ CL c h e c k e d_ OVERALL NORTH ELEVATION RM Scale: 1/16" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A5.01 a l l r i g h t s r e s e r v e d KEY PLAN 6 7 8 7359 REGISTERED ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON 4 5 3 1 2 7 8 9 9.3 ________8 A4.11 p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS (E)DS (E)DS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION PARTIAL SOUTH ELEVATION Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 Project No.2010.610 PARTIAL EXTERIOR ELEVATIONS 15 18 ________4 A4.11 (E)DS (E)DS PARTIAL WEST ELEVATION PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION Scale: 1/8" = 1'-0" 4 Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 2 B C D E F G H J J.8 K K.2 K.3 L L.5 M M.3 N N.3 P Q R S T U ALT BID #1: REPLACE 3' - 10" 1' - 4" 30A FAILED IGUs W/ NEW GLAZING, TYP i s s u e d_ BID SET 25 MAR 2025 (E) LOUVER (E)DS (E)DS ________1 TYP ROOF TROUGH ROOF TROUGH A4.11 30A TYP ________7 . r e v i s i o n_ TYP A4.11 ________1 TYP DS A5.11 TRIM BOARD, DS PAINT TO MATCH DS ADJACENT WALL, TYP ________8 TYP ROOF ________2 ROOF A4.11 TROUGH TYP A5.11 TROUGH 30B 30A TYP 30B 30B 30H (E) STRUCTURAL 30H STEEL, PNT 30F TYP d r a w n_ (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS CL DOWNSPOUT, (E) WDO TRIM, PNT 30E TYP PNT 30C TYP ________3 c h e c k e d_ TYP A5.11 PARTIAL SOUTH ELEVATION RM Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A5.02 a l l r i g h t s r e s e r v e d KEY PLAN 7 5 8 4 1 2 3 6 7359 REGISTERED ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON 10 9.7 9.3 9 8 7 6 5 4.7 4 3 2 T S R Q P N.3 N M.3 M L.5 L K.3 K.2 K J.8 (E)DS DS ________18 7" ROOF TROUGH A4.11 OPEN TO OPEN TO OPEN TO OPEN TO BEYOND BEYOND BEYOND BEYOND p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS DS (E)DS (E)DS (E)DS (E)DS (E)DS DS (E)DS c l i e n t_ ARLINGTON SD CANE RAIL, SEE: ________8 l o c a t i o n_ A5.11 ARLINGTON, WA PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Project No.2010.610 PARTIAL EXTERIOR W V U T 1 2 3 4 4.7 5 6 7 8 9 9.7 P N.3 N M.3 M L.5 L K.3 K.2 K J.8 J ELEVATIONS 2' - 6" (E)DS DS DS (E)DS (E)DS ROOF TROUGH ________3 TYP A4.11 (E)DS (E)DS (E)DS (E)DS DS DS PARTIAL NORTH ELEVATION PARTIAL WEST ELEVATION PARTIAL NORTH ELEVATION Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 Scale: 1/8" = 1'-0" 4 4.7 5 6 7 8 9 9 8 7 K.3 J H G F E 5' - 6" i s s u e d_ BID SET 25 MAR 2025 4" . r e v i s i o n_ ALT BID #1: REPLACE DS FAILED IGUs W/ NEW ROOF TROUGH GLAZING, TYP 30B (E) HANDRAIL, PNT 30E TYP CLEAN (E) STAIRS AND RAMPS, TYP d r a w n_ DS DS DS DS (E)DS (E)DS CL c h e c k e d_ PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION RM Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A5.03 a l l r i g h t s r e s e r v e d KEY PLAN 8 7359 REGISTERED 1 ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON 2 7 3 6 5 4 2 1 BOARD & BATTEN PANELS p r o j e c t_ SYNTHETIC SKIRT PRESIDENTS ES ENVELOPE BOARD IMPROVEMENTS (E)DS (E)DS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA PARTIAL EAST ELEVATION PARTIAL EAST ELEVATION Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Project No.2010.610 PARTIAL U V W X Y Z AA BB CC 16 15.215.115 14.7 EXTERIOR 1' - 4" 2" ELEVATIONS DS ROOF TROUGH DS ROOF TROUGH 30B (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS PARTIAL SOUTH ELEVATION PARTIAL EAST ELEVATION PARTIAL WEST ELEVATION PARTIAL SOUTH ELEVATION Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 Scale: 1/8" = 1'-0" 4 Scale: 1/8" = 1'-0" 3 GG FF EE DD CC BB AA Z Y X W V U T 15.215.115 14.7 14 13.3 13 12 11 10 9.7 9.3 9 8 i s s u e d_ 2' - 0" BID SET 25 MAR 2025 . r e v i s i o n_ DS (E)DS 30B 30B ________7 TYP A5.11 ________6 BOARD & BOARD & TYP BATTEN PANEL BATTEN PANEL A5.11 d r a w n_ (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS DS CL c h e c k e d_ PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION RM Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A5.04 a l l r i g h t s r e s e r v e d KEY PLAN 14 9 10 3 12 4 2 13 1 7359 REGISTERED ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON (E) SHT MTL WALL CAP, PNT 30E TYP p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA TRASH ENCLOSURE ELEV TRASH ENCLOSURE ELEV TRASH ENCLOSURE ELEV TRASH ENCLOSURE ELEV TRASH ENCLOSURE ELEV Scale: 1/8" = 1'-0" 13 Scale: 1/8" = 1'-0" 12 Scale: 1/8" = 1'-0" 11 Scale: 1/8" = 1'-0" 10 Scale: 1/8" = 1'-0" 9 Project No.2010.610 PARTIAL EXTERIOR ELEVATIONS 30A TYP PNT GUTTERS, FASCIA, & DOWNSPOUTS TO MATCH TYP33A PARTIAL WEST ELEVATION - PORTABLE PARTIAL SOUTH ELEVATION - PORTABLE PARTIAL EAST ELEVATIONN - PORTABLE PARTIAL NORTH ELEVATION - PORTABLE Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 5 4.7 4 3 2 T S R Q Q R S T i s s u e d_ 2 3 4 4.7 5 BID SET 25 MAR 2025 30A TYP . r e v i s i o n_ OPEN TO OPEN TO OPEN TO OPEN TO BEYOND BEYOND BEYOND BEYOND d r a w n_ CL c h e c k e d_ PARTIAL EAST ELEVATION - COVERED PLAY PARTIAL SOUTH ELEVATION - COVERED PLAY PARTIAL WEST ELEVATION - COVERED PLAY PARTIAL NORTH ELEVATION - COVERED PLAY RM Scale: 1/8" = 1'-0" 4 Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A5.05 a l l r i g h t s r e s e r v e d 4" 3" TYP VIF DEMO (E) 3" DS COOLER WALL PER MFR 4" DS COOLER DOOR & FRAME PER MFR FO FINISH PROVIDE NEW STORM DRAIN CAP TO MATCH EXIST (E) STORM DRAIN (E) WALL ASSY (E) GRADE ASSY GRIND 6" SMOOTH 3/16" 2" 2" NOM SHED 40 STL PIPE 7359 REGISTERED RAIL & POST ARCHITECT TYPE 'A' SEALANT ALONG ALL (E) ALCOVE HEIGHT SIDES OF ALCOVE 6" ±7'-0" VIF CONT BENT SHT MTL CLOSURE CHRISTOPHER J. LILLEY TRIM, ATTACH W/ (2) ROWS 1" STATE OF WASHINGTON COUNTERSUNK SCREWS @ 12" DR HEAD HEIGHT OC MAX PER MFR NON-SHRINK GROUT 2 (E) WALL ASSY TYPE 'C' SEALANT ALONG ALL 18" MIN SIDES OF ALCOVE ________12 SEE: A5.11 FOR CALLOUTS IN COMMON 1" TYP COOLER ALCOVE HEAD DETAIL COOLER ALCOVE JAMB DETAIL (HEAD SIM) CANE RAIL DETAIL WALL BASE DETAIL @ CMU Scale: 3" = 1'-0" 16 Scale: 3" = 1'-0" 12 N.T.S. 8 Scale: 3" = 1'-0" 4 BOARD & BATTEN SIDING OVER DRAINAGE MATRIX OVER WRB OVER (E) WALL ASSY COOLER DOOR & THRESHOLD PER MFR (E) WALL ASSY RESILIENT FLOORING ,TYP32A BUTT NEW VINYL FLOORING UP TO EXISTING BENT SHT MTL FLASHING, PNT TO COOLER DOOR AND MACTCH ADJACENT WALL, TYP THRESHOLD PER MFR TYPE 'A' SEALANT & BACKER ROD BENT MTL FLASHING @ HEAD +/-5/4" X 3-1/2" SYNTHETIC TRIM, JOINT BETWEEN EXISTING AND DIMENSIONALLY MATCH (E) NEW SIDING, TYP TRIM TO BE DEMOED, TYP BOARD & BATTEN SIDING OVER DRAINAGE MATRIX OVER WRB OVER (E) WALL ASSY p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ________14 ________10 ARLINGTON SD SEE: SEE: A5.11 A5.11 FOR FOR CALLOUTS IN COMMON CALLOUTS IN COMMON l o c a t i o n_ ARLINGTON, WA EXTERIOR COOLER THRESHOLD DETAIL INTERIOR COOLER THRESHOLD DETAIL BOARD & BATTEN PANEL JOINT DETAIL BOARD & BATTEN WALL BASE DETAIL Scale: 3" = 1'-0" 15 Scale: 3" = 1'-0" 11 Scale: 3" = 1'-0" 7 Scale: 3" = 1'-0" 3 Project No.2010.610 EXTERIOR DS PER ROOF PLAN 2 COOLER WALL PER MFR 9" DETAILS COOLER DOOR & THRESHOLD PER MFR WRAP FLOOR FINISH 6" UP COOLER WALLS, TYP CONT #4 BAR GROUT INFILL RESILIENT FLOORING 32A (E) FLOOR ASSY (E) WALL ASSY (E) WALL ASSY (E) FOUNDATION WALL & FOOTING (E) LAP SIDING TO REMAIN DOWEL REBAR INTO EPOXY GROUTED DRILL HOLE IN (E) STEM TYPE 'A' SEALANT BOARD & BATTEN SIDING OVER WALL, 4" MIN EMBED DRAINAGE MATRIX OVER WRB +/-5/4" X 3-1/2" SYNTHETIC TRIM, FOOTING DRAIN PER CIVIL OVER (E) WALL ASSY DIMENSIONALLY MATCH (E) TRIM, VIF. ________13 ________13 CUT RABBET IN BATTON AT JOINT TYPE 'A' SEALANT W/ BACKER ROD SEE: SEE: BETWEEN EXISTING AND NEW A5.11 A5.11 FOR FOR SIDING, TYP (E) BOARD & BATTEN SIDING TO CALLOUTS IN COMMON CALLOUTS IN COMMON REMAIN COOLER FOOTING DETAIL COOLER FOOTING DETAIL BOARD & BATTEN PANEL JOINT DETAIL SIDING MATERIAL TRANSITION DETAIL Scale: 1 1/2" = 1'-0" 14 Scale: 1 1/2" = 1'-0" 10 Scale: 3" = 1'-0" 6 Scale: 3" = 1'-0" 2 TYPE 'A' SEALANT CONT BENT SHT MTL CURB FLASHING (2) #4 CONT i s s u e d_ 6" COOLER WALL PER MFR COOLER WALL PER MFR +/- 3/4" X 3-1/2" SYNTHETIC 1/2" CONC REINFORCEMENT PER MFR 6" DIA SCHED 40 STL PIPE, TRIM, DIMENSIONALLY MATCH CONTROL JOINT BID SET 25 MAR 2025 PNT 30H CONC CURB BELOW CONC CURB BELOW (E) TRIM TO BE DEMOED FILLED W/ CONC AND CROWNED FOR DRAINAGE CLOSURE TRIM & FASTENER PER MFR SLOPE CONC FOR DRAINAGE 1" MIN . r e v i s i o n_ CLOSURE TRIM & TYPE 'A' SEALANT W/ BACKER ROD 3' - 0" TYP 2" TYP FASTENER PER MFR PATCH AND REPAIR WEATHER BARRIER AND WINDOW WRAP BACKFILL W/ 3500 PSI CEMENT TYPE 'A' SEALANT AS REQ'D, TYP CONC #4 @ 12" OC HORIZONTAL, TYP ±1 1/2" x 1 1/2" 1' - 4" SYNTHETIC TRIM, DIMENSIONALLY MATCH (E) TRIM TO BE DEMOED (E) WALL ASSY TYPE 'A' SEALANT #4 @ 12" OC EACH DIRECTION, TYP 3' - 0" TYP #4 DOWEL @ 12" OC TYP, (E) WALL ASSY ALTERNATE HOOK DIRECTION (E) WALL ASSY 10" MIN (3) #4 CONT (E) WALL ASSY PREP AND PAINT LAP SIDING PER ELEVATIONS 3" CLR d r a w n_ CL 3" MIN 1' - 6" MIN 1' - 6" MIN c h e c k e d_ BOLLARD DETAIL COOLER FOOTING DETAIL COOLER TO WALL CONNECTION DETAIL COOLER TO WALL CONNECTION DETAIL OUTSIDE CORNER TRIM DETAIL RM Scale: 1" = 1'-0" 17 Scale: 1 1/2" = 1'-0" 13 Scale: 1 1/2" = 1'-0" 9 Scale: 1 1/2" = 1'-0" 5 Scale: 3" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A5.11 a l l r i g h t s r e s e r v e d 7359 REGISTERED ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON Q 2 p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA Project No.2010.610 SECTIONS MECH PLATFORM 14' -8" ________18 A4.11 ________19 A4.11 ________12 SIM A5.11 (E) WALL ASSY DISHWASHER AND DUCT PER MECH i s s u e d_ BID SET 25 MAR 2025 . r e v i s i o n_ ________10 ________13 ________14 A5.11 A5.11 A5.11 Level 1 Level 1 Level 1 0' -0" 0' -0" 0' -0" d r a w n_ CL c h e c k e d_ COOLER SECTION WALL SECTION COOLER SECTION RM Scale: 1/2" = 1'-0" 3 Scale: 1/2" = 1'-0" 2 Scale: 1/2" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A6.01 a l l r i g h t s r e s e r v e d (E) FENCE GATE TO REMAIN NEW FENCE AND BOLLARDS POSTS CANE RAIL 2A1 2A1 2B1 2B1 1 2A2 2B2 1 EQUIPMENT SCHEDULE COOLER FREEZER ITEM DESCRIPTION QUAN. REMARKS: 1 WALK-IN COLD STORAGE ROOMS 2 --- 2B2 2 REFRIGERATION SYSTEMS 4 INCLUDES (2) REDUNDANT SYSTEMS 3 WAREWASHER WITH BOOSTER HEATER 1 --- 2B1 4 VAPOR EXHAUST DUCTS 2 --- 2A2 2B2 ROOF 2A2 2A1 OVERHEAD p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD 2 l o c a t i o n_ ARLINGTON, WA NOTE: THIS IS AN APPROXIMATE LOCATION FOR THE CONDENSING UNIT RACK Project No.2010.610 SYSTEM. EXACT LOCATION TBD. FOOD SERVICE EQUIPMENT PLAN 3 i s s u e d_ 4 BID SET 25 MAR 2025 3 . r e v i s i o n_ 4 4.7 5 d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE EQUIPMENT PLAN LB- 1/4" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS1.01 a l l r i g h t s r e s e r v e d (E) FENCE GATE TO REMAIN NEW FENCE AND BOLLARDS POSTS NOTE: NOTE: DRAIN LINES TO DRAIN LINES TO DRAIN OUTSIDE- DRAIN OUTSIDE- PROVIDE P-TRAP PROVIDE P-TRAP PLUMBING SCHEDULE ITEM NO. P. NO. SIZE DESCRIPTION LOCATION HEIGHT SERVICE TO : REMARKS: --- P1 --- NOT USED --- --- --- --- NOTE: 3 P2 1/2" COLD WALL 12" WAREWASHER DRAIN WATER TEMPERING KIT --- DRAIN LINE TO 3 P3 1/2" HOT WALL 12" WAREWASHER WITH BOOSTER HEATER 90 GPH DRAIN OUTSIDE- PROVIDE P-TRAP 1 10" DEEP WALK-IN FLOOR DEPRESSION- REFER TO FS-302 WALK-IN DETAILS PLUMBING NOTES FREEZER 1. THIS DRAWING IS NOT TO BE USED FOR ESTABLISHING ROUGH-IN LOCATIONS. REFER TO DIMENSIONED DRAWING PREPARED BY THE KITCHEN EQUIPMENT CONTRACTOR. COOLER 2. UNDER PLUMBING WORK OF DIVISION 22, MAKE ALL ROUGH-INS AND FINAL CONNECTIONS IN 2B2 CONFORMANCE WITH LOCAL CODES. PROVIDE SHUT-OFF VALVES WITH PERMANENT NAME TAGS IDENTIFYING SUPPLY LINES TO EACH INDIVIDUAL PIECE OF EQUIPMENT. INCLUDE TRAPS, TAIL 2B1 PIECES, AND LINE STRAINERS AS REQUIRED. 3. UNDER KITCHEN EQUIPMENT WORK OF DIVISION 11, FURNISH & INSTALL WALK-IN COLD STORAGE ROOM NOTE: 2A2 EVAPORATOR COPPER DRAIN LINES. TRAP AT OUTLET END. DRAIN LINE TO DRAIN OUTSIDE- 4. UNDER PLUMBING WORK OF DIVISION 22, FURNISH AND INSTALL ALL EQUIPMENT WASTE LINES. 2A1 PROVIDE P-TRAP 5. UNDER PLUMBING WORK OF DIVISION 22, FURNISH AND INSTALL STAINLESS STEEL ESCUTCHEON PLATES FOR ALL DRAIN LINES PENETRATING WALK-IN WALL PANELS. 6. UNDER PLUMBING WORK OF DIVISION 22, FURNISH PRESSURE REDUCING VALVE FOR WATER LINES. p r o j e c t_ MINIMUM WATER PRESSURE AT WAREWASHER SHALL BE 20 PSI. PRESIDENTS ES ENVELOPE IMPROVEMENTS 7. UNDER PLUMBING WORK OF DIVISION 22, PROVIDE 120 DEGREE HOT WATER SUPPLY AT 2 c l i e n t_ WAREWASHER AS SHOWN. ARLINGTON SD NOTE: DRAIN LINE TO 8. SEE PLUMBING AND MECHANICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. l o c a t i o n_ DRAIN OUTSIDE- ARLINGTON, WA PROVIDE P-TRAP Project No.2010.610 FOOD SERVICE PLUMBING/ PLUMBING SYMBOL LEGEND MECHANICAL/ FLOOR DEPRESSION FLOOR SINK PLAN COLD WATER HOT WATER 3 MECHANICAL NOTES M1. ONE (1) 4" X 16" EXHAUST DUCT CONNECTION AT WAREWASHER UNLOAD END. 400 CFM WITH .25" STATIC PRESSURE AT DUCT COLLAR. M2. ONE (1) 4" X 16" EXHAUST DUCT CONNECTION AT WAREWASHER LOAD END. 200 CFM WITH .25" STATIC PRESSURE AT DUCT COLLAR. EXISTING DEPRESS./MECHANICAL FLOOR SINK SYMBOL LEGEND M1 i s s u e d_ 4 P2 EXHAUST DUCTS BID SET 25 MAR 2025 P3 FLOOR DEPRESSION M2 . r e v i s i o n_ 4.7 5 d r a w n_ SRH/LB- c h e c k e d_ LB- FOOD SERVICE PLUMBING/MECHANICAL/FLOOR DEPRESSION PLAN 1/4" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS1.02 a l l r i g h t s r e s e r v e d ELECTRICAL SCHEDULE ITEM NO. E.NO. VOLTS 0 DESCRIPTION LOC'N. HEIGHT SERVICE TO : RATING REMARKS 2A1, 2A2, 2B1, 2B2 E1 208 3 J-BOX ROOF VERIFY WALK-IN REFRIGERATION RACK 111.9 AMPS TOTAL (SYSTEMS A AND B). MOPD = 60. 1 AMPS 1 E2 120 1 J-BOX CEILING --- DOOR HEATER AND HEATED THRESHOLD 50 W AT EACH DOOR 1 E3 120 1 J-BOX CEILING --- (4) WALK-IN COOLER LIGHTS 260 W 65 W EACH FIXTURE (E) FENCE GATE TO 2A1 E4 120 1 J-BOX CEILING --- WALK-IN COOLER EVAPORATOR 1. 8 AMPS SYSTEMS AR - REDUNDANT SYSTEM REMAIN 2A1 E5 120 1 J-BOX CEILING --- WALK-IN COOLER EVAPORATOR 1. 8 AMPS SYSTEMS A - MAIN SYSTEM 1 E6 120 1 J-BOX CEILING --- (9) WALK-IN FREEZER LIGHTS 585 W 65 W EACH FIXTURE NEW FENCE AND 2B1 E7 208 1 J-BOX CEILING --- WALK-IN FREEZER EVAPORATOR 15. 2 AMPS SYSTEMS B - MAIN SYSTEM BOLLARDS 1 E8 120 1 J-BOX CEILING --- WALK-IN DRAIN LINE HEATER 1 KW --- POSTS 2B2 E9 208 1 J-BOX CEILING --- WALK-IN FREEZER EVAPORATOR 15. 2 AMPS SYSTEMS BR - REDUNDANT SYSTEM --- E10 --- -- NOT USED --- --- --- --- --- --- E11 --- -- NOU USED --- --- --- --- --- 2A1 2A1 2A2 2B1 2B1 3 E12 208 3 J-BOX WALL 62" WAREWASHER (MOTORS & CONTROLS) 51. 1 AMPS INTERCONNECT TO TABLE LIMIT SWITCH 3 E13 208 3 J-BOX WALL 65" WAREWASHER (BOOSTER HEATER) 58. 5 AMPS --- S S S S J J J J J E8 E4 E5 E7 E7 ELECTRICAL SCHEDULE S S E9 J E5 J 2B2 1. THIS DRAWING IS NOT TO BE USED FOR ESTABLISHING ROUGH-IN LOCATIONS. REFER TO DIMENSIONED DRAWINGS PREPARED BY THE KITCHEN EQUIPMENT CONTRACTOR. 1 2. UNDER ELECTRICAL WORK OF DIVISION 26, PROVIDE ALL ROUGH-INS AND FINAL CONNECTIONS IN NOTE: CONFORMANCE WITH LOCAL CODES. S S E3 S S RUN CONDUIT AND CONNECT NOTE: J 4. WALK-IN COLD STORAGE ROOMS, LIGHTS, AND CEILING MOUNT EVAPORATORS ARE FURNISHED AND J E2 TO THERMOSTAT RUN CONDUIT INSTALLED UNDER KITCHEN EQUIPMENT, DIVISION 11. UNDER ELECTRICAL WORK OF DIVISION 26, FURNISH J AND CONNECT J JE2 AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING ABOVE CEILING CONCEALED FROM SIGHT. TO THERMOSTAT E3 FREEZER J E1 5. ALL EVAPORATOR MOTOR CONNECTIONS SHALL BE MADE WITH CONDUIT TO A J-BOX. PLUG-IN TYPE CONNECTIONS WILL NOT BE ACCEPTED. E6 2B2 2B2 COOLER 8. COLD STORAGE ROOM EVAPORATOR DRAIN LINE HEAT TAPE FOR ALL DRAIN LINES RUNNING THRU FREEZERS ARE TO BE FURNISHED AND INSTALLED UNDER KITCHEN EQUIPMENT, DIVISION 11. 2B1 9. REFRIGERATION LINES SHOWN ARE SCHEMATIC ONLY AND SHALL BE ADJUSTED TO FIT BUILDING CONDITIONS. 2A2 10. UNDER ELECTRICAL WORK OF DIVISION 26, PROVIDE ALL DISCONNECTS, INTERLOCKS, AND CONTACTORS REQUIRED BY LOCAL CODES. 2A2 E9 J 2A1 J E4 11. UNDER ELECTRICAL WORK OF DIVISION 26, FURNISH AND INSTALL ALL INTERCONNECTING WIRING BETWEEN S E6 S WAREWASHER CONTROL PANEL AND EXHAUST FAN FOR AUTO FAN ON/OFF DURING EQUIPMENT OPERATION. SET FAN TO CONTINUE TO RUN AN EXTRA 20 MINUTES AFTER WAREWASHER IS TURNED-OFF. E2 J E3 E2 J p r o j e c t_ J J 12. REFRIGERATION SMART DEFROST CONTROLLER, FURNISHED BY DIVISION 11, SHALL MONITOR WALK-IN PRESIDENTS ES ENVELOPE T S S T EVAPORATORS & CONDENSING UNITS. UNDER ELECTRICAL WORK OF DIVISION 26 PROVIDE POWER FROM IMPROVEMENTS S S 2 EVAPORATOR COILS USING 24V 18 GA. LOW VOLTAGE WIRING. FOR OPTIONAL MONITORING CONNECTIVITY c l i e n t_ CAT5/6e CABLE (ETHERNET) PROVIDE BY G.C. FOR INTERCONNECTIVITY TO BUILDING NETWORK SYSTEM. ARLINGTON SD 13. UNDER ELECTRICAL WORK OF DIVISION 26 RUN ALL EXPOSED CONDUIT IN STAINLESS STEEL SLEEVES. l o c a t i o n_ ARLINGTON, WA NOTE: REFER TO MECHANICAL PLAN FOR EXACT LOCATION OF CONDENSING UNITS. VERIFY Project No.2010.610 LENGTH OF REFRIGERANT LINE RUNS FOR EACH UNIT. GROUND PAD BY G.C. FOOD SERVICE SYMBOLS ELECTRICAL/ 12" X 12" PULL BOX AT HEIGHT NOTED ON PLAN. MEASURED FROM REFRIGERATION FINISHED FLOOR NOT RAISED BASES. TO C OF PB. AND FLUSH WITH FIN. WALL. USE 2" O CONDUIT, DOWN, WITHIN WALL FROM PLAN ABOVE CEILING. ALL THE ABOVE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. X REFRIGERATION LINE CONNECTION AT EVAP0RATOR BY KITCHEN EQUIPMENT CONTRACTOR REFRIGERATION SYSTEM BY KITCHEN EQUIPMENT CONTRACTOR. INSULATED REFRIGERATION LINES. RUN FROM CONDENSING UNITS AND ABOVE FINISHED CEILING BY KITCHEN EQUIPMENT CONTRACTOR CONDUIT UNDER FLOOR SIZE AS NOTED ON PLAN FROM PB IN WALL 3 CONDUIT SHALL HAVE 24" MINIMUM RADIUS BENDS. FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. BACK PRESSURE REGULATOR SUCTION LINE EXPANSION VALVE SOLENOID SHUT-OFF EVAPORATOR VALVE SIGHT GLASS DRIER/ LIQUID STRAINERLINE CONDENSING UNIT TABLE LIMIT REMOTE, NORMAL TEMP. REF'R. SCHEMATIC SWITCH - COORD. NO SCALE LOC'N. W/OWNER S INCLUDE CRANKCASE HEATERS ADD OIL SEPARATORS ALL SYSTEMS FOR ALL SYSTEMS EXPOSED TO LOW TEMPERATURE DESIGNED FOR TO FREEZING WEATHER. SYSTEMS +90 AMBIENT E12 J i s s u e d_ E13 J 4 BID SET 25 MAR 2025 ELECTRICAL SYMBOL LEGEND J-BOX (JUNCTION BOX) J . r e v i s i o n_ THERMOSTAT T 4.7 SOLENOID S MOTOR 5 SWITCH(S) S LIGHT(S) d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE ELECTRICAL AND REFRIGERATION PLAN LB- 1/4" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS1.03 a l l r i g h t s r e s e r v e d SPECIFICATIONS Outdoor combo (with floors) [D]: 48" x 78" flush model G3 self-closing cooler door Vinyl foam NSF gasket (1/16" joint thickness), Cam-lock layout #4 *** NO WOOD BACKING *** *** TAMPER-PROOF FASTENERS *** SPECIAL INSTRUCTIONS *** STAINLESS STEEL TAMPER-PROOF FASTENERS *** Standard crating *** STAINLESS STEEL FASTENERS *** *** ELECTRICAL COMPONENTS PRE-WIRED *** WALL PANELS *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** Construction: 5" high density urethane (R-40) Brand: Imperial Brown Exterior Finish: Stucco galvalume Frame: 5" high density urethane (R-40), 4-sided (6" high sill) Interior Finish: .040 stucco aluminum w/ 22 ga. stainless steel 304 #4 both sides Ceiling connections: Camlock w/ 24 ga. stainless steel 430 (magnetic) liners Floor connections: Camlock Leaf: 5" thick, 3-side lap, standard height w/ 22 ga. stainless steel 304 #4 both sides CEILING PANELS w/ Magnetic gasket Construction: 5 1/2" wood frame urethane (R-44) w/ 2 1/4" black neoprene sweep Exterior Finish: Metal (3) Component Hardware #W59 spring assisted adjustable hinge Interior Finish: .040 stucco white aluminum (1) Kason #1229 handle only Ceiling Caps: No ceiling trim (1) Kason 'PUSH' pad Live Load: 106 psf (1) Kason #1094 hydraulic door closer (polished chrome) (1) Allegis #3200CH pull handle @ int. FLOOR PANELS (1) Kason #944 deadbolt w/ re-keyable core upgrade Model: Step-In Floor panels model #SIF (2) Modularm IP-1 illuminated push button for 75LC alarm Construction: 4" high density urethane (R-32) (1) 4 1/2" surface mount analog thermometer w/ 48" capillary w/ 16 ga. smooth galvanized @ interior (1) Terminal J-Box @ int. w/ Metal @ exterior (1) 14" x 14" heated (-20F) Norfab view window (50W, 120V, 0.42A) (1) 12 ga. stainless steel 304 #2B threshold DOORS 36" high AFF .125 aluminum diamond tread kickplates (frame, ext. & int.) [A]: 48" x 78" flush model G3 self-closing freezer door 36" high AFF .125 aluminum diamond tread kickplates (leaf, ext. & int.) *** NO WOOD BACKING *** (1) Rain hood, 12" deep***for doors 48" wide and less *** STAINLESS STEEL FASTENERS *** *** ELECTRICAL COMPONENTS PRE-WIRED *** PARTS *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** (13) ea. 4' LED light fixture #LED-440079 for cooler or freezer application (65W, 120-277V, 0.6-0.3A)-(Fixture ships Brand: Imperial Brown loose for field installation.) Frame: 5" high density urethane (R-40), 4-sided (6" high sill) (2) ea. Modularm MD1 + MD2 motion sensor kit-(Ships loose for field installation) w/ 22 ga. stainless steel 304 #4 both sides (92) lin.ft. Fabricated out of .125 aluminum diamond tread w/ 24 ga. stainless steel 430 (magnetic) liners Cut and pre-drilled for field installation @ the Exterior of some wall panels 36" high wainscoting w/ 4-sided heat cable in frame [FL-4-140W] (4) ea. Nylon coil support kit (29'-5" x 3.5 ohms/ft (103 total) @ 4.8 W/ft + Pepi - 120V, 1.2A) (4) Set Escutcheon Plates (6 pieces) Leaf: 5" thick, 3-side lap, standard height (82) lf. internal roof support-Steel Post and Beam w/ 22 ga. stainless steel 304 #4 both sides (8) ea. High density urethane equipment support blocks-10" x 10" x 4" thick R-9320 blocks (R-10, 350 psi @ 2% w/ Magnetic gasket deflection) - (for post and beam) w/ 2 1/4" black neoprene sweep (4) ea. Outside corner trim w/ huggers-Trim around masonry openings (sides) (3) Component Hardware #W59 spring assisted adjustable hinge (2" x 4") x 96" x Stainless, 304 #4, 22ga. (1) Kason #1229 handle only (2) ea. Outside corner trim w/ huggers-Trim around masonry openings (tops) (1) Kason 'PUSH' pad (2" x 4") x 60" x Stainless, 304 #4, 22ga. (1) Kason #1094 hydraulic door closer (polished chrome) (1) Pkg. Sloped roof - Membrane roofing-Cut size: 45ft x 32ft - High end: 45ft side - Rise: 4 in.w/ (1) roll Duro-Blue (1) Allegis #3200CH pull handle @ int. protective film (1) Kason #944 deadbolt w/ re-keyable core upgrade (Attaches to building on 41' - 6" side of box.) [QBRCS-1159] (2) Modularm IP-1 illuminated push button for 75LC alarm (1) Pkg. Sloped roof - ISO boards-[22 AA, 22 A, 22 B, 11 C, 33 Flat] (1) 4 1/2" surface mount analog thermometer w/ 48" capillary (97) ea. Prefabricated floor seismic restraint system-Simpson Titen or similar concrete screws @ 24"o/c (1) Terminal J-Box @ int. (30) ea. Interior seismic tie-down @ ceiling level-(2" x 2") x 96" x .040 stucco white aluminum (1) Kason 1832 heated air vent, SS (23W, 120V, .2A) (2) ea. (2" x 4") x 96" x Stucco galvalume outside corner vertical closure (1) 14" x 14" heated (-20F) Norfab view window (50W, 120V, 0.42A) (2) ea. (2" x 4") x 48" x Stucco galvalume outside corner vertical closure (1) 12 ga. stainless steel 304 #2B threshold 36" high AFF .125 aluminum diamond tread kickplates (frame, ext. & int.) NOTES 36" high AFF .125 aluminum diamond tread kickplates (leaf, ext. & int.) STANDARD NOTES [B]: 36" x 78" flush model G3 self-closing freezer door To prevent condensation, a minimum 2" from the walk-in exterior surface is required. High humidity conditions may *** NO WOOD BACKING *** require force ventilation in addition to clearance. *** STAINLESS STEEL FASTENERS *** *** ELECTRICAL COMPONENTS PRE-WIRED *** Installation site floor must be true and level within 3/16" per 10' or additional costs may be incurred. *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** Brand: Imperial Brown R-Plus Doors sliding and vertical lift doors shall not be considered means of egress. Check code egress Frame: 5" high density urethane (R-40), 4-sided (6" high sill) requirements for your application. w/ 22 ga. stainless steel 304 #4 both sides w/ 24 ga. stainless steel 430 (magnetic) liners RECESSED PIT w/ 4-sided heat cable in frame [FL-4-114W] Recess plan is provided to set min. size to allow panel installation. Recess depth, concrete floor above and below (25'-5" x 5 ohms/ft (127 total) @ 4.5 W/ft + Pepi - 120V, 1A) insulation, design, reinforcement, thickness & construction of concrete should be designed by a Qualified Leaf: 5" thick, 3-side lap, standard height Professional Engineer familiar with cold storage design, the site conditions and end users application. See project w/ 22 ga. stainless steel 304 #4 both sides contract documents. All concrete and excavation work & design is by others. w/ Magnetic gasket p r o j e c t_ w/ 2 1/4" black neoprene sweep ELECTRICAL PRESIDENTS ES ENVELOPE (3) Component Hardware #W59 spring assisted adjustable hinge Field electrician to verify maximum acceptable load for light switches.If load is too high, then relay type controls 25-IB-15430-01 IMPROVEMENTS 25-IB-15430.00.01-06 (1) Kason #1229 handle only should be used. (1) Kason 'PUSH' pad After wiring devices, ALL conduits must be sealed to stop moisture transfer through electrical raceways. c l i e n t_ (1) Kason #1094 hydraulic door closer (polished chrome) Failure to seal device per NEC codes WILL VOID WARRANTY. ARLINGTON SD (1) Allegis #3200CH pull handle @ int. (1) Kason #944 deadbolt w/ re-keyable core upgrade ENGINEERING l o c a t i o n_ (1) Modularm 75LCT multi-monitor temperature alarm w/ IP-1 illuminated push button Foundation, special inspection, footings, anchor bolt embedment, edge distances and all reinforcing are to be ARLINGTON, WA (1) 4 1/2" surface mount analog thermometer w/ 48" capillary designed by a qualified professional engineer based on concrete strength and specific soil condition at the building (1) Terminal J-Box @ int. site. (1) Kason 1832 heated air vent, SS (23W, 120V, .2A) Foundation and freezer pit to be designed for loads designated on plan and/or in engineering calculations. (1) 14" x 14" heated (-20F) Norfab view window (50W, 120V, 0.42A) All foundation dimensions to be field verified. (1) 12 ga. stainless steel 304 #2B threshold All mechanical unit anchorage and support to be designed by others. Project No.2010.610 36" high AFF .125 aluminum diamond tread kickplates (frame, ext. & int.) All connectors or elements in contact with aluminum to be stainless steel (STL/STL). 36" high AFF .125 aluminum diamond tread kickplates (leaf, ext. & int.) If walk-in ceiling is suspended, existing roof structure to be designed by others for loads induced from new walk-ins FOOD SERVICE where shown on plans and/or in engineering calculations. [C]: 36" x 78" flush model G3 self-closing cooler door Walk-in is designed for code applied loads. WALK-IN BOX *** NO WOOD BACKING *** Design does not include static pressure review. *** STAINLESS STEEL FASTENERS *** Components of all doors, windows, and openings to be designed for loads induced by wind, design by others. DETAILS *** ELECTRICAL COMPONENTS PRE-WIRED *** All loads are service loads. *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** Special Inspection is required per IBC 1704 and 1707 for post installed anchor bolts (for California, follow CBC Brand: Imperial Brown 1704 and 1707). Frame: 5" high density urethane (R-40), 4-sided (6" high sill) w/ 22 ga. stainless steel 304 #4 both sides REVISIONS w/ 24 ga. stainless steel 430 (magnetic) liners 01 02/17/2025 Change floors to Model SIF in 10" recess; change exterior finish (excl. doors) to stucco galvalume. Leaf: 5" thick, 3-side lap, standard height 02 03/12/2025 Update locations of Doors [A] & [D]. Replace rain shield at [D] with rain hood. w/ 22 ga. stainless steel 304 #4 both sides 03 03/12/2025 Add vertical closures. w/ Magnetic gasket 04 03/18/2025 Update locations of Doors [B] & [C]. w/ 2 1/4" black neoprene sweep 05 03/20/2025 Update dimensions and door locations. (3) Component Hardware #W59 spring assisted adjustable hinge 06 03/21/2025 Remove sloped membrane roofing, change ceiling construction to 5" HD and update wall heights, (1) Kason #1229 handle only remove ceiling support in cooler and change to one run in freezer. (1) Kason 'PUSH' pad 07 03/24/2025 Add sloped membrane roofing, change ceiling construction to 5 1/2" WF and update wall heights, (1) Kason #1094 hydraulic door closer (polished chrome) add ceiling support in cooler and change to two runs in freezer, show gutter on Detail 1/4. (1) Allegis #3200CH pull handle @ int. (1) Kason #944 deadbolt w/ re-keyable core upgrade (1) Modularm 75LCT multi-monitor temperature alarm w/ IP-1 illuminated push button (1) 4 1/2" surface mount analog thermometer w/ 48" capillary (1) Terminal J-Box @ int. (1) 14" x 14" heated (-20F) Norfab view window (50W, 120V, 0.42A) (1) 12 ga. stainless steel 304 #2B threshold 36" high AFF .125 aluminum diamond tread kickplates (frame, ext. & int.) 36" high AFF .125 aluminum diamond tread kickplates (leaf, ext. & int.) HALLIDAY ASSOCIATES INC CAMAS, WA PRESIDENTS ELEMENTARY - ARLINGTON, WA ARLINGTON, WA - - PRELIMINARY DRAWING - Customer Note: This is a preliminary drawing only. Approving this drawing only indicates that you agree with overall dimensions and door and opening locations. Panel sizes and layout is subject to change. If "Nominal Size" has been quoted, i s s u e d_ NSF LABEL then actual dimensions may end up a bit smaller than drawn herein. Actual R N.S.F. LISTED (STD #7) dimensions will be shown on subsequent non-preliminary drawings. Should discrepencies be found between drawing and sales order, customer may be SCALE: 3/16" = 1'-0" BID SET 25 MAR 2025 COMPONENT N.S.F. GASKET @ ALL PANEL JOINTS asked to approve standard Submittal drawings. DATE DRAWN: 2/5/2025 The customer or their representative in signing these drawings is taking DATE PRINTED: 3/24/2025 responsibility for overall size and fit around building walls, columns and ceiling BY: MMC restrictions, door locations, openings for equipment supplied by others, . r e v i s i o n_ THE MINIMUM BTU'S SHOWN ARE BASED ON NSF STANDARD #7, CHK'D BY: specifications and accessories listed. SECTION 5, PARAGRAPH 5.36.7, REQUIREMENTS (REF. TABLE 1). APPROVED FOR FABRICATION WITH NO CHANGES THESE NUMBERS ARE NOT INTENDED TO BE USED FOR SIZING DRW#: 25-IB-15430-01 APPROVED FOR FABRICATION WITH CHANGES OF REFRIGERATION UNITS FOR THIS WALK-IN. THE MANUFACTURER REVISE AND RESUBMIT BOX: 1 OF 1 RECOMMENDS CONSULTING WITH A QUALIFIED ENGINEER OR SHEET: 1 OF 5 REFRIGERATION CONTRACTOR. Signature: ____________________________________________ d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE WALK-IN BOX DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS2.01 a l l r i g h t s r e s e r v e d 2 3 LOW END 2 4 4 4 19 11/16 47 47 47 47 31 5/8 47 47 47 47 47 23 C P C P C P C P C P C P C P C P C P C P C P C22 C23 C24 C25 C26 C1 C2 C3 C4 C5 C6 C7 107 15/16 C C C C C C C C C C C C P P P P P P P P P P P P C P C P C P C P C P C P C P C P C P C P C P C27 C28 C29 C30 C31 C8 C9 C10 C11 C12 C13 C14 113 1/2 SLOPE DOWN SLOPE DOWN C C C C C C C C C C C C P P P P P P P P P P P P C P C P C P C P C P C P C P C P C P C P C P C32 C33 C34 C35 C36 C15 C16 C17 C18 C19 C20 C21 113 7/16 HIGH END CEILING PANELS p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS 25-IB-15430-01 25-IB-15430.00.01-06 c l i e n t_ ARLINGTON SD l o c a t i o n_ 41'-6" [498] ARLINGTON, WA 17'-5 1/2" [209 1/2] 24'-0 1/2" [288 1/2] 96 96 96 DC 96 96 17 3/4 5 3/413 7/8 47 47 47 47 42 5/8 47 47 47 47 47 12 Project No.2010.610 5 3/4 W39 W40 W41 W42 W43 W8 W9 W10 W11 W12 W13 W14 FOOD SERVICE 15 13/16 17 13/16 W38 23 DC W15 WALK-IN BOX 47 W7 DETAILS 47 W37 96 47 W16 96 47 W6 9'-0" [108] Ceiling Support 12'-2" [146] 12'-4" [148] 47 1 TYP. W36 5 W17 47 W12 X 16# x 16'-11 1/2" [203 1/2] Self Supporting Steel Post & Beam W16 X 26# x 23'-1 1/2" [277 1/2] Self Supporting Steel Post & Beam 14 W5 T $ $ T $ $ 5 4 COOLER W/ FLOOR FREEZER W/ FLOOR C L [D] C L 47 96 68 PNL [A] W18 68 PNL A C 3 3 27'-11" [335] 3x3x1/4 H.S.S. post (typ.) 47 W19 9'-5 1/2" [113 1/2] Ceiling Support 47 47 W35 W4 HALLIDAY ASSOCIATES INC CAMAS, WA PRESIDENTS ELEMENTARY - ARLINGTON, WA ARLINGTON, WA - 58 13/16 W12 X 16# x 16'-11 1/2" [203 1/2] Self Supporting Steel Post & Beam W16 X 26# x 23'-1 1/2" [277 1/2] Self Supporting Steel Post & Beam 47 96 W20 15'-9" [189] 47 15'-7" [187] W34 47 W3 96 23 47 W2 W21 47 W33 9'-5 1/2" [113 1/2] Ceiling Support 2 DC W1 46 3/4 5 [C] 29 15/16 [B] W32 W31 W30 W29 $ W28 W27 $ W26 W25 W24 W23W22 23 3/4 13 3/4 5 3/4 47 47 43 5/8 $T 56 PNL 33 5/16 47 $T 56 PNL 47 47 47 14 13/165 3/4 T T DC i s s u e d_ C C WALL PANELS 14'-3 5/8" [171 5/8] L 37 7/8 8'-2 5/8" [98 5/8] L 15'-9 7/8" [189 7/8] Stucco galvalume BID SET 25 MAR 2025 4'-8" [56] 4'-8" [56] .040 stucco aluminum SCALE: 3/16" = 1'-0" MIN BUILDING OPENING 22 ga. stainless steel 304 #4 MIN BUILDING OPENING DATE DRAWN: 2/5/2025 DATE PRINTED: 3/24/2025 . r e v i s i o n_ B 3 BY: MMC CHK'D BY: DRW#: 25-IB-15430-01 CONSTRUCTION LEGEND: BOX: 1 OF 1 5 1/2" wood frame urethane (R-44) SHEET: 2 OF 5 5" high density urethane (R-40) 4" high density urethane (R-32) d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE WALK-IN BOX DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS2.02 a l l r i g h t s r e s e r v e d 41'-8" [500] 19 11/16 47 47 47 47 31 5/8 47 47 47 47 47 23 C P C P C P C P C P C P C P C P C P C P C P 10" x 10" x 4" thick R-9320 F1 F2 F3 F4 F5 F16 F17 F18 F19 F20 F21 F22 144 support blocks (typ.) 10 4 36 36 10 36 10 6 1/2 11 1/2 C C C C C C C C C C C C P P P P P P P P P P P P 10" RECESSED PIT 28'-1" [337] C P C P C P C P C P C P C P C P C P C P C P F6 F7 F8 F9 F10 F23 F24 F25 F26 F27 F28 F29 144 6 1/2 11 1/2 10 10 65 9/16 65 9/16 65 9/16 C C C C C C C C C C C C P P P P P P P P P P P P C P C P C P C P C P C P C P C P C P C P C P F11 F12 F13 F14 F15 F30 F31 F32 F33 F34 F35 F36 46 7/8 FLOOR PANELS PIT PLAN p r o j e c t_ PRESIDENTS ES ENVELOPE 25-IB-15430-01 IMPROVEMENTS 25-IB-15430.00.01-06 c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA Project No.2010.610 FOOD SERVICE 84" high MINIMUM 84" high MINIMUM WALK-IN BOX masonry opening masonry opening DETAILS Building Walls Backing @ int. Backing @ int. 6 1 5 (by others than IB) for strip curtain for strip curtain 4 Backing @ int. 4 for strip curtain 10 1/4 10 1/4 10 1/4 6 11/16 HV J HV J HV J LV LV T T T PB PB IP-1 7 4 IP-1 PUSH 75LCT PUSH 75LCT PUSH 102 1/2 1229 102 1/2 102 1/2 1229 1229 102 1/2 9'-8 3/4" [116 3/4] 9'-5 3/16" [113 3/16] 8'-6 1/2" [102 1/2] 8'-0 1/2" [96 1/2] A.F.F. 8'-10 3/4" [106 3/4] A.F.F. 8'-6 1/2" [102 1/2] 8'-0 1/2" [96 1/2] A.F.F. 8'-10 3/4" [106 3/4] A.F.F. [D] W32 36 Wainscoting W32 [C] [B] W23W22 W38 W37 W36 W35 W34 W33 W31 W30 W29 W28 W27 W26 W25 W24 4 4 10 PIT 10 PIT A ELEVATION 8 11 B ELEVATION 11 9 9 11 HALLIDAY ASSOCIATES INC CAMAS, WA PRESIDENTS ELEMENTARY - ARLINGTON, WA ARLINGTON, WA 4 4 4 4 4 4 - 3 3 1 5 Backing @ int. 4 for strip curtain 10 1/4 6 11/16 HV J T IP-1 IP-1 PUSH 102 1/2 1229 102 1/2 9'-5 3/16" [113 3/16] 8'-6 1/2" [102 1/2] 8'-0 1/2" [96 1/2] A.F.F. 8'-10 3/4" [106 3/4] A.F.F. i s s u e d_ W8 W5 [A] W28 W7 W6 W4 W3 W2 W1 BID SET 25 MAR 2025 SCALE: 3/16" = 1'-0" 4 DATE DRAWN: 2/5/2025 10 PIT DATE PRINTED: 3/24/2025 C ELEVATION 8 11 . r e v i s i o n_ 4 4 BY: MMC 3 CHK'D BY: DRW#: 25-IB-15430-01 BOX: 1 OF 1 SHEET: 3 OF 5 d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE WALK-IN BOX DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS2.03 a l l r i g h t s r e s e r v e d Ceiling panel Ceiling panel Camlocks @ 24" o/c 12" 1/8" Camlocks @ 24" o/c Caulk with sealant (By others than IB) Approved fastener @ 6" o/c w/ neoprene metal washer Polyurethane tapered 2" x 2" x cont. 2" x 2" x cont. .040" stucco white aluminum 1/2 Fiberboard ISO boards (4' x 4' sheets) w/ #8 x 1/2" MTHSMS @ 12" o/c @ ea. leg w/ #8 x 1/2" MTHSMS @ 12" o/c @ ea. leg Duro-Last w/ (4) ea. #8 @ splices @ ea. leg w/ (4) ea. #8 @ splices @ ea. leg Roof Cap Gutter Wall panel Wall panel (By others than IB) Building wall Termination bar Ceiling panel 1 1 1 1 1 1 1 1 1 1 Wall panel 5 5 Minimum Overlap Minimum Overlap 2" Mininum Air Gap DISCLAIMER: Gutter shown for reference only. SPLICE DETAIL SPLICE DETAIL Gutter installation to be completed in accordance with the manufacturer's installation instructions. 1 DURO-LAST ROOF CAP - SLOPED 2 CEILING TIE-DOWN 3 CEILING TIE-DOWN @ PARTITION WALL 4 Against Building 4 4 With Gutter 3/8" ID Ø x 3" OD Ø x .156" thick Galv. steel plate washers @ exterior Silicone perimeter 5/16" Ø hole @ 12" o/c 7/8" hem @ installation Shop drill for 1 11 12 TYP. for #14 x 1 1/2" PHSMS @ flanges #8 x 3/4" MTHSMS 12 o/c (TYP) 1/2 1 5 1 12 1/16 11 24 TYP. 1 65.6° 6 1/2 12 3 p r o j e c t_ 1 11 Cross bend for stiffness PRESIDENTS ES ENVELOPE 5 11 25-IB-15430-01 25-IB-15430.00.01-06 12 1 Door Frame - 1/4 1 IMPROVEMENTS c l i e n t_ SIDE VIEW FRONT VIEW 1 ARLINGTON SD l o c a t i o n_ NOTE: Wainscoting laid out to start 1/2" back ARLINGTON, WA @ interior corners and 1/8" @ exterior corners NOTE: Rain shield should be mounted @ 5 degrees to drain toward the hinge side of the door opening. Project No.2010.610 FOOD SERVICE WALK-IN BOX DETAILS Maximum load 70 lbs per rod (6) ea. 3/8" ID Ø x 3" OD Ø x .156" thick galv. steel plate washers 4 NYLON COIL SUPPORT KIT (6) ea. 3/8" Ø x 12" nylon all-thread 5 ESCUTCHEON PLATE 6 Rain Hood 7 36" HIGH WAINSCOTING (12) ea. 3/8" Ø serrated flange nuts 4 4 22 ga. Stainless Steel 304 #4 4 Finish to match door frame 4 (6) ea. 3/8" Ø nuts 6 per set EXT. INT. Wall panel Steel support EXT. INT. Wall panel HALLIDAY ASSOCIATES INC CAMAS, WA PRESIDENTS ELEMENTARY - ARLINGTON, WA ARLINGTON, WA 1 1/2 47 7/8 1 1/2 1 1/2 35 7/8 1 1/2 3/8" x 4" Simpson Titen HD anchors - 15.0° 15.0° (3" minimum embed) 1 1/4 Tension Break 1 1/4 Tension Break Wear slab Wear slab 1" Grout after installation (By others than IB) 1" Grout after installation (By others than IB) 2 2 (By others than IB) (By others than IB) 5 3/8 5 3/8 12 ga. Stainless Steel 12 ga. Stainless Steel 9 1/2 9 1/2 4 1/8 4 1/8 2 1/2 2 1/2 1 1/4 1 1/4 Tension Break Field drill & countersink (8) Tension Break Field drill & countersink (8) 6 6 5/16" holes for #14 x 1" FHSMS or 5/16" holes for #14 x 1" FHSMS or 1/4" x 2 1/4" dia. FH concrete sleeve anchors 1/4" x 2 1/4" dia. FH concrete sleeve anchors Edge of box Edge of box (CAUTION: avoid heat cable) (CAUTION: avoid heat cable) 50 7/8 38 7/8 10 Recess 10 Recess Counter sink to base angle and drill 4 4 base angle in field for anchors, NOTE: Due to construction variables NOTE: Due to construction variables free foam after inspection seal threshold/jamb joint w/ silicone seal threshold/jamb joint w/ silicone i s s u e d_ SCALE: 3/16" = 1'-0" 10" x 10" R-9320 HD 2" x 2" x 16 ga. galv. angle BID SET 25 MAR 2025 column bearing block w/ 3/8" x 4" concrete seismic screw anchor DATE DRAWN: 2/5/2025 @ 36" o/c into floor (min. embed 2 1/2") (4" min. concrete) DATE PRINTED: 3/24/2025 BY: MMC 8 FLAT THRESHOLD 9 FLAT THRESHOLD 10 4" SIF FLOOR 11 4" SIF FLOOR CHK'D BY: . r e v i s i o n_ 4 G3 Flush Door 4 G3 Flush Door 4 In Recess @ Steel Column 4 In Recessed Pit with Topping DRW#: 25-IB-15430-01 48" Doors 36" Doors BOX: 1 OF 1 SHEET: 4 OF 5 d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE WALK-IN BOX DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS2.04 a l l r i g h t s r e s e r v e d Cam joint above beam from exterior 8 Shop drill (4) 9/16" holes Walk-In Wall Panel 2 for 1/2 x 1 1/2" A307 bolts & washer 2 #8 x 1/2" MTHSMS @ 12" 2 Shop drill for #14 x 1 1/2" PHSMS Shop drill for #14 x 1 1/2" PHSMS 1 1/8 4 @ 24" o.c. (Staggered) @ 24" o.c. (Staggered) 7 1 1/8 2 5" Air Space 2 1/2 1 1/2 (VERIFY) 3/16 END POST TOP PLATE HSS 3"x3"x3/16" PL 1/2"x4"x8" Building Wall 4 2 Shop drill (4) 5/8" holes for 1/2" X 4" Titen (Min. 3" embed.) 2 OUTSIDE VERTICAL CLOSURE 4 3 5 (NTS) 8 3 3/16 1 1 END POST BASE PLATE HSS 3"x3"x3/16" PL 1/2"x 4"x8" 1 CEILING SUPPORT 5 3" interior column p r o j e c t_ 25-IB-15430-01 PRESIDENTS ES ENVELOPE 25-IB-15430.00.01-06 IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA Project No.2010.610 FOOD SERVICE WALK-IN BOX DETAILS HALLIDAY ASSOCIATES INC CAMAS, WA PRESIDENTS ELEMENTARY - ARLINGTON, WA ARLINGTON, WA - i s s u e d_ SCALE: 3/16" = 1'-0" BID SET 25 MAR 2025 DATE DRAWN: 2/5/2025 DATE PRINTED: 3/24/2025 BY: MMC CHK'D BY: . r e v i s i o n_ DRW#: 25-IB-15430-01 BOX: 1 OF 1 SHEET: 5 OF 5 d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE WALK-IN BOX DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS2.05 a l l r i g h t s r e s e r v e d POWER SUPPLY: 208-230/60/3 MOPD: 90 AMP MODEL NO. ZS2-04Z-CT3-AST OUTDOOR AIR COOLED REFRIGERATION SYSTEM ENGINEERING SUMMARY CONNECTED LOAD: 51.8 AMPS MINIMUM CIRCUIT AMPACITY: 60.1 FIXTURES CONDENSING UNIT EVAPORATOR COILS REFRIGERANT LINE TEMP °F COMPRESSOR ACCESSORIES SIZES (IN) RATING BTU CAP FAN MOTORS HEATERS REQ'D REC. TOTAL MAIN DISCONNECT (NON-FUSED) FIXTURE @ 60 HZ @ AMB °F CAP. @ 60 HZ @ 60 HZ TYPE QTY MODEL MODEL DEFROST SYSTEM SYSTEM ITEM # DESCRIPTION FIXT. SUCT. BTU/H REFRIG. R- NO. H.P. RLA V PH 90 TYPE (lbs) CONDENSER ITEM # NO. QTY RLA V PH RLA V PH DEFR. TYPE CONTROLLER CONTROLLER TSTAT SOL. VALVE EXP. VLV. SUCT. SUCT. LINE RISER LIQUID LINE RUN (FT) TYPE LOAD STAINLESS STEEL HOUSING STAINLESS STEEL LIFT-OUT LOUVERS A1 VFY W/I COOLER 35 25 22141 448A ZB21KCE 3.0 14.7 208 3 25700 Z 44.0 L5R VFY BEL0105 2 1.8/EA 115 1 O.C. ECOSMART 2 F F EF 1-1/8 7/8 1/2 100 M 14.7 ELECTRICAL CONTROL PANEL A2 VFY 100% REDUNDANCY 35 25 22141 448A ZB21KCE 3.0 208 3 25700 Z 44.0 L5R VFY BEL0105 2 1.8/EA 115 1 O.C. ECOSMART 2 F F EF 1-1/8 7/8 1/2 100 M B1 VFY W/I FREEZER -10 -20 30714 448A ZF34K5E 10.0 37.1 208 3 30100 Z 20.9 L5R VFY BEL0155 2 1.5/EA 208 1 13.7/EA 208 1 ELEC ECOSMART 2 F F EF 1-3/8 1-3/8 1/2 100 M 37.1 B2 VFY 100% REDUNDANCY -10 -20 30714 448A ZF34K5E 10.0 208 3 30100 Z 20.9 L5R VFY BEL0155 2 1.5/EA 208 1 13.7/EA 208 1 ELEC ECOSMART 2 F F EF 1-3/8 1-3/8 1/2 100 M 67" 123 1/4" 43 1/4" NOTE: · CRANKCASE HEATERS ALL EVAPORATOR COILS WILL REQUIRE A HOUSE POWER SUPPLY · FAN CYCLING SWITCH NOTE: COMPRESSOR TYPE DEFROST TYPE LINE TYPE EVAPORATOR ACCESSORIES · COATED CONDENSERS IT IS THE INSTALLING CONTRACTORS RESPONSIBILITY TO Z SCROLL O.C. OFF CYCLE M MAIN - UP TO 100' EF EEV FACTORY EQUIPPED ON EVAP · HEADMASTER CONTROLS (MED TEMP) FOLLOW ALL APPLICABLE CODES AND CURRENT REFRIGERATION H HERMETIC ELEC ELECTRIC B BRANCH - UP TO 50' TF TXV FACTORY EQUIPPED ON EVAP · 100% REDUNDANCY WITH LEAD/LAG SETUP INDUSTRY STANDARDS AND PRACTICES WHEN DETERMINING S SEMI-HERMETIC T TRUNK - UP TO 200' F FACTORY EQUIPPED ON EVAP · LEAD-LAG TO BE PROGRAMMED IN THE REDUNDANT OFF CONFIGURATION RACK WEIGHT: 2,000 LBS. LINE SIZES, AND INSTALLING AND STARTING UP RDT EQUIPMENT. D DISCUS O PROVIDED BY OTHERS L LOOSE (FIELD INSTALLATION) PLANVIEW/ CLEARANCE REQUIREMENTS SUCTION LINE VERTICAL RISE DETAIL EVAPORATOR DETAILS - MODEL BEL ZS SERIES ENGINEERING SPECIFICATIONS Multi compressor, outdoor, air cooled. The refrigeration package shall be a pre-engineered and factory-assembled unit, trade name "ZS", as manufactured by Refrigeration Design Technologies, 1808 FM Road 66, P.O. Box 622, Waxahachie, Texas 75168. Phone: (972) 937-3215; Fax: (972) 937-0970. 1. Air-Cooled Refrigeration System *Inverted Trap The RDT UL Listed "Air-Cooled" Refrigeration system shall be housed in a A weather-protected compact powder coated steel frame. The entire housing shall Liquid Line B be brushed stainless steel. The unit shall include an air-cooled aluminum fin AIR FLOW 6.13" C D 6.13" 15.38 copper tube condenser designed to operate at 15 degrees TD. The exterior housing shall feature stainless steel one piece louvers. Lifting points shall be 18" REFRIGERANT LINE integrated in the framing component. Condenser fan motors shall be mounted (REAR) STUB OUT Suction Line within the enclosure. The condenser intake surface shall be protected with AIR Slope Toward Compressor stainless steel expanded metal guard to protect against vandalism and hail 1/4" per 10' 16.44" damage. 15' 36" · Install trap every transition from Each unit shall be equipped with a ball-bearing fan motor, suction filter, sight horizontal to vertical. REFRIGERANT ELECTRICAL glass, liquid filter/drier, liquid line inlet and outlet valve, defrost cycle and high 40" "P" Trap END END pressure super-hose connections. Each unit shall be equipped with fan cycling p r o j e c t_ 12" 3" · Insulate suction lines with 3/4" controls and/or head pressure regulator where required for low ambient wall Armaflex insulation. conditions. PRESIDENTS ES ENVELOPE IMPROVEMENTS 15' · All joints brazed with minimum DIMENSIONS CONNECTIONS Approx. ELECTRICAL DATA Condensing unit shall contain scroll, hermetic, semi-hermetic, and/or discus type A AIR DEFROST A B C D (Inches) Net Wt. Qty. compressor(s) assembled to operate with the refrigerant specified for both c l i e n t_ 12" 120" 6" 15% silver content brazing rod. EC Motor Fan Amps ARLINGTON SD Size Inches Inches Inches Inches Coil Inlet Suction Drain Lbs. Motors 115V 208V medium and low temperature applications. 618" "P" Trap · Install "P" trap on suction line AIR FLOW 105 45-1/2 33-1/4 - - 1/2 OD 5/8 OD 3/4 MPT 52 2 1.8 1.0 2. Evaporator Coils 36" ELECTRICAL every 15' vertical rise. l o c a t i o n_ A. Evaporator coils shall be direct expansion type fabricated of copper tubes CONNECTION 1 15' with aluminum fins. ARLINGTON, WA 158" 4 x Ø 2" · Not to exceed 45' vertically over B. All evaporator coils shall be provided with solenoid valve, thermostatic or DETAIL A Liquid Line all. DIMENSIONS CONNECTIONS Approx. ELECTRICAL DATA electronic expansion valve and thermostat. SCALE 1/2:1 ELECTRIC A B C D (Inches) Net Wt. Qty. EC Motor Heater Amps as wired for Suction Line "P" Trap · *If compressor is above the DEFROST Inches Inches Inches Inches Coil Inlet Suction Drain Lbs. Motors Fan Amps 208-230/60/1 208-230/60/3 460/60/1 3. Pre-Piping NOTE: MINIMUM CLEARANCE REQUIRED FOR PROPER OPERATION evaporator, Install inverted trap All refrigerant lines shall be extended to outside of the housing in a neat and Project No.2010.610 on top of the rise to prevent oil 155 61-1/2 49-1/4 - - 1/2 OD 1-1/8 OD 3/4 MPT 78 3 1.5 13.7 8.5 6.8 orderly manner. All tubing shall be securely supported and anchored with NOTE: ROOF CURB OR GROUND PAD CAN BE SAME SIZE AS OUTDOOR UNIT from seeping down when non-corrosive coated clamps. fixture(s) is turned off. FOOD SERVICE All joints must be brazed, not soldered. REFRIGERATION All piping and controls shall be factory pressure-tested with dry nitrogen. 4. Control Panel DETAILS The package shall have a factory-mounted and pre-wired control panel, with main disconnect (non fused) where required, circuit breakers, contactors wired for single point power connection. EVAPORATOR MOUNTING DETAIL (TYPICAL) EVAPORATOR PLACEMENT & CLEARANCE REQUIREMENTS WIRING DIAGRAM - ECO-SMART - AKOA*AE WIRING DIAGRAM - ECO-SMART - AKOB*EE General Information LOW PROFILE EVAPORATOR COILS DEMAND DEFROST CONTROLLER REFRIGERATION NETWORK SWITCH DEMAND DEFROST CONTROLLER REFRIGERATION NETWORK SWITCH Contractors shall verify all dimensions onsite and coordinate with other trades. TABLE(S) FOR WALK-IN COOLER WITH MULTIPLE COILS TABLE(S) FOR WALK-IN FREEZER WITH MULTIPLE COILS INSULATED SUCTION LINE LIQUID LINE (I.E. - BEL) 115/60/1 SWITCH B General contractor shall prepare the platform, curbed openings and SWITCH A 208-230/60/1 weatherproofing the unit after installation. PORT # ITEM DESCRIPTION COIL # *REFERENCE ENGINEERING SUMMARY FOR COIL AMP DRAW. PORT # ITEM DESCRIPTION COIL # *REFERENCE ENGINEERING SUMMARY FOR COIL AMP DRAW. DISTANCE 1 A1 W/I COOLER 1 SYS DESCRIPTION VOLTAGE 1 B1 W/I FREEZER 1 SYS DESCRIPTION VOLTAGE FROM WALL B1 W/I FREEZER 208/1 2 B1 W/I FREEZER 2 Refrigeration Contractor A1 W/I COOLER 115/1 2 A1 W/I COOLER 2 EVAPORATOR 3 A2 W/I COOLER 1 B1 W/I FREEZER 208/1 3 B2 W/I FREEZER 1 All copper tubing to be refrigerant grade. A.C.R. or type "L". A1 W/I COOLER 115/1 MOUNTED COIL B2 W/I FREEZER 208/1 4 B2 W/I FREEZER 2 WITH NYLON AIR FLOW A2 W/I COOLER 115/1 4 A2 W/I COOLER 2 B2 W/I FREEZER 208/1 5 Brazing should be used for all refrigerant piping. Silver solder or soft solder is not ALL-THREAD AND A2 W/I COOLER 115/1 5 1-1/3*H 6 acceptable. STAINLESS 6 STEEL NUTS AND 7 7 WASHERS COPPER UNION AIR FLOW AIR FLOW 8 - LAN IF REQUIRED - All piping to be pressure tested with nitrogen at 300 psi. After the condensing 1-1/3*H 1-1/3*H 8 - LAN IF REQUIRED - unit and coil have been connected the balance of the system shall be leak tested 208-230V/1PH/60HZ 120V/1PH/60HZ SUPPLIED BY HOUSE with the valves open at 200 psi. ALL DRAIN LINES REQUIRE A SUPPLIED BY HOUSE L1 L2 G MINIMUM OF 1/4" FALL PER FT. H N G The complete system shall be evacuated with a vacuum pump. Each unit should be charged tested and adjusted to assure operation. PLAN VIEW NOTE: H = TOTAL HEIGHT Contractor should provide and install the drain-line heater in freezer. Heater SUPPLIED BY HOUSE 2 POLE GROUND SUPPLIED BY HOUSE SINGLE EVAPORATOR OF THE EVAP. COIL DISCONNECT SWITCH shall be connected by electrical contractor. Seal all penetrations through the 120V POWER OUTLET PORTS FOR (LOCATED ON COIL) 120V POWER OUTLET PORTS FOR walk-in units with foam. VISUAL ONLY. SEE VISUAL ONLY. SEE COPPER DRAIN LINE DISCONNECT SWITCH GROUND SWITCH REFRIGERATION REFRIGERATION (LOCATED ON COIL) NETWORK SWITCH SWITCH NETWORK SWITCH PROVIDED BY RDT TABLE(S) FOR PROVIDED BY RDT TABLE(S) FOR Electrical Contractor PORT/COIL PORT/COIL ASSIGNMENT ASSIGNMENT Electrical contractor to provide power for refrigeration package and connect FOR OPTIONAL MONITORING Note: Each evaporator equipped with a controller provided FOR OPTIONAL MONITORING control and defrost system as called for in the wiring diagram. INSULATED WALL CONNECTIVITY pre-mounted to housing of evaporator assembly. CONNECTIVITY CAT5/6e CABLE (ETHERNET) CAT5/6e CABLE (ETHERNET) Note: Each evaporator equipped with a controller provided PROVIDED BY G.C. FOR PROVIDED BY G.C. FOR Electrical contractor to connect drain-line heater in the freezer. pre-mounted to housing of evaporator assembly. INTERCONNECTIVITY TO BUILDING Wiring Schedule for Electrical Contractor Requirements: INTERCONNECTIVITY TO BUILDING 1-1/3*H 1-1/3*H NETWORK SYSTEM NETWORK SYSTEM All electrical wiring and installation shall be in accordance with the wiring INVERTED TRAP Wiring Schedule for Electrical Contractor Requirements: EACH COIL REQUIRES COIL MODEL DISTANCE FROM WALL (TERMINATED 1" (3) 208V (AWG SIZE ACCORDING TO HEATER LOAD diagram and local codes. Seal all penetrations through the walk-in units with ABOVE FLOOR 1-1/3*H AIR FLOW AIR FLOW 3 x H AIR FLOW AIR FLOW 1-1/3*H AND LOCAL CODE) TO PROVIDE HOUSE POWER TO foam. BEL 1-1/3*H EACH COIL REQUIRES SINK) THE COIL (L1, L2 AND GROUND) (3) 115V 12AWG MIN. TO PROVIDE HOUSE POWER TO BEM/BEH 1/2 * W THE COIL (HOT, NEUTRAL, GROUND) ALL COILS IN THE SAME ROOM MUST BE BONDED TO Plumbing Contractor 8" A.F.F. ALL COILS IN THE SAME ROOM MUST BE BONDED TO EACH OTHER AND CONNECTED TO DATA SWITCH Plumbing contractor to provide copper drain lines for walk-in refrigerator and PLAN VIEW EACH OTHER AND CONNECTED TO DATA SWITCH CAT5/6e CABLE (ETHERNET) CAT5/6e CABLE (ETHERNET) CAT5/6e CABLE (ETHERNET) CAT5/6e CABLE (ETHERNET) freezer, pitched 1/4" per foot of run. Trap drain-line outside of refrigerated space PROVIDED BY G.C. FOR PROVIDED BY G.C. FOR FACTORY WIRING PROVIDED BY G.C. FOR PROVIDED BY G.C. FOR to avoid entrance of warm, moist air. FACTORY WIRING INTERCONNECTIVITY FROM INTERCONNECTIVITY FROM FIELD WIRING INTERCONNECTIVITY FROM INTERCONNECTIVITY FROM MULTIPLE EVAPORATORS CONTROLLER TO SWITCH CONTROLLER TO SWITCH CONTROLLER TO SWITCH CONTROLLER TO SWITCH FIELD WIRING All plumbing installation shall be in accordance with local codes. No. Revision/Issue Date Project No: APPROVAL STATUS Consultant: THIS DRAWING REPRESENTS OUR 0 ORIGINAL ISSUE 02-05-25 31519 UNDERSTANDING OF THE SPECIFICATIONS. Halliday Associates, Inc. PLEASE REVIEW IT CAREFULLY FOR 1 REVISED TO ADD REDUNDANCY 02-06-25 Sheet i s s u e d_ ACCURACY. CLEARLY AND IN DETAIL NOTE NOTICE Camas, WA CHANGES REQUIRED. 2 REVISED LEAD LAG CONFIGURATION; UPDATED ELECTRICAL LOAD 03-11-25 Designed By: BID SET 25 MAR 2025 THIS DRAWING BEING AN INSTRUMENT OF MARK APPROPRIATE BOX, SIGN, AND DATE BELOW. SERVICE IS AND WILL REMAIN PROPERTY Presidents Elementary School OF REFRIGERATION DESIGN C. Pieterse APPROVED FOR FABRICATION TECHNOLOGIES AND CANNOT BE USED NO CHANGES WITHOUT WRITTEN AUTHORIZATION. 1808 FM Road 66 / P.O. Box 622 Dealer APPROVED FOR FABRICATION Arlington, WA . r e v i s i o n_ Waxahachie, Texas 1.1 WITH CHANGES NOTED REVISE AND RE-SUBMIT - Drawn By: DRAWING (800) 736-9518 of sheets www.rdtonline.com - C. Pieterse BY: DATE: d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE REFRIGERATION DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS3.01 a l l r i g h t s r e s e r v e d 4" URETHANE CEILING SEISMIC 4" URETHANE CEILING PANEL TIE DOWN - TYP. CEILING PANEL CEILING SEISMIC TIE DOWN - TYP. EXTERIOR INTERIOR 4" URETHANE INSULATION EXTERIOR INTERIOR DOOR 6" HIGH LEAF JAMB & SILL HEATER COUNTER SINK TO BASE ANGLE AND CAM-LOCK FLOORING AND COVE BASE - @ FZR. - 1/8" S.S. DRILL BASE ANGLE IN FIELD FOR SCREED SEE ARCHITECTURAL FLOOR THRESHOLD ANCHORS, FREE FOAM AFTER CONCRETE TOPPPING SLAB WITH 6" X CONCRETE TOPPPING SLAB WITH 6" X INSPECTION 6" W2.9XW2.9 WELDED WIRE FABRIC 6" W2.9XW2.9 WELDED WIRE FABRIC REINFORCING BY G.C. REINFORCING BY G.C. 6" 6" 10" RECESS 10" RECESS 4" 4" 4" URETHANE PRE-FAB FLOOR PANEL 4" URETHANE PRE-FAB FLOOR PANEL 2" GROUT AFTER 2" GROUT AFTER INSTALLATION BY 2" X 2" X 16 GA. GALV. ANGLE WITH 3/8" X 4" INSTALLATION BY G.C. 2" X 2" X 16 GA. GALV. ANGLE WITH 3/8" X 4" G.C. CONCRETE SEISMIC SCREW ANCHOR @ 36" CONCRETE SEISMIC SCREW ANCHOR @ 36" O/C INTO FLOOR (MIN. EMBED 2-1/2") (4" MIN. O/C INTO FLOOR (MIN. EMBED 2-1/2") (4" MIN. CONCRETE) CONCRETE) DOOR/FLOOR SECTION WALL/FLOOR SECTION A NO SCALE B NO SCALE TOP RAIL TYPICAL CLOSURE MATCHING METAL 1 1/2" UP1 1 1/2" PANEL CLOSURE PANEL 15.0° 1 1/4" UP4 TENSION BREAK 2" 3"x3" CORNER TOP OF COLD CLOSURE PANEL STORAGE ROOM UP2 UP5 p r o j e c t_ WALK-IN NOTES PRESIDENTS ES ENVELOPE 1 1/4" IMPROVEMENTS TENSION BREAK c l i e n t_ 4 1/8" 2 1/2" ARLINGTON SD 1. REFER TO ARCHITECTURAL FINISH SCHEDULE FOR FINISHED FLOOR MATERIAL AT INTERIOR AND EXTERIOR OF WALK-IN COLD STORAGE ROOMS. FIELD DRILL & COUNTERSINK EDGE OF BOX l o c a t i o n_ ARLINGTON, WA (8) 5/16" HOLES FOR #14 X 1" BOTTOM 2. WALL, CEILING, AND DOOR INSULATION SHALL BE AT LEAST R-25 FOR COOLERS AND R-32 FOR FREEZERS. FREEZER FLOOR FHSMS OR 1/4"X2 1/4" DIA. FH RAIL INSULATION SHALL BE AT LEAST R-28. NOTE: SPECIFIED 4" INSULATED WALL PANELS ARE TO HAVE AN R-VALUE OF 8.06 PER INCH CONCRETE SLEEVE ANCHORS CORNER OF WITH A TOTAL MINIMUM 32.26 R VALUE. (CAUTION:AVOID HEAT CABLE) Project No.2010.610 C.S. ROOM UP3 FOOD SERVICE WALK-IN DETAILS NOTE: DUE TO CONSTRUCTION VARIABLES SEAL THRESHOLD/ JAMB W/SILICONE FRONT ELEVATION SECTION CLOSURE PANEL DETAILS THRESHOLD DETAILS C NO SCALE D NO SCALE 3"x3" ALUMINUM PLATE WITH TINNERMAN NUT RETAINER W-10 1/2" NYLON ALL THREAD ROD (FURNISH 8" LONG) TYP. EACH HANGER EACH ROD NUT AND RETAINER 3"x3" ALUMINUM PLATE SEALANT WALL OR FINISHED FACE OF CEILING PANEL BUILDING WALL EACH TRADE SHALL CUT REFRIG. WALL 4" NEAT HOLE IN BLANK TO PLUMBING, ACCOMODATE UTILITY LINE REFRIGERATION OR ELECTRICAL COIL FRAME LINE ROOF PANEL BUILDING WALL NUT & WASHER ZINC PLATED 1 SET 4 1/2" NYLON ALL EACH TRADE URETHANE TAPE 4 NUT WITH RETAINER 5"0 BLANK SHALL SEAL COIL 4 ALUM PLATE S/S ESCUTCHEONS OWN MATCHING VERTICAL THREAD ROD (8"LONG) NO.W-12 PENETRATION i s s u e d_ TRIM ANGLE 4 NUT & WASHER STAINLESS STEEL BID SET 25 MAR 2025 TRIM DETAIL SHEET METAL SCREWS RODS WASHER NUTS & ALUMINUM PLATES WITH NUT RETAINER HALF SHALL BE SIGNED OVER TO JOB SUPERINTENDENT. ACTUAL INSTALLATION OF PARTS SHALL BE RESPONSIBILITY OF THE . r e v i s i o n_ MECHANICAL REFRIGERATION CONTRACTOR. VERITCAL TRIM MOULDING DETAIL NYLON ROD COIL HANGER DETAIL TYPICAL ESCUTCHEON DETAIL E NO SCALE F NO SCALE G NO SCALE d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE WALK-IN DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS3.02 a l l r i g h t s r e s e r v e d EXHAUST FAN SCHEDULE MECHANICAL LEGEND UNIT PERFORMANCE CONTROLLED BY OR MOTOR ELECTRICAL STARTER DISCONNECT WEIGHT MFR. MODEL LOCATION CONFIGURATION AREA SERVED REMARKS NO CFM EX. S.P. RPM INTERLOCKED WITH HP BHP MCA MOP VOLTS Ø FURN. BY FURN. BY (LBS) HVAC KEF-3 GREENHECK G-99-VG ROOF DOWNBLAST KITCHEN 600 0.7 1394 WALL SWITCH 1/4 0.13 4.8 15 120 1 EC EC 100 1 2 3 SYMBOL DESCRIPTION SYMBOL DESCRIPTION SUPPLY DUCT UP FLEXIBLE DUCT NOTES FOR EXHAUST FAN SCHEDULE SUPPLY DUCT DOWN VOLUME DAMPER (VD) 1 ALL EXHAUST FANS TO BE WIRED FROM MOTOR TO BOX ON EXTERIOR OF FAN ENCLOSURE. RETURN, RELIEF, TRANSFER, OSA DUCT UP M MOTORIZED DAMPER 2 PROVIDE WITH EC MOTOR. RETURN, RELIEF, TRANSFER, OSA DUCT DOWN CEILING RADIANT FIRE DAMPER 3 SPEED CONTROL TO BE FACTORY WIRE TO THE INSIDE HOUSING OF ROOFTOP FANS. EXHAUST DUCT UP FIRE DAMPER EXHAUST DUCT DOWN COMBINATION FIRE/SMOKE DAMPER RECTANGULAR DUCT SQUARE ELBOW UP FLEXIBLE CONNECTION (DUCT) RECTANGULAR DUCT, RADIUS ELBOW UP TURNING VANES (TV) NOTES RECTANGULAR DUCT, SQUARE ELBOW DOWN BACKDRAFT DAMPER (BD) WAREWASHER W/ BUILT-IN 1. PROVIDE WITH 14" TALL(MINIMUM) CURB. BOOSTER HEATER. ROUTE DRAIN RECTANGULAR DUCT, RADIUS ELBOW DOWN T THERMOSTAT (T'STAT) AND PRESSURE RELIEF VALVE EXHAUST FAN THERMOSTAT WITH GUARD OR FLAT PLATE 2. COORDINATE WITH ELECTRICAL CONTRACTOR PIPING TO THE FLOOR SINK. ROUND DUCT ELBOW UP T G SEE SPECIFICATIONS AND GENERAL CONTRACTOR FOR INSTALLATION RUBBER CURB SEAL OF FLEXIBLE CONDUIT TO ALLOW FOR FAN TO BE 1/2" CW CONNECTION TO ROUND DUCT ELBOW DOWN H HUMIDISTAT (H'STAT) HINGED OPEN. DISHWASHER FROM ADJACENT SINK. NEW WATER HAMMER CEILING AIR TERMINAL - SQUARE PS SPACE PRESSURE SENSOR ARRESTOR CEILING AIR TERMINAL - ROUND C02 CARBON DIOXIDE SENSOR PRV (E), SET TO 30 PSI 12 X 12 CD AIR TERMINAL SIZE, TYPE & CFM XØ ROUND DUCT 300 CFM FLASH AND SEAL PER ARCHITECTURAL PLANS, X/X SQUARE DUCT X/XØ OVAL DUCT T SEE DETAIL 6 ON SHEET A4.12. 1/2" 120° PLUMBING/HYDRONIC HW (E) RPBP (E) SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1/2" HW CONNECTION FLOOR TO DISHWASHER STM STEAM DOMESTIC COLD WATER (CW) MOTORIZED DAMPER WITH COND CONDENSER SUPPLY DOMESTIC HOT WATER (HW) AIRFOIL BLADES ACTUATOR. FLOOR SINK (E) CR CONDENSER RETURN DOMESTIC HOT WATER CIRCULATING (HWC) PROVIDE WITH DUCT ACCESS DOOR. CWS CHILLED WATER SUPPLY W SOIL, WASTE (S, W) CWR CHILLED WATER RETURN VENT (V), OR HIDDEN BELOW WASTE 3/19/2025 HWS HOT WATER SUPPLY G NATURAL GAS PIPING TYPICAL ROOF MOUNT EXHAUST FAN INSTALLATION DETAIL KITCHEN DISHWASHER PIPING DIAGRAM HWR HOT WATER RETURN R REFRIGERANT PIPING 1 1 2 SCALE: DIAGRAMMATIC SCALE: DIAGRAMMATIC E EXISTING PIPING WASTE OR VENT UP GATE VALVE (GV) WALL CLEANOUT p r o j e c t_ EXISTING 8"x8" OPENING TO BE TO KEF-3 PRESIDENTS ES ENVELOPE EXPANDED FOR NEW DUCT ON ROOF GLOBE VALVE FLUSH CLEANOUT (FCO/SCO) IMPROVEMENTS MECH. ATTIC c l i e n t_ FLOOR BUTTERFLY VALVE CLEAN OUT (CO) ARLINGTON SD PRESSURE REDUCING VALVE (PRV) IN LINE WASTE CONNECTION l o c a t i o n_ ARLINGTON, WA 14/8 PROVIDE BACKING BLOCK CHECK VALVE (CV) P-TRAP 1/8" LOCKING WASHER (TYP.) FLOW CONTROL VALVE BRANCH PIPE DOWN BOLT WITH Project No.2010.610 DOUBLE NUT TEMP./PRESS. RELIEF VALVE (T&PRV) BRANCH PIPE UP MECHANICAL DOUBLE NUT BALL VALVE TEE & UP LEGEND, ALL THREAD ACT CEILING HANGER RODS BALANCING COCK (BC) TEE SCHEDULES AND 14/6, BRACE TO WALL DOUBLE NUT 2-WAY CONTROL VALVE ELBOWS, 90° & 45° DETAILS AS REQUIRED STANDARD CLEVIS 14/6, BRACE TO WALL 3-WAY CONTROL VALVE CAP ASSEMBLY AS REQUIRED PIPING 4-WAY CONTROL VALVE PUMP PIPING INSERT PIPE DOWN WALL HYDRANT PER SPEC. T PIPE UP THERMOMETER P BRANCH-TOP CONNECTION PRESSURE GAGE GALV. METAL SADDLE BRANCH-BOTTOM CONNECTION FLOOR DRAIN DISHWASHER AT WOOD TRUSS AT METAL TRUSS BRANCH-SIDE CONNECTION FLOOR FUNNEL DRAIN FLOW DIRECTION CROSSING LINES, NON CONNECTING OR VALVE IN RISER / DROP PIPE CONTINUATION PIPE ANCHOR TRAP PRIMER WITH ACCESS PANEL PIPE GUIDE GAS COCK FLEXIBLE CONNECTION (PIPE) FLOOR SINK REDUCER (E) EXISTING EQUIPMENT/DEVICE DISHWASHER HOOD INSTALLATION DETAIL PIPE HANGER DETAIL 3 4 STRAINER MC MECHANICAL CONTRACTOR SCALE: NOT TO SCALE SCALE: DIAGRAMMATIC UNION EC ELECTRICAL CONTRACTOR FIRE HYDRANT (FH) GC GENERAL CONTRACTOR THRUST BLOCK (TB) POC POINT OF CONNECTION VACUUM BREAKER BFF BELOW FINISHED FLOOR i s s u e d_ BID SET 25 MAR 2025 DRAIN VALVE AFF ABOVE FINISHED FLOOR NOTES FOR MECHANICAL LEGEND SCHEDULE. . r e v i s i o n_ 1 SINGLE LINE INDICATED ON PLANS DESIGNATES THE PROPOSED ROUTING FOR THE REFRIGERATION PIPING BETWEEN THE INDOOR AND OUTDOOR UNITS. THAT SINGLE LINE REPRESENTS ALL THE REQUIRED PIPING RUNS REQUIRED FOR THE SYSTEM DESIGNED. d r a w n_ JJ c h e c k e d_ SZ s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 12/19/2024 8:44:41 AM M1.01 a l l r i g h t s r e s e r v e d COOLER FREEZER 1 1 1 1 1 KEF 3 6 1 8/8 EXHAUST DUCT DOWN 2 3 HW_SIZE TO DISHWASHER HOOD 4 HW_SIZE 14/8 UP 3/19/2025 2 5 p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD Scale: 1/8" = 1'-0" 1 Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 4 l o c a t i o n_ ARLINGTON, WA Project No.2010.610 MECHANICAL AND K L M N P Q R S FIRE PROTECTION DEMO AND NEW PLANS MECH. GENERAL NOTES FIRE PROTECTION GENERAL NOTES 1. ALL ITEMS SHOWN DARK AND DASHED ARE TO BE 1. THE FIRE SPRINKLER CONTRACTOR SHALL PERFORM THE K.2 K.3 REMOVED DURING DEMOLITION. ALL ITEMS SHOWN LIGHT REMOVAL OF THE EXISTING EXPOSED DRY SYSTEM ARE EXISTING TO REMAIN. SYSTEM WITHIN THE EXISTING COOLER AND FREEZER. AFTER THE NEW LARGER COOLER AND FREEZER ARE MECH. DEMOLITION NOTES CONSTRUCTED, THE CONTRACTOR SHALL EXTEND THE EXISTING DRY SYSTEM THROUGHOUT THE NEW COOLER 1 DEMOLISH EXISTING DISHWASHER EXHAUST FAN AND AND FREEZER WITH NEW EXPOSED PIPING AND UPRIGHT DUCTWORK. CAP DUCT AT CONNECTION TO THE SPRINKLERS. EXHAUST LOUVER. 1 2. FIRE SPRINKLER DESIGN, INCLUDING DRAWINGS AND 2 DEMOLISH DISHWASHER HOOD AND DUCT. HYDRAULIC CALCULATIONS, SHALL BE PERFORMED IN ACCORDANCE WITH NFPA #13 AND CITY OF OLYMPIA. 3 DEMOLISH DISHWASHER AND ALL APPURTENANCES. CITY OF ARLINGTON FIRE SPRINKLER PERMIT AND MAINTAIN PIPING AND DEVICES INDICATED ON DETAL 2 INSPECTION SHALL BE OBTAINED BY THE FIRE ON M1.01 FOR RECONNECTION TO NEW DISHWASHER. SPRINKLER CONTRACTOR. MECH. CONSTRUCTION NOTES 3. THE NEW ATTIC TO BE CONSTRUCTED OF STEEL WITH FIRE RETARDANT-TREATED PLYWOOD - NO SPRINKLER 1 PROVIDE NEW DUCT CONNECTION AS SHOWN ON DETAIL PROTECTION REQUIRED WITHIN. 3 ON SHEET M1.01. 4. IF NEW WORK REQUIRES RELOCATING ANY AUXILIARY 2 14/8 EXHAUST DUCT UP TO KEF-3 ON ROOF AND DOWN DRAINS OR INSPECTOR'S TEST, THAT WORK SHALL ALSO 2 TO DISHWASHER. ENLARGE EXISTING FLOOR OPENING BE INCLUDED. AS REQUIRED FOR LARGER DUCT. 5. NEW SPRINKLERS SHALL BE NICKEL-TEFLON FINISH. 3 INSTALL FAN PER DETAIL 1 ON SHEET M1.01. 6. HEAD-GUARDS SHALL BE INSTALLED ON ALL SPRINKLERS. 4 NEW DISHWASHER, PROVIDE 12"HW, 12"CW, AND 1 12" HEAD GUARDS SHALL BE LISTED FOR USE ON THE SPRINKLER BEING UTILIZED. DRAIN CONNECTIONS AS SHOWN ON DETAIL 2, SHEET i s s u e d_ M1.01. BID SET 25 MAR 2025 5 BALANCE LOAD END TO 200 CFM. 3 FIRE PROTECTION DEMOLITION NOTES 6 BALANCE UNLOAD END TO 400 CFM. 1 THE FIRE SPRINKLER CONTRACTOR SHALL DEMO AND REMOVE ALL EXISTING FIRE SPRINKLER SYSTEM PIPING . r e v i s i o n_ AND APPURTENANCES WITHIN THE EXISTING COOLER AND FREEZER. THE REMAINING PORTION OF THE EXISTING DRY SYSTEM SHALL BE CAPPED AND THE SYSTEM PLACED BACK INTO SERVICE. FIRE PROTECTION CONSTRUCTION NOTES 1 THE FIRE SPRINKLER CONTRACTOR SHALL EXTEND KEF THE EXISTING DRY SYSTEM THROUGHOUT THE NEW 3 3 4 COOLER AND FREEZER. SEAL ALL SPRINKLER PIPE PENETRATIONS. d r a w n_ JJ 5 c h e c k e d_ SZ 5 s h e e t_ Scale: 1/8" = 1'-0" ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 12/19/2024 8:44:41 AM M2.01 a l l r i g h t s r e s e r v e d GENERAL NOTES (APPLY TO ALL SHEETS) 1. SEE EACH SHEET FOR ADDITIONAL GENERAL NOTES THAT ARE SPECIFIC TO AN AREA OR SHEET. 2. THE CONTRACTOR/INSTALLING VENDOR IS RESPONSIBLE TO VERIFY ALL WALL TYPES AND CABLE ROUTING AND ALL WORK REQUIRED TO FACILITATE A COMPLETE AND FULLY FUNCTIONAL SYSTEM. 3. PANEL DESIGNATIONS AND CIRCUIT NUMBERS ARE ONLY INDICATED ON THE DRAWINGS FOR REFERENCE BY THE ELECTRICAL CONTRACTOR. THE E.C. IS RESPONSIBLE TO PROVIDE ALL CONDUIT, WIRING, JUNCTION BOXES AND MISCELLANEOUS ACCESSORIES TO ACCOMMODATE INSTALLATION AND CONNECTION OF ALL DEVICES INDICATED ON THE CONTRACT DOCUMENTS. ALL WIRING HOMERUNS SHALL BE IN HARD CONDUIT BACK TO THE DESIGNATED PANELBOARD. ALL SYMBOL DESCRIPTION JUNCTION BOXES SHALL BE LABELED IDENTIFYING THE PANELBOARD AND CIRCUIT CONTAINED WITHIN. THERE SHALL BE NO MORE THAN (3) CIRCUITS PER HOMERUN. MULTI-WIRE CIRCUITS ARE NOT ALLOWED. EACH CIRCUIT SHALL CONTAIN A DEDICATED NEUTRAL UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER. ALL WIRING SHALL BE SIZED ACCORDING TO THE AMPACITY OF THE CIRCUIT BREAKER INDICATED ON THE PANEL SCHEDULE. ALL CONDUITS SHALL BE SIZED PER NEC CODE BASED ON THE CONDUCTOR SIZE, TYPE, QUANTITY AND MINIMUM FILL REQUIREMENTS. CIRCUITS OVER 120' SHALL BE UPSIZED ONE J JUNCTION BOX - SIZE PER CODE WIRE SIZE TO ACCOUNT FOR VOLTAGE DROP. E.C. IS RESPONSIBLE TO SHOW ALL JUNCTION BOX LOCATIONS, CONDUIT ROUTING AND HOMERUNS ON THE OF AS-BUILT DRAWINGS. MANUAL STARTER M FUSED DISCONNECT SWITCH 4. ALL TYPICAL DEVICES SHALL BE MOUNTED AT CONSISTENT LOCATIONS AND HEIGHTS THROUGHOUT THIS PROJECT, UNLESS NOTED OTHERWISE. MANUAL DISCONNECT SWITCH 5. GROUNDING SHALL CONFORM TO NEC 250. RACEWAY CONCEALED IN WALL OR CEILING 6. PAINT, PATCH AND SEAL ALL PENETRATIONS TO MATCH ADJACENT WALL. FLEXIBLE CONDUIT EXISTING PANELBOARD TO BE RETAINED GENERAL DEMOLITION NOTES (APPLY TO ALL SHEETS) G DUPLEX RECEPTACLE (G INDICATES GROUND FAULT CIRCUIT INTERRUPTER) 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS/HER BID ALL COSTS ASSOCIATED WITH NECESSARY DEMOLITION TO ALLOW NEW CONSTRUCTION SHOWN IN CONTRACT DOCUMENTS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, LIGHTING FIXTURES, DEVICES, ABANDONED RACEWAYS, CONDUCTORS, TOGETHER WITH ANY AUXILIARY ITEMS TO ALLOW NEW CONSTRUCTION AND FINISH TO OCCUR 1 CONSTRUCTION NOTES AS COMPLIMENTED BY THE CONTRACT DOCUMENTS. DASHED LINES INDICATE EXISTING DEVICES AND EQUIPMENT TO BE REMOVED. 1 DEMOLITION NOTES 2. THESE PLANS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIAL. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREAS AND LIMITS OF WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THERE AND W W INDICATES WEATHERPROOF FOR ALL DEVICES, PROVIDE LOCKING COVER ON RECEPTACLES. SHALL NOT RELY SOLELY ON REVIEW OF THE BIDDING DOCUMENTS IN DETERMINING THE EXTENT OF DEMOLITION WORK REQUIRED. COORDINATION OF THESE DRAWINGS WITH REQUIREMENTS FOR CONTRACT WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DISCREPANCIES BETWEEN OR WITHIN THE CONTRACT ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINED DOCUMENTS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL PROVIDE CLARITY SKETCHES, DIAGRAMS, AND FIELD DIMENSIONS OF EXISTING CONDITIONS AT THE REQUEST OF THE ENGINEER IR/WHEN CONFLICTS ARE IDENTIFIED. ALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED 3. E.C. TO REMOVE ELECTRICAL CONNECTIONS TO ALL MECHANICAL EQUIPMENT TO BE DEMOLISHED. E.C. SHALL CHECK ALL DEMOLITION PLANS AND ACTUAL FIELD CONDITIONS FOR UNIT LOCATIONS. COORDINATE WORK WITH MECHANICAL CONTRACTOR. ALL CONDUITS PENETRATING THROUGH THE ROOF AND AH1 MECHANICAL EQUIPMENT CONNECTION ACCESSIBLE SHALL BE REMOVED. 1 4. THESE PLANS HAVE NO INTENT TO SHOW ALL ELECTRICAL DEVICES TO BE REMOVED. ELECTRICAL CONTRACTOR SHALL VERIFY DEMOLITION WORK INVOLVED PRIOR TO BID. 5. REMOVE ALL ELECTRICAL AND SIGNALING DEVICES (INCLUDING, BUT NOT LIMITED TO REMOVAL OF ALL ELECTRICAL PANELS, LIGHTING FIXTURES, RECEPTACLES, MOTOR DISCONNECTS, FIRE ALARM AND OTHER LOW VOLTAGE DEVICES). UNLESS NOTED OTHERWISE. 6. REMOVE ALL WIRES, CABLES AND SURFACE MOUNT RACEWAYS AND APPURTENANCES WHICH SERVE DEVICES BEING REMOVED, CUT CONDUIT FLUSH TO CEILING OR WALL WHEN CONCEALED, AND SEAL OFF WITH SPRAY FOAM. ABANDON FLUSH BOXES AND NON-ACCESSIBLE CONDUIT. PROVIDE COVER PLATES FOR ALL BOXES TO REMAIN. 3/19/25 7. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR ALL CUTTING, PATCHING AND FINISH WORK. 8. CONTRACTOR TO REMOVE AND DELIVER TO OWNER ALL DEVICES THAT ARE IDENTIFIED BY OWNER TO BE RETAINED. CONTRACTOR SHALL COORDINATE WITH OWNER TO ASSURE THAT ALL ITEMS TO BE RETAINED ARE IDENTIFIED PRIOR TO THE START OF DEMOLITION. ALL ITEMS NOT SO IDENTIFIED SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSE OF OFF SITE. 9. FIELD VERIFY EXISTING CONDITIONS. p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS 10. E.C. SHALL CONFIRM WITH THE G.C. THE EXTEND OF ANY ARCHITECTURAL DEMOLITION PRIOR TO ANY ELECTRICAL DEMOLITION. E.C. IS RESPONSIBLE FOR ALL c l i e n t_ ELECTRICAL DEMOLITION AND MAINTAINING EXISTING EQUIPMENT AND CIRCUITING TO REMAIN. ARLINGTON SD l o c a t i o n_ ARLINGTON, WA Project No.2010.610 ELECTRICAL LEGEND, SCHEDULES AND ONE-LINE EXISTING PANEL 'LK' 208Y/120V, 400A MCB, 3PH, 4W EXISTING SWITCHBOARD EXISTING 480Y/277V, DISTRIBUTION 'L1' 3P-400A 1600AMCB, 3PH, 4W, 208Y/120V, SUSE 1000AMCB, 3PH, 4W EXISTING PANEL EXISTING PANEL 'HXE' 480Y/277V, 'LXEA' 208Y/120V, EXISTING (1) 1-1/4" C. EXISTING (2) 2" C. W/ (3) #4/0 CU EXISTING (2) 3" C. W/ 150AMCB, 3PH, W/ (3) #2 CU 225AMCB, 3PH, AND #2 CU GND 4W 4W i s s u e d_ (4) #3/0 CU EXISTING ATS 'XE' AND #6 CU GND 3P-450A BID SET 25 MAR 2025 EXISITNG DIESEL AND #3 CU GND 480Y/277V, GENERATOR 4-POLE, 150A METERING 3P-125A EXISTING 3P-400A POINT EXISTING 480Y/277V, 3Ø, 4W 3P-150A TRANSFORMER 'A' TRANSFORMER 125KW 480V-208Y120V 480V-208Y120V UTILITY TRANSFORMER 3P-150A . r e v i s i o n_ 3Ø-4W, 300KVA 3Ø-4W, 75KVA METERING 3P-150A 3P-225A POINT 3P-1000A 3P-1600A, GFI EXISTING (1) 2" C. W/ (4) #1/0 CU EXISTING (1) 2-1/2" C. W/ (4) #4/0 CU AND #4 CU GND AND #4 CU GND 3/0 CU EXISTING (3) 3-1/2" C. W/ (4) #500 CU AND #3/0 CU GND GND EXISTING (4) 3-1/2" C. W/ (4) #600 CU EXISTING (1) 2" C. W/(4) #1/0CU AND #4 CU GND. d r a w n_ ONE-LINE DIAGRAM - FOR REFERENCE ONLY SW Scale: NTS 1 c h e c k e d_ BH s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 12/19/2024 8:44:41 AM E0.01 a l l r i g h t s r e s e r v e d LXEA-13 LXEA-13 LXEA-4 LXEA-72,74 J J J J J 4 4 5 9 5 5 J LXEA-15 LXEA-76,78 LXEA-5,7,9 3 J SWITCHBOARD LXEA-8 COOLER 4 LXEA-8 FREEZER LXEA-68,70 J 8 J 8 3 3 PANEL HXE J PANEL LA LXEA-15 L1 PANEL LXEA J 4 6 7 LXEA-63,65 5 LXEA-8 J LXEA-8 J J LXEA-8 J 8 LXEA-8 J 8 PANEL LK KEF 3 2 LK-7,9,11 1 J 1 3/19/25 2 HW_SIZE LK-16,18,20 J p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD PLATFORM POWER DEMOLITION PLAN FIRST FLOOR POWER PLAN 1 2 l o c a t i o n_ Scale: 1/8" = 1'-0" Scale: 1/8" = 1'-0" ARLINGTON, WA Project No.2010.610 POWER DEMO AND GENERAL NOTES NEW PLANS K L M N P Q R S 1. ALL ITEMS SHOWN DARK AND DASHED ARE TO BE REMOVED DURING DEMOLITION. ALL ITEMS SHOWN LIGHT ARE EXISTING TO REMAIN. 2. SEE FOOD SERVICE DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE WITH KITCHEN EQUIPMENT CONTRACTOR PRIOR TO ROUGH-IN FOR EXACT ROUGH-IN REQUIREMENTS. K.2 K.3 DEMOLITION NOTES 1 EC TO DISCONNECT EXISTING DISHWASHER AND BOOSTER HEATER TO BE REMOVED BY OTHERS. REMOVE EXISTING CONDUCTORS. EXISTING CONDUIT TO REMAIN. 1 2 EC TO DISCONNECT EXISTING KEF-3 FOR DEMOLITION BY MC. DEMOLISH EXISTING CONDUCTORS AND DISCONNECT. 3 EC TO DISCONNECT EXISTING FREEZER AND COOLER FOR DEMOLITION BY OTHERS. REMOVE EXISTING CONDUCTORS AND CONDUIT. CONSTRUCTION NOTES 2 1 PROVIDE CONNECTION FOR DISHWASHER. PROVIDE (4) #4 CU AND #8 CU GND IN EXISTING (1) 1-1/4" C. INTERCONNECT TO TABLE LIMIT SWITCH. SEE FOOD SERVICE DRAWINGS FOR ADDITIONAL INFORMATION. 2 PROVIDE CONNECTION FOR DISHWASHER BOOSTER HEATER. PROVIDE (4) #4 CU AND #8 CU GND IN EXISTING i s s u e d_ (1) 1-1/4" C. BID SET 25 MAR 2025 3 PROVIDE CONNECTION FOR WALK-IN REFRIGERATION RACK. PROVIDE (1) 1-1/4" C. W/ (4) #3 CU AND #8 CU GND. 3 PROVIDE NEMA 3R 90AT/100AF FUSED DISCONNECT. . r e v i s i o n_ LOCATED ON ROOF 4 PROVIDE CONNECTION COOLER EVAPORATOR. PROVIDE (1) 3/4" C. W/ (2) #12 CU AND #12 CU GND. 5 PROVIDE CONNECTION FOR FREEZER EVAPORATOR. PROVIDE (1) 3/4" C. W/ (2) #8 CU AND #10 CU GND. NO NEUTRAL REQUIRED. 10 G,W LA-24 6 PROVIDE CONNECTION FOR COOLER LIGHTS. KEF 7 PROVIDE CONNECTION FOR FREEZER LIGHTS. 3 4 8 PROVIDE CONNECTION FOR DOOR HEATER AND HEATED THRESHOLD. d r a w n_ SW 9 PROVIDE CONNECTION TO DRAIN LINE HEATER. 5 c h e c k e d_ 10 INSTALL RECEPTACLE TO EXHAUST FAN. SEAL ALL PENETRATIONS. UTILIZE EXISTING 1P-20A CIRCUIT BH BREAKER IN PANEL LA. ROOF POWER PLAN s h e e t_ ORIGINAL SHEET IS 30" x 42" 3 Scale: 1/8" = 1'-0" c o p y r i g h t 2 0 2 5 12/19/2024 8:44:41 AM E2.01 a l l r i g h t s r e s e r v e d 2 CONSTRUCTION NOTES 1 REMOVE EXISTING 3P-125A CIRCUIT BREAKER AND 1 INSTALL NEW 3P-80A CIRCUIT BREAKER. 2 REMOVE EXISTING 3P-100A CIRCUIT BREAKER AND INSTALL NEW 3P-70A CIRCUIT BREAKER. 3 PROVIDE 1P-25A CIRCUIT BREAKER IN EXISTING SPACE. 4 REMOVE EXISTING 3P-70A CIRCUIT BREAKER AND INSTALL NEW 3P-90A CIRCUIT BREAKER. 5 PROVIDE NEW 2P-20A CIRCUIT BREAKER IN EXISTING SPACE. 6 UTILIZE EXISTING 1P-20A CIRCUIT BREAKER. 7 REMOVE EXISTING 1P-20A CIRCUIT BREAKER AND INSTALL NEW 2P-20A CIRCUIT BREAKER. 8 EVAPORATORS ARE REDUNDANT. ONLY 2 EVAPORATORS WILL BE RUNNING AT ONE TIME. 3 3/19/25 p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA 6 4 6 Project No.2010.610 PANEL SCHEDULES 6 8 6 6 8 6 8 7 7 5 8 5 8 i s s u e d_ BID SET 25 MAR 2025 5 8 . r e v i s i o n_ d r a w n_ SW c h e c k e d_ BH s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 12/19/2024 8:44:41 AM E6.01 a l l r i g h t s r e s e r v e d P R E S I D E N T S E L E M E N T A R Y S C H O O L E N V E L O P E I M P R O V E M E N T S A R L I N G T O N P U B L I C S C H O O L S 7359 REGISTERED ARCHITECT A r l i n g t o n , W a s h i n g t o n CHRISTOPHER J. LILLEY STATE OF WASHINGTON B I D S E T M A R C H 2 5 , 2 0 2 5 PROJECT S H E E T I N D E X NORTH V I C I N I T Y M A P A B B R E V I A T I O N S C O D E A N A L Y S I S GENERAL @ AT ID INSIDE DIAMETER APPLICABLE CODES: G0.00 COVERSHEET AB ANCHOR BOLT IE INVERT ELEVATION ACT ACOUSTICAL CEILING TILE INCL INCLUDE OR INCLUDING CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: ADJ ADJACENT INT INTERIOR CIVIL AFF ABOVE FINISH FLOOR INSUL INSULATION UNIFORM CODES: C1.0 STORMWATER POLLUTION PREVENTION & DEMOLITION PLAN ALUM ALUMINUM JT JOINT 2021 EDITION - INTERNATIONAL EXISTING BUILDING CODE (IEBC) WITH WA AMENDMENTS C2.0 PAVING & STORM DRAINAGE PLAN ANOD ANODIZED JST JOIST 2021 EDITION - INTERNATIONAL BUILDING CODE (IBC) WITH WA AMENDMENTS ASSY ASSEMBLY L ANGLE 2021 EDITION - INTERNATIONAL MECHANICAL CODE (IMC) WITH WA AMENDMENTS ATTACH ATTACHMENT LAM LAMINATE 2021 EDITION - NATIONAL ELECTRICAL CODE OF WA ARCHITECTURAL DEMOLITION ALT ALTERNATE LB OR # POUND AD0.01 EXISTING CONDITION PHOTOS STATE CODES: BD OR BRD BOARD LLH LONG LEG HORIZONTAL AD2.01 KITCHEN DEMOLITION FLOOR PLAN AND REFLECTED CEILING PLAN BITM BITUMINOUS LLV LONG LEG VERTICAL 2021 EDITION - WASHINGTON STATE ENERGY CODE AD3.01 OVERALL FIRST FLOOR DEMOLITION REFLECTED SOFFIT PLAN BLDG BUILDING LOC LOCATION AD3.02 OVERALL SECOND FLOOR DEMOLITION REFLECTED SOFFIT PLAN BLKG BLOCKING MATL MATERIAL EXISTING BUILDING: AD4.01 DEMOLITION ROOF PLAN BM BEAM MAX MAXIMUM ORIGINAL BUILDING PERMITTED UNDER 1997 UBC BO BOTTOM OF MB MACHINE BOLT INCL WASHER / NUT AD5.01 DEMOLITION OVERALL EXTERIOR ELEVATIONS BOTT BOTTOM MECH MECHANICAL AD5.02 DEMOLITION PARTIAL EXTERIOR ELEVATIONS PROJECT BRG BEARING M/E/P OR MEP MECHANICAL, ELECTRICAL, AND PLUMBING CONSTRUCTION TYPE: NO CHANGES AD5.03 DEMOLITION PARTIAL EXTERIOR ELEVATIONS SITE BTWN BETWEEN MFR MANUFACTURER V1HR, FULLY SPRINKLERED IN LIEU OF 1-HR CONSTRUCTION AD5.04 DEMOLITION PARTIAL EXTERIOR ELEVATIONS CB CATCH BASIN MIN MINIMUM OCCUPANCY: NO CHANGES AD5.05 DEMOLITION PARTIAL EXTERIOR ELEVATIONS CEM CEMENT MTL METAL E (CLASSROOM AND OFFICES) ARLINGTON CJ CONTROL JOINT NIC NOT IN CONTRACT AD6.01 DEMOLITION SECTIONS A2.1 (GYM - MULTI-PURPOSE) I5 CLG CEILING NO NUMBER A3 (COVERED PLAY) WA-530 CMU CONCRETE MASONRY UNITS NR NOT RATED ARCHITECTURAL CO CLEAN OUT NOM NOMINAL WA-9 BUILDING AREA: NO CHANGE A1.01 SITE PLAN & SITE DETAILS COL COLUMN NTS NOT TO SCALE 62,689 SF A2.01 KITCHEN FLOOR PLAN AND REFLECTED CEILING PLAN CONC CONCRETE OC ON CENTER CORR CORRIDOR OD OUTSIDE DIAMETER A3.01 OVERALL FIRST FLOOR REFLECTED SOFFIT PLAN CORRUG CORRUGATED OF OVERFLOW A3.02 OVERALL SECOND FLOOR REFLECTED SOFFIT PLAN BUILDING HEIGHT: NO CHANGE CL CENTERLINE OPER OPERABLE A4.00 ROOF DRAINAGE PLAN AND CALCULATIONS 35'- 0" CLR CLEAR OPP OPPOSITE HANDE A4.01 OVERALL ROOF PLAN CONN CONNECT OVHD OVERHEAD A4.02 PARTIAL ROOF PLANS CONT CONTINUOUS OVHG OVERHANG A4.11 ROOF DETAILS CSK COUNTERSINK PENE PENETRATION CLASSIFICATION OF WORK (IEBC CHAPTER 6): p r o j e c t_ CW CURTAINWALL PERF PERFORATED A4.12 ROOF DETAILS DBL DOUBLE PI POST INDICATOR ALTERATION - LEVEL 1 PRESIDENTS ES ENVELOPE A5.01 OVERALL EXTERIOR ELEVATIONS DEMO DEMOLISH PL PLATE 602.1 LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS, IMPROVEMENTS A5.02 PARTIAL EXTERIOR ELEVATIONS DIA, Ø DIAMETER PNL PANEL ELEMENTS, EQUIPMENT OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT OR FIXTURES THAT SERVE THE c l i e n t_ A5.03 PARTIAL EXTERIOR ELEVATIONS DN DOWN PNT PAINT SAME PURPOSE. ARLINGTON SD A5.04 PARTIAL EXTERIOR ELEVATIONS DO DITTO OR REPEAT ADJACENT ELEMENT PR PAIR 602.2 LEVEL 1 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7. DR DOOR PROT PROTECTION ALTERATION - LEVEL 2 A5.05 PARTIAL EXTERIOR ELEVATIONS DS DOWNSPOUT PSI POUNDS PER SQUARE INCH 603.1 LEVEL 2 ALTERATIONS INCLUDE THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, l o c a t i o n_ A5.11 EXTERIOR DETAILS DWG(S) DRAWING(S) PT PRESSURE OR PRESERVATIVE TREATED THE RECONFIGURATION OR EXTENSION ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL ARLINGTON, WA A6.01 SECTIONS P R O J E C T D A T A (E) OR EXIST EXISTING PVC POLYVINYL CHLORIDE EQUIPMENT AND SHALL APPLY WHERE THE WORK AREA IS EQUAL TO OR LESS THAN 50 PERCENT EA EACH PW OR PLYWD PLYWOOD OF THE BUILDING AREA. FOOD SERVICE EJ EXPANSION JOINT RAD RADIUS 603.2 LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISION OF CHAPTER 7 FOR FS1.01 FOOD SERVICE EQUIPMENT PLAN PROJECT DESCRIPTION ELECT ELECTRICAL RD ROOF DRAIN LEVEL 1 ALTERATIONS AS WELL AS THE PROVISION OF CHAPTER 8. RENOVATIONS TO EXISTING SCHOOL BUILDING INCLUDING DEMOLITION & REPLACEMENT OF ELEV OR EL ELEVATION RE REFER TO Project No.2010.610 FS1.02 FOOD SERVICE PLUMBING / MECHANICAL / FLOOR DEPRESSION PLAN EXISTING ROOFING AND GUTTERS, ADDITION OF FALL RESTRAINT ANCHORS ON THE ROOF, EMER EMERGENCY REQD REQUIRED ALTERATION - LEVEL 1 (IEBC CHAPTER 7): FS1.03 FOOD SERVICE ELECTRICAL / REFRIGERATION PLAN SELECTIVE REPAIR & REPLACEMENT OF EXISTING FIBER CEMENT SIDING, SEALANTS, FIBER EMBED EMBEDMENT RWL RAIN WATER LEADER COVERSHEET FS2.01 FOOD SERVICE WALK-IN BOX DETAILS CEMENT TRIM, CLEANING, REPAIR, AND PAINTING OF EXISTING FIBER CEMENT SIDING, AND ENL ENLARGED SAM SELF ADHERED MEMBRANE REROOFING FS2.02 FOOD SERVICE WALK-IN BOX DETAILS CLEANING & SEALING OF EXISTING MASONRY CLADDING. MINOR MECHANICAL WORK TO INCLUDE EPS EXPANDED POLYSTRENE SCHED SCHEDULE 705.1 MATERIALS AND METHODS OF APPLICATION USED FOR RECOVERING OR REPLACING AN EXISTING ROOF FS2.03 FOOD SERVICE WALK-IN BOX DETAILS RE-ROUTING EXISTING KITCHEN DISHWASHER HOOD TO VENT THROUGH ROOF AND ROOF EQ EQUAL SCL STRUCTURAL COMPOSITE LUMBER COVERING SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 15 OF THE IBC. MOUNTED EXHAUST FAN. EQUIP EQUIPMENT SF STOREFRONT 705.2 ROOF REPLACEMENT - ROOF REPLACEMENT SHALL INCLUDE THE REMOVAL OF ALL EXISTING LAYERS OF ROOF FS2.04 FOOD SERVICE WALK-IN BOX DETAILS COVERINGS DOWN TO THE ROOF DECK EXP EXPANSION SHEATH SHEATHING FS2.05 FOOD SERVICE WALK-IN BOX DETAILS PROJECT ADDRESS EXT EXTERIOR SHT SHEET STRUCTURAL FS3.01 FOOD SERVICE REFRIGERATION DETAILS 505 E 3rd Street EXTR EXTRUDED SIM SIMILAR 706.2 ADDITION OR REPLACEMENT OF ROOFING OR REPLACEMENT EQUIPMENT - FS3.02 FOOD SERVICE WALK-IN DETAILS ARLINGTON, WA, 98223 FF FACTORY FINISH SPEC SPECIFICATION ANY EXISTING GRAVITY LOAD-CARRYING STRUCTURAL ELEMENT FOR WHICH AN ALTERATION CAUSES AN INCREASE IN DESIGN DEAD, LIVE OR SNOW LOAD, INCLUDING SNOW DRIFT EFFECTS OF MORE THAN 5 PERCENT SHALL BE FH FIRE HYDRANT SQ SQUARE MECHANICAL SNOHOMISH COUNTY TAX PARCEL NUMBER FIN FINISH(ED) SQIN SQUARE INCHES REPLACED OR ALTERED AS NEEDED TO CARRY THE GRAVITY LOADS REQUIRED BY THE IBC FOR NEW STRUCTURES. 31050200401500 FLASHG FLASHING S/S OR SS STAINLESS STEEL M1.01 MECHANICAL LEGEND, SCHEDULES, AND DETAILS ALTERATION - LEVEL 2 (IEBC CHAPTER 8): FLR FLOOR STD STANDARD M2.01 MECHANICAL DEMO AND NEW PLANS LEGAL DESCRIPTION (per Snohomish County) FM FACTORY MUTUAL T & G TOUNGE AND GROOVE ELECTRICAL SEC 02 TWP 31 RGE 05 QTR SE - BEG 40FT N OF SW COR SE1/4 SE1/4 TH E 624.56FT TH N TO S LN FOIC FURNISHED BY OWNER TERM TERMINATION 806.1 NEWLY INSTALLED ELECTRICAL EQUIPMENT AND WIRING RELATING TO WORK DONE IN ANY WORK AREA SHALL ELECTRICAL CLUMS 1ST ADD TH W ALG S LN CLUMS 1ST ADD TO E LN FRENCH AVE TH S ALG E LN FRENCH AVE INSTALLED BY CONTRACTOR TO TOP OF COMPLY WITH ALL APPLICABLE REQUIREMENTS OF NFPA 70. E0.01 ELECTRICAL LEGEND, SCHEDULES, AND ONE-LINE TAP 20FT N OF S LNSE1/4 TH E TO 1/16 LN TH N TO POB TGW FDP BEG 40FT N & 642.1FT E OF SW FOIO FURNISHED BY OWNER TRTD TREATED 806.4.7 CLEARANCE FOR ELECTRICAL SERVICE EQUIPMENT SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 70. E2.01 POWER DEMO AND NEW PLANS COR SE1/4 SE1/4 TH N 417.4FT TH E 417.4FT TH S 417.4FT TH W TO POB TGW PTN CLUMS 1ST ADD INSTALLED BY OWNER TYP TYPICAL MECHANICAL TO ARLINGTON BLK 2 DAF - LOTS 8-9-10-11&12 TGW VAC ALLEY LY ADJ TO LOTS 9-10-11 & 12 & TGW FO FACE OF TS TUBE STEEL 807.3 NEWLY INTRODUCED DEVICES, EQUIPMENT OR OPERATIONS THAT PRODUCE AIRBORNE PARTICULATE MATTER, E6.01 PANEL SCHEDULES W1/2 VAC HIGH ST LY ADJ TO LOTS 8-9 & 10 TGW TH PTN BLK 3 DAF LOTS 5 THRU 16 PLUS E1/2 VAC FRM FRAME UL UNDERWRITERS LABORATORY ODORS, FUMES, VAPOR, COMBUSTION PRODUCTS, GASEOUS CONTAMINANTS, PATHOGENIC AND ALLERGENIC HIGH ST LY ADJ THRTO ALSO VAC ALLEY IN BLK 3 WH LIES S OFLOT 4 FRMG FRAMING UNO UNLESS NOTED OTHERWISE ORGANISMS, AND MICROBIAL CONTAMINANTS IN SUCH QUANTITIES AS TO AFFECT ADVERSELY OR IMPAIR HEALTH OR FT FOOT OR FEET U/S UNDERSIDE CAUSE DISCOMFORT TO OCCUPANTS SHALL BE PROVIDED WITH LOCAL EXHAUST. JURISDICTION REFERENCE GA GAUGE VIF VERIFY IN FIELD CITY OF ARLINGTON GALV GALVANIZED VERT VERTICAL ENERGY CODE: EXISTING BUILDINGS: ALTERATIONS (WSEC SECTION C503): GL GLASS W/ WITH ZONING DESIGNATION GLU-LAM GLUE LAMINATED WF WIDE FLANGE GENERAL P / SP = PUBLIC / SEMI-PUBLIC GWB GYPSUM WALL BOARD WDO WINDOW C503.1 ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF SECTION C503 AND THE GYP GYPSUM WD WOOD CODE FOR NEW CONSTRUCTION. ALTERATIONS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF LOT AREA HGT HEIGHT WR WATER RESISTANT SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING 12.03 ACRES HM HOLLOW METAL THE UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CODE. HORIZ HORIZONTAL ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE IS NO LESS CONFORMING TO THE HR HOUR PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION. HSS HOLLOW STRUCTURAL SHAPE EXCEPTION: THE FOLLOWING ALTERATIONS NEED NOT COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THE ENERGY USE OF THE BUILDING IS NOT INCREASED: EXCEPTION 3: EXISTING CEILING, WALL, OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THESE CAVITIES ARE INSULATED TO FULL DEPTH WITH INSULATION HAVING A MINIMUM NOMINAL VALUE OF R-3.0 PER INCH INSTALLED PER SECTION C4.02. EXCEPTION 4: CONSTRUCTION WHERE THE EXISTING ROOF, WALL, OR FLOOR CAVITY IS NOT EXPOSED. EXCEPTION 6: AIR BARRIERS SHALL NOT BE REQUIRED FOR ROOF RECOVER AND ROOF REPLACEMENT WHERE THE P R O J E C T T E A M S Y M B O L S ALTERATIONS OR RENOVATIONS TO THE BUILDING DO NOT INCLUDE ALTERATIONS, RENOVATIONS OR REPAIRS TO THE REMAINDER OF THE BUILDING ENVELOPE. BUILDING ENVELOPE C503.3 NEW BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTIONS C402.1 OWNER MECHANICAL AND ELECTRICAL ENGINEER THROUGH C402.5 AS APPLICABLE. ARLINGTON SCHOOL DISTRICT #16 BCE ENGINEERS, INC. EXCEPTION: AIR LEAKAGE TESTING IS NOT REQUIRED FOR ALTERATIONS AND REPAIRS, UNLESS THE PROJECT 1 315 FRENCH AVE 6021 12 STREET E, SUITE 200 DETAIL INCLUDES A CHANGE IN SPACE CONDITIONING ACCORDING TO SECTION C503.2 OR A CHANGE OF OCCUPANCY OR USE ARLINGTON WA 98223 FIFE, WA 98424 A0.01 ACCORDING TO SECTION C505.1. PHONE: 360.618.6200 PHONE: 253.922.0446 C503.3.1 ROOF REPLACEMENT - ROOF REPLACEMENTS SHALL COMPLY WITH TABLE C402.1.3 OR C402.1.4 WHERE THE EXISTING ROOF ASSEMBLY IS PART OF THE BUILDING THERMAL ENVELOPE AND CONTAINS INSULATION ENTIRELY ABOVE THE ARCHITECT FOOD SERVICE CONSULTANT ROOF DECK. McGRANAHANPBK HALLIDAY ASSOCIATES, INC. A GRID LINE EXISTING INSULATION IS BELOW ROOF SHEATHING TO REMAIN. 2111 PACIFIC AVENUE, SUITE 100 656 NW NORWOOD STREET i s s u e d_ TACOMA, WA 98402 CAMAS, WA 98607 ROOF ASSEMBLIES (IBC CHAPTER 15): PHONE: 253.383.3084 PHONE: 360.834.6657 REROOFING BID SET 25 MAR 2025 1512.1 GENERAL - MATERIALS AND METHODS OF APPLICATION USED FOR RECOVERING OR REPLACING AN EXISTING ROOF CIVIL ENGINEER CENTER LINE COVERING SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 15. HARMSEN LLC 1512.2 ROOF REPLACEMENT - ROOF REPLACEMENT SHALL INCLUDE THE REMOVAL OF ALL EXISTING LAYERS OF ROOF 2822 COLBY AVENUE, SUITE 300 ASSEMBLY MATERIALS DOWN TO THE ROOF DECK. EVERETT, WA 98201 . r e v i s i o n_ 1512.5 FLASHINGS - FLASHINGS SHALL BE RECONSTRUCTED IN ACCORDANCE WITH APPROVED MANUFACTURER'S PHONE: 425.252.1884 15'-8" INSTALLATION INSTRUCTIONS. METAL FLASHING TO WHICH BITUMINOUS MATERIALS ARE TO BE ADHERED SHALL BE T O SLAB PRIMED PRIOR TO INSTALLATION. OR REFERENCE ELEVATION 100'-6" OR WORK POINT ICE/WATER SHIELD, AIR BARRIER, DAMP PROOFING, WATER PROOFING d r a w n_ CL c h e c k e d_ RM s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 G0.00 a l l r i g h t s r e s e r v e d SECTION 2, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. P W P SD E. 5TH STREET P P P P P P W P SD SD SD SD SD SD SD SD SD SD SD SD SD P SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD PROJECT SD AREA P SD SD SD SD SD SD SD P SD SD SD SD SD SD SD SD SD 0 10 20 SD SD SD Feet SD P SD SD SD N. STILLAGUAMISH AVE SD P SD SD SD FRENCH AVE P SD SD P SD SD P SD SD E. 3RD STREET SD P SD SD SD SD SD SD OVERALL SITE PLAN SD SCALE: 1" = 200' SD SD CONSTRUCTION LIMITS. SD DELINEATE BY EDGE OF DEMO EX. SDCB PAVEMENT/STRUCTURE REMOVAL COORDINATE DEMO WITH NOTE: STABILIZATION NOTES ARCHITECTURAL PLANS SD CAP EX. STORM PIPE SITE LAYOUT AND UTILITIES BASED ON ORIGINAL TEMPORARY PRESIDENTS ELEMENTARY CONSTRUCTION SAWCUT AT ASPHALT DOCUMENTS. FIELD VERIFY PRIOR TO CONSTRUCTION. STABILIZE PAVED AREAS WITH CRUSHED REMOVAL AREAS 1 ROCK PER PAVING SECTION SD (SIMILAR TO BMP C107) SD SD SD SD REMOVE EX. SD SD SD SD DEMO EXISTING SD 1 BOLLARDS LAND DISTURBING AREA SD DEPRESSED LOADING DOCK PROPOSED DISTURBANCE AREA: 1,930 SF BACKFILL WITH STRUCTURAL FILL AND COMPACT TO 95% OF THE MAXIMUM 1 NEW IMPERVIOUS: 0 SF DENSITY & PAVE OVER PER SECTION C2.0 REPLACED IMPERVIOUS: 1,760 SF SD SD SD 1 SD 3/19/25 DEMO EXISTING 1 REMOVE SD THE NOTES BELOW ARE THE CITY STANDARD TESC NOTES. IMPROVEMENTS SD EXISTING ROOF SD NOTES THAT DO NOT APPLY HAVE BEEN REMOVED DOWNSPOUT SD CITY OF ARLINGTON CITY OF ARLINGTON SD TESC NOTES: GENERAL CONSTRUCTION NOTES: SD p r o j e c t_ 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT PRESIDENTS ES ENVELOPE (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT EDITION OF THE CITY OF ARLINGTON PUBLIC WORKS STANDARDS AND IMPROVEMENTS ROAD OR STORM DRAINAGE DESIGN. SPECIFICATIONS, AND THE CURRENT EDITION OF THE WASHINGTON c l i e n t_ SD 2. A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SD ARLINGTON SD MANUAL ADOPTED BY THE CITY SHALL BE SUBMITTED TO THE CITY SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL FOR APPROVAL PRIOR TO ANY WORK ON THE SITE. AN APPROVED CONSTRUCTION. A COPY OF THESE DOCUMENTS SHALL BE ON SITE COPY MUST BE MAINTAINED ON-SITE AND BE READILY AVAILABLE TO DURING CONSTRUCTION. l o c a t i o n_ THE CITY INSPECTOR AT THEIR REQUEST. 2. IT IS THE SOLE RESPONSIBILITY OF THE ARLINGTON, WA SD SD 3. THE TESC BMP’S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR DEVELOPER/CONTRACTOR TO OBTAIN A GRADING PERMIT, RIGHT-OFWAY EXISTING TO ALL OTHER CLEARING AND GRADING ACTIVITIES, AND IN SUCH A PERMIT, AND UTILITY PERMITS, FROM THE CITY. ALL EXISTING COVERED MANNER AS TO ENSURE THAT SEDIMENT-LADDEN WATER DOES NOT REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE OBTAINED BUILDING PLAY AREA ENTER THE DRAINAGE SYSTEM, LEAVE THE SITE, OR VIOLATE BY THE DEVELOPER/CONTRACTOR. Project No.2010.610 SD SD APPLICABLE WATER QUALITY STANDARDS. MAINTENANCE, 3. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE DEVELOPER/ REPALCEMENT, AND UPGRADING OF THE TESC PLAN IS THE CONTRACTOR SHALL ATTEND A PRECONSTRUCTION CONFERENCE WITH RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS THE CITY. THE CONSTRACTOR SHALL SCHEDULE THE PRECONSTRUCTION COMPLETE AND APPROVED BY THE CITY. CONFERENCE BY CALLING (360) 403-3500. PRIOR TO SD 4. THE BOUNDARIES OF THE CLEARING LIMITS, SHOWN ON THE TESC SCHEDULING, THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL STORMWATER SD PLAN, SHALL BE CLEARLY FENCED OR FLAGGED IN THE FIELD PRIOR FOR THE TRAFFIC CONTROL PLAN, CITY PERMITS, TEMPORARY POLLUTION SDSD SDSD SDSD TO STARTING CONSTRUCTION. NO DISTURBANCE BEYOND THE FENCED EROSION AND SEDIMENT CONTROL PLAN, PERFORMANCE BOND, COPY SD SD SD OR FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FENCING OF OTHER AGENCY PERMITS, A COPY OF THE CONTRACTOR’S PREVENTION & AND/OR FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR LICENSE, AND PROOF OF INSURANCE COVERAGE. SD SD THE DURATION OF THE CONSTRUCTION PROJECT. 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE DEMOLITION PLAN 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. REQUIREMENTS FOR THE ANTICIPATED SITE CONSTRUCTION. DURING 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SD UPGRADED AND ADDED TO AS NEEDED, FOR UNEXPECTED STORM WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, THE CITY SD EVENTS AND TO REFLECT CHANGED CONDITIONS, AS REQUIRED BY ENGINEER, AND OTHER APPROPRIATE PUBLIC AGENCIES. THE CITY. 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN 6. THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR THE PLANS HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED STORMWATER POLLUTION PREVENTION & DEMOLITION PLAN EMERGENCY CONTACT PHONE NUMBER OF THE CONTRACTOR’S FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED CERTIFIED EROSION CONTROL SUPERVISOR PRIOR TO STARTING APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE SCALE:1" = 10' CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE THE ACCURACY OF ALL UTILITY LOCATIONS. CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE CONTINUED 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND FUNCTION AND OPERATION. UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE 8. BETWEEN OCTOBER 1 AND APRIL 30, DISTURBED AREAS THAT ARE UNDERGROUND UTILITIES LOCATE SERVICE (1-800-424-5555 OR TO BE LEFT UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE 811) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. IMMEDIATELY COVERED BY MULCH, SOD OR PLASTIC COVERING. 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE LEGEND BETWEEN MAY 1 AND SEPTEMBER 30, DISTURBED AREAS THAT ARE TO ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF ARLINGTON. BE LEFT UNWORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED METHODS. AND SCHEDULE APPROPRIATE INSPECTIONS, ALLOWING PROPER FOUND MONUMENT IN CASE SIGN POST YD YARD DRAIN 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH ADVANCE NOTICE. THE INSPECTOR MAY REQUIRE REMOVAL AND GRATE BASINS, PRE-TREATMENT/SEDIMENT POND, AND SEDIMENT TRAPS REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS OR FOUND REBAR AS NOTED SEWER MANHOLE GROUND SHOT UPON REACHING A DEPTH OF 12 INCHES. WERE CONSTRUCTED WITHOUT INSPECTION. S 10. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE FOUND PLAT MONUMENT COLUMN TV CABLE TV LINE REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 STREETS CLEAN AT ALL TIMES BY CLEANING WITH A SWEEPING TETHERBALL POLE C CEDAR TREE FENCE LINE INCHES, OR 3,000 POUNDS PER ACRE. AND/OR VACUUM TRUCK. WASHING OF THESE STREETS WILL NOT BE 11. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS. ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. BASKETBALL HOOP POLE CONIFER TREE (AS NOTED) G GAS LINE WHEN ACTIVELY WORKING WITH THE SOIL STOCKPILE, 10. THE CONTRACTOR SHALL MAINTAIN TWO (2) SETS OF “ASBUILT” PLANS STABILIZATION BY GROUND COVER BMPS SHALL OCCUR AT THE END SHOWING ALL FIELD CHANGES AND MODIFICATIONS. GATE POST DECIDUOUS TREE (AS NOTED) P POWER LINE OF EACH WORK DAY. IMMEDIATELY AFTER CONSTRUCTION COMPLETION, THE CONTRACTOR FILTER FABRIC 12. MAINTENANCE AND REPAIR OF TESC FACILITIES AND SHALL DELIVER BOTH COPIES OF RED-LINED PLANS TO THE CITY. CATCH BASIN F FIR TREE UP POWER LINE (UNDERGROUND) INSERT STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON RECOGNITION THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN OIL ABSORBENT SEDIMENT OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. ENGINEER. W WATER VALVE H HEMLOCK TREE SS SEWER LINE MATERIAL 13. UPON COMPLETION OF THE PROJECT, ALL BMP’S SHALL BE FINISHED FLOOR ELEVATION M MAPLE TREE SD STORM DRAIN LINE CATCH BASIN REMOVED FROM THE SITE AND RIGHT OF WAY. IF BMP’S ARE REQUIRED TO REMAIN IN PLACE FOR FURTHER PROTECTION, G GAS METER POWER POLE W/ U.G. FEED T TELEPHONE LINE FILTERED ARRANEMENTS FOR REMOVAL SHALL BE MADE WITH THE CITY WATER INSPECTOR. s IRRIGATION CONTROL VALVE POWER POLE FO FIBER OPTIC LINE "GULLYWASHER", "SILT SACK" OR OTHER APPROVED CATCH BASIN INSERT MAY BE i s s u e d_ LUMINAIRE GUY ANCHOR W WATER LINE USED FOR INLET PROTECTION. CONTACT: PRICE-MOON ENTERPRISES PH: 360.563.6709, OR "SILTSACK" BY ACF ENVIRONMENTAL AT BID SET 25 MAR 2025 POWER VAULT FIRE HYDRANT PH: 1.800.644.9223 (OR APPROVED EQUAL) TO BE DEMOLISHED ROOF DRAIN BOLLARD TO BE DEMOLISHED STORM DRAIN MANHOLE WATER METER TEMPORARY INLET PROTECTION DETAIL D 1 . r e v i s i o n_ SCALE:NONE CLEARING LIMITS (BMP C101) TEMPORARY INLET PROTECTION (BMP C220) d r a w n_ SRH/LB c h e c k e d_ Know what's below. Call before you dig. LB s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 UNPUBLISHED WORK COPYRIGHT © 2025 BY HARMSEN LLC. 1/9/2025 3:06:29 PM C1.0 a l l r i g h t s r e s e r v e d P:\WORK\PROJECTS\2025\25HRM0066 MCGRANAHAN ARCHITECTS\CE\DWG\SHEETS\C1.0 SWPPP DEMO.DWG 3/19/2025 SECTION 2, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. W P SD SD SD SD SD SD SD SD SD P SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD P SD SD SD SD P SD SD SD SD SD SD SD 0 10 20 SD SD Feet SD SD SD THE NOTES BELOW ARE THE CITY STANDARD STORM SD DRAINAGE NOTES. NOTES THAT DO NOT HAVE BEEN REMOVED. P SD SD SD SD P SD SD SD CITY OF ARLINGTON P SD SD STORM DRAINAGE NOTES: P NOTES SD SD 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN 1. CITY OF ARLINGTON CONSTRUCTION STANDARDS CAN BE FOUND P SD SD ACCORDANCE WITH THESE APPROVED PLANS AND CITY STANDARDS AND ONLINE AT THE CITY'S WEBSITE. SD P SPECIFICATIONS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SD SD PRIOR APPROVAL FROM THE OWNER, THE CITY ENGINEER, AND OTHER UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED P SD APPROPRIATE PUBLIC AGENCIES. SHALL BE NOTIFIED WITHIN REASONABLE TIME PRIOR TO START SD SD 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE OF CONSTRUCTION. SD SD CITY STANDARDS AND SPECIFICATIONS. ACCEPTABLE STORM SD PROPOSED DOWNSPOUT DRAINAGE PIPE MATERIALS INCLUDE CONCRETE, PVC, HDPE, AND SD FOOTING DRAIN PER DETAIL. 3 DUCTILE IRON. CORRUGATED METAL PIPES (GALVANIZED ALUMINUM SD SD NEW BOLLARDS LOCATION PER DETAIL C2.0 3 INTERCONNECT INTO OR STEEL) ARE NOT ACCEPTED BY THE CITY. ALL PIPE JOINTS PER ARCHITECT C2.0 BUILDING FOOTING DRAIN MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE CLEANOUT ASSOCIATED 2 CONCRETE PAVING WITH DOWNSPOUT DIRECTED BY THE CITY. SD C2.0 PER DETAIL SEAL JOINT 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL PIPE TYPES, EXCEPT DUCTILE IRON. BEDDING ROOF DRAIN NOTES GRADE AWAY FROM STRUCTURE NEW 6" PVC ROOF LEAD MATERIAL FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS 1. VERIFY DOWNSPOUT LOCATIONS WITH ARCHITECTURAL PLANS. TO RELEASE STORM TO OF THE CITY’S STANDARDS AND SPECIFICATIONS (CHAPTER 4). 2. ROOF DRAINS FROM EACH BUILDING TO BE 6" PVC PIPE AT 1% SD EXISTING PAVEMENT ASPHALT PAVING 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL SLOPE. SD SD SD SD PER DETAIL 1 LOADING SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM SD SD C2.0 3. INSTALL CLEANOUTS AT TEES, BENDS 45° OR GREATER AND AT SD SD SD DRY DENSITY. ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST INTERVALS NO GREATER THAN 150 LF. SD GRADE TO DRAIN AWAY 90% OF MAXIMUM DRY DENSITY. 4. PROVIDE NECESSARY FITTINGS TO CONNECT ROOF STUB TO FROM STRUCTURE AND TO 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH. IF IN THE DOWNSPOUT. EXISTING STORM SYSTEMS OPINION OF THE CITY INSPECTOR, THE EXISTING TRENCH FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE EXCAVATED SD OPTIONAL: SD CONNECT TO EXISTING BELOW GRADE AND BACKFILLED WITH GRAVEL BEDDING MATERIAL TO NEW NEW CONNECT FOOTING DRAIN COOLER FREEZER SDROOF COLLECTOR SYSTEM SUPPORT THE PIPE. TO ORIGINAL LOADING SD 6. LOT DRAINAGE SYSTEMS, STUB-OUTS AND ANY DRAINS BEHIND DOCK STORM PIPE WITH REDUCER AND ADAPTOR SD THE SIDEWALK MUST BE INSTALLED AS REQUIRED PRIOR TO SIDEWALK CONSTRUCTION. STUB-OUTS SHALL BE MARKED WITH A SD SCREENED SD 3/19/25 2”X4” WITH 3 FEET VISIBLE ABOVE GRADE AND MARKED “STORM”. EQUIPMENT SD LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE SHOWN ON ENCLOSURE PER THE AS-BUILT PLANS SUBMITTED TO THE CITY. ARCHITECT SD 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL SD MANHOLE, INLET AND CATCH BASIN FRAMES AND GRATES/COVERS TO GRADE JUST PRIOR TO CURB INSTALLATION AND/PAVING. p r o j e c t_ SD PRESIDENTS ES ENVELOPE SD IMPROVEMENTS c l i e n t_ ARLINGTON SD SD SD EXISTING l o c a t i o n_ EXISTING EXISTING COVERED ARLINGTON, WA BUILDING BUILDING PLAY AREA SD SD Project No.2010.610 SD SD SD SD SD SD PAVING & STORM DRAINAGE PLAN PAVING & STORM DRAINAGE PLAN SCALE:1" = 10' ADAPTER OR GASKET TO TRANSITION DOWNSPOUT TO 6" PVC CLEANOUT LOCATED PER PLAN, SIM DETAIL SS-080 4" MINIMUM COMPACTED DEPTH HMA i s s u e d_ 8" MINIMUM COMPACTED DEPTH CSBC, BID SET 25 MAR 2025 COMPACT TO 95% OF ASTM D-1557 4" MINIMUM CLASS 3000 CEMENT CONCRETE 6" PVC STRUCTURAL FILL AS NEEDED UNDER THE COLLECTOR PAVING SECTION TO REACH SUBGRADES 2" MINIMUM COMPACTED DEPTH CSTC, FOLLOWING WSDOT 2-03.3(14)C METHOD B COMPACT TO 95% OF ASTM D-1557 EXCEPT FOR COMPACTION TESTING 6" PERF. PIPE SURROUNDED BY . r e v i s i o n_ WHICH SHALL FOLLOW ASTM D-1557 COMPACT SUBGRADE TO 95% OF THE MAXIMUM DENSITY AS 1 C.F. DRAIN ROCK PER LINEAL DETERMINED BY ASTM D-1557. FOOT. DO NOT TIE FOOTING COMPACT SUBGRADE TO 95% OF THE MAXIMUM DENSITY AS PLACE STRUCTURAL FILL IF REQUIRED DRAINS INTO DOWNSPOUT DETERMINED BY ASTM D-1557. PLACE STRUCTURAL FILL IF REQUIRED ASPHALT PAVING SECTION CONCRETE PAVING SECTION DOWNSPOUT CONNECTION & FOOTING DRAIN DETAIL 1 SCALE: NONE 2 SCALE: NONE 3 SCALE:NONE d r a w n_ SRH/LB USED FOR 6" ROOF DRAIN CLEANOUT c h e c k e d_ Know what's below. Call before you dig. LB s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 UNPUBLISHED WORK COPYRIGHT © 2025 BY HARMSEN LLC. 1/9/2025 3:06:29 PM C2.0 a l l r i g h t s r e s e r v e d P:\WORK\PROJECTS\2025\25HRM0066 MCGRANAHAN ARCHITECTS\CE\DWG\SHEETS\C2.0 PAVING STORM.DWG 3/19/2025 DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) KEY PLAN 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. 03 DEMOLISH (E) ROOF RIDGE. 04 DEMOLISH (E) VALLEY FLASHING. 17 14 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. 18 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. 7359 REGISTERED ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. 9 13 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY 2 STATE OF WASHINGTON ________5 10 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: A4.12 1 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 ________4 ________8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 06 TYP 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 11 TYP 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 10 TYP 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA TYP ROOF TO WALL TRANSITION N.T.S. 15 Project No.2010.610 EXISTING CONDITION 13 PHOTOS 06 02 TYP 09 08 06 TYP 18 TYP 14 14 17 TYP 12 11 TYP TYP 17 TYP 22 EXT CONCRETE RAMP PLAYGROUND ENTRANCE BOARD & BATTEN + LAP SIDING LAP SIDING PLANK JOINT DAMAGED BOARD & BATTEN SIDING N.T.S. 18 N.T.S. 14 N.T.S. 10 N.T.S. 6 N.T.S. 2 06 TYP i s s u e d_ BID SET 25 MAR 2025 . r e v i s i o n_ 13 TYP 09 13 NEW DECK TYP CLOSURE, TYP SEE: ________15 06 A4.11 TYP 13 TYP d r a w n_ CL c h e c k e d_ PORTABLE LAP SIDING LAP SIDING DAMAGED PLANKS LAP SIDING DAMAGED PLANKS METAL SOFFIT RM N.T.S. 17 N.T.S. 13 N.T.S. 9 N.T.S. 5 N.T.S. 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD0.01 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. 03 DEMOLISH (E) ROOF RIDGE. 04 DEMOLISH (E) VALLEY FLASHING. 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. 7359 REGISTERED ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: A4.12 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 ________4 ________8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. M N Q R M N Q R PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA ________1 AD6.01 Project No.2010.610 30 KITCHEN DEMOLITION ________3 ________3 FLOOR PLAN AD6.01 21 22 AD6.01 AND REFLECTED 1 1 1 1 1' - 6" VIF CEILING PLAN DEMOLISH (E) 25 CONC PAD 24 31 27 26 2 2 2 2 ________1 AD6.01 3 3 3 3 i s s u e d_ 29 BID SET 25 MAR 2025 28 4 4 . r e v i s i o n_ ________2 ________2 AD6.01 AD6.01A6.01 4.7 4.7 4.7 4.7 5 5 5 5 M N Q R M N Q R d r a w n_ CL PROJECT PROJECT c h e c k e d_ NORTH NORTH PARTIAL DEMOLITION REFLECTED CEILING PLAN - KITCHEN PARTIAL DEMOLITION FLOOR PLAN - KITCHEN RM 1/8" = 1'-0" 1/8" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD2.01 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) SOFFIT PLAN LEGEND: (SHEETS A3.01 - A3.02) 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. EXISTING PERF SHEET METAL SOFFIT 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. EXPOSED STEEL STRUCTURE 03 DEMOLISH (E) ROOF RIDGE. 04 DEMOLISH (E) VALLEY FLASHING. BOARD AND BATTEN SOFFIT 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. BIRD NETTING 7359 REGISTERED ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. # VIEW REFERENCE 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: A4.12 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 ________4 ________8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. SOFFIT PHOTO SOFFIT PHOTO N.T.S. 2 N.T.S. 1 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. 1 l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA Project No.2010.610 OVERALL FIRST FLOOR DEMOLITION REFLECTED SOFFIT PLAN 09 i s s u e d_ 09 BID SET 25 MAR 2025 2 . r e v i s i o n_ 09 d r a w n_ CL PROJECT c h e c k e d_ NORTH OVERALL FIRST FLOOR DEMOLITION SOFFIT PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD3.01 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) SOFFIT PLAN LEGEND: (SHEETS A3.01 - A3.02) 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. EXISTING PERF SHEET METAL SOFFIT 09 TYP 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. EXPOSED STEEL STRUCTURE 03 DEMOLISH (E) ROOF RIDGE. 04 DEMOLISH (E) VALLEY FLASHING. BOARD AND BATTEN SOFFIT 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. 02 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. TYP BIRD NETTING 7359 REGISTERED ARCHITECT 06 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. TYP # VIEW REFERENCE 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: A4.12 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 ________4 ________8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 11 TYP 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. SOFFIT PHOTO SOFFIT PHOTO SOFFIT PHOTO N.T.S. 3 N.T.S. 2 N.T.S. 1 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA Project No.2010.610 OVERALL 09 SECOND FLOOR DEMOLITION REFLECTED 3 SOFFIT PLAN 1 2 i s s u e d_ BID SET 25 MAR 2025 . r e v i s i o n_ d r a w n_ CL PROJECT c h e c k e d_ NORTH OVERALL SECOND FLOOR DEMOLITION SOFFIT PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD3.02 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) EXISTING ROOF ASSEMBLIES DEMOLITION ROOF PLAN LEGEND DEMOLITION ROOF PLAN GENERAL NOTES 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. DEMO DEMO (E) ASPHALT COMPOSITE SHINGLES THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE E1 DEMO (E) UNDERLAYMENT DEMO EXISTING TYPE E1 ROOF ASSY TO PLYWOOD SHEATHING DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE OVER (E) 1/2" PLYWOOD SHEATHING SEE KEYNOTE 02 DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE (E) TO 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. TYP REMAIN OVER (E) ±1" VENT SPACE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A OVER (E) RIGID INSULATION ITEMS TO BE DEMOLISHED OR REMOVED SITE INSPECTION PRIOR TO BIDDING. 03 DEMOLISH (E) ROOF RIDGE. OVER (E) 4" MTL FRAMING @ 16" OC OVER (E) STRUCTURAL DECK 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF, DEMO FOR ROOF ANCHORS, SEE DEMO KEY NOTE 05 UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. ALL 04 DEMOLISH (E) VALLEY FLASHING. COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. DEMO (E) PRE FINISHED METAL ROOF PANEL E2 DEMO (E) MTL FRAMING 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. DEMO (E) PREFAB COOLER/FREEZER NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL COOLER/ DEMO ITEMS IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO FREEZER ADDITIONAL COST TO OWNER. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. 7359 REGISTERED 3. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. 4. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN 08 DEMOLISH (E) FLUE FLASHING. DEMO DEMO (E) ASPHALT COMPOSITE SHINGLES REPORT DURING DEMOLITION. CHRISTOPHER J. LILLEY E3 DEMO (E) UNDERLAYMENT STATE OF WASHINGTON (E) TO ________5 OVER (E) 1/2" PLYWOOD SHEATHING 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: SHED ROOF REMAIN 5. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY OVER (E) WOOD FRAMING A4.12 SHORING AND SUPPORT IS PART OF THIS CONTRACT. 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. 6. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. ________3 ________7 DEMO DEMO (E) SINGLE-PLY MEMBRANE ROOFING 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: E4 OVER (E) 1/2" PLYWOOD SHEATHING 7. PREP ALL EXTERIOR MATERIALS FOR NEW FINISH OR COATINGS. A4.11 A4.11 (E) TO OVER (E) WOOD FRAMING ROOF REMAIN 8. REMOVE ALL EXISTING EXTERIOR SEALANT JOINTS AND PREP JOINT FOR NEW SEALANT. CRICKETS ________4 ________8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: 9. ALL ROOF SLOPES ARE APPROXIMATE, FIELD VERIFY. A4.11 A4.11 10. SEE SOFFIT PLANS, A3.XX SERIES, FOR AREA OF SOFFIT DEMO 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 11. PREP ALL DS FOR NEW COATING, REMOVE AND REINSTALL AS REQUIRED FOR ALL WORK, SEE ROOF PLAN AND 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ ELEVATIONS FOR DS LOCATIONS. SYNTHETIC TRIM. 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. K L M N P Q R S 13' - 1" 21' - 3" 8' - 10" 17' - 1" 16' - 0" 7' - 10" 17' - 0" 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. K.2 K.3 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 1' - 9" 4' - 4" 7' - 0" 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 06 TYP 1 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. 02 E2 13' - 2" 10' - 7" 9' - 5" 21' - 9" 17' - 9" 21' - 7" 1" / 1'-0" p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE 2 IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 08 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA TYP 3 9 ' - 1 1 " 3" / 1'-0" 3" / 1'-0" " - 7 Project No.2010.610 3' E1 E1 1 E3 DEMOLITION 02 RIDGE 02 4 ROOF PLAN TYP 6' - 7" 4.7 PROJECT NORTH 5 SHED DEMO ROOF PLAN 2' - 10" V 1/16" = 1'-0" ALLEY ALLEY 6 V 3" / 1'-0" 3" / 1'-0" E1 3" / 1'-0" E1 E1 7 3 1/2" / 1'-0" 3 1/2" / 1'-0" RIDGE 8' - 3 1/4" 8 9 E1 E1 04 VA TYP L 01 L 11' - 6" 6' - 8" EY 31-101 9 9.3 2' - 6 3/4" VAL 11' - 10" 12' - 10" 3" / 1'-0" LEY V A L L E VALLEY Y 10' 10' - 10" 18' - 2" 10' - 10" 8' - 0" 4' - 4" 9.7 24' - 8" 3/8" / 1'-0" 3/8" / 1'-0" 10 RIDGE E1 04 E1 E4 E4 E1 E1 11 V A Y L E L L E L Y A TYP 3 1/2" / 1'-0" V 3 1/2" / 1'-0" 3" / 1'-0" 3" / 1'-0" 04 12 RIDGE RIDGE TYP RIDGE RIDGE RIDGE 3' - 4" 13 02 03 05 TYP TYP TYP 13.3 E1 E1 3" / 1'-0" E1 7' - 6" E1 14 E1 3" / 1'-0" 3 1/2" / 1'-0" 3" / 1'-0" 3 1/2" / 1'-0" VAL LEY ALLEY V 7' - 0" 11' - 2" 04 06 RIDGE 14.7 TYP 1' - 8" V 15 Y A 15 E L L L L E 15.1 A Y 3 1/2" / 1'-0" 3 1/2" / 1'-0" V 15.2 9' - 2" i s s u e d_ E1 E1 2' - 6 1/2" 8' - 3 1/2" 16 03 16 TYP BID SET 25 MAR 2025 24' - 0" 6' - 5" - 3" RIDGE 02 17 TYP . r e v i s i o n_ 18 5" / 1'-0" 5" / 1'-0" 19 11' - 0" 13' - 0" 11' - 0" 12' - 2" 2' - 6 3/4" 10' - 5 3/4" 14' - 6" 2' - 5" J.8 L.5 A.2 M.3 N.3 4' - 1 1/2" 13' - 0 1/2" 10' - 3" 8' - 7" 12' - 10" 22' - 4" 7' - 8" 30' - 0" 30' - 0" 16' - 11" 13' - 1" 47' - 2" 16' - 0" 24' - 10" 25' - 1" 5' - 4" 7' - 6" 8' - 10" 8' - 3" 12' - 11" 17' - 1" 12' - 11" 17' - 1" 12' - 11" 12' - 11 1/2" 25' - 2" 6' - 9" d r a w n_ CL A B C D E F G H J K L P Q S T U V W X Y Z AA BB CC DD EE FF GG PROJECT c h e c k e d_ NORTH OVERALL DEMOLITION ROOF PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD4.01 a l l r i g h t s r e s e r v e d FINISH LEGEND: (SHEETS AD5.01 - AD5.05) DEMO GENERAL NOTES: (SHEETS AD5.01 - AD5.05) KEY PLAN THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE 1 DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE BUILDING COMPONENT TO BE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE DEMOLISHED, SEE KEY NOTES CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A SITE INSPECTION PRIOR TO BIDDING. EXISTING FIBER CEMENT LAP SIDING, PRESSURE 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED WASH AND PREP FOR PAINT. SEE A5.XX SERIES OF, UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. FOR SPOT REPAIRS AND REPLACEMENT ALL COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR EXISTING BOARD AND BATT SIDING, NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS PRESSURE WASH AND PREP FOR PAINT. IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. DEMO BOARD AND BATT SIDING AND 7359 REGISTERED WRB, AND TRIM BOARDS, (E) 3. CONTRACTOR SHALL DEMOLISH AND/OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED SHEATHING TO REMAIN OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION/ADDITION WORK UNDER THIS ARCHITECT CONTRACT. COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS. CJ EXISTING CMU, PRESSURE WASH 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE CHRISTOPHER J. LILLEY CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. 3 2 STATE OF WASHINGTON 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN EXISTING CONCRETE, PRESSURE WASH REPORT DURING DEMOLITION. 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY SHORING AND SUPPORT IS PART OF THIS CONTRACT. EXISTING WINDOW IGU TO BE REPLACED 7. SEE CIVIL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION CALLOUTS. 8. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. 4 AA.2 B C D E F G H J J.8KK.2 K.3 L L.5 MM.3 N N.3 P Q R S T U V W X Y Z AA BB CC DD EE FF GG p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA OVERALL SOUTH ELEVATION Scale: 1/16" = 1'-0" 4 Project No.2010.610 DEMOLITION OVERALL EXTERIOR ELEVATIONS 1 2 4.7 7 8 9.3 13 14 15 15.1 18 19 19 18 17 16 15.215.115 14.7 14 13.313 12 11 10 9.7 9.3 9 8 7 6 5 4.7 4 3 2 1 OVERALL WEST ELEVATION OVERALL EAST ELEVATION Scale: 1/16" = 1'-0" 3 Scale: 1/16" = 1'-0" 2 i s s u e d_ BID SET 25 MAR 2025 . r e v i s i o n_ GG EE W T N K.3 K.2 J H G E D B A.2 d r a w n_ CL c h e c k e d_ OVERALL NORTH ELEVATION RM Scale: 1/16" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD5.01 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) FINISH LEGEND: (SHEETS AD5.01 - AD5.05) DEMO GENERAL NOTES: (SHEETS AD5.01 - AD5.05) KEY PLAN THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE BUILDING COMPONENT TO BE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE DEMOLISHED, SEE KEY NOTES CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. SITE INSPECTION PRIOR TO BIDDING. EXISTING FIBER CEMENT LAP SIDING, PRESSURE 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED 03 DEMOLISH (E) ROOF RIDGE. WASH AND PREP FOR PAINT. SEE A5.XX SERIES OF, UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. FOR SPOT REPAIRS AND REPLACEMENT ALL COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. 04 DEMOLISH (E) VALLEY FLASHING. 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR EXISTING BOARD AND BATT SIDING, NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. PRESSURE WASH AND PREP FOR PAINT. IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. DEMO BOARD AND BATT SIDING AND 6 7 8 7359 REGISTERED WRB, AND TRIM BOARDS, (E) 3. CONTRACTOR SHALL DEMOLISH AND/OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED SHEATHING TO REMAIN OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION/ADDITION WORK UNDER THIS ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. CONTRACT. COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS. CJ EXISTING CMU, PRESSURE WASH 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN A4.12 EXISTING CONCRETE, PRESSURE WASH REPORT DURING DEMOLITION. 4 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY 5 SHORING AND SUPPORT IS PART OF THIS CONTRACT. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: EXISTING WINDOW IGU TO BE REPLACED A4.11 A4.11 7. SEE CIVIL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION CALLOUTS. ________4 ________8 8. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: 3 A4.11 A4.11 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 1 2 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. 7 8 9 9.3 ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 06 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 12 06 02 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. TYP TYP 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Scale: 1/8" = 1'-0" 6 Project No.2010.610 DEMOLITION PARTIAL EXTERIOR 15 18 ELEVATIONS 12 21 TYP 20 PARTIAL SOUTH ELEVATION PARTIAL WEST ELEVATION PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION Scale: 1/8" = 1'-0" 5 Scale: 1/8" = 1'-0" 4 Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 2 B C D E F G H J J.8 K K.2 K.3 L L.5 M M.3 N N.3 P Q R S T U 11 12 06 20 TYP TYP TYP i s s u e d_ BID SET 25 MAR 2025 07 . r e v i s i o n_ 07 19 d r a w n_ TYP CL c h e c k e d_ PARTIAL SOUTH ELEVATION RM Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD5.02 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) FINISH LEGEND: (SHEETS AD5.01 - AD5.05) DEMO GENERAL NOTES: (SHEETS AD5.01 - AD5.05) KEY PLAN THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE 8 7 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE BUILDING COMPONENT TO BE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE DEMOLISHED, SEE KEY NOTES CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. SITE INSPECTION PRIOR TO BIDDING. EXISTING FIBER CEMENT LAP SIDING, PRESSURE 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED 03 DEMOLISH (E) ROOF RIDGE. WASH AND PREP FOR PAINT. SEE A5.XX SERIES OF, UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. 5 FOR SPOT REPAIRS AND REPLACEMENT ALL COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. 04 DEMOLISH (E) VALLEY FLASHING. 4 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR EXISTING BOARD AND BATT SIDING, NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. PRESSURE WASH AND PREP FOR PAINT. IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 1 2 3 6 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. DEMO BOARD AND BATT SIDING AND 7359 REGISTERED WRB, AND TRIM BOARDS, (E) 3. CONTRACTOR SHALL DEMOLISH AND/OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED SHEATHING TO REMAIN OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION/ADDITION WORK UNDER THIS ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. CONTRACT. COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS. CJ EXISTING CMU, PRESSURE WASH 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN A4.12 EXISTING CONCRETE, PRESSURE WASH REPORT DURING DEMOLITION. 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY SHORING AND SUPPORT IS PART OF THIS CONTRACT. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: EXISTING WINDOW IGU TO BE REPLACED A4.11 A4.11 7. SEE CIVIL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION CALLOUTS. ________4 ________8 8. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. T S R Q P N.3 N M.3 M L.5 L K.3 K.2 K J.8 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 2 1 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 26 06 11 21 11 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. TYP TYP TYP 26 DEMOLISH (E) FENCE AND POSTS. OPEN TO OPEN TO 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. BEYOND BEYOND p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. 07 PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. 25 c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. 15 16 l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Project No.2010.610 DEMOLITION W V U T 1 2 3 4 4.7 5 6 7 8 9 9.7 10 PARTIAL P N.3 N M.3 M L.5 L K.3 K.2 K J.8 J EXTERIOR 06 TYP ELEVATIONS 06 TYP 11 11 TYP 08 06 TYP TYP 07 11 12 PARTIAL NORTH ELEVATION PARTIAL WEST ELEVATION PARTIAL NORTH ELEVATION Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 Scale: 1/8" = 1'-0" 4 4.7 5 6 7 8 9 9 8 7 K.3 J H G F E i s s u e d_ BID SET 25 MAR 2025 06 06 07 TYP . r e v i s i o n_ 06 TYP 07 07 11 07 19 d r a w n_ TYP CL c h e c k e d_ PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION RM Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD5.03 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) FINISH LEGEND: (SHEETS AD5.01 - AD5.05) DEMO GENERAL NOTES: (SHEETS AD5.01 - AD5.05) KEY PLAN THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE BUILDING COMPONENT TO BE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE DEMOLISHED, SEE KEY NOTES CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. SITE INSPECTION PRIOR TO BIDDING. EXISTING FIBER CEMENT LAP SIDING, PRESSURE 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED 03 DEMOLISH (E) ROOF RIDGE. WASH AND PREP FOR PAINT. SEE A5.XX SERIES OF, UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. 1 FOR SPOT REPAIRS AND REPLACEMENT ALL COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. 04 DEMOLISH (E) VALLEY FLASHING. 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR EXISTING BOARD AND BATT SIDING, NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. PRESSURE WASH AND PREP FOR PAINT. IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. DEMO BOARD AND BATT SIDING AND 7359 REGISTERED WRB, AND TRIM BOARDS, (E) 3. CONTRACTOR SHALL DEMOLISH AND/OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED 2 SHEATHING TO REMAIN OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION/ADDITION WORK UNDER THIS ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. CONTRACT. COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS. CJ EXISTING CMU, PRESSURE WASH 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN A4.12 EXISTING CONCRETE, PRESSURE WASH REPORT DURING DEMOLITION. 3 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY SHORING AND SUPPORT IS PART OF THIS CONTRACT. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: EXISTING WINDOW IGU TO BE REPLACED A4.11 A4.11 7. SEE CIVIL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION CALLOUTS. ________4 ________8 8. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. 8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 4 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 7 6 5 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 U V W X Y Z AA BB CC 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 07 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 06 07 TYP 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. 19 19 TYP TYP c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA PARTIAL EAST ELEVATION PARTIAL SOUTH ELEVATION Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Project No.2010.610 DEMOLITION 15.215.115 14.7 14 13.3 13 12 11 10 9.7 9.3 9 8 PARTIAL 16 15.215.115 14.7 EXTERIOR ELEVATIONS 06 TYP 14 TYP 12 11 TYP TYP 06 TYP 17 15 16 PARTIAL EAST ELEVATION PARTIAL WEST ELEVATION PARTIAL SOUTH ELEVATION PARTIAL EAST ELEVATION Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 Scale: 1/8" = 1'-0" 4 Scale: 1/8" = 1'-0" 3 GG FF EE DD CC BB AA Z Y X W V U T 10 9.7 9.3 9 8 7 6 5 4.7 4 3 2 i s s u e d_ BID SET 25 MAR 2025 06 TYP . r e v i s i o n_ 06 TYP 07 11 11 TYP OPEN TO OPEN TO BEYOND BEYOND 07 16 19 d r a w n_ TYP CL 15 c h e c k e d_ PARTIAL NORTH ELEVATION PARTIAL EAST ELEVATION RM Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD5.04 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) FINISH LEGEND: (SHEETS AD5.01 - AD5.05) DEMO GENERAL NOTES: (SHEETS AD5.01 - AD5.05) KEY PLAN THE DRAWINGS & SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE BUILDING COMPONENT TO BE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE DEMOLISHED, SEE KEY NOTES CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. SITE INSPECTION PRIOR TO BIDDING. EXISTING FIBER CEMENT LAP SIDING, PRESSURE 1. "REMOVE", "DEMO", OR "DEMOLISH" SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED 03 DEMOLISH (E) ROOF RIDGE. 3 WASH AND PREP FOR PAINT. SEE A5.XX SERIES OF, UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. FOR SPOT REPAIRS AND REPLACEMENT ALL COSTS FOR REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS SHALL BE INCLUDED IN CONTRACTOR'S BASE BID. 04 DEMOLISH (E) VALLEY FLASHING. 4 2 2. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR EXISTING BOARD AND BATT SIDING, NOTED TO BE SALVAGED AND/OR RE-USED. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS 1 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. PRESSURE WASH AND PREP FOR PAINT. IDENTIFIED TO BE REMOVED, SALVAGED AND REINSTALLED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. DEMO BOARD AND BATT SIDING AND 7359 REGISTERED WRB, AND TRIM BOARDS, (E) 3. CONTRACTOR SHALL DEMOLISH AND/OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED SHEATHING TO REMAIN OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION/ADDITION WORK UNDER THIS ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. CONTRACT. COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS. CJ EXISTING CMU, PRESSURE WASH 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY CONSTRUCTION, INCLUDING ALL STRUCTURAL, MECHANICAL AND ELECTRICAL DEMOLITION WORK. STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN A4.12 EXISTING CONCRETE, PRESSURE WASH REPORT DURING DEMOLITION. 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY SHORING AND SUPPORT IS PART OF THIS CONTRACT. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: EXISTING WINDOW IGU TO BE REPLACED A4.11 A4.11 7. SEE CIVIL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION CALLOUTS. ________4 ________8 8. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA Project No.2010.610 DEMOLITION PARTIAL EXTERIOR ELEVATIONS PARTIAL EAST ELEVATIONN - PORTABLE PARTIAL NORTH ELEVATION - PORTABLE PARTIAL WEST ELEVATION - PORTABLE PARTIAL SOUTH ELEVATION - PORTABLE Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 5 4.7 4 3 2 T S R Q Q R S T i s s u e d_ 2 3 4 4.7 5 BID SET 25 MAR 2025 . r e v i s i o n_ OPEN TO OPEN TO OPEN TO OPEN TO BEYOND BEYOND BEYOND BEYOND d r a w n_ CL c h e c k e d_ PARTIAL EAST ELEVATION - COVERED PLAY PARTIAL SOUTH ELEVATION - COVERED PLAY PARTIAL WEST ELEVATION - COVERED PLAY PARTIAL NORTH ELEVATION - COVERED PLAY RM Scale: 1/8" = 1'-0" 4 Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD5.05 a l l r i g h t s r e s e r v e d DEMO KEY NOTES: (SHEETS AD2.01 - AD6.01) 01 PRIOR TO ROOF DEMO, VERIFY AND DOCUMENT HEIGHT AND LOCATION OF (E) BUILDINGS NUMBERS. 02 DEMOLISH (E) ASPHALT COMPOSITION SHINGLES AND UNDERLAYMENT. PLYWOOD DECK TO REMAIN. 03 DEMOLISH (E) ROOF RIDGE. 04 DEMOLISH (E) VALLEY FLASHING. 05 DEMOLISH (E) ROOF ASSEMBLY AS REQ'D FOR FALL PROTECTION ANCHORS. SEE ROOF PLAN FOR EXACT LOCATIONS. 06 DEMOLISH (E) PREFINISHED MTL GUTTERS. 7359 REGISTERED ARCHITECT 07 DEMOLISH (E) DOWNSPOUTS AND ASSOCIATED BRACKETS AT INDICATED LOCATIONS ONLY. 08 DEMOLISH (E) FLUE FLASHING. CHRISTOPHER J. LILLEY STATE OF WASHINGTON ________5 09 REMOVE ALL (E) BIRD NETTING TO COMPLETE WORK. REPLACE. SEE: A4.12 10 DEMOLISH (E) ROOF TO WALL VENTS. CUT BACK SIDING AS REQ'D FOR NEW WORK. ________3 ________7 11 REMOVE (E) PLANK SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 ________4 ________8 12 REMOVE (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK, SEE: A4.11 A4.11 Q 13 DEMOLISH DAMAGED FIBER CEMENT PLANKS, PROTECT (E) WRB. REPLACE. 14 DEMOLISH (E) TRIM AT SIDING MATERIAL TRANSITIONS AND ROOF TO WALL TRANSITIONS, PROTECT (E) WRB. REPLACE W/ SYNTHETIC TRIM. 2 15 DEMOLISH DAMAGED (E) SKIRT BOARD. REPLACE, TYP. 16 DEMOLISH AND REPLACE FULL PANEL OF DAMAGED BOARD & BATTEN SIDING. REPLACE FULL HEIGHT BATTENS AS REQ'D. 17 DEMOLISH AND REPLACE DAMAGED (E) BATTENS. ________6 18 DEMOLISH (E) SEALANT AT ALL PLANK SIDING, PROTECT (E) WRB, TYP. REPLACE. SEE: AD0.01 19 DEMOLISH (E) MASONRY CONTROL JOINT SEALANT + BACKER ROD, PREP TO RECEIVE NEW SEALANT. 02 20 ALT BID #1:DEMOLISH (E) INSULATED GLAZING UNITS AT NOTED WINDOWS ONLY. 02 21 DEMOLISH (E) GUARDRAILS. 22 DEMOLISH (E) LOADING RAMP, INCLUDING ASSOCIATED STEMS WALLS, FOOTINGS, AND ACCESSORIES. 23 DEMOLISH (E) CHILLER/FREEZER ROOF AND ROOF STRUCTURE. 24 DEMOLISH (E) CHILLER/FREEZER UNIT INCLUDING ASSOCIATED DOORS, FLOOR INSULATION, AND ACCESSORIES. 25 DEMOLISH (E) BOLLARDS AND ASSOCIATED FOOTINGS AT INDICATED LOCATIONS ONLY. PATCH ASPHALT AS REQ'D. 26 DEMOLISH (E) FENCE AND POSTS. 27 DEMOLISH AND SALVAGE (E) CHILLER/FREEZER CONDENSER UNITS. p r o j e c t_ 28 DEMOLISH AND SALVAGE (E) DISHWASHER AND ASSOCIATED HOOD. MAINTAIN (E) DUCTING FOR RECONNECTION. PRESIDENTS ES ENVELOPE IMPROVEMENTS 29 DEMOLISH (E) ACT ONLY AS REQ'D TO COMPLETE WORK. c l i e n t_ ARLINGTON SD 30 DEMOLISH (E) FENCE AND POSTS AS REQ'D FOR NEW WORK TO NEAREST (E) POST. l o c a t i o n_ 31 DEMOLISH (E) ASPHALT AS REQ'D FOR NEW WORK. ARLINGTON, WA Project No.2010.610 DEMOLITION SECTIONS MECH PLATFORM 14' -8" 29 23 11 06 07 28 i s s u e d_ 21 21 21 BID SET 25 MAR 2025 22 22 . r e v i s i o n_ Level 1 Level 1 Level 1 0' -0" 0' -0" 0' -0" d r a w n_ CL c h e c k e d_ SECTION WALL SECTION SECTION RM Scale: 1/2" = 1'-0" 3 Scale: 1/2" = 1'-0" 2 Scale: 1/2" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 AD6.01 a l l r i g h t s r e s e r v e d L E G E N D G E N E R A L N O T E S (E) FENCE 1. SEE SHEET A5.01 FOR FINISH SCHEDULE. (E) BOLLARD (E) SITE LIGHTING (E) BICYCLE RACK XXX PAINT COLORS, SEE FINISHED LEGEND SHEET A5.01 CONTRACTOR STAGING/PARKING AREA CONSTRUCTION FENCE 7359 REGISTERED ARCHITECT CLEAN ALL (E) CONC AND 13' - 4" CMU, APPLY WATER CHRISTOPHER J. LILLEY REPELLENT AND ANTI- STATE OF WASHINGTON GRAFFITI COATING TYP PRESIDENTS ELEMENTARY SCHOOL 505 EAST THIRD STREET 6"5" 8" 5" 6' - 0" NOTE: SIGN IS DOUBLE SIDED, NO TEXT ON OPPOSITE SIDE MONUMENT SIGN N.T.S. 2 (E) GATE POST TO REMAIN ± 13' - 7" ± 9' - 11" NEW FENCE TO MATCH (E) FENCE TO REMAIN ± 9" ± 12' - 1" ± 9" ± 9" ± 8' - 5" ± 9" DEMO AND REPLACE EXISTING ROOFING SHINGLES AND UNDERLAYMENT MATCH EXISTING HEIGHT 6" TYP ± 3' - 11" PAINT ALL WALLS, ± 10' - 2" TRIM, FASCIA, AND DOOR OF SHED 30A p r o j e c t_ 2' - 6" ± 6' - 3" TYP. PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ 6" ARLINGTON SD l o c a t i o n_ ARLINGTON, WA FENCE DETAIL FREEZER / CHILLER STORAGE SHED ELEVATIONS Scale: 1/2" = 1'-0" 7 N.T.S. 6 Scale: 1/4" = 1'-0" 1 Project No.2010.610 SITE PLAN & SITE DETAILS REMOVE BENCH AS REQ'D FOR WORK, REINSTALL (E) STL BOLLARD, PNT TYP30H FREEZER/CHILLER, SEE: ________6 A1.01 CONTRACTOR STAGING AREA EXISTING BICYCLE RACK, PNT 30E TYP (E) PORTABLE (E) COVERED PLAY AREA EXIST STORAGE BOLLARD BICYCLE RACK AND BENCH EXIST BOLLARDS, SHED, SEE: 1 SEE: N.T.S. 5 N.T.S. 4 ________ ________5 A1.01 A1.01 (E) PRESIDENTS ELEMENTARY SCHOOL FRENCH AVE N STILLAGUAMISH AVE i s s u e d_ BID SET 25 MAR 2025 EXIST BICYCLE ________4 RACK & BENCH, SEE: . r e v i s i o n_ A1.01 CLEAN ALL (E) CMU & CONCRETE, APPLY WATER REPELLENT AND R 9' - 1" CONTRACTOR ANTI-GRAFFITI COATINGS, TYP EXIST CMU RAISED PARKING BED PLANTERS, SEE: 3 ________ A1.01 EXIST CMU MONUMENT SIGN, SEE: ________2 A1.01 E 3RD ST d r a w n_ CL PROJECT NORTH c h e c k e d_ RAISED PLANTER BEDS OVERALL SITE PLAN RM N.T.S. 3 1" = 60'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A1.01 a l l r i g h t s r e s e r v e d PATCH & REPAIR WALL AS REQ'D AFTER DEMOLITION OF (E) HOOD REPLACE FULL FRP PANELS DAMAGED BY DEMOLITION OF (E) 7359 REGISTERED 12 EXHAUST HOOD. MATCH COLOR OF ARCHITECT ________ REPAINT THIS WALL TO ADJACENT FRP. A5.11 MATCH ADJACENT WALLS CHRISTOPHER J. LILLEY STATE OF WASHINGTON INTERIOR ELEVATION - KITCHEN NORTH WALL INTERIOR ELEVATION - KITCHEN EAST WALL Scale: 1/4" = 1'-0" 4 Scale: 1/4" = 1'-0" 3 ________1 ________1 M N A6.01 Q R M N A6.01 Q R 1' - 8" 41' - 6" VIF p r o j e c t_ 17' - 8" 23' - 10" PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA (E) FENCE GATE TO 1' - 1" 2' - 11" 4' - 0" 34' - 7" REMAIN NEW FENCE AND 8" BOLLARDS, 8" POSTS, SEE: SEE: ________7 Project No.2010.610 ________17 1' - 6" A5.11 8" A1.01 1' - 6" KITCHEN FLOOR 9" MAX CANE RAIL, ________3 ________3 ________3 SEE: 3" ________3 PLAN AND ________8 A6.01 A6.01 A6.01 PATCH AND REPAIR A6.01 A5.11 ASPHALT AS REQ'D REFLECTED 3" 9' - 7" 1 1 1 10' - 0" 1 CEILING PLAN 3' - 1" CLR COOLER FREEZER ________15 A5.11 8' - 6" 27' - 11" EDGE OF CURB 21' - 3" 6' - 0" VIF 6' - 0" 6' - 0" VIF 16' - 3" ROOF OVERHEAD EQ EQ EQ EQ 2 2 2 2 9" VIF ________9 3' - 0" CLR A5.11 ________5 1 ________11 ________1 A5.11 ________ A5.11 A6.01 A6.01 3 3 3 3 4 A2.01 3 i s s u e d_ BID SET 25 MAR 2025 12' - 0" VIF 4 4 . r e v i s i o n_ ________2 ________2 A6.01 A6.01 4.7 4.7 4.7 4.7 5 5 5 5 M N Q R M N Q R d r a w n_ CL PROJECT PROJECT c h e c k e d_ NORTH NORTH PARTIAL REFLECTED CEILING PLAN - KITCHEN PARTIAL FLOOR PLAN - KITCHEN RM 1/8" = 1'-0" 1/8" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A2.01 a l l r i g h t s r e s e r v e d SOFFIT PLAN LEGEND: (SHEETS A3.01 - A3.02) 30F EXISTING PERF SHEET METAL SOFFIT 30F UNO EXPOSED STEEL STRUCTURE 30A BOARD AND BATTEN SOFFIT BIRD NETTING 7359 REGISTERED ARCHITECT # VIEW REFERENCE CHRISTOPHER J. LILLEY STATE OF WASHINGTON SOFFIT PHOTO SOFFIT PHOTO SOFFIT PHOTO SOFFIT PHOTO SOFFIT PLAN GENERAL NOTES: (SHEETS A3.01 - A3.02) N.T.S. 7 N.T.S. 6 N.T.S. 5 N.T.S. 4 1. THESE GENERAL NOTES APPLY TO ALL SOFFIT PLAN DRAWINGS 2. SEE IMAGES FOR EXISTING CONDITIONS 3. PAINT ALL SOFFITS, EXPOSED STRUCTURE, SPRINKLER PIPING AND METAL DECK WHETHER KEYED OR NOT. p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD 4 l o c a t i o n_ ARLINGTON, WA SOFFIT PHOTO SOFFIT PHOTO N.T.S. 3 N.T.S. 2 Project No.2010.610 OVERALL FIRST FLOOR REFLECTED OPEN TO ABOVE SOFFIT PLAN 2 3 ________15 TYP A4.11 i s s u e d_ BID SET 25 MAR 2025 5 . r e v i s i o n_ 7 PAINT ALL EXPOSED STRUCTURAL STL AT UNDERSIDE OF ENTRY CANOPY 30G d r a w n_ 6 CL PROJECT c h e c k e d_ NORTH FIRST FLOOR REFLECTED SOFFIT PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A3.01 a l l r i g h t s r e s e r v e d SOFFIT PLAN LEGEND: (SHEETS A3.01 - A3.02) 30F EXISTING PERF SHEET METAL SOFFIT 30F UNO EXPOSED STEEL STRUCTURE 30A BOARD AND BATTEN SOFFIT BIRD NETTING 7359 REGISTERED ARCHITECT # VIEW REFERENCE CHRISTOPHER J. LILLEY STATE OF WASHINGTON SOFFIT PHOTO SOFFIT PHOTO SOFFIT PHOTO SOFFIT PHOTO SOFFIT PLAN GENERAL NOTES: (SHEETS A3.01 - A3.02) N.T.S. 4 N.T.S. 3 N.T.S. 2 N.T.S. 1 1. THESE GENERAL NOTES APPLY TO ALL SOFFIT PLAN DRAWINGS 2. SEE IMAGES FOR EXISTING CONDITIONS 3. PAINT ALL SOFFITS, EXPOSED STRUCTURE, SPRINKLER PIPING AND METAL DECK WHETHER KEYED OR NOT. p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA Project No.2010.610 OVERALL SECOND FLOOR REFLECTED SOFFIT PLAN 3 1 2 i s s u e d_ BID SET 25 MAR 2025 4 . r e v i s i o n_ d r a w n_ CL PROJECT c h e c k e d_ NORTH SECOND FLOOR REFLECTED SOFFIT PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A3.02 a l l r i g h t s r e s e r v e d DRAINAGE CALCULATIONS - GUTTERS AND DOWNSPOUTS ROOF ZONE ROOF ZONE DS SIZING GUTTER SIZING DS REQ'D DS SIZE DS PROV'D DS RAINFALL GUTTER (W) GUTTER CAPACITY GUTTER PRIMARY UPPER PRIMARY UPPER TOTAL (SQ IN) (NOM) DS ID (SQ IN) CHECK INTENSITY REQ'D * AT MAX 50 LF CHECK 1A 1,019 SF 0 SF 1,019 SF 2.83 3 3.26 8.36 OK 3363 6 14500 OK 1B 2,505 SF 0 SF 2,505 SF 6.96 4 4.26 14.27 OK 8266 6 14500 OK 1C 2,700 SF 0 SF 2,700 SF 7.50 4 4.26 14.27 OK 8911 6 14500 OK 1D 3,895 SF 0 SF 3,895 SF 10.82 4 4.26 14.27 OK 12852 6 14500 OK 1E 1,497 SF 0 SF 1,497 SF 4.16 3 3.26 8.36 OK 4941 6 14500 OK 1F 1,109 SF 0 SF 1,109 SF 3.08 3 3.26 8.36 OK 3661 6 14500 OK 2A 93 SF 0 SF 93 SF 0.26 3 3.26 8.36 OK 305 6 14500 OK 2B 690 SF 0 SF 690 SF 1.92 3 3.26 8.36 OK 2278 6 14500 OK 7359 REGISTERED 2C 1,495 SF 0 SF 1,495 SF 4.15 3 3.26 8.36 OK 4934 6 14500 OK ARCHITECT 2D 1,516 SF 0 SF 1,516 SF 4.21 3 3.26 8.36 OK 5002 6 14500 OK 2E 621 SF 0 SF 621 SF 1.73 3 3.26 8.36 OK 2050 6 14500 OK 2F 6A 287 SF 204 SF 491 SF 1.36 3 3.26 8.36 OK 1621 6 14500 OK CHRISTOPHER J. LILLEY 3A 6B 294 SF 204 SF 498 SF 1.38 3 3.26 8.36 OK 1642 6 14500 OK STATE OF WASHINGTON 3B 522 SF 0 SF 522 SF 1.45 3 3.26 8.36 OK 1721 6 14500 OK 3C 1,983 SF 0 SF 1,983 SF 5.51 3 3.26 8.36 OK 6543 6 14500 OK 3D 1,068 SF 0 SF 1,068 SF 2.97 3 3.26 8.36 OK 3525 6 14500 OK 4 869 SF 0 SF 869 SF 2.41 3 3.26 8.36 OK 2867 6 14500 OK 5 869 SF 0 SF 869 SF 2.41 3 3.26 8.36 OK 2867 6 14500 OK 6A 204 SF 0 SF 204 SF 0.57 3 3.26 8.36 OK 672 6 14500 OK 6B 204 SF 0 SF 204 SF 0.57 3 3.26 8.36 OK 672 6 14500 OK 7A 2E 511 SF 621 SF 1,132 SF 3.14 3 3.26 8.36 OK 3736 6 14500 OK 7B 2F 1,118 SF 491 SF 1,609 SF 4.47 3 3.26 8.36 OK 5311 6 14500 OK 7C 1,398 SF 0 SF 1,398 SF 3.88 3 3.26 8.36 OK 4614 6 14500 OK 7D 748 SF 0 SF 748 SF 2.08 3 3.26 8.36 OK 2468 6 14500 OK 7E 1,531 SF 0 SF 1,531 SF 4.25 3 3.26 8.36 OK 5052 6 14500 OK 7F 768 SF 0 SF 768 SF 2.13 3 3.26 8.36 OK 2536 6 14500 OK 7G 3A 83 SF 498 SF 581 SF 1.61 3 3.26 8.36 OK 1917 6 14500 OK 8A 761 SF 0 SF 761 SF 2.11 3 3.26 8.36 OK 2510 6 14500 OK 8B 761 SF 0 SF 761 SF 2.11 3 3.26 8.36 OK 2510 6 14500 OK 9 1,091 SF 0 SF 1,091 SF 3.03 3 3.26 8.36 OK 3599 6 14500 OK 10A 640 SF 0 SF 640 SF 1.78 3 3.26 8.36 OK 2112 6 14500 OK 10B 2A 439 SF 93 SF 532 SF 1.48 3 3.26 8.36 OK 1755 6 14500 OK 11A 502 SF 0 SF 502 SF 1.39 3 3.26 8.36 OK 1655 6 14500 OK 11B 684 SF 0 SF 684 SF 1.90 3 3.26 8.36 OK 2256 6 14500 OK 12A 519 SF 0 SF 519 SF 1.44 3 3.26 8.36 OK 1712 6 14500 OK 12B 741 SF 0 SF 741 SF 2.06 3 3.26 8.36 OK 2446 6 14500 OK 13A 1,504 SF 0 SF 1,504 SF 4.18 3 3.26 8.36 OK 4964 6 14500 OK 13B 1,046 SF 0 SF 1,046 SF 2.91 3 3.26 8.36 OK 3453 6 14500 OK 13C 1,206 SF 0 SF 1,206 SF 3.35 3 3.26 8.36 OK 3979 6 14500 OK 14A 469 SF 0 SF 469 SF 1.30 3 3.26 8.36 OK 1547 6 14500 OK 14B 1,442 SF 0 SF 1,442 SF 4.01 3 3.26 8.36 OK 4759 6 14500 OK 14C 1,952 SF 0 SF 1,952 SF 5.42 3 3.26 8.36 OK 6443 6 14500 OK 14D 13A, 13B 1,260 SF 2,550 SF 3,810 SF 10.58 4 4.26 14.27 OK 12574 6 14500 OK 15A 645 SF 0 SF 645 SF 1.79 3 3.26 8.36 OK 2127 6 14500 OK 15B 1,043 SF 0 SF 1,043 SF 2.90 3 3.26 8.36 OK 3443 6 14500 OK 15C 13C 756 SF 1,206 SF 1,962 SF 5.45 3 3.26 8.36 OK 6475 6 14500 OK 16 1C 1,073 SF 2,700 SF 3,773 SF 10.48 4 4.26 14.27 OK 12451 6 14500 OK 17A 351 SF 0 SF 351 SF 0.98 3 3.26 8.36 OK 1159 6 14500 OK 17B 1D 131 SF 3,895 SF 4,026 SF 11.18 4 4.26 14.27 OK 13287 6 14500 OK 18 1,142 SF 0 SF 1,142 SF 3.17 3 3.26 8.36 OK 3770 6 14500 OK RESOURCES AND FORMULAS USED: FROM SMACNA 7TH EDITION DS DS LEADER CAPACITY: TABLE G-2 p r o j e c t_ DS CAPACITY FORMULA: SQ IN DS LEADER CAPACITY REQ'D = ROOF AREA / (360) PER TABLE 1-2 PRESIDENTS ES ENVELOPE GUTTER SIZING: CHART 1-1 IMPROVEMENTS (E)DS M = DEPTH/WIDTH OF GUTTER PROFILE, DEFAULT 1.00 c l i e n t_ 14A IA = RAINFALL INTENSITY (3.3) PER TABLE 1-2 x ROOF AREA 18 ARLINGTON SD l o c a t i o n_ ARLINGTON, WA (E)DS 14B (E)DS 15A Project No.2010.610 ROOF DRAINAGE PLAN AND (E)DS 14C 15B CALCULATIONS (E)DS 14D (E)DS DS DS 15C (E)DS (E)DS 13A 13B 13C 17A (E)DS 16 (E)DS 17B (E)DS (E)DS DS DS DS (E)DS (E)DS (E)DS DS (E)DS 4 DS 1B 1C 1D 1E 1F 11A 11B 9 1A 2A (E)DS 6A 6B (E)DS DS 2F 3A 3B 3D 3C 10A 10B 2B 2C 2D 2E 12A 12B i s s u e d_ DS DS 5 BID SET 25 MAR 2025 7G (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS . r e v i s i o n_ (E)DS (E)DS (E)DS (E)DS 7A 7B 7C 7D 7E 7F 8A 8B (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS d r a w n_ CL PROJECT c h e c k e d_ NORTH DRAINAGE PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A4.00 a l l r i g h t s r e s e r v e d ROOF PLAN LEGEND ROOF PLAN GENERAL NOTES ROOF ASSEMBLIES ( SEE GENERAL NOTE 6 ) ASPHALT COMPOSITION SHINGLES 1. SMACNA, ARCHITECTURAL SHEET MTL MANUAL - LATEST EDITION, USED AS BASIS OF DESIGN NEW OVER SYNTHETIC UNDERLAYMENT FA-R-LL FALL PROTECTION ROOF ANCHOR & HORIZONTAL LIFE LINE ASSY, SEE: WITH CALCULATED ROOF AREA DRAINED PER DOWNSPOUT AREA EQUAL TO 360 SQ FT PER SQ IN. 1 COORDINATE LOCATIONS W/ STRUCT ROOF PLANS, TYP ALL ANCHORS SEE ROOF DRAINAGE PLAN/CALCS SHEET A4.00 OVER SELF ADHERED UNDERLAYMENT TYP EXIST OVER (E) 1/2" PLYWOOD SHEATHING OVER (E) ±1" VENT SPACE 2. ALL DOWNSPOUTS ARE SCHEDULE 10 STEEL PIPE 4" DIA UNO OVER (E) RIGID INSULATION ________9 FA-R FALL PROTECTION ROOF ANCHOR, SEE: 4 OVER (E) STRUCTURAL DECK A4.11 SEE: ________ FOR TYPICAL ATTACHMENT DETAIL. A4.12 3. DOWNSPOUT (DS) LOCATIONS ARE APPROXIMATE. SEE BUILDING ELEVATIONS FOR LOCATIONS. DS DOWNSPOUT @ GUTTER, SEE NOTE 2. 4. PROVIDE SMACNA GUTTER EXPANSION JOINTS (FIGS 1-6 OR 1-7). 2 SINGLE PLY MEMBRANE (BY FREEZER/COOLER MFR) OVER 1/2" FIBERBOARD PER MFR 6. ALL ROOF ASSEMBLIES, UNLESS NOTED OTHERWISE, ARE TYPE: 1 COOLER/ OVER TAPERED INSULATION BOARDS PER MFR MECH ROOF PENETRATIONS, FREEZER OVER PREFAB COOLER/FREEZER PER MFR SEE MECH FOR VARIOUS SIZES & TYPES 7. SEE MECHANICAL DRAWINGS FOR MECHANICAL ROOF TOP UNITS & ROOF PENETRATIONS. 7359 REGISTERED & SEE NOTE 7 FOR TYP DETAILS FLASH & SEAL PER DETAILS: ARCHITECT ________10 ________11 ________6 A4.11 A4.11 A4.12 EJ ASPHALT COMPOSITION SHINGLES GUTTER EXPANSION JOINT - SEE GEN NOTE 4. 3 NEW 8. ROOF SLOPES SHOWN ARE APPROXIMATE. CHRISTOPHER J. LILLEY OVER SYNTHETIC UNDERLAYMENT STATE OF WASHINGTON EXIST OVER SELF ADHERED UNDERLAYMENT SHED ROOF 9. FALL PROTECTION ROOF ANCHORS ARE TO ALIGN WITH STRUCTURE BELOW DECK. LOCATIONS SHOWN ON ROOF PLAN OVER (E) 1/2" PLYWOOD SHEATHING ARE APPROXIMATE, VERIFY LOCATIONS OF STRUCTURE IN FIELD. OVER (E) WOOD FRAMING 10. ROOF NUMBERS TO MATCH HEIGHT AND LOCATION OF (E) ROOF NUMBERS. FONT TO BE HELVETICA, COLOR WHITE. 4 NEW SBS MODIFIED ROOFING OVER (E) 1/2" PLYWOOD SHEATHING EXIST ROOF OVER (E) WOOD FRAMING CRICKETS K L M N P Q R S 13' - 1" 21' - 3" 8' - 10" 17' - 1" 16' - 0" 7' - 10" 17' - 0" K.2 K.3 DS 1' - 9" 4' - 4" 7' - 0" 1 (E)DS 4' - 0" ________11 TYP 9 A4.11 ' - 1 1 " FA-R FA-R 3 ________12 2 ________18 13' - 2" 10' - 7" 9' - 5" 21' - 9" 17' - 9" 21' - 7" 11' - 1" 5' - 9" A4.11 A4.11 p r o j e c t_ 1/8" / 1'-0" PRESIDENTS ES ENVELOPE 7" (E)DS 10' - 9 1/2" ' - 2 FA-R 2 IMPROVEMENTS 3 (E)DS 1 c l i e n t_ ARLINGTON SD EXHAUST FAN PER MECH, 9' - 10 1/2" EJ SEE: FA-R PROJECT 19' - 9" ________6 l o c a t i o n_ NORTH 17' - 7" A4.12 ARLINGTON, WA SHED ROOF PLAN 3" / 1'-0" 3" / 1'-0" 3 FA-R 1/16" = 1'-0" (E)DS 13' - 6" 1 1 (E)DS Project No.2010.610 FA-R FA-R FA-R FOR LOWER ROOF OVERALL ROOF 8' - 10" SEE: RIDGE ________1 9' - 10 1/2" PLAN 2' - 9" 4 A4.02 (E)DS DS DS 2' - 0" (E)DS 6' - 7" 4.7 (E)DS G 2' - 0" 5 9' - 5" 2' - 9" 3' - 5" FA-R FA-R 3' - 9" V 2' - 10" ALLEY 6 VALLEY FA-R 6 ________16 3" / 1'-0" TYP A4.11 3" / 1'-0" 1 AA DD FF 13' - 2" 3" / 1'-0" 1 (E)DS FOR LOWER ROOF 16' - 7" SEE: 1 3 1/2" / 1'-0" 3 1/2" / 1'-0" ________2 FA-R FA-R FA-R 14' - 6 1/2" FA-R 7 A4.02 FA-R 19' - 6" 5' - 5" (E)DS (E)DS (E)DS (E)DS 1 1 DS DS RIDGE 6' - 5 1/2" 3' - 2" DS DS (E)DS (E)DS 8' - 3 1/4" 8 9 FA-R FA-R EJ EJ 6' - 9" 15' - 3" 1' - 0" (E)DS 19' - 6" 19' - 6" VA FOR LOWER ROOF 5' - 10" 17' - 5" 4' - 3" RIDGE L L 11' - 6" 6' - 8" FA-R EY 31-101 1 SEE: 3 8' - 6" 9 9.3 FA-R ________ 2' - 6 3/4" VAL FA-R 3" / 1'-0" FA-R FA-R 11' - 10" 3' - 5" 12' - 10" A4.02 LEY ________6 V Y A DS E L TYP LL LE A Y VALLEY A4.11 10' - 0" V 3/8" / 1'-0" 3/8" / 1'-0" 1 10' 10' - 10" 18' - 2" 10' - 10" 8' - 0" 4' - 4" 9.7 24' - 8" 1' - 9" 1' - 2" 3 1/2" / 1'-0" 1 10 1 FA-R FA-R 3" / 1'-0" FA-R 4 RIDGE 4 3" / 1'-0" 6" 11' - 10" 6' - 5" 1 6' - 6" 11 V A Y 5 LL LE E L ________ Y A 5' - 6" TYP 3 1/2" / 1'-0" V FA-R FA-R FA-R FA-R A4.11 12' - 10" 17' - 1" FA-R ________3 12' - 11" 17' - 1" 12 RIDGE RIDGE RIDGE RIDGE A4.12 RIDGE 11' - 2" 10' - 0" 3' - 4" 7' - 6" 13 DS FA-R FA-R FA-R 8' - 4" (E)DS (E)DS 9' - 1" FA-R FA-R FA-R 5' - 3" 13.3 FA-R FA-R FA-R 15' - 5" 5' - 9" 1 9' - 1" 10' - 0" 8' - 0" ROOF 2 ROOF FA-R 9' - 5" 7' - 6" 7' - 6" FA-R 1 TYP ________ 1 14 18' - 0" TROUGH A4.12 TROUGH 1 3 1/2" / 1'-0" 3 1/2" / 1'-0" VAL 3" / 1'-0" 1' - 2" LEY FA-R 3" / 1'-0" 1 (E)DS DS 3 1/2" / 1'-0" ALLEY 1' - 2" V 7' - 6" 7' - 0" 11' - 2" 3" / 1'-0" FA-R 3' - 0" 4' - 3" FA-R FA-R 10' - 0" 14' - 4" 17' - 0" FA-R RIDGE 14.7 FA-R 3 1/2" / 1'-0" 3 1/2" / 1'-0" 14' - 2" 7' - 6" ROOF ROOF (E)DS 1' - 8" ROOF 7' - 0" TROUGH V TROUGH 15 TROUGH FA-R Y A FA-R FA-R FA-R FA-R 15 E L 4' - 6" LL RIDGE LE 1 1 (E)DS 15.1 (E)DS (E)DS (E)DS DS VA Y (E)DS (E)DS (E)DS EJ EJ EJ 15.2 (E)DS (E)DS ________1 FA-R FA-R (E)DS (E)DS i s s u e d_ 9' - 2" TYP 19' - 6" 19' - 6" ________1 A4.12 2' - 6 1/2" 8' - 3 1/2" 16 TYP 16 A4.11 BID SET 25 MAR 2025 7' - 6" 7' - 6" 24' - 0" 6' - 5" - 3" -LL -LL ROOF FA-R -R -R FA-R TROUGH 14' - 0" FA FA 17 . r e v i s i o n_ 4' - 9" 18 FA-R FA-R (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS 5" / 1'-0" 5" / 1'-0" -LL -LL -R -R FA FA (E)DS FA-R FA-R (E)DS 19 11' - 0" 13' - 0" 11' - 0" 12' - 2" 2' - 6 3/4" 10' - 5 3/4" 14' - 6" 2' - 5" J.8 L.5 A.2 M.3 N.3 4' - 1 1/2" 13' - 0 1/2" 10' - 3" 8' - 7" 12' - 10" 22' - 4" 7' - 8" 30' - 0" 30' - 0" 16' - 11" 13' - 1" 47' - 2" 16' - 0" 24' - 10" 25' - 1" 5' - 4" 7' - 6" 8' - 10" 8' - 3" 12' - 11" 17' - 1" 12' - 11" 17' - 1" 12' - 11" 12' - 11 1/2" 25' - 2" 6' - 9" d r a w n_ CL A B C D E F G H J K L P Q S T U V W X Y Z AA BB CC DD EE FF GG PROJECT c h e c k e d_ NORTH OVERALL ROOF PLAN RM 1/16" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A4.01 a l l r i g h t s r e s e r v e d 7359 REGISTERED ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON T 6 6 EDGE OF ROOF ABV DS 9 9 ROOF TROUGH p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS T c l i e n t_ ARLINGTON SD PROJECT l o c a t i o n_ NORTH ARLINGTON, WA PARTIAL ROOF PLAN Scale: 1/8" = 1'-0" 3 Project No.2010.610 J K.3 PARTIAL ROOF PLANS 4.7 4.7 EDGE OF ROOF ABV DS 9 9 ROOF TROUGH 9.7 9.7 J K.3 PROJECT NORTH PARTIAL ROOF PLAN Scale: 1/16" = 1'-0" 2 i s s u e d_ K.3 N BID SET 25 MAR 2025 . r e v i s i o n_ EDGE OF ROOF CRICKET ROOF ABV DS 4.7 4.7 ROOF TROUGH, 5 SEE: 5 ________1 ________2 TYP A4.12 A4.12 d r a w n_ K.3 N CL PROJECT c h e c k e d_ NORTH PARTIAL ROOF PLAN RM Scale: 1/16" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A4.02 a l l r i g h t s r e s e r v e d 1" ROOF INTAKE VENT, CUT (E) BOARD AND BATT OVER DECK FOR VENT SLOT PER MFR DRAINAGE MATRIX, O/ WRB BOARD AND BATT OVER LAP WRB OVER FLASHING ROOF ASSY PER SHINGLE CAP PER MFR DRAINAGE MATRIX, O/ WRB ROOF PLAN TYPE 'A' SEALANT W/ BACKER ROD PREFIN SHT MTL FLASHING PRE FIN SHT MTL FLASHING W/ LAP WRB OVER FLASHING 3/4" X 3-1/2" SYNTHETIC TRIM, PNT ROOF ASSY PER DRIP EDGE TO MATCH ADJACENT SIDING, TYP ROOF PLAN PREFIN SHT MTL FLASHING, PAINT TO MATCH ADJACENT SIDING, TYP DEMO (E) BOARD & BATTEN SIDING AS REQ'D FOR NEW WORK. PNT EXISTING FASCIA TO MATCH PROTECT (E) WRB, PATCH/REPAIR 33A TYP AS REQ'D 6" PRE FIN SHT MTL FLASHING W/ DRIP EDGE 3/4" X 3-1/2" SYNTHETIC TRIM, DIMENSIONALLY MATCH (E) TRIM. 2" 7359 REGISTERED PNT TO MATCH ADJACENT SIDING, TYP. ARCHITECT PNT EXISTING FASCIA TO MATCH 33A TYP TYPE 'A' SEALANT CHRISTOPHER J. LILLEY STATE OF WASHINGTON 3/4" X 3-1/2" SYNTHETIC TRIM, DIMENSIONALLY MATCH (E) TRIM. PNT TO MATCH ADJACENT SIDING, TYP TYPE 'A' SEALANT (E) WALL ASSY ROOF ASSY PER ROOF PLAN (E) WALL ASSY 6x6 STEP FLASHING ________7 SEE: SAM A4.11 FOR CALLOUTS IN COMMON TYP RAKE DTL EAVE DTL ROOF TO WALL DTL - BATTEN SIDING ROOF TO WALL DTL - BATTEN SIDING Scale: 1 1/2" = 1'-0" 16 Scale: 1 1/2" = 1'-0" 12 Scale: 3" = 1'-0" 8 Scale: 3" = 1'-0" 4 ROOF ASSY PER ROOF PLAN TYPE 'A' SEALANT O/ BACKER ROD DEMO (E) BOARD & BATTEN SIDING (E) FLUE AS REQ'D FOR NEW WORK. PROTECT (E) WRB, PATCH/REPAIR TYPE 'A' SEALANT AS REQ'D 3/4" X 3-1/2" SYNTHETIC TRIM, PNT SINGLE-PLY FLASHING PER MFR PRE-FIN FLASHING, ATTACH BASE TO MATCH ADJACENT SIDING, TYP FASTENERS PER MFR SS CLAMPING RING W/ CLEAT, FASTEN THROUGH ROOF VENT TO ROOF SHEATHING, PT WD NAILER TYP STORM COLLAR EXTEND ROOF UNDERLAYMENT UP DRIP EDGE PER MFR SEALANT PER MFR SIDEWALL AND LAP UNDER (E) WRB 1" MIN ROOF INTAKE VENT, TYP PRE FIN SIDEWALL STEP PREFIN SHT MTL DECK CLOSURE ROOF TO FLUE FLASHING, FIELD FLASHING 30G TO FOLLOW DECK PROFILE, VERIFY EXIST FLUE TO CONFIRM 1" MIN PNT TO MATCH ADJACENT 1/2 SIDING, TYP COMPATIBILITY OF FLASHING " ROOF ASSY PER ROOF PLAN ROOF ASSY PER ROOF PLAN DEMO (E) COLLAR 1" ROOF ASSY PER ROOF PLAN FASTENER AT EVERY OTHER LOW DECK FLUTE @ +/- 12" OC EXIST TRIM BOARD TO REMAIN (E) WALL ASSY p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS ________3 c l i e n t_ SEE A4.11 ________2 ________18 FOR ARLINGTON SD SEE: A4.11 A4.11 CALLOUTS IN FOR COMMON CALLOUTS IN COMMON l o c a t i o n_ ARLINGTON, WA FREEZER / CHILLER GUTTER DTL DECK CLOSURE DTL @ EXISTING SIDING FLUE PENETRATION DTL ROOF TO WALL DTL - LAP SIDING ROOF TO WALL DTL - LAP SIDING Scale: 3" = 1'-0" 19 Scale: 3" = 1'-0" 15 Scale: 1 1/2" = 1'-0" 11 Scale: 3" = 1'-0" 7 Scale: 3" = 1'-0" 3 Project No.2010.610 ROOF DETAILS PRE-FIN 2-PIECE SHT MTL COUNTER ROOF ASSY PER ROOF PLAN ROOF ASSY PER ROOF PLAN FLASHING, PAINT TO MATCH ADJACENT SIDING, ATTACH W/ 1" SCREWS @ 12" OC MAX PREFORMED LEAD CAP PRE-FIN SHT MTL EAVE FLASHING TERMINATION BAR AND TYPE FLASHING CLIPS AT 24" O.C. GUTTER BRACKETS SHALL BE 'A' SEALANT PER MFR FASTENED W/ (2) #10 SS LAP UNDERLAYMENT OVER ICE PANCAKE HEAD SCREWS AND WATER SHIELD & EXTEND PAST AS SHOWN 1-1/2"W GUTTER STRAP @ 3' -0" (E) PIPE VENT OC OFFSET FROM BRACKETS LAP ICE AND WATER SHIELD SCREW & PLATE PER MFR, TYP BELOW BY 1' -6" TYP. FASTEN W/ OVER VALLEY MTL AS SHOWN 8" MIN (1) #10 SS SCREW INSULATION TUBE 36" W PREFIN MTL VALLEY FLASHING FIBERGLASS INSULATION PREFIN SHT MTL DECK CLOSURE COLOR 30G 1 1/2" TO FOLLOW DECK PROFILE LEAD FLASHING COOLER ROOF ASSY PER MFR VALLEY LINER - ADDL LAYER OF 5 1/4" 1 1/4" SELF ADHERED ICE AND WATER SHIELD CONT UNDERLAYMENT LAPPED UNDER VALLEY MTL RUN ONTO AND SEALED PARALEL TO VALLEY SLOPE AROUND PIPE 6 " T Y FASTENER AT LOW DECK P SET SHINGLE IN SEALANT PER 6 " FLUTE @ +/- 24" OC TY MFR REQUIREMENTS, TYP P 4 6 " " 2" 3/4" X 3-1/2" SYNTHETIC TRIM, T Y DIMENSIONALLY MATCH (E) P 1 TRIM. PNT TO MATCH " ADJACENT SIDING, TYP 1" x 1/8" STL GUTTER BRACKETS @ 3'-0" OC SS LEAF STRAINER BOARD AND BATTEN SIDING, GUTTER OUTLET TUBE SEE ELEVATIONS FOR (E) WALL ASSY LOCATIONS & COLOR 4" MIN LENGTH DS SIZE & LOCATION PER ROOF PLAN COOLER WALL PER MFR 5" 2" ROOF ASSY PER ROOF PLAN FREEZER / CHILLER ROOF TO WALL DTL DECK CLOSURE DTL @ NEW SIDING PIPE PENETRATION DTL TYP VALLEY DTL TYP GUTTER DTL Scale: 3" = 1'-0" 18 Scale: 3" = 1'-0" 14 Scale: 3" = 1'-0" 10 Scale: 1 1/2" = 1'-0" 6 Scale: 3" = 1'-0" 2 LIFE LINE CABLE WHERE OCCURS ROOF ASSY PER ROOF PLAN FALL PROTECTION ANCHOR TYPE-A SEALANT 1" ROOF INTAKE VENT, CUT CUT PLYWOOD AS REQ'D (E) DECK FOR VENT SLOT SS CLAMPING RING TO MEET MIN DIM PER MFR i s s u e d_ IN SPRAY FOAM M 2" ASPHALT SHINGLE CAP GUTTER & BRACKETS ________2 1 SS STORM COLLAR 1" BID SET 25 MAR 2025 RIDGE VENT A4.11 CUT OUT DECK IN PREFORMED FLASHING BOOT M FALL ANCHORS AS NEEDED PER (BY OTHERS) (12" MAX) BUILT UP PT 2x NAILER, TYP ROOF ASSY PER ROOF PLAN MFR 3/16" DEMO (E) SHEATHING AS REQ'D, . r e v i s i o n_ 18GA 2x2x2'-6" REPLACE IN KIND ANGLE W/ (2)#8 SCREWS @ EA HIGH 5/16" ROOF ASSY PER ROOF PLAN FLUTE TYP 5/16" PL3/8x5x5 (E) MTL DECK 1" MAX CUT OUT AT ANCHOR AS NEEDED (E) STL BEAM (SIM AT OPEN PATCH AND REPAIR (E) SOFFIT WEB JOIST) PATCH VAPOR BARRIER AS REQ'D PER SOFFIT PLAN AS REQ'D 3/4" X 3-1/2" SYNTHETIC TRIM, d r a w n_ (E) WALL ASSY DIMENSIONALLY MATCH (E) 13 CL ________ TRIM. PNT TO MATCH ADJACENT SEE: A4.11 SIDING, TYP FOR FILL VOID WITH MINERAL STRUCTURAL DETAIL WOOL INSULATION, TYP TYPE 'A' SEALANT c h e c k e d_ STRUCTURAL ROOF ANCHOR DTL ROOF ANCHOR DTL TYP RIDGE VENT DTL TYP EAVE DTL RM Scale: 1" = 1'-0" 13 Scale: 3" = 1'-0" 9 Scale: 1 1/2" = 1'-0" 5 Scale: 1 1/2" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A4.11 a l l r i g h t s r e s e r v e d FULLY WELDED SS SADDLE FLASHING 12" MIN, TYP ALL SIDES 7359 REGISTERED ARCHITECT (E) WALL ASSY CHRISTOPHER J. LILLEY STATE OF WASHINGTON 3/8" DIA X 2-1/2" EPOXY ANCHOR 1/4" DIA BOLT W/ WASHERS 3/16" STL PL VFY WITH (E) STORM CONN. NOTE: CONTRACTOR TO VERIFY REQ'D SIZE IN FIELD AND DESIGN FINAL SHT MTL PAN PER (E) 4" DIA STL DS DIMENSIONS SADDLE FLASHING PERSPECTIVE DETAIL TYP DOWNSPOUT BRACKET DTL Scale: 3" = 1'-0" 8 Scale: 3" = 1'-0" 4 P Y T , Y E L L A V P U T H S " /2 1 IN M G IN F O O R S B S D N E T X E IN M " 3 P Y SBS BUILT UP ROOFING T p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA ROOF-TOP FAN PER MECH TYP CRICKET DETAIL Scale: 3" = 1'-0" 3 TREATED NAILER Project No.2010.610 PREFIN MTL FLASHING W/ ROOF DETAILS HEMMED EDGE PRE-MFR INSUL MECH CURB ASSY TREATED NAILER FULLY SOLDERED SS CRICKET PRE-FIN SHT MTL CURB FLASHING W/ HEMMED EDGE 1" SEMI RIGID INSULATION, TYP 5" ROOF DRAINAGE TROUGH PRE-FIN SHT MTL FLASHING W/ CLEAT, LAP OVER SHINGLES 1 1/2" ROOF ASSY PER ROOF PLAN TROUGH BRACKET W/ FASTENERS PER MFR L3x3x1/8" ROOF OPENING SUPPORT ________1 SEE: A4.12 FOR CALLOUTS IN COMMON MECH ROOF FAN CURB DETAIL ROOF DRAINAGE TROUGH DTL Scale: 1 1/2" = 1'-0" 6 Scale: 3" = 1'-0" 2 DOWNSPOUT BRACKET, SEE: ________4 A4.12 i s s u e d_ STL DS BID SET 25 MAR 2025 PRE-FIN MTL ROOF DRAINAGE TROUGH LAP UNDERLAYMENT OVER 1" TROUGH BRACKET . r e v i s i o n_ TROUGH BRACKET W/ FASTENERS PER MFR SIDEWINDER SCREW W/ CONT STL CABLE SYSTEM PER MFR BIRD NETTING d r a w n_ CL ________8 SEE: SEE: A4.11 FOR FOR CALLOUTS IN COMMON CALLOUTS IN COMMON c h e c k e d_ BIRD NETTING DETAIL ROOF DRAINAGE TROUGH DTL RM Scale: 3" = 1'-0" 5 Scale: 3" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A4.12 a l l r i g h t s r e s e r v e d FINISH LEGEND: (SHEETS A5.01 - A5.05) FINISH SCHEDULE: (SHEETS A3.01 - A3.02, A4.11 - A4.12, A5.01 - A5.05) FINISH NOTES: (SHEETS A3.01 - A3.02, A4.11 - A4.12, A5.01 - A5.05) GENERAL NOTES: (SHEETS A5.01 - A5.05) KEY PLAN 1 EXISTING LAP SIDING AND TRIM, 30. PAINT 1. SEE PLANS AND ELEVATIONS FOR MATERIAL AND COLOR DESIGNATIONS. 1. SEE FINISH LEGENDS FOR FINISH AND COLOR DESIGNATIONS. 30A PAINT 30A UNO A. LAP SIDING AND BOARD & BATTEN SIDING MFR: SHERWIN WILLIAMS 2. ALL EXTERIOR PRE-FINISHED SHEET METAL ACCESSORIES (FLASHINGS, GUTTERS, ETC.) TO 2. PROVIDE WATER REPELLENT AND ANTI-GRAFFITI COATING AT ALL CMU VENEER UP TO 30A COLOR: SW7610 MATCH UNO. ROOF MOUNTED DOWNSPOUT DRA33A INAGE TROUGHS & PRE-FINISHED HEIGHT NOTED ON ELEVATIONS. SHEET METAL ROOF VALLEY FLASHING TO MATCH. FIBER CEMENT BOARD + BATTEN SIDING AND B. BOARD & BATTEN SIDING AT CLASSROOM WINDOWS 3. PAINT ALL EXISTING PAINTED SURFACES (LAP SIDING, BOARD + BATTEN, DOWNSPOUTS, 30A TRIM OVER WRB W/ DRAINAGE MATRIX OVER MFR: SHERWIN WILLIAMS TRIM, HM DOORS AND FRAMES, ETC.) WRB OVER (E) SHEATHING, PAINT 30A COLOR: COLOR TO MATCH 33A DOORS, WINDOWS, TRIMS, MISC. UNO 30A C. WINDOW TRIM 1. EXTERIOR HOLLOW METAL DOORS AND FRAMES TO BE PAINTED TO MATCH MFR: SHERWIN WILLIAMS ADJACENT WALL, UNO. COLOR: COLOR TO MATCH EXISTING VINYL WINDOWS EXISTING BOARD & BATTEN SIDING AND TIRM, 30A 2. EXTERIOR RELITES TO BE PAINTED TO MATCH 33C UNO. 7359 REGISTERED PAINT 30A UNO D. NOT USED ARCHITECT 30A 3. ALL EXPOSED EXISTING WOOD AND SYNTHETIC TRIMS TO BE PAINTED TO MATCH E. DOWNSPOUTS & BRACKETS AND BUILDING MOUNTED LIGHT FIXTURES ADJACENT WALLS, UNO. MFR: SHERWIN WILLIAMS INSULATED GLAZING UNIT (IGU) COLOR: COLOR TO MATCH 33A 4. ALL LOUVERS AND ADJACENT TRIM TO BE PAINTED TO MATCH ADJACENT SIDING. CHRISTOPHER J. LILLEY INSTALLED IN (E) FRAME 3 2 STATE OF WASHINGTON F. EXPOSED STRUCTURAL STEEL, EXPOSED ROOF DECK, EXISTING SHT MTL FASCIA, AND EXISTING PERF SHT MTL SOFFITS MFR: SHERWIN WILLIAMS COLOR: SW6479 EXISTING CMU G. STRUCTURAL STEEL AT UNDERSIDE OF ENTRY CANOPY AND MAIN ENTRY DOORS AND FRAMES MFR: SHERWIN WILLIAMS COLOR: SW6678 EXISTING CMU W/ ANTI-GRAFFITI & H. BOLLARDS WATER REPELLANT COATINGS MFR: SHERWIN WILLIAMS COLOR: SW4084 31. ROOF EXISTING CONCRETE W/ ANTI-GRAFFITI & A. ASPHALT SHINGLE 4 WATER REPELLANT COATINGS MFR: MALARKEY COLOR: STORM GREY B. FREEZER / COOLER ROOF MFR: AEP SPAN COLOR: ZINC GRAY 32. FINISH FLOOR A. SHEET VINYL MFR: ALTRO STYLE: ALTRO STRONGHOLD 30 COLOR: PATE 33. SHEET METAL A. GUTTERS AND PRE-FINISHED SHEET METAL FLASHING MFR: AEP SPAN COLOR: ZINC GRAY AA.2 B C D E F G H J J.8KK.2 K.3 L L.5 MM.3 N N.3 P Q R S T U V W X Y Z AA BB CC DD EE FF GG p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA OVERALL SOUTH ELEVATION Scale: 1/16" = 1'-0" 4 Project No.2010.610 OVERALL EXTERIOR ELEVATIONS 1 2 3 4 4.7 5 6 7 8 9 9.3 9.7 10 11 12 1313.3 14 14.7 1515.115.2 16 17 18 19 19 18 17 16 15.215.115 14.7 14 13.313 12 11 10 9.7 9.3 9 8 7 6 5 4.7 4 3 2 1 OPEN TO OPEN TO BEYOND BEYOND OVERALL WEST ELEVATION OVERALL EAST ELEVATION Scale: 1/16" = 1'-0" 3 Scale: 1/16" = 1'-0" 2 i s s u e d_ BID SET 25 MAR 2025 . r e v i s i o n_ GG FF EE DD CC BB AA Z Y X W V U T S R Q P N.3 N M.3M L.5 L K.3 K.2KJ.8 J H G F E D C B A.2A OPEN TO OPEN TO BEYOND BEYOND d r a w n_ CL c h e c k e d_ OVERALL NORTH ELEVATION RM Scale: 1/16" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A5.01 a l l r i g h t s r e s e r v e d KEY PLAN 6 7 8 7359 REGISTERED ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON 4 5 3 1 2 7 8 9 9.3 ________8 A4.11 p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS (E)DS (E)DS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION PARTIAL SOUTH ELEVATION Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 Project No.2010.610 PARTIAL EXTERIOR ELEVATIONS 15 18 ________4 A4.11 (E)DS (E)DS PARTIAL WEST ELEVATION PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION Scale: 1/8" = 1'-0" 4 Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 2 B C D E F G H J J.8 K K.2 K.3 L L.5 M M.3 N N.3 P Q R S T U ALT BID #1: REPLACE 3' - 10" 1' - 4" 30A FAILED IGUs W/ NEW GLAZING, TYP i s s u e d_ BID SET 25 MAR 2025 (E) LOUVER (E)DS (E)DS ________1 TYP ROOF TROUGH ROOF TROUGH A4.11 30A TYP ________7 . r e v i s i o n_ TYP A4.11 ________1 TYP DS A5.11 TRIM BOARD, DS PAINT TO MATCH DS ADJACENT WALL, TYP ________8 TYP ROOF ________2 ROOF A4.11 TROUGH TYP A5.11 TROUGH 30B 30A TYP 30B 30B 30H (E) STRUCTURAL 30H STEEL, PNT 30F TYP d r a w n_ (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS CL DOWNSPOUT, (E) WDO TRIM, PNT 30E TYP PNT 30C TYP ________3 c h e c k e d_ TYP A5.11 PARTIAL SOUTH ELEVATION RM Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A5.02 a l l r i g h t s r e s e r v e d KEY PLAN 7 5 8 4 1 2 3 6 7359 REGISTERED ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON 10 9.7 9.3 9 8 7 6 5 4.7 4 3 2 T S R Q P N.3 N M.3 M L.5 L K.3 K.2 K J.8 (E)DS DS ________18 7" ROOF TROUGH A4.11 OPEN TO OPEN TO OPEN TO OPEN TO BEYOND BEYOND BEYOND BEYOND p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS DS (E)DS (E)DS (E)DS (E)DS (E)DS DS (E)DS c l i e n t_ ARLINGTON SD CANE RAIL, SEE: ________8 l o c a t i o n_ A5.11 ARLINGTON, WA PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Project No.2010.610 PARTIAL EXTERIOR W V U T 1 2 3 4 4.7 5 6 7 8 9 9.7 P N.3 N M.3 M L.5 L K.3 K.2 K J.8 J ELEVATIONS 2' - 6" (E)DS DS DS (E)DS (E)DS ROOF TROUGH ________3 TYP A4.11 (E)DS (E)DS (E)DS (E)DS DS DS PARTIAL NORTH ELEVATION PARTIAL WEST ELEVATION PARTIAL NORTH ELEVATION Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 Scale: 1/8" = 1'-0" 4 4.7 5 6 7 8 9 9 8 7 K.3 J H G F E 5' - 6" i s s u e d_ BID SET 25 MAR 2025 4" . r e v i s i o n_ ALT BID #1: REPLACE DS FAILED IGUs W/ NEW ROOF TROUGH GLAZING, TYP 30B (E) HANDRAIL, PNT 30E TYP CLEAN (E) STAIRS AND RAMPS, TYP d r a w n_ DS DS DS DS (E)DS (E)DS CL c h e c k e d_ PARTIAL WEST ELEVATION PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION RM Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A5.03 a l l r i g h t s r e s e r v e d KEY PLAN 8 7359 REGISTERED 1 ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON 2 7 3 6 5 4 2 1 BOARD & BATTEN PANELS p r o j e c t_ SYNTHETIC SKIRT PRESIDENTS ES ENVELOPE BOARD IMPROVEMENTS (E)DS (E)DS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA PARTIAL EAST ELEVATION PARTIAL EAST ELEVATION Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Project No.2010.610 PARTIAL U V W X Y Z AA BB CC 16 15.215.115 14.7 EXTERIOR 1' - 4" 2" ELEVATIONS DS ROOF TROUGH DS ROOF TROUGH 30B (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS PARTIAL SOUTH ELEVATION PARTIAL EAST ELEVATION PARTIAL WEST ELEVATION PARTIAL SOUTH ELEVATION Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 Scale: 1/8" = 1'-0" 4 Scale: 1/8" = 1'-0" 3 GG FF EE DD CC BB AA Z Y X W V U T 15.215.115 14.7 14 13.3 13 12 11 10 9.7 9.3 9 8 i s s u e d_ 2' - 0" BID SET 25 MAR 2025 . r e v i s i o n_ DS (E)DS 30B 30B ________7 TYP A5.11 ________6 BOARD & BOARD & TYP BATTEN PANEL BATTEN PANEL A5.11 d r a w n_ (E)DS (E)DS (E)DS (E)DS (E)DS (E)DS DS CL c h e c k e d_ PARTIAL EAST ELEVATION PARTIAL NORTH ELEVATION RM Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A5.04 a l l r i g h t s r e s e r v e d KEY PLAN 14 9 10 3 12 4 2 13 1 7359 REGISTERED ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON (E) SHT MTL WALL CAP, PNT 30E TYP p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA TRASH ENCLOSURE ELEV TRASH ENCLOSURE ELEV TRASH ENCLOSURE ELEV TRASH ENCLOSURE ELEV TRASH ENCLOSURE ELEV Scale: 1/8" = 1'-0" 13 Scale: 1/8" = 1'-0" 12 Scale: 1/8" = 1'-0" 11 Scale: 1/8" = 1'-0" 10 Scale: 1/8" = 1'-0" 9 Project No.2010.610 PARTIAL EXTERIOR ELEVATIONS 30A TYP PNT GUTTERS, FASCIA, & DOWNSPOUTS TO MATCH TYP33A PARTIAL WEST ELEVATION - PORTABLE PARTIAL SOUTH ELEVATION - PORTABLE PARTIAL EAST ELEVATIONN - PORTABLE PARTIAL NORTH ELEVATION - PORTABLE Scale: 1/8" = 1'-0" 8 Scale: 1/8" = 1'-0" 7 Scale: 1/8" = 1'-0" 6 Scale: 1/8" = 1'-0" 5 5 4.7 4 3 2 T S R Q Q R S T i s s u e d_ 2 3 4 4.7 5 BID SET 25 MAR 2025 30A TYP . r e v i s i o n_ OPEN TO OPEN TO OPEN TO OPEN TO BEYOND BEYOND BEYOND BEYOND d r a w n_ CL c h e c k e d_ PARTIAL EAST ELEVATION - COVERED PLAY PARTIAL SOUTH ELEVATION - COVERED PLAY PARTIAL WEST ELEVATION - COVERED PLAY PARTIAL NORTH ELEVATION - COVERED PLAY RM Scale: 1/8" = 1'-0" 4 Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A5.05 a l l r i g h t s r e s e r v e d 4" 3" TYP VIF DEMO (E) 3" DS COOLER WALL PER MFR 4" DS COOLER DOOR & FRAME PER MFR FO FINISH PROVIDE NEW STORM DRAIN CAP TO MATCH EXIST (E) STORM DRAIN (E) WALL ASSY (E) GRADE ASSY GRIND 6" SMOOTH 3/16" 2" 2" NOM SHED 40 STL PIPE 7359 REGISTERED RAIL & POST ARCHITECT TYPE 'A' SEALANT ALONG ALL (E) ALCOVE HEIGHT SIDES OF ALCOVE 6" ±7'-0" VIF CONT BENT SHT MTL CLOSURE CHRISTOPHER J. LILLEY TRIM, ATTACH W/ (2) ROWS 1" STATE OF WASHINGTON COUNTERSUNK SCREWS @ 12" DR HEAD HEIGHT OC MAX PER MFR NON-SHRINK GROUT 2 (E) WALL ASSY TYPE 'C' SEALANT ALONG ALL 18" MIN SIDES OF ALCOVE ________12 SEE: A5.11 FOR CALLOUTS IN COMMON 1" TYP COOLER ALCOVE HEAD DETAIL COOLER ALCOVE JAMB DETAIL (HEAD SIM) CANE RAIL DETAIL WALL BASE DETAIL @ CMU Scale: 3" = 1'-0" 16 Scale: 3" = 1'-0" 12 N.T.S. 8 Scale: 3" = 1'-0" 4 BOARD & BATTEN SIDING OVER DRAINAGE MATRIX OVER WRB OVER (E) WALL ASSY COOLER DOOR & THRESHOLD PER MFR (E) WALL ASSY RESILIENT FLOORING ,TYP32A BUTT NEW VINYL FLOORING UP TO EXISTING BENT SHT MTL FLASHING, PNT TO COOLER DOOR AND MACTCH ADJACENT WALL, TYP THRESHOLD PER MFR TYPE 'A' SEALANT & BACKER ROD BENT MTL FLASHING @ HEAD +/-5/4" X 3-1/2" SYNTHETIC TRIM, JOINT BETWEEN EXISTING AND DIMENSIONALLY MATCH (E) NEW SIDING, TYP TRIM TO BE DEMOED, TYP BOARD & BATTEN SIDING OVER DRAINAGE MATRIX OVER WRB OVER (E) WALL ASSY p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ________14 ________10 ARLINGTON SD SEE: SEE: A5.11 A5.11 FOR FOR CALLOUTS IN COMMON CALLOUTS IN COMMON l o c a t i o n_ ARLINGTON, WA EXTERIOR COOLER THRESHOLD DETAIL INTERIOR COOLER THRESHOLD DETAIL BOARD & BATTEN PANEL JOINT DETAIL BOARD & BATTEN WALL BASE DETAIL Scale: 3" = 1'-0" 15 Scale: 3" = 1'-0" 11 Scale: 3" = 1'-0" 7 Scale: 3" = 1'-0" 3 Project No.2010.610 EXTERIOR DS PER ROOF PLAN 2 COOLER WALL PER MFR 9" DETAILS COOLER DOOR & THRESHOLD PER MFR WRAP FLOOR FINISH 6" UP COOLER WALLS, TYP CONT #4 BAR GROUT INFILL RESILIENT FLOORING 32A (E) FLOOR ASSY (E) WALL ASSY (E) WALL ASSY (E) FOUNDATION WALL & FOOTING (E) LAP SIDING TO REMAIN DOWEL REBAR INTO EPOXY GROUTED DRILL HOLE IN (E) STEM TYPE 'A' SEALANT BOARD & BATTEN SIDING OVER WALL, 4" MIN EMBED DRAINAGE MATRIX OVER WRB +/-5/4" X 3-1/2" SYNTHETIC TRIM, FOOTING DRAIN PER CIVIL OVER (E) WALL ASSY DIMENSIONALLY MATCH (E) TRIM, VIF. ________13 ________13 CUT RABBET IN BATTON AT JOINT TYPE 'A' SEALANT W/ BACKER ROD SEE: SEE: BETWEEN EXISTING AND NEW A5.11 A5.11 FOR FOR SIDING, TYP (E) BOARD & BATTEN SIDING TO CALLOUTS IN COMMON CALLOUTS IN COMMON REMAIN COOLER FOOTING DETAIL COOLER FOOTING DETAIL BOARD & BATTEN PANEL JOINT DETAIL SIDING MATERIAL TRANSITION DETAIL Scale: 1 1/2" = 1'-0" 14 Scale: 1 1/2" = 1'-0" 10 Scale: 3" = 1'-0" 6 Scale: 3" = 1'-0" 2 TYPE 'A' SEALANT CONT BENT SHT MTL CURB FLASHING (2) #4 CONT i s s u e d_ 6" COOLER WALL PER MFR COOLER WALL PER MFR +/- 3/4" X 3-1/2" SYNTHETIC 1/2" CONC REINFORCEMENT PER MFR 6" DIA SCHED 40 STL PIPE, TRIM, DIMENSIONALLY MATCH CONTROL JOINT BID SET 25 MAR 2025 PNT 30H CONC CURB BELOW CONC CURB BELOW (E) TRIM TO BE DEMOED FILLED W/ CONC AND CROWNED FOR DRAINAGE CLOSURE TRIM & FASTENER PER MFR SLOPE CONC FOR DRAINAGE 1" MIN . r e v i s i o n_ CLOSURE TRIM & TYPE 'A' SEALANT W/ BACKER ROD 3' - 0" TYP 2" TYP FASTENER PER MFR PATCH AND REPAIR WEATHER BARRIER AND WINDOW WRAP BACKFILL W/ 3500 PSI CEMENT TYPE 'A' SEALANT AS REQ'D, TYP CONC #4 @ 12" OC HORIZONTAL, TYP ±1 1/2" x 1 1/2" 1' - 4" SYNTHETIC TRIM, DIMENSIONALLY MATCH (E) TRIM TO BE DEMOED (E) WALL ASSY TYPE 'A' SEALANT #4 @ 12" OC EACH DIRECTION, TYP 3' - 0" TYP #4 DOWEL @ 12" OC TYP, (E) WALL ASSY ALTERNATE HOOK DIRECTION (E) WALL ASSY 10" MIN (3) #4 CONT (E) WALL ASSY PREP AND PAINT LAP SIDING PER ELEVATIONS 3" CLR d r a w n_ CL 3" MIN 1' - 6" MIN 1' - 6" MIN c h e c k e d_ BOLLARD DETAIL COOLER FOOTING DETAIL COOLER TO WALL CONNECTION DETAIL COOLER TO WALL CONNECTION DETAIL OUTSIDE CORNER TRIM DETAIL RM Scale: 1" = 1'-0" 17 Scale: 1 1/2" = 1'-0" 13 Scale: 1 1/2" = 1'-0" 9 Scale: 1 1/2" = 1'-0" 5 Scale: 3" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A5.11 a l l r i g h t s r e s e r v e d 7359 REGISTERED ARCHITECT CHRISTOPHER J. LILLEY STATE OF WASHINGTON Q 2 p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA Project No.2010.610 SECTIONS MECH PLATFORM 14' -8" ________18 A4.11 ________19 A4.11 ________12 SIM A5.11 (E) WALL ASSY DISHWASHER AND DUCT PER MECH i s s u e d_ BID SET 25 MAR 2025 . r e v i s i o n_ ________10 ________13 ________14 A5.11 A5.11 A5.11 Level 1 Level 1 Level 1 0' -0" 0' -0" 0' -0" d r a w n_ CL c h e c k e d_ COOLER SECTION WALL SECTION COOLER SECTION RM Scale: 1/2" = 1'-0" 3 Scale: 1/2" = 1'-0" 2 Scale: 1/2" = 1'-0" 1 s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 A6.01 a l l r i g h t s r e s e r v e d (E) FENCE GATE TO REMAIN NEW FENCE AND BOLLARDS POSTS CANE RAIL 2A1 2A1 2B1 2B1 1 2A2 2B2 1 EQUIPMENT SCHEDULE COOLER FREEZER ITEM DESCRIPTION QUAN. REMARKS: 1 WALK-IN COLD STORAGE ROOMS 2 --- 2B2 2 REFRIGERATION SYSTEMS 4 INCLUDES (2) REDUNDANT SYSTEMS 3 WAREWASHER WITH BOOSTER HEATER 1 --- 2B1 4 VAPOR EXHAUST DUCTS 2 --- 2A2 2B2 ROOF 2A2 2A1 OVERHEAD p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD 2 l o c a t i o n_ ARLINGTON, WA NOTE: THIS IS AN APPROXIMATE LOCATION FOR THE CONDENSING UNIT RACK Project No.2010.610 SYSTEM. EXACT LOCATION TBD. FOOD SERVICE EQUIPMENT PLAN 3 i s s u e d_ 4 BID SET 25 MAR 2025 3 . r e v i s i o n_ 4 4.7 5 d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE EQUIPMENT PLAN LB- 1/4" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS1.01 a l l r i g h t s r e s e r v e d (E) FENCE GATE TO REMAIN NEW FENCE AND BOLLARDS POSTS NOTE: NOTE: DRAIN LINES TO DRAIN LINES TO DRAIN OUTSIDE- DRAIN OUTSIDE- PROVIDE P-TRAP PROVIDE P-TRAP PLUMBING SCHEDULE ITEM NO. P. NO. SIZE DESCRIPTION LOCATION HEIGHT SERVICE TO : REMARKS: --- P1 --- NOT USED --- --- --- --- NOTE: 3 P2 1/2" COLD WALL 12" WAREWASHER DRAIN WATER TEMPERING KIT --- DRAIN LINE TO 3 P3 1/2" HOT WALL 12" WAREWASHER WITH BOOSTER HEATER 90 GPH DRAIN OUTSIDE- PROVIDE P-TRAP 1 10" DEEP WALK-IN FLOOR DEPRESSION- REFER TO FS-302 WALK-IN DETAILS PLUMBING NOTES FREEZER 1. THIS DRAWING IS NOT TO BE USED FOR ESTABLISHING ROUGH-IN LOCATIONS. REFER TO DIMENSIONED DRAWING PREPARED BY THE KITCHEN EQUIPMENT CONTRACTOR. COOLER 2. UNDER PLUMBING WORK OF DIVISION 22, MAKE ALL ROUGH-INS AND FINAL CONNECTIONS IN 2B2 CONFORMANCE WITH LOCAL CODES. PROVIDE SHUT-OFF VALVES WITH PERMANENT NAME TAGS IDENTIFYING SUPPLY LINES TO EACH INDIVIDUAL PIECE OF EQUIPMENT. INCLUDE TRAPS, TAIL 2B1 PIECES, AND LINE STRAINERS AS REQUIRED. 3. UNDER KITCHEN EQUIPMENT WORK OF DIVISION 11, FURNISH & INSTALL WALK-IN COLD STORAGE ROOM NOTE: 2A2 EVAPORATOR COPPER DRAIN LINES. TRAP AT OUTLET END. DRAIN LINE TO DRAIN OUTSIDE- 4. UNDER PLUMBING WORK OF DIVISION 22, FURNISH AND INSTALL ALL EQUIPMENT WASTE LINES. 2A1 PROVIDE P-TRAP 5. UNDER PLUMBING WORK OF DIVISION 22, FURNISH AND INSTALL STAINLESS STEEL ESCUTCHEON PLATES FOR ALL DRAIN LINES PENETRATING WALK-IN WALL PANELS. 6. UNDER PLUMBING WORK OF DIVISION 22, FURNISH PRESSURE REDUCING VALVE FOR WATER LINES. p r o j e c t_ MINIMUM WATER PRESSURE AT WAREWASHER SHALL BE 20 PSI. PRESIDENTS ES ENVELOPE IMPROVEMENTS 7. UNDER PLUMBING WORK OF DIVISION 22, PROVIDE 120 DEGREE HOT WATER SUPPLY AT 2 c l i e n t_ WAREWASHER AS SHOWN. ARLINGTON SD NOTE: DRAIN LINE TO 8. SEE PLUMBING AND MECHANICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. l o c a t i o n_ DRAIN OUTSIDE- ARLINGTON, WA PROVIDE P-TRAP Project No.2010.610 FOOD SERVICE PLUMBING/ PLUMBING SYMBOL LEGEND MECHANICAL/ FLOOR DEPRESSION FLOOR SINK PLAN COLD WATER HOT WATER 3 MECHANICAL NOTES M1. ONE (1) 4" X 16" EXHAUST DUCT CONNECTION AT WAREWASHER UNLOAD END. 400 CFM WITH .25" STATIC PRESSURE AT DUCT COLLAR. M2. ONE (1) 4" X 16" EXHAUST DUCT CONNECTION AT WAREWASHER LOAD END. 200 CFM WITH .25" STATIC PRESSURE AT DUCT COLLAR. EXISTING DEPRESS./MECHANICAL FLOOR SINK SYMBOL LEGEND M1 i s s u e d_ 4 P2 EXHAUST DUCTS BID SET 25 MAR 2025 P3 FLOOR DEPRESSION M2 . r e v i s i o n_ 4.7 5 d r a w n_ SRH/LB- c h e c k e d_ LB- FOOD SERVICE PLUMBING/MECHANICAL/FLOOR DEPRESSION PLAN 1/4" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS1.02 a l l r i g h t s r e s e r v e d ELECTRICAL SCHEDULE ITEM NO. E.NO. VOLTS 0 DESCRIPTION LOC'N. HEIGHT SERVICE TO : RATING REMARKS 2A1, 2A2, 2B1, 2B2 E1 208 3 J-BOX ROOF VERIFY WALK-IN REFRIGERATION RACK 111.9 AMPS TOTAL (SYSTEMS A AND B). MOPD = 60. 1 AMPS 1 E2 120 1 J-BOX CEILING --- DOOR HEATER AND HEATED THRESHOLD 50 W AT EACH DOOR 1 E3 120 1 J-BOX CEILING --- (4) WALK-IN COOLER LIGHTS 260 W 65 W EACH FIXTURE (E) FENCE GATE TO 2A1 E4 120 1 J-BOX CEILING --- WALK-IN COOLER EVAPORATOR 1. 8 AMPS SYSTEMS AR - REDUNDANT SYSTEM REMAIN 2A1 E5 120 1 J-BOX CEILING --- WALK-IN COOLER EVAPORATOR 1. 8 AMPS SYSTEMS A - MAIN SYSTEM 1 E6 120 1 J-BOX CEILING --- (9) WALK-IN FREEZER LIGHTS 585 W 65 W EACH FIXTURE NEW FENCE AND 2B1 E7 208 1 J-BOX CEILING --- WALK-IN FREEZER EVAPORATOR 15. 2 AMPS SYSTEMS B - MAIN SYSTEM BOLLARDS 1 E8 120 1 J-BOX CEILING --- WALK-IN DRAIN LINE HEATER 1 KW --- POSTS 2B2 E9 208 1 J-BOX CEILING --- WALK-IN FREEZER EVAPORATOR 15. 2 AMPS SYSTEMS BR - REDUNDANT SYSTEM --- E10 --- -- NOT USED --- --- --- --- --- --- E11 --- -- NOU USED --- --- --- --- --- 2A1 2A1 2A2 2B1 2B1 3 E12 208 3 J-BOX WALL 62" WAREWASHER (MOTORS & CONTROLS) 51. 1 AMPS INTERCONNECT TO TABLE LIMIT SWITCH 3 E13 208 3 J-BOX WALL 65" WAREWASHER (BOOSTER HEATER) 58. 5 AMPS --- S S S S J J J J J E8 E4 E5 E7 E7 ELECTRICAL SCHEDULE S S E9 J E5 J 2B2 1. THIS DRAWING IS NOT TO BE USED FOR ESTABLISHING ROUGH-IN LOCATIONS. REFER TO DIMENSIONED DRAWINGS PREPARED BY THE KITCHEN EQUIPMENT CONTRACTOR. 1 2. UNDER ELECTRICAL WORK OF DIVISION 26, PROVIDE ALL ROUGH-INS AND FINAL CONNECTIONS IN NOTE: CONFORMANCE WITH LOCAL CODES. S S E3 S S RUN CONDUIT AND CONNECT NOTE: J 4. WALK-IN COLD STORAGE ROOMS, LIGHTS, AND CEILING MOUNT EVAPORATORS ARE FURNISHED AND J E2 TO THERMOSTAT RUN CONDUIT INSTALLED UNDER KITCHEN EQUIPMENT, DIVISION 11. UNDER ELECTRICAL WORK OF DIVISION 26, FURNISH J AND CONNECT J JE2 AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING ABOVE CEILING CONCEALED FROM SIGHT. TO THERMOSTAT E3 FREEZER J E1 5. ALL EVAPORATOR MOTOR CONNECTIONS SHALL BE MADE WITH CONDUIT TO A J-BOX. PLUG-IN TYPE CONNECTIONS WILL NOT BE ACCEPTED. E6 2B2 2B2 COOLER 8. COLD STORAGE ROOM EVAPORATOR DRAIN LINE HEAT TAPE FOR ALL DRAIN LINES RUNNING THRU FREEZERS ARE TO BE FURNISHED AND INSTALLED UNDER KITCHEN EQUIPMENT, DIVISION 11. 2B1 9. REFRIGERATION LINES SHOWN ARE SCHEMATIC ONLY AND SHALL BE ADJUSTED TO FIT BUILDING CONDITIONS. 2A2 10. UNDER ELECTRICAL WORK OF DIVISION 26, PROVIDE ALL DISCONNECTS, INTERLOCKS, AND CONTACTORS REQUIRED BY LOCAL CODES. 2A2 E9 J 2A1 J E4 11. UNDER ELECTRICAL WORK OF DIVISION 26, FURNISH AND INSTALL ALL INTERCONNECTING WIRING BETWEEN S E6 S WAREWASHER CONTROL PANEL AND EXHAUST FAN FOR AUTO FAN ON/OFF DURING EQUIPMENT OPERATION. SET FAN TO CONTINUE TO RUN AN EXTRA 20 MINUTES AFTER WAREWASHER IS TURNED-OFF. E2 J E3 E2 J p r o j e c t_ J J 12. REFRIGERATION SMART DEFROST CONTROLLER, FURNISHED BY DIVISION 11, SHALL MONITOR WALK-IN PRESIDENTS ES ENVELOPE T S S T EVAPORATORS & CONDENSING UNITS. UNDER ELECTRICAL WORK OF DIVISION 26 PROVIDE POWER FROM IMPROVEMENTS S S 2 EVAPORATOR COILS USING 24V 18 GA. LOW VOLTAGE WIRING. FOR OPTIONAL MONITORING CONNECTIVITY c l i e n t_ CAT5/6e CABLE (ETHERNET) PROVIDE BY G.C. FOR INTERCONNECTIVITY TO BUILDING NETWORK SYSTEM. ARLINGTON SD 13. UNDER ELECTRICAL WORK OF DIVISION 26 RUN ALL EXPOSED CONDUIT IN STAINLESS STEEL SLEEVES. l o c a t i o n_ ARLINGTON, WA NOTE: REFER TO MECHANICAL PLAN FOR EXACT LOCATION OF CONDENSING UNITS. VERIFY Project No.2010.610 LENGTH OF REFRIGERANT LINE RUNS FOR EACH UNIT. GROUND PAD BY G.C. FOOD SERVICE SYMBOLS ELECTRICAL/ 12" X 12" PULL BOX AT HEIGHT NOTED ON PLAN. MEASURED FROM REFRIGERATION FINISHED FLOOR NOT RAISED BASES. TO C OF PB. AND FLUSH WITH FIN. WALL. USE 2" O CONDUIT, DOWN, WITHIN WALL FROM PLAN ABOVE CEILING. ALL THE ABOVE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. X REFRIGERATION LINE CONNECTION AT EVAP0RATOR BY KITCHEN EQUIPMENT CONTRACTOR REFRIGERATION SYSTEM BY KITCHEN EQUIPMENT CONTRACTOR. INSULATED REFRIGERATION LINES. RUN FROM CONDENSING UNITS AND ABOVE FINISHED CEILING BY KITCHEN EQUIPMENT CONTRACTOR CONDUIT UNDER FLOOR SIZE AS NOTED ON PLAN FROM PB IN WALL 3 CONDUIT SHALL HAVE 24" MINIMUM RADIUS BENDS. FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. BACK PRESSURE REGULATOR SUCTION LINE EXPANSION VALVE SOLENOID SHUT-OFF EVAPORATOR VALVE SIGHT GLASS DRIER/ LIQUID STRAINERLINE CONDENSING UNIT TABLE LIMIT REMOTE, NORMAL TEMP. REF'R. SCHEMATIC SWITCH - COORD. NO SCALE LOC'N. W/OWNER S INCLUDE CRANKCASE HEATERS ADD OIL SEPARATORS ALL SYSTEMS FOR ALL SYSTEMS EXPOSED TO LOW TEMPERATURE DESIGNED FOR TO FREEZING WEATHER. SYSTEMS +90 AMBIENT E12 J i s s u e d_ E13 J 4 BID SET 25 MAR 2025 ELECTRICAL SYMBOL LEGEND J-BOX (JUNCTION BOX) J . r e v i s i o n_ THERMOSTAT T 4.7 SOLENOID S MOTOR 5 SWITCH(S) S LIGHT(S) d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE ELECTRICAL AND REFRIGERATION PLAN LB- 1/4" = 1'-0" s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS1.03 a l l r i g h t s r e s e r v e d SPECIFICATIONS Outdoor combo (with floors) [D]: 48" x 78" flush model G3 self-closing cooler door Vinyl foam NSF gasket (1/16" joint thickness), Cam-lock layout #4 *** NO WOOD BACKING *** *** TAMPER-PROOF FASTENERS *** SPECIAL INSTRUCTIONS *** STAINLESS STEEL TAMPER-PROOF FASTENERS *** Standard crating *** STAINLESS STEEL FASTENERS *** *** ELECTRICAL COMPONENTS PRE-WIRED *** WALL PANELS *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** Construction: 5" high density urethane (R-40) Brand: Imperial Brown Exterior Finish: Stucco galvalume Frame: 5" high density urethane (R-40), 4-sided (6" high sill) Interior Finish: .040 stucco aluminum w/ 22 ga. stainless steel 304 #4 both sides Ceiling connections: Camlock w/ 24 ga. stainless steel 430 (magnetic) liners Floor connections: Camlock Leaf: 5" thick, 3-side lap, standard height w/ 22 ga. stainless steel 304 #4 both sides CEILING PANELS w/ Magnetic gasket Construction: 5 1/2" wood frame urethane (R-44) w/ 2 1/4" black neoprene sweep Exterior Finish: Metal (3) Component Hardware #W59 spring assisted adjustable hinge Interior Finish: .040 stucco white aluminum (1) Kason #1229 handle only Ceiling Caps: No ceiling trim (1) Kason 'PUSH' pad Live Load: 106 psf (1) Kason #1094 hydraulic door closer (polished chrome) (1) Allegis #3200CH pull handle @ int. FLOOR PANELS (1) Kason #944 deadbolt w/ re-keyable core upgrade Model: Step-In Floor panels model #SIF (2) Modularm IP-1 illuminated push button for 75LC alarm Construction: 4" high density urethane (R-32) (1) 4 1/2" surface mount analog thermometer w/ 48" capillary w/ 16 ga. smooth galvanized @ interior (1) Terminal J-Box @ int. w/ Metal @ exterior (1) 14" x 14" heated (-20F) Norfab view window (50W, 120V, 0.42A) (1) 12 ga. stainless steel 304 #2B threshold DOORS 36" high AFF .125 aluminum diamond tread kickplates (frame, ext. & int.) [A]: 48" x 78" flush model G3 self-closing freezer door 36" high AFF .125 aluminum diamond tread kickplates (leaf, ext. & int.) *** NO WOOD BACKING *** (1) Rain hood, 12" deep***for doors 48" wide and less *** STAINLESS STEEL FASTENERS *** *** ELECTRICAL COMPONENTS PRE-WIRED *** PARTS *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** (13) ea. 4' LED light fixture #LED-440079 for cooler or freezer application (65W, 120-277V, 0.6-0.3A)-(Fixture ships Brand: Imperial Brown loose for field installation.) Frame: 5" high density urethane (R-40), 4-sided (6" high sill) (2) ea. Modularm MD1 + MD2 motion sensor kit-(Ships loose for field installation) w/ 22 ga. stainless steel 304 #4 both sides (92) lin.ft. Fabricated out of .125 aluminum diamond tread w/ 24 ga. stainless steel 430 (magnetic) liners Cut and pre-drilled for field installation @ the Exterior of some wall panels 36" high wainscoting w/ 4-sided heat cable in frame [FL-4-140W] (4) ea. Nylon coil support kit (29'-5" x 3.5 ohms/ft (103 total) @ 4.8 W/ft + Pepi - 120V, 1.2A) (4) Set Escutcheon Plates (6 pieces) Leaf: 5" thick, 3-side lap, standard height (82) lf. internal roof support-Steel Post and Beam w/ 22 ga. stainless steel 304 #4 both sides (8) ea. High density urethane equipment support blocks-10" x 10" x 4" thick R-9320 blocks (R-10, 350 psi @ 2% w/ Magnetic gasket deflection) - (for post and beam) w/ 2 1/4" black neoprene sweep (4) ea. Outside corner trim w/ huggers-Trim around masonry openings (sides) (3) Component Hardware #W59 spring assisted adjustable hinge (2" x 4") x 96" x Stainless, 304 #4, 22ga. (1) Kason #1229 handle only (2) ea. Outside corner trim w/ huggers-Trim around masonry openings (tops) (1) Kason 'PUSH' pad (2" x 4") x 60" x Stainless, 304 #4, 22ga. (1) Kason #1094 hydraulic door closer (polished chrome) (1) Pkg. Sloped roof - Membrane roofing-Cut size: 45ft x 32ft - High end: 45ft side - Rise: 4 in.w/ (1) roll Duro-Blue (1) Allegis #3200CH pull handle @ int. protective film (1) Kason #944 deadbolt w/ re-keyable core upgrade (Attaches to building on 41' - 6" side of box.) [QBRCS-1159] (2) Modularm IP-1 illuminated push button for 75LC alarm (1) Pkg. Sloped roof - ISO boards-[22 AA, 22 A, 22 B, 11 C, 33 Flat] (1) 4 1/2" surface mount analog thermometer w/ 48" capillary (97) ea. Prefabricated floor seismic restraint system-Simpson Titen or similar concrete screws @ 24"o/c (1) Terminal J-Box @ int. (30) ea. Interior seismic tie-down @ ceiling level-(2" x 2") x 96" x .040 stucco white aluminum (1) Kason 1832 heated air vent, SS (23W, 120V, .2A) (2) ea. (2" x 4") x 96" x Stucco galvalume outside corner vertical closure (1) 14" x 14" heated (-20F) Norfab view window (50W, 120V, 0.42A) (2) ea. (2" x 4") x 48" x Stucco galvalume outside corner vertical closure (1) 12 ga. stainless steel 304 #2B threshold 36" high AFF .125 aluminum diamond tread kickplates (frame, ext. & int.) NOTES 36" high AFF .125 aluminum diamond tread kickplates (leaf, ext. & int.) STANDARD NOTES [B]: 36" x 78" flush model G3 self-closing freezer door To prevent condensation, a minimum 2" from the walk-in exterior surface is required. High humidity conditions may *** NO WOOD BACKING *** require force ventilation in addition to clearance. *** STAINLESS STEEL FASTENERS *** *** ELECTRICAL COMPONENTS PRE-WIRED *** Installation site floor must be true and level within 3/16" per 10' or additional costs may be incurred. *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** Brand: Imperial Brown R-Plus Doors sliding and vertical lift doors shall not be considered means of egress. Check code egress Frame: 5" high density urethane (R-40), 4-sided (6" high sill) requirements for your application. w/ 22 ga. stainless steel 304 #4 both sides w/ 24 ga. stainless steel 430 (magnetic) liners RECESSED PIT w/ 4-sided heat cable in frame [FL-4-114W] Recess plan is provided to set min. size to allow panel installation. Recess depth, concrete floor above and below (25'-5" x 5 ohms/ft (127 total) @ 4.5 W/ft + Pepi - 120V, 1A) insulation, design, reinforcement, thickness & construction of concrete should be designed by a Qualified Leaf: 5" thick, 3-side lap, standard height Professional Engineer familiar with cold storage design, the site conditions and end users application. See project w/ 22 ga. stainless steel 304 #4 both sides contract documents. All concrete and excavation work & design is by others. w/ Magnetic gasket p r o j e c t_ w/ 2 1/4" black neoprene sweep ELECTRICAL PRESIDENTS ES ENVELOPE (3) Component Hardware #W59 spring assisted adjustable hinge Field electrician to verify maximum acceptable load for light switches.If load is too high, then relay type controls 25-IB-15430-01 IMPROVEMENTS 25-IB-15430.00.01-06 (1) Kason #1229 handle only should be used. (1) Kason 'PUSH' pad After wiring devices, ALL conduits must be sealed to stop moisture transfer through electrical raceways. c l i e n t_ (1) Kason #1094 hydraulic door closer (polished chrome) Failure to seal device per NEC codes WILL VOID WARRANTY. ARLINGTON SD (1) Allegis #3200CH pull handle @ int. (1) Kason #944 deadbolt w/ re-keyable core upgrade ENGINEERING l o c a t i o n_ (1) Modularm 75LCT multi-monitor temperature alarm w/ IP-1 illuminated push button Foundation, special inspection, footings, anchor bolt embedment, edge distances and all reinforcing are to be ARLINGTON, WA (1) 4 1/2" surface mount analog thermometer w/ 48" capillary designed by a qualified professional engineer based on concrete strength and specific soil condition at the building (1) Terminal J-Box @ int. site. (1) Kason 1832 heated air vent, SS (23W, 120V, .2A) Foundation and freezer pit to be designed for loads designated on plan and/or in engineering calculations. (1) 14" x 14" heated (-20F) Norfab view window (50W, 120V, 0.42A) All foundation dimensions to be field verified. (1) 12 ga. stainless steel 304 #2B threshold All mechanical unit anchorage and support to be designed by others. Project No.2010.610 36" high AFF .125 aluminum diamond tread kickplates (frame, ext. & int.) All connectors or elements in contact with aluminum to be stainless steel (STL/STL). 36" high AFF .125 aluminum diamond tread kickplates (leaf, ext. & int.) If walk-in ceiling is suspended, existing roof structure to be designed by others for loads induced from new walk-ins FOOD SERVICE where shown on plans and/or in engineering calculations. [C]: 36" x 78" flush model G3 self-closing cooler door Walk-in is designed for code applied loads. WALK-IN BOX *** NO WOOD BACKING *** Design does not include static pressure review. *** STAINLESS STEEL FASTENERS *** Components of all doors, windows, and openings to be designed for loads induced by wind, design by others. DETAILS *** ELECTRICAL COMPONENTS PRE-WIRED *** All loads are service loads. *** LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE *** Special Inspection is required per IBC 1704 and 1707 for post installed anchor bolts (for California, follow CBC Brand: Imperial Brown 1704 and 1707). Frame: 5" high density urethane (R-40), 4-sided (6" high sill) w/ 22 ga. stainless steel 304 #4 both sides REVISIONS w/ 24 ga. stainless steel 430 (magnetic) liners 01 02/17/2025 Change floors to Model SIF in 10" recess; change exterior finish (excl. doors) to stucco galvalume. Leaf: 5" thick, 3-side lap, standard height 02 03/12/2025 Update locations of Doors [A] & [D]. Replace rain shield at [D] with rain hood. w/ 22 ga. stainless steel 304 #4 both sides 03 03/12/2025 Add vertical closures. w/ Magnetic gasket 04 03/18/2025 Update locations of Doors [B] & [C]. w/ 2 1/4" black neoprene sweep 05 03/20/2025 Update dimensions and door locations. (3) Component Hardware #W59 spring assisted adjustable hinge 06 03/21/2025 Remove sloped membrane roofing, change ceiling construction to 5" HD and update wall heights, (1) Kason #1229 handle only remove ceiling support in cooler and change to one run in freezer. (1) Kason 'PUSH' pad 07 03/24/2025 Add sloped membrane roofing, change ceiling construction to 5 1/2" WF and update wall heights, (1) Kason #1094 hydraulic door closer (polished chrome) add ceiling support in cooler and change to two runs in freezer, show gutter on Detail 1/4. (1) Allegis #3200CH pull handle @ int. (1) Kason #944 deadbolt w/ re-keyable core upgrade (1) Modularm 75LCT multi-monitor temperature alarm w/ IP-1 illuminated push button (1) 4 1/2" surface mount analog thermometer w/ 48" capillary (1) Terminal J-Box @ int. (1) 14" x 14" heated (-20F) Norfab view window (50W, 120V, 0.42A) (1) 12 ga. stainless steel 304 #2B threshold 36" high AFF .125 aluminum diamond tread kickplates (frame, ext. & int.) 36" high AFF .125 aluminum diamond tread kickplates (leaf, ext. & int.) HALLIDAY ASSOCIATES INC CAMAS, WA PRESIDENTS ELEMENTARY - ARLINGTON, WA ARLINGTON, WA - - PRELIMINARY DRAWING - Customer Note: This is a preliminary drawing only. Approving this drawing only indicates that you agree with overall dimensions and door and opening locations. Panel sizes and layout is subject to change. If "Nominal Size" has been quoted, i s s u e d_ NSF LABEL then actual dimensions may end up a bit smaller than drawn herein. Actual R N.S.F. LISTED (STD #7) dimensions will be shown on subsequent non-preliminary drawings. Should discrepencies be found between drawing and sales order, customer may be SCALE: 3/16" = 1'-0" BID SET 25 MAR 2025 COMPONENT N.S.F. GASKET @ ALL PANEL JOINTS asked to approve standard Submittal drawings. DATE DRAWN: 2/5/2025 The customer or their representative in signing these drawings is taking DATE PRINTED: 3/24/2025 responsibility for overall size and fit around building walls, columns and ceiling BY: MMC restrictions, door locations, openings for equipment supplied by others, . r e v i s i o n_ THE MINIMUM BTU'S SHOWN ARE BASED ON NSF STANDARD #7, CHK'D BY: specifications and accessories listed. SECTION 5, PARAGRAPH 5.36.7, REQUIREMENTS (REF. TABLE 1). APPROVED FOR FABRICATION WITH NO CHANGES THESE NUMBERS ARE NOT INTENDED TO BE USED FOR SIZING DRW#: 25-IB-15430-01 APPROVED FOR FABRICATION WITH CHANGES OF REFRIGERATION UNITS FOR THIS WALK-IN. THE MANUFACTURER REVISE AND RESUBMIT BOX: 1 OF 1 RECOMMENDS CONSULTING WITH A QUALIFIED ENGINEER OR SHEET: 1 OF 5 REFRIGERATION CONTRACTOR. Signature: ____________________________________________ d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE WALK-IN BOX DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS2.01 a l l r i g h t s r e s e r v e d 2 3 LOW END 2 4 4 4 19 11/16 47 47 47 47 31 5/8 47 47 47 47 47 23 C P C P C P C P C P C P C P C P C P C P C P C22 C23 C24 C25 C26 C1 C2 C3 C4 C5 C6 C7 107 15/16 C C C C C C C C C C C C P P P P P P P P P P P P C P C P C P C P C P C P C P C P C P C P C P C27 C28 C29 C30 C31 C8 C9 C10 C11 C12 C13 C14 113 1/2 SLOPE DOWN SLOPE DOWN C C C C C C C C C C C C P P P P P P P P P P P P C P C P C P C P C P C P C P C P C P C P C P C32 C33 C34 C35 C36 C15 C16 C17 C18 C19 C20 C21 113 7/16 HIGH END CEILING PANELS p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS 25-IB-15430-01 25-IB-15430.00.01-06 c l i e n t_ ARLINGTON SD l o c a t i o n_ 41'-6" [498] ARLINGTON, WA 17'-5 1/2" [209 1/2] 24'-0 1/2" [288 1/2] 96 96 96 DC 96 96 17 3/4 5 3/413 7/8 47 47 47 47 42 5/8 47 47 47 47 47 12 Project No.2010.610 5 3/4 W39 W40 W41 W42 W43 W8 W9 W10 W11 W12 W13 W14 FOOD SERVICE 15 13/16 17 13/16 W38 23 DC W15 WALK-IN BOX 47 W7 DETAILS 47 W37 96 47 W16 96 47 W6 9'-0" [108] Ceiling Support 12'-2" [146] 12'-4" [148] 47 1 TYP. W36 5 W17 47 W12 X 16# x 16'-11 1/2" [203 1/2] Self Supporting Steel Post & Beam W16 X 26# x 23'-1 1/2" [277 1/2] Self Supporting Steel Post & Beam 14 W5 T $ $ T $ $ 5 4 COOLER W/ FLOOR FREEZER W/ FLOOR C L [D] C L 47 96 68 PNL [A] W18 68 PNL A C 3 3 27'-11" [335] 3x3x1/4 H.S.S. post (typ.) 47 W19 9'-5 1/2" [113 1/2] Ceiling Support 47 47 W35 W4 HALLIDAY ASSOCIATES INC CAMAS, WA PRESIDENTS ELEMENTARY - ARLINGTON, WA ARLINGTON, WA - 58 13/16 W12 X 16# x 16'-11 1/2" [203 1/2] Self Supporting Steel Post & Beam W16 X 26# x 23'-1 1/2" [277 1/2] Self Supporting Steel Post & Beam 47 96 W20 15'-9" [189] 47 15'-7" [187] W34 47 W3 96 23 47 W2 W21 47 W33 9'-5 1/2" [113 1/2] Ceiling Support 2 DC W1 46 3/4 5 [C] 29 15/16 [B] W32 W31 W30 W29 $ W28 W27 $ W26 W25 W24 W23W22 23 3/4 13 3/4 5 3/4 47 47 43 5/8 $T 56 PNL 33 5/16 47 $T 56 PNL 47 47 47 14 13/165 3/4 T T DC i s s u e d_ C C WALL PANELS 14'-3 5/8" [171 5/8] L 37 7/8 8'-2 5/8" [98 5/8] L 15'-9 7/8" [189 7/8] Stucco galvalume BID SET 25 MAR 2025 4'-8" [56] 4'-8" [56] .040 stucco aluminum SCALE: 3/16" = 1'-0" MIN BUILDING OPENING 22 ga. stainless steel 304 #4 MIN BUILDING OPENING DATE DRAWN: 2/5/2025 DATE PRINTED: 3/24/2025 . r e v i s i o n_ B 3 BY: MMC CHK'D BY: DRW#: 25-IB-15430-01 CONSTRUCTION LEGEND: BOX: 1 OF 1 5 1/2" wood frame urethane (R-44) SHEET: 2 OF 5 5" high density urethane (R-40) 4" high density urethane (R-32) d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE WALK-IN BOX DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS2.02 a l l r i g h t s r e s e r v e d 41'-8" [500] 19 11/16 47 47 47 47 31 5/8 47 47 47 47 47 23 C P C P C P C P C P C P C P C P C P C P C P 10" x 10" x 4" thick R-9320 F1 F2 F3 F4 F5 F16 F17 F18 F19 F20 F21 F22 144 support blocks (typ.) 10 4 36 36 10 36 10 6 1/2 11 1/2 C C C C C C C C C C C C P P P P P P P P P P P P 10" RECESSED PIT 28'-1" [337] C P C P C P C P C P C P C P C P C P C P C P F6 F7 F8 F9 F10 F23 F24 F25 F26 F27 F28 F29 144 6 1/2 11 1/2 10 10 65 9/16 65 9/16 65 9/16 C C C C C C C C C C C C P P P P P P P P P P P P C P C P C P C P C P C P C P C P C P C P C P F11 F12 F13 F14 F15 F30 F31 F32 F33 F34 F35 F36 46 7/8 FLOOR PANELS PIT PLAN p r o j e c t_ PRESIDENTS ES ENVELOPE 25-IB-15430-01 IMPROVEMENTS 25-IB-15430.00.01-06 c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA Project No.2010.610 FOOD SERVICE 84" high MINIMUM 84" high MINIMUM WALK-IN BOX masonry opening masonry opening DETAILS Building Walls Backing @ int. Backing @ int. 6 1 5 (by others than IB) for strip curtain for strip curtain 4 Backing @ int. 4 for strip curtain 10 1/4 10 1/4 10 1/4 6 11/16 HV J HV J HV J LV LV T T T PB PB IP-1 7 4 IP-1 PUSH 75LCT PUSH 75LCT PUSH 102 1/2 1229 102 1/2 102 1/2 1229 1229 102 1/2 9'-8 3/4" [116 3/4] 9'-5 3/16" [113 3/16] 8'-6 1/2" [102 1/2] 8'-0 1/2" [96 1/2] A.F.F. 8'-10 3/4" [106 3/4] A.F.F. 8'-6 1/2" [102 1/2] 8'-0 1/2" [96 1/2] A.F.F. 8'-10 3/4" [106 3/4] A.F.F. [D] W32 36 Wainscoting W32 [C] [B] W23W22 W38 W37 W36 W35 W34 W33 W31 W30 W29 W28 W27 W26 W25 W24 4 4 10 PIT 10 PIT A ELEVATION 8 11 B ELEVATION 11 9 9 11 HALLIDAY ASSOCIATES INC CAMAS, WA PRESIDENTS ELEMENTARY - ARLINGTON, WA ARLINGTON, WA 4 4 4 4 4 4 - 3 3 1 5 Backing @ int. 4 for strip curtain 10 1/4 6 11/16 HV J T IP-1 IP-1 PUSH 102 1/2 1229 102 1/2 9'-5 3/16" [113 3/16] 8'-6 1/2" [102 1/2] 8'-0 1/2" [96 1/2] A.F.F. 8'-10 3/4" [106 3/4] A.F.F. i s s u e d_ W8 W5 [A] W28 W7 W6 W4 W3 W2 W1 BID SET 25 MAR 2025 SCALE: 3/16" = 1'-0" 4 DATE DRAWN: 2/5/2025 10 PIT DATE PRINTED: 3/24/2025 C ELEVATION 8 11 . r e v i s i o n_ 4 4 BY: MMC 3 CHK'D BY: DRW#: 25-IB-15430-01 BOX: 1 OF 1 SHEET: 3 OF 5 d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE WALK-IN BOX DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS2.03 a l l r i g h t s r e s e r v e d Ceiling panel Ceiling panel Camlocks @ 24" o/c 12" 1/8" Camlocks @ 24" o/c Caulk with sealant (By others than IB) Approved fastener @ 6" o/c w/ neoprene metal washer Polyurethane tapered 2" x 2" x cont. 2" x 2" x cont. .040" stucco white aluminum 1/2 Fiberboard ISO boards (4' x 4' sheets) w/ #8 x 1/2" MTHSMS @ 12" o/c @ ea. leg w/ #8 x 1/2" MTHSMS @ 12" o/c @ ea. leg Duro-Last w/ (4) ea. #8 @ splices @ ea. leg w/ (4) ea. #8 @ splices @ ea. leg Roof Cap Gutter Wall panel Wall panel (By others than IB) Building wall Termination bar Ceiling panel 1 1 1 1 1 1 1 1 1 1 Wall panel 5 5 Minimum Overlap Minimum Overlap 2" Mininum Air Gap DISCLAIMER: Gutter shown for reference only. SPLICE DETAIL SPLICE DETAIL Gutter installation to be completed in accordance with the manufacturer's installation instructions. 1 DURO-LAST ROOF CAP - SLOPED 2 CEILING TIE-DOWN 3 CEILING TIE-DOWN @ PARTITION WALL 4 Against Building 4 4 With Gutter 3/8" ID Ø x 3" OD Ø x .156" thick Galv. steel plate washers @ exterior Silicone perimeter 5/16" Ø hole @ 12" o/c 7/8" hem @ installation Shop drill for 1 11 12 TYP. for #14 x 1 1/2" PHSMS @ flanges #8 x 3/4" MTHSMS 12 o/c (TYP) 1/2 1 5 1 12 1/16 11 24 TYP. 1 65.6° 6 1/2 12 3 p r o j e c t_ 1 11 Cross bend for stiffness PRESIDENTS ES ENVELOPE 5 11 25-IB-15430-01 25-IB-15430.00.01-06 12 1 Door Frame - 1/4 1 IMPROVEMENTS c l i e n t_ SIDE VIEW FRONT VIEW 1 ARLINGTON SD l o c a t i o n_ NOTE: Wainscoting laid out to start 1/2" back ARLINGTON, WA @ interior corners and 1/8" @ exterior corners NOTE: Rain shield should be mounted @ 5 degrees to drain toward the hinge side of the door opening. Project No.2010.610 FOOD SERVICE WALK-IN BOX DETAILS Maximum load 70 lbs per rod (6) ea. 3/8" ID Ø x 3" OD Ø x .156" thick galv. steel plate washers 4 NYLON COIL SUPPORT KIT (6) ea. 3/8" Ø x 12" nylon all-thread 5 ESCUTCHEON PLATE 6 Rain Hood 7 36" HIGH WAINSCOTING (12) ea. 3/8" Ø serrated flange nuts 4 4 22 ga. Stainless Steel 304 #4 4 Finish to match door frame 4 (6) ea. 3/8" Ø nuts 6 per set EXT. INT. Wall panel Steel support EXT. INT. Wall panel HALLIDAY ASSOCIATES INC CAMAS, WA PRESIDENTS ELEMENTARY - ARLINGTON, WA ARLINGTON, WA 1 1/2 47 7/8 1 1/2 1 1/2 35 7/8 1 1/2 3/8" x 4" Simpson Titen HD anchors - 15.0° 15.0° (3" minimum embed) 1 1/4 Tension Break 1 1/4 Tension Break Wear slab Wear slab 1" Grout after installation (By others than IB) 1" Grout after installation (By others than IB) 2 2 (By others than IB) (By others than IB) 5 3/8 5 3/8 12 ga. Stainless Steel 12 ga. Stainless Steel 9 1/2 9 1/2 4 1/8 4 1/8 2 1/2 2 1/2 1 1/4 1 1/4 Tension Break Field drill & countersink (8) Tension Break Field drill & countersink (8) 6 6 5/16" holes for #14 x 1" FHSMS or 5/16" holes for #14 x 1" FHSMS or 1/4" x 2 1/4" dia. FH concrete sleeve anchors 1/4" x 2 1/4" dia. FH concrete sleeve anchors Edge of box Edge of box (CAUTION: avoid heat cable) (CAUTION: avoid heat cable) 50 7/8 38 7/8 10 Recess 10 Recess Counter sink to base angle and drill 4 4 base angle in field for anchors, NOTE: Due to construction variables NOTE: Due to construction variables free foam after inspection seal threshold/jamb joint w/ silicone seal threshold/jamb joint w/ silicone i s s u e d_ SCALE: 3/16" = 1'-0" 10" x 10" R-9320 HD 2" x 2" x 16 ga. galv. angle BID SET 25 MAR 2025 column bearing block w/ 3/8" x 4" concrete seismic screw anchor DATE DRAWN: 2/5/2025 @ 36" o/c into floor (min. embed 2 1/2") (4" min. concrete) DATE PRINTED: 3/24/2025 BY: MMC 8 FLAT THRESHOLD 9 FLAT THRESHOLD 10 4" SIF FLOOR 11 4" SIF FLOOR CHK'D BY: . r e v i s i o n_ 4 G3 Flush Door 4 G3 Flush Door 4 In Recess @ Steel Column 4 In Recessed Pit with Topping DRW#: 25-IB-15430-01 48" Doors 36" Doors BOX: 1 OF 1 SHEET: 4 OF 5 d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE WALK-IN BOX DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS2.04 a l l r i g h t s r e s e r v e d Cam joint above beam from exterior 8 Shop drill (4) 9/16" holes Walk-In Wall Panel 2 for 1/2 x 1 1/2" A307 bolts & washer 2 #8 x 1/2" MTHSMS @ 12" 2 Shop drill for #14 x 1 1/2" PHSMS Shop drill for #14 x 1 1/2" PHSMS 1 1/8 4 @ 24" o.c. (Staggered) @ 24" o.c. (Staggered) 7 1 1/8 2 5" Air Space 2 1/2 1 1/2 (VERIFY) 3/16 END POST TOP PLATE HSS 3"x3"x3/16" PL 1/2"x4"x8" Building Wall 4 2 Shop drill (4) 5/8" holes for 1/2" X 4" Titen (Min. 3" embed.) 2 OUTSIDE VERTICAL CLOSURE 4 3 5 (NTS) 8 3 3/16 1 1 END POST BASE PLATE HSS 3"x3"x3/16" PL 1/2"x 4"x8" 1 CEILING SUPPORT 5 3" interior column p r o j e c t_ 25-IB-15430-01 PRESIDENTS ES ENVELOPE 25-IB-15430.00.01-06 IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA Project No.2010.610 FOOD SERVICE WALK-IN BOX DETAILS HALLIDAY ASSOCIATES INC CAMAS, WA PRESIDENTS ELEMENTARY - ARLINGTON, WA ARLINGTON, WA - i s s u e d_ SCALE: 3/16" = 1'-0" BID SET 25 MAR 2025 DATE DRAWN: 2/5/2025 DATE PRINTED: 3/24/2025 BY: MMC CHK'D BY: . r e v i s i o n_ DRW#: 25-IB-15430-01 BOX: 1 OF 1 SHEET: 5 OF 5 d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE WALK-IN BOX DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS2.05 a l l r i g h t s r e s e r v e d POWER SUPPLY: 208-230/60/3 MOPD: 90 AMP MODEL NO. ZS2-04Z-CT3-AST OUTDOOR AIR COOLED REFRIGERATION SYSTEM ENGINEERING SUMMARY CONNECTED LOAD: 51.8 AMPS MINIMUM CIRCUIT AMPACITY: 60.1 FIXTURES CONDENSING UNIT EVAPORATOR COILS REFRIGERANT LINE TEMP °F COMPRESSOR ACCESSORIES SIZES (IN) RATING BTU CAP FAN MOTORS HEATERS REQ'D REC. TOTAL MAIN DISCONNECT (NON-FUSED) FIXTURE @ 60 HZ @ AMB °F CAP. @ 60 HZ @ 60 HZ TYPE QTY MODEL MODEL DEFROST SYSTEM SYSTEM ITEM # DESCRIPTION FIXT. SUCT. BTU/H REFRIG. R- NO. H.P. RLA V PH 90 TYPE (lbs) CONDENSER ITEM # NO. QTY RLA V PH RLA V PH DEFR. TYPE CONTROLLER CONTROLLER TSTAT SOL. VALVE EXP. VLV. SUCT. SUCT. LINE RISER LIQUID LINE RUN (FT) TYPE LOAD STAINLESS STEEL HOUSING STAINLESS STEEL LIFT-OUT LOUVERS A1 VFY W/I COOLER 35 25 22141 448A ZB21KCE 3.0 14.7 208 3 25700 Z 44.0 L5R VFY BEL0105 2 1.8/EA 115 1 O.C. ECOSMART 2 F F EF 1-1/8 7/8 1/2 100 M 14.7 ELECTRICAL CONTROL PANEL A2 VFY 100% REDUNDANCY 35 25 22141 448A ZB21KCE 3.0 208 3 25700 Z 44.0 L5R VFY BEL0105 2 1.8/EA 115 1 O.C. ECOSMART 2 F F EF 1-1/8 7/8 1/2 100 M B1 VFY W/I FREEZER -10 -20 30714 448A ZF34K5E 10.0 37.1 208 3 30100 Z 20.9 L5R VFY BEL0155 2 1.5/EA 208 1 13.7/EA 208 1 ELEC ECOSMART 2 F F EF 1-3/8 1-3/8 1/2 100 M 37.1 B2 VFY 100% REDUNDANCY -10 -20 30714 448A ZF34K5E 10.0 208 3 30100 Z 20.9 L5R VFY BEL0155 2 1.5/EA 208 1 13.7/EA 208 1 ELEC ECOSMART 2 F F EF 1-3/8 1-3/8 1/2 100 M 67" 123 1/4" 43 1/4" NOTE: · CRANKCASE HEATERS ALL EVAPORATOR COILS WILL REQUIRE A HOUSE POWER SUPPLY · FAN CYCLING SWITCH NOTE: COMPRESSOR TYPE DEFROST TYPE LINE TYPE EVAPORATOR ACCESSORIES · COATED CONDENSERS IT IS THE INSTALLING CONTRACTORS RESPONSIBILITY TO Z SCROLL O.C. OFF CYCLE M MAIN - UP TO 100' EF EEV FACTORY EQUIPPED ON EVAP · HEADMASTER CONTROLS (MED TEMP) FOLLOW ALL APPLICABLE CODES AND CURRENT REFRIGERATION H HERMETIC ELEC ELECTRIC B BRANCH - UP TO 50' TF TXV FACTORY EQUIPPED ON EVAP · 100% REDUNDANCY WITH LEAD/LAG SETUP INDUSTRY STANDARDS AND PRACTICES WHEN DETERMINING S SEMI-HERMETIC T TRUNK - UP TO 200' F FACTORY EQUIPPED ON EVAP · LEAD-LAG TO BE PROGRAMMED IN THE REDUNDANT OFF CONFIGURATION RACK WEIGHT: 2,000 LBS. LINE SIZES, AND INSTALLING AND STARTING UP RDT EQUIPMENT. D DISCUS O PROVIDED BY OTHERS L LOOSE (FIELD INSTALLATION) PLANVIEW/ CLEARANCE REQUIREMENTS SUCTION LINE VERTICAL RISE DETAIL EVAPORATOR DETAILS - MODEL BEL ZS SERIES ENGINEERING SPECIFICATIONS Multi compressor, outdoor, air cooled. The refrigeration package shall be a pre-engineered and factory-assembled unit, trade name "ZS", as manufactured by Refrigeration Design Technologies, 1808 FM Road 66, P.O. Box 622, Waxahachie, Texas 75168. Phone: (972) 937-3215; Fax: (972) 937-0970. 1. Air-Cooled Refrigeration System *Inverted Trap The RDT UL Listed "Air-Cooled" Refrigeration system shall be housed in a A weather-protected compact powder coated steel frame. The entire housing shall Liquid Line B be brushed stainless steel. The unit shall include an air-cooled aluminum fin AIR FLOW 6.13" C D 6.13" 15.38 copper tube condenser designed to operate at 15 degrees TD. The exterior housing shall feature stainless steel one piece louvers. Lifting points shall be 18" REFRIGERANT LINE integrated in the framing component. Condenser fan motors shall be mounted (REAR) STUB OUT Suction Line within the enclosure. The condenser intake surface shall be protected with AIR Slope Toward Compressor stainless steel expanded metal guard to protect against vandalism and hail 1/4" per 10' 16.44" damage. 15' 36" · Install trap every transition from Each unit shall be equipped with a ball-bearing fan motor, suction filter, sight horizontal to vertical. REFRIGERANT ELECTRICAL glass, liquid filter/drier, liquid line inlet and outlet valve, defrost cycle and high 40" "P" Trap END END pressure super-hose connections. Each unit shall be equipped with fan cycling p r o j e c t_ 12" 3" · Insulate suction lines with 3/4" controls and/or head pressure regulator where required for low ambient wall Armaflex insulation. conditions. PRESIDENTS ES ENVELOPE IMPROVEMENTS 15' · All joints brazed with minimum DIMENSIONS CONNECTIONS Approx. ELECTRICAL DATA Condensing unit shall contain scroll, hermetic, semi-hermetic, and/or discus type A AIR DEFROST A B C D (Inches) Net Wt. Qty. compressor(s) assembled to operate with the refrigerant specified for both c l i e n t_ 12" 120" 6" 15% silver content brazing rod. EC Motor Fan Amps ARLINGTON SD Size Inches Inches Inches Inches Coil Inlet Suction Drain Lbs. Motors 115V 208V medium and low temperature applications. 618" "P" Trap · Install "P" trap on suction line AIR FLOW 105 45-1/2 33-1/4 - - 1/2 OD 5/8 OD 3/4 MPT 52 2 1.8 1.0 2. Evaporator Coils 36" ELECTRICAL every 15' vertical rise. l o c a t i o n_ A. Evaporator coils shall be direct expansion type fabricated of copper tubes CONNECTION 1 15' with aluminum fins. ARLINGTON, WA 158" 4 x Ø 2" · Not to exceed 45' vertically over B. All evaporator coils shall be provided with solenoid valve, thermostatic or DETAIL A Liquid Line all. DIMENSIONS CONNECTIONS Approx. ELECTRICAL DATA electronic expansion valve and thermostat. SCALE 1/2:1 ELECTRIC A B C D (Inches) Net Wt. Qty. EC Motor Heater Amps as wired for Suction Line "P" Trap · *If compressor is above the DEFROST Inches Inches Inches Inches Coil Inlet Suction Drain Lbs. Motors Fan Amps 208-230/60/1 208-230/60/3 460/60/1 3. Pre-Piping NOTE: MINIMUM CLEARANCE REQUIRED FOR PROPER OPERATION evaporator, Install inverted trap All refrigerant lines shall be extended to outside of the housing in a neat and Project No.2010.610 on top of the rise to prevent oil 155 61-1/2 49-1/4 - - 1/2 OD 1-1/8 OD 3/4 MPT 78 3 1.5 13.7 8.5 6.8 orderly manner. All tubing shall be securely supported and anchored with NOTE: ROOF CURB OR GROUND PAD CAN BE SAME SIZE AS OUTDOOR UNIT from seeping down when non-corrosive coated clamps. fixture(s) is turned off. FOOD SERVICE All joints must be brazed, not soldered. REFRIGERATION All piping and controls shall be factory pressure-tested with dry nitrogen. 4. Control Panel DETAILS The package shall have a factory-mounted and pre-wired control panel, with main disconnect (non fused) where required, circuit breakers, contactors wired for single point power connection. EVAPORATOR MOUNTING DETAIL (TYPICAL) EVAPORATOR PLACEMENT & CLEARANCE REQUIREMENTS WIRING DIAGRAM - ECO-SMART - AKOA*AE WIRING DIAGRAM - ECO-SMART - AKOB*EE General Information LOW PROFILE EVAPORATOR COILS DEMAND DEFROST CONTROLLER REFRIGERATION NETWORK SWITCH DEMAND DEFROST CONTROLLER REFRIGERATION NETWORK SWITCH Contractors shall verify all dimensions onsite and coordinate with other trades. TABLE(S) FOR WALK-IN COOLER WITH MULTIPLE COILS TABLE(S) FOR WALK-IN FREEZER WITH MULTIPLE COILS INSULATED SUCTION LINE LIQUID LINE (I.E. - BEL) 115/60/1 SWITCH B General contractor shall prepare the platform, curbed openings and SWITCH A 208-230/60/1 weatherproofing the unit after installation. PORT # ITEM DESCRIPTION COIL # *REFERENCE ENGINEERING SUMMARY FOR COIL AMP DRAW. PORT # ITEM DESCRIPTION COIL # *REFERENCE ENGINEERING SUMMARY FOR COIL AMP DRAW. DISTANCE 1 A1 W/I COOLER 1 SYS DESCRIPTION VOLTAGE 1 B1 W/I FREEZER 1 SYS DESCRIPTION VOLTAGE FROM WALL B1 W/I FREEZER 208/1 2 B1 W/I FREEZER 2 Refrigeration Contractor A1 W/I COOLER 115/1 2 A1 W/I COOLER 2 EVAPORATOR 3 A2 W/I COOLER 1 B1 W/I FREEZER 208/1 3 B2 W/I FREEZER 1 All copper tubing to be refrigerant grade. A.C.R. or type "L". A1 W/I COOLER 115/1 MOUNTED COIL B2 W/I FREEZER 208/1 4 B2 W/I FREEZER 2 WITH NYLON AIR FLOW A2 W/I COOLER 115/1 4 A2 W/I COOLER 2 B2 W/I FREEZER 208/1 5 Brazing should be used for all refrigerant piping. Silver solder or soft solder is not ALL-THREAD AND A2 W/I COOLER 115/1 5 1-1/3*H 6 acceptable. STAINLESS 6 STEEL NUTS AND 7 7 WASHERS COPPER UNION AIR FLOW AIR FLOW 8 - LAN IF REQUIRED - All piping to be pressure tested with nitrogen at 300 psi. After the condensing 1-1/3*H 1-1/3*H 8 - LAN IF REQUIRED - unit and coil have been connected the balance of the system shall be leak tested 208-230V/1PH/60HZ 120V/1PH/60HZ SUPPLIED BY HOUSE with the valves open at 200 psi. ALL DRAIN LINES REQUIRE A SUPPLIED BY HOUSE L1 L2 G MINIMUM OF 1/4" FALL PER FT. H N G The complete system shall be evacuated with a vacuum pump. Each unit should be charged tested and adjusted to assure operation. PLAN VIEW NOTE: H = TOTAL HEIGHT Contractor should provide and install the drain-line heater in freezer. Heater SUPPLIED BY HOUSE 2 POLE GROUND SUPPLIED BY HOUSE SINGLE EVAPORATOR OF THE EVAP. COIL DISCONNECT SWITCH shall be connected by electrical contractor. Seal all penetrations through the 120V POWER OUTLET PORTS FOR (LOCATED ON COIL) 120V POWER OUTLET PORTS FOR walk-in units with foam. VISUAL ONLY. SEE VISUAL ONLY. SEE COPPER DRAIN LINE DISCONNECT SWITCH GROUND SWITCH REFRIGERATION REFRIGERATION (LOCATED ON COIL) NETWORK SWITCH SWITCH NETWORK SWITCH PROVIDED BY RDT TABLE(S) FOR PROVIDED BY RDT TABLE(S) FOR Electrical Contractor PORT/COIL PORT/COIL ASSIGNMENT ASSIGNMENT Electrical contractor to provide power for refrigeration package and connect FOR OPTIONAL MONITORING Note: Each evaporator equipped with a controller provided FOR OPTIONAL MONITORING control and defrost system as called for in the wiring diagram. INSULATED WALL CONNECTIVITY pre-mounted to housing of evaporator assembly. CONNECTIVITY CAT5/6e CABLE (ETHERNET) CAT5/6e CABLE (ETHERNET) Note: Each evaporator equipped with a controller provided PROVIDED BY G.C. FOR PROVIDED BY G.C. FOR Electrical contractor to connect drain-line heater in the freezer. pre-mounted to housing of evaporator assembly. INTERCONNECTIVITY TO BUILDING Wiring Schedule for Electrical Contractor Requirements: INTERCONNECTIVITY TO BUILDING 1-1/3*H 1-1/3*H NETWORK SYSTEM NETWORK SYSTEM All electrical wiring and installation shall be in accordance with the wiring INVERTED TRAP Wiring Schedule for Electrical Contractor Requirements: EACH COIL REQUIRES COIL MODEL DISTANCE FROM WALL (TERMINATED 1" (3) 208V (AWG SIZE ACCORDING TO HEATER LOAD diagram and local codes. Seal all penetrations through the walk-in units with ABOVE FLOOR 1-1/3*H AIR FLOW AIR FLOW 3 x H AIR FLOW AIR FLOW 1-1/3*H AND LOCAL CODE) TO PROVIDE HOUSE POWER TO foam. BEL 1-1/3*H EACH COIL REQUIRES SINK) THE COIL (L1, L2 AND GROUND) (3) 115V 12AWG MIN. TO PROVIDE HOUSE POWER TO BEM/BEH 1/2 * W THE COIL (HOT, NEUTRAL, GROUND) ALL COILS IN THE SAME ROOM MUST BE BONDED TO Plumbing Contractor 8" A.F.F. ALL COILS IN THE SAME ROOM MUST BE BONDED TO EACH OTHER AND CONNECTED TO DATA SWITCH Plumbing contractor to provide copper drain lines for walk-in refrigerator and PLAN VIEW EACH OTHER AND CONNECTED TO DATA SWITCH CAT5/6e CABLE (ETHERNET) CAT5/6e CABLE (ETHERNET) CAT5/6e CABLE (ETHERNET) CAT5/6e CABLE (ETHERNET) freezer, pitched 1/4" per foot of run. Trap drain-line outside of refrigerated space PROVIDED BY G.C. FOR PROVIDED BY G.C. FOR FACTORY WIRING PROVIDED BY G.C. FOR PROVIDED BY G.C. FOR to avoid entrance of warm, moist air. FACTORY WIRING INTERCONNECTIVITY FROM INTERCONNECTIVITY FROM FIELD WIRING INTERCONNECTIVITY FROM INTERCONNECTIVITY FROM MULTIPLE EVAPORATORS CONTROLLER TO SWITCH CONTROLLER TO SWITCH CONTROLLER TO SWITCH CONTROLLER TO SWITCH FIELD WIRING All plumbing installation shall be in accordance with local codes. No. Revision/Issue Date Project No: APPROVAL STATUS Consultant: THIS DRAWING REPRESENTS OUR 0 ORIGINAL ISSUE 02-05-25 31519 UNDERSTANDING OF THE SPECIFICATIONS. Halliday Associates, Inc. PLEASE REVIEW IT CAREFULLY FOR 1 REVISED TO ADD REDUNDANCY 02-06-25 Sheet i s s u e d_ ACCURACY. CLEARLY AND IN DETAIL NOTE NOTICE Camas, WA CHANGES REQUIRED. 2 REVISED LEAD LAG CONFIGURATION; UPDATED ELECTRICAL LOAD 03-11-25 Designed By: BID SET 25 MAR 2025 THIS DRAWING BEING AN INSTRUMENT OF MARK APPROPRIATE BOX, SIGN, AND DATE BELOW. SERVICE IS AND WILL REMAIN PROPERTY Presidents Elementary School OF REFRIGERATION DESIGN C. Pieterse APPROVED FOR FABRICATION TECHNOLOGIES AND CANNOT BE USED NO CHANGES WITHOUT WRITTEN AUTHORIZATION. 1808 FM Road 66 / P.O. Box 622 Dealer APPROVED FOR FABRICATION Arlington, WA . r e v i s i o n_ Waxahachie, Texas 1.1 WITH CHANGES NOTED REVISE AND RE-SUBMIT - Drawn By: DRAWING (800) 736-9518 of sheets www.rdtonline.com - C. Pieterse BY: DATE: d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE REFRIGERATION DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS3.01 a l l r i g h t s r e s e r v e d 4" URETHANE CEILING SEISMIC 4" URETHANE CEILING PANEL TIE DOWN - TYP. CEILING PANEL CEILING SEISMIC TIE DOWN - TYP. EXTERIOR INTERIOR 4" URETHANE INSULATION EXTERIOR INTERIOR DOOR 6" HIGH LEAF JAMB & SILL HEATER COUNTER SINK TO BASE ANGLE AND CAM-LOCK FLOORING AND COVE BASE - @ FZR. - 1/8" S.S. DRILL BASE ANGLE IN FIELD FOR SCREED SEE ARCHITECTURAL FLOOR THRESHOLD ANCHORS, FREE FOAM AFTER CONCRETE TOPPPING SLAB WITH 6" X CONCRETE TOPPPING SLAB WITH 6" X INSPECTION 6" W2.9XW2.9 WELDED WIRE FABRIC 6" W2.9XW2.9 WELDED WIRE FABRIC REINFORCING BY G.C. REINFORCING BY G.C. 6" 6" 10" RECESS 10" RECESS 4" 4" 4" URETHANE PRE-FAB FLOOR PANEL 4" URETHANE PRE-FAB FLOOR PANEL 2" GROUT AFTER 2" GROUT AFTER INSTALLATION BY 2" X 2" X 16 GA. GALV. ANGLE WITH 3/8" X 4" INSTALLATION BY G.C. 2" X 2" X 16 GA. GALV. ANGLE WITH 3/8" X 4" G.C. CONCRETE SEISMIC SCREW ANCHOR @ 36" CONCRETE SEISMIC SCREW ANCHOR @ 36" O/C INTO FLOOR (MIN. EMBED 2-1/2") (4" MIN. O/C INTO FLOOR (MIN. EMBED 2-1/2") (4" MIN. CONCRETE) CONCRETE) DOOR/FLOOR SECTION WALL/FLOOR SECTION A NO SCALE B NO SCALE TOP RAIL TYPICAL CLOSURE MATCHING METAL 1 1/2" UP1 1 1/2" PANEL CLOSURE PANEL 15.0° 1 1/4" UP4 TENSION BREAK 2" 3"x3" CORNER TOP OF COLD CLOSURE PANEL STORAGE ROOM UP2 UP5 p r o j e c t_ WALK-IN NOTES PRESIDENTS ES ENVELOPE 1 1/4" IMPROVEMENTS TENSION BREAK c l i e n t_ 4 1/8" 2 1/2" ARLINGTON SD 1. REFER TO ARCHITECTURAL FINISH SCHEDULE FOR FINISHED FLOOR MATERIAL AT INTERIOR AND EXTERIOR OF WALK-IN COLD STORAGE ROOMS. FIELD DRILL & COUNTERSINK EDGE OF BOX l o c a t i o n_ ARLINGTON, WA (8) 5/16" HOLES FOR #14 X 1" BOTTOM 2. WALL, CEILING, AND DOOR INSULATION SHALL BE AT LEAST R-25 FOR COOLERS AND R-32 FOR FREEZERS. FREEZER FLOOR FHSMS OR 1/4"X2 1/4" DIA. FH RAIL INSULATION SHALL BE AT LEAST R-28. NOTE: SPECIFIED 4" INSULATED WALL PANELS ARE TO HAVE AN R-VALUE OF 8.06 PER INCH CONCRETE SLEEVE ANCHORS CORNER OF WITH A TOTAL MINIMUM 32.26 R VALUE. (CAUTION:AVOID HEAT CABLE) Project No.2010.610 C.S. ROOM UP3 FOOD SERVICE WALK-IN DETAILS NOTE: DUE TO CONSTRUCTION VARIABLES SEAL THRESHOLD/ JAMB W/SILICONE FRONT ELEVATION SECTION CLOSURE PANEL DETAILS THRESHOLD DETAILS C NO SCALE D NO SCALE 3"x3" ALUMINUM PLATE WITH TINNERMAN NUT RETAINER W-10 1/2" NYLON ALL THREAD ROD (FURNISH 8" LONG) TYP. EACH HANGER EACH ROD NUT AND RETAINER 3"x3" ALUMINUM PLATE SEALANT WALL OR FINISHED FACE OF CEILING PANEL BUILDING WALL EACH TRADE SHALL CUT REFRIG. WALL 4" NEAT HOLE IN BLANK TO PLUMBING, ACCOMODATE UTILITY LINE REFRIGERATION OR ELECTRICAL COIL FRAME LINE ROOF PANEL BUILDING WALL NUT & WASHER ZINC PLATED 1 SET 4 1/2" NYLON ALL EACH TRADE URETHANE TAPE 4 NUT WITH RETAINER 5"0 BLANK SHALL SEAL COIL 4 ALUM PLATE S/S ESCUTCHEONS OWN MATCHING VERTICAL THREAD ROD (8"LONG) NO.W-12 PENETRATION i s s u e d_ TRIM ANGLE 4 NUT & WASHER STAINLESS STEEL BID SET 25 MAR 2025 TRIM DETAIL SHEET METAL SCREWS RODS WASHER NUTS & ALUMINUM PLATES WITH NUT RETAINER HALF SHALL BE SIGNED OVER TO JOB SUPERINTENDENT. ACTUAL INSTALLATION OF PARTS SHALL BE RESPONSIBILITY OF THE . r e v i s i o n_ MECHANICAL REFRIGERATION CONTRACTOR. VERITCAL TRIM MOULDING DETAIL NYLON ROD COIL HANGER DETAIL TYPICAL ESCUTCHEON DETAIL E NO SCALE F NO SCALE G NO SCALE d r a w n_ SRH/LB- c h e c k e d_ FOOD SERVICE WALK-IN DETAILS LB- NO SCALE s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 3/18/2025 3:03:19 PM FS3.02 a l l r i g h t s r e s e r v e d EXHAUST FAN SCHEDULE MECHANICAL LEGEND UNIT PERFORMANCE CONTROLLED BY OR MOTOR ELECTRICAL STARTER DISCONNECT WEIGHT MFR. MODEL LOCATION CONFIGURATION AREA SERVED REMARKS NO CFM EX. S.P. RPM INTERLOCKED WITH HP BHP MCA MOP VOLTS Ø FURN. BY FURN. BY (LBS) HVAC KEF-3 GREENHECK G-99-VG ROOF DOWNBLAST KITCHEN 600 0.7 1394 WALL SWITCH 1/4 0.13 4.8 15 120 1 EC EC 100 1 2 3 SYMBOL DESCRIPTION SYMBOL DESCRIPTION SUPPLY DUCT UP FLEXIBLE DUCT NOTES FOR EXHAUST FAN SCHEDULE SUPPLY DUCT DOWN VOLUME DAMPER (VD) 1 ALL EXHAUST FANS TO BE WIRED FROM MOTOR TO BOX ON EXTERIOR OF FAN ENCLOSURE. RETURN, RELIEF, TRANSFER, OSA DUCT UP M MOTORIZED DAMPER 2 PROVIDE WITH EC MOTOR. RETURN, RELIEF, TRANSFER, OSA DUCT DOWN CEILING RADIANT FIRE DAMPER 3 SPEED CONTROL TO BE FACTORY WIRE TO THE INSIDE HOUSING OF ROOFTOP FANS. EXHAUST DUCT UP FIRE DAMPER EXHAUST DUCT DOWN COMBINATION FIRE/SMOKE DAMPER RECTANGULAR DUCT SQUARE ELBOW UP FLEXIBLE CONNECTION (DUCT) RECTANGULAR DUCT, RADIUS ELBOW UP TURNING VANES (TV) NOTES RECTANGULAR DUCT, SQUARE ELBOW DOWN BACKDRAFT DAMPER (BD) WAREWASHER W/ BUILT-IN 1. PROVIDE WITH 14" TALL(MINIMUM) CURB. BOOSTER HEATER. ROUTE DRAIN RECTANGULAR DUCT, RADIUS ELBOW DOWN T THERMOSTAT (T'STAT) AND PRESSURE RELIEF VALVE EXHAUST FAN THERMOSTAT WITH GUARD OR FLAT PLATE 2. COORDINATE WITH ELECTRICAL CONTRACTOR PIPING TO THE FLOOR SINK. ROUND DUCT ELBOW UP T G SEE SPECIFICATIONS AND GENERAL CONTRACTOR FOR INSTALLATION RUBBER CURB SEAL OF FLEXIBLE CONDUIT TO ALLOW FOR FAN TO BE 1/2" CW CONNECTION TO ROUND DUCT ELBOW DOWN H HUMIDISTAT (H'STAT) HINGED OPEN. DISHWASHER FROM ADJACENT SINK. NEW WATER HAMMER CEILING AIR TERMINAL - SQUARE PS SPACE PRESSURE SENSOR ARRESTOR CEILING AIR TERMINAL - ROUND C02 CARBON DIOXIDE SENSOR PRV (E), SET TO 30 PSI 12 X 12 CD AIR TERMINAL SIZE, TYPE & CFM XØ ROUND DUCT 300 CFM FLASH AND SEAL PER ARCHITECTURAL PLANS, X/X SQUARE DUCT X/XØ OVAL DUCT T SEE DETAIL 6 ON SHEET A4.12. 1/2" 120° PLUMBING/HYDRONIC HW (E) RPBP (E) SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1/2" HW CONNECTION FLOOR TO DISHWASHER STM STEAM DOMESTIC COLD WATER (CW) MOTORIZED DAMPER WITH COND CONDENSER SUPPLY DOMESTIC HOT WATER (HW) AIRFOIL BLADES ACTUATOR. FLOOR SINK (E) CR CONDENSER RETURN DOMESTIC HOT WATER CIRCULATING (HWC) PROVIDE WITH DUCT ACCESS DOOR. CWS CHILLED WATER SUPPLY W SOIL, WASTE (S, W) CWR CHILLED WATER RETURN VENT (V), OR HIDDEN BELOW WASTE 3/19/2025 HWS HOT WATER SUPPLY G NATURAL GAS PIPING TYPICAL ROOF MOUNT EXHAUST FAN INSTALLATION DETAIL KITCHEN DISHWASHER PIPING DIAGRAM HWR HOT WATER RETURN R REFRIGERANT PIPING 1 1 2 SCALE: DIAGRAMMATIC SCALE: DIAGRAMMATIC E EXISTING PIPING WASTE OR VENT UP GATE VALVE (GV) WALL CLEANOUT p r o j e c t_ EXISTING 8"x8" OPENING TO BE TO KEF-3 PRESIDENTS ES ENVELOPE EXPANDED FOR NEW DUCT ON ROOF GLOBE VALVE FLUSH CLEANOUT (FCO/SCO) IMPROVEMENTS MECH. ATTIC c l i e n t_ FLOOR BUTTERFLY VALVE CLEAN OUT (CO) ARLINGTON SD PRESSURE REDUCING VALVE (PRV) IN LINE WASTE CONNECTION l o c a t i o n_ ARLINGTON, WA 14/8 PROVIDE BACKING BLOCK CHECK VALVE (CV) P-TRAP 1/8" LOCKING WASHER (TYP.) FLOW CONTROL VALVE BRANCH PIPE DOWN BOLT WITH Project No.2010.610 DOUBLE NUT TEMP./PRESS. RELIEF VALVE (T&PRV) BRANCH PIPE UP MECHANICAL DOUBLE NUT BALL VALVE TEE & UP LEGEND, ALL THREAD ACT CEILING HANGER RODS BALANCING COCK (BC) TEE SCHEDULES AND 14/6, BRACE TO WALL DOUBLE NUT 2-WAY CONTROL VALVE ELBOWS, 90° & 45° DETAILS AS REQUIRED STANDARD CLEVIS 14/6, BRACE TO WALL 3-WAY CONTROL VALVE CAP ASSEMBLY AS REQUIRED PIPING 4-WAY CONTROL VALVE PUMP PIPING INSERT PIPE DOWN WALL HYDRANT PER SPEC. T PIPE UP THERMOMETER P BRANCH-TOP CONNECTION PRESSURE GAGE GALV. METAL SADDLE BRANCH-BOTTOM CONNECTION FLOOR DRAIN DISHWASHER AT WOOD TRUSS AT METAL TRUSS BRANCH-SIDE CONNECTION FLOOR FUNNEL DRAIN FLOW DIRECTION CROSSING LINES, NON CONNECTING OR VALVE IN RISER / DROP PIPE CONTINUATION PIPE ANCHOR TRAP PRIMER WITH ACCESS PANEL PIPE GUIDE GAS COCK FLEXIBLE CONNECTION (PIPE) FLOOR SINK REDUCER (E) EXISTING EQUIPMENT/DEVICE DISHWASHER HOOD INSTALLATION DETAIL PIPE HANGER DETAIL 3 4 STRAINER MC MECHANICAL CONTRACTOR SCALE: NOT TO SCALE SCALE: DIAGRAMMATIC UNION EC ELECTRICAL CONTRACTOR FIRE HYDRANT (FH) GC GENERAL CONTRACTOR THRUST BLOCK (TB) POC POINT OF CONNECTION VACUUM BREAKER BFF BELOW FINISHED FLOOR i s s u e d_ BID SET 25 MAR 2025 DRAIN VALVE AFF ABOVE FINISHED FLOOR NOTES FOR MECHANICAL LEGEND SCHEDULE. . r e v i s i o n_ 1 SINGLE LINE INDICATED ON PLANS DESIGNATES THE PROPOSED ROUTING FOR THE REFRIGERATION PIPING BETWEEN THE INDOOR AND OUTDOOR UNITS. THAT SINGLE LINE REPRESENTS ALL THE REQUIRED PIPING RUNS REQUIRED FOR THE SYSTEM DESIGNED. d r a w n_ JJ c h e c k e d_ SZ s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 12/19/2024 8:44:41 AM M1.01 a l l r i g h t s r e s e r v e d COOLER FREEZER 1 1 1 1 1 KEF 3 6 1 8/8 EXHAUST DUCT DOWN 2 3 HW_SIZE TO DISHWASHER HOOD 4 HW_SIZE 14/8 UP 3/19/2025 2 5 p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD Scale: 1/8" = 1'-0" 1 Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" 3 Scale: 1/8" = 1'-0" 4 l o c a t i o n_ ARLINGTON, WA Project No.2010.610 MECHANICAL AND K L M N P Q R S FIRE PROTECTION DEMO AND NEW PLANS MECH. GENERAL NOTES FIRE PROTECTION GENERAL NOTES 1. ALL ITEMS SHOWN DARK AND DASHED ARE TO BE 1. THE FIRE SPRINKLER CONTRACTOR SHALL PERFORM THE K.2 K.3 REMOVED DURING DEMOLITION. ALL ITEMS SHOWN LIGHT REMOVAL OF THE EXISTING EXPOSED DRY SYSTEM ARE EXISTING TO REMAIN. SYSTEM WITHIN THE EXISTING COOLER AND FREEZER. AFTER THE NEW LARGER COOLER AND FREEZER ARE MECH. DEMOLITION NOTES CONSTRUCTED, THE CONTRACTOR SHALL EXTEND THE EXISTING DRY SYSTEM THROUGHOUT THE NEW COOLER 1 DEMOLISH EXISTING DISHWASHER EXHAUST FAN AND AND FREEZER WITH NEW EXPOSED PIPING AND UPRIGHT DUCTWORK. CAP DUCT AT CONNECTION TO THE SPRINKLERS. EXHAUST LOUVER. 1 2. FIRE SPRINKLER DESIGN, INCLUDING DRAWINGS AND 2 DEMOLISH DISHWASHER HOOD AND DUCT. HYDRAULIC CALCULATIONS, SHALL BE PERFORMED IN ACCORDANCE WITH NFPA #13 AND CITY OF OLYMPIA. 3 DEMOLISH DISHWASHER AND ALL APPURTENANCES. CITY OF ARLINGTON FIRE SPRINKLER PERMIT AND MAINTAIN PIPING AND DEVICES INDICATED ON DETAL 2 INSPECTION SHALL BE OBTAINED BY THE FIRE ON M1.01 FOR RECONNECTION TO NEW DISHWASHER. SPRINKLER CONTRACTOR. MECH. CONSTRUCTION NOTES 3. THE NEW ATTIC TO BE CONSTRUCTED OF STEEL WITH FIRE RETARDANT-TREATED PLYWOOD - NO SPRINKLER 1 PROVIDE NEW DUCT CONNECTION AS SHOWN ON DETAIL PROTECTION REQUIRED WITHIN. 3 ON SHEET M1.01. 4. IF NEW WORK REQUIRES RELOCATING ANY AUXILIARY 2 14/8 EXHAUST DUCT UP TO KEF-3 ON ROOF AND DOWN DRAINS OR INSPECTOR'S TEST, THAT WORK SHALL ALSO 2 TO DISHWASHER. ENLARGE EXISTING FLOOR OPENING BE INCLUDED. AS REQUIRED FOR LARGER DUCT. 5. NEW SPRINKLERS SHALL BE NICKEL-TEFLON FINISH. 3 INSTALL FAN PER DETAIL 1 ON SHEET M1.01. 6. HEAD-GUARDS SHALL BE INSTALLED ON ALL SPRINKLERS. 4 NEW DISHWASHER, PROVIDE 12"HW, 12"CW, AND 1 12" HEAD GUARDS SHALL BE LISTED FOR USE ON THE SPRINKLER BEING UTILIZED. DRAIN CONNECTIONS AS SHOWN ON DETAIL 2, SHEET i s s u e d_ M1.01. BID SET 25 MAR 2025 5 BALANCE LOAD END TO 200 CFM. 3 FIRE PROTECTION DEMOLITION NOTES 6 BALANCE UNLOAD END TO 400 CFM. 1 THE FIRE SPRINKLER CONTRACTOR SHALL DEMO AND REMOVE ALL EXISTING FIRE SPRINKLER SYSTEM PIPING . r e v i s i o n_ AND APPURTENANCES WITHIN THE EXISTING COOLER AND FREEZER. THE REMAINING PORTION OF THE EXISTING DRY SYSTEM SHALL BE CAPPED AND THE SYSTEM PLACED BACK INTO SERVICE. FIRE PROTECTION CONSTRUCTION NOTES 1 THE FIRE SPRINKLER CONTRACTOR SHALL EXTEND KEF THE EXISTING DRY SYSTEM THROUGHOUT THE NEW 3 3 4 COOLER AND FREEZER. SEAL ALL SPRINKLER PIPE PENETRATIONS. d r a w n_ JJ 5 c h e c k e d_ SZ 5 s h e e t_ Scale: 1/8" = 1'-0" ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 12/19/2024 8:44:41 AM M2.01 a l l r i g h t s r e s e r v e d GENERAL NOTES (APPLY TO ALL SHEETS) 1. SEE EACH SHEET FOR ADDITIONAL GENERAL NOTES THAT ARE SPECIFIC TO AN AREA OR SHEET. 2. THE CONTRACTOR/INSTALLING VENDOR IS RESPONSIBLE TO VERIFY ALL WALL TYPES AND CABLE ROUTING AND ALL WORK REQUIRED TO FACILITATE A COMPLETE AND FULLY FUNCTIONAL SYSTEM. 3. PANEL DESIGNATIONS AND CIRCUIT NUMBERS ARE ONLY INDICATED ON THE DRAWINGS FOR REFERENCE BY THE ELECTRICAL CONTRACTOR. THE E.C. IS RESPONSIBLE TO PROVIDE ALL CONDUIT, WIRING, JUNCTION BOXES AND MISCELLANEOUS ACCESSORIES TO ACCOMMODATE INSTALLATION AND CONNECTION OF ALL DEVICES INDICATED ON THE CONTRACT DOCUMENTS. ALL WIRING HOMERUNS SHALL BE IN HARD CONDUIT BACK TO THE DESIGNATED PANELBOARD. ALL SYMBOL DESCRIPTION JUNCTION BOXES SHALL BE LABELED IDENTIFYING THE PANELBOARD AND CIRCUIT CONTAINED WITHIN. THERE SHALL BE NO MORE THAN (3) CIRCUITS PER HOMERUN. MULTI-WIRE CIRCUITS ARE NOT ALLOWED. EACH CIRCUIT SHALL CONTAIN A DEDICATED NEUTRAL UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER. ALL WIRING SHALL BE SIZED ACCORDING TO THE AMPACITY OF THE CIRCUIT BREAKER INDICATED ON THE PANEL SCHEDULE. ALL CONDUITS SHALL BE SIZED PER NEC CODE BASED ON THE CONDUCTOR SIZE, TYPE, QUANTITY AND MINIMUM FILL REQUIREMENTS. CIRCUITS OVER 120' SHALL BE UPSIZED ONE J JUNCTION BOX - SIZE PER CODE WIRE SIZE TO ACCOUNT FOR VOLTAGE DROP. E.C. IS RESPONSIBLE TO SHOW ALL JUNCTION BOX LOCATIONS, CONDUIT ROUTING AND HOMERUNS ON THE OF AS-BUILT DRAWINGS. MANUAL STARTER M FUSED DISCONNECT SWITCH 4. ALL TYPICAL DEVICES SHALL BE MOUNTED AT CONSISTENT LOCATIONS AND HEIGHTS THROUGHOUT THIS PROJECT, UNLESS NOTED OTHERWISE. MANUAL DISCONNECT SWITCH 5. GROUNDING SHALL CONFORM TO NEC 250. RACEWAY CONCEALED IN WALL OR CEILING 6. PAINT, PATCH AND SEAL ALL PENETRATIONS TO MATCH ADJACENT WALL. FLEXIBLE CONDUIT EXISTING PANELBOARD TO BE RETAINED GENERAL DEMOLITION NOTES (APPLY TO ALL SHEETS) G DUPLEX RECEPTACLE (G INDICATES GROUND FAULT CIRCUIT INTERRUPTER) 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS/HER BID ALL COSTS ASSOCIATED WITH NECESSARY DEMOLITION TO ALLOW NEW CONSTRUCTION SHOWN IN CONTRACT DOCUMENTS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, LIGHTING FIXTURES, DEVICES, ABANDONED RACEWAYS, CONDUCTORS, TOGETHER WITH ANY AUXILIARY ITEMS TO ALLOW NEW CONSTRUCTION AND FINISH TO OCCUR 1 CONSTRUCTION NOTES AS COMPLIMENTED BY THE CONTRACT DOCUMENTS. DASHED LINES INDICATE EXISTING DEVICES AND EQUIPMENT TO BE REMOVED. 1 DEMOLITION NOTES 2. THESE PLANS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIAL. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREAS AND LIMITS OF WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THERE AND W W INDICATES WEATHERPROOF FOR ALL DEVICES, PROVIDE LOCKING COVER ON RECEPTACLES. SHALL NOT RELY SOLELY ON REVIEW OF THE BIDDING DOCUMENTS IN DETERMINING THE EXTENT OF DEMOLITION WORK REQUIRED. COORDINATION OF THESE DRAWINGS WITH REQUIREMENTS FOR CONTRACT WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DISCREPANCIES BETWEEN OR WITHIN THE CONTRACT ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINED DOCUMENTS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL PROVIDE CLARITY SKETCHES, DIAGRAMS, AND FIELD DIMENSIONS OF EXISTING CONDITIONS AT THE REQUEST OF THE ENGINEER IR/WHEN CONFLICTS ARE IDENTIFIED. ALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED 3. E.C. TO REMOVE ELECTRICAL CONNECTIONS TO ALL MECHANICAL EQUIPMENT TO BE DEMOLISHED. E.C. SHALL CHECK ALL DEMOLITION PLANS AND ACTUAL FIELD CONDITIONS FOR UNIT LOCATIONS. COORDINATE WORK WITH MECHANICAL CONTRACTOR. ALL CONDUITS PENETRATING THROUGH THE ROOF AND AH1 MECHANICAL EQUIPMENT CONNECTION ACCESSIBLE SHALL BE REMOVED. 1 4. THESE PLANS HAVE NO INTENT TO SHOW ALL ELECTRICAL DEVICES TO BE REMOVED. ELECTRICAL CONTRACTOR SHALL VERIFY DEMOLITION WORK INVOLVED PRIOR TO BID. 5. REMOVE ALL ELECTRICAL AND SIGNALING DEVICES (INCLUDING, BUT NOT LIMITED TO REMOVAL OF ALL ELECTRICAL PANELS, LIGHTING FIXTURES, RECEPTACLES, MOTOR DISCONNECTS, FIRE ALARM AND OTHER LOW VOLTAGE DEVICES). UNLESS NOTED OTHERWISE. 6. REMOVE ALL WIRES, CABLES AND SURFACE MOUNT RACEWAYS AND APPURTENANCES WHICH SERVE DEVICES BEING REMOVED, CUT CONDUIT FLUSH TO CEILING OR WALL WHEN CONCEALED, AND SEAL OFF WITH SPRAY FOAM. ABANDON FLUSH BOXES AND NON-ACCESSIBLE CONDUIT. PROVIDE COVER PLATES FOR ALL BOXES TO REMAIN. 3/19/25 7. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR ALL CUTTING, PATCHING AND FINISH WORK. 8. CONTRACTOR TO REMOVE AND DELIVER TO OWNER ALL DEVICES THAT ARE IDENTIFIED BY OWNER TO BE RETAINED. CONTRACTOR SHALL COORDINATE WITH OWNER TO ASSURE THAT ALL ITEMS TO BE RETAINED ARE IDENTIFIED PRIOR TO THE START OF DEMOLITION. ALL ITEMS NOT SO IDENTIFIED SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSE OF OFF SITE. 9. FIELD VERIFY EXISTING CONDITIONS. p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS 10. E.C. SHALL CONFIRM WITH THE G.C. THE EXTEND OF ANY ARCHITECTURAL DEMOLITION PRIOR TO ANY ELECTRICAL DEMOLITION. E.C. IS RESPONSIBLE FOR ALL c l i e n t_ ELECTRICAL DEMOLITION AND MAINTAINING EXISTING EQUIPMENT AND CIRCUITING TO REMAIN. ARLINGTON SD l o c a t i o n_ ARLINGTON, WA Project No.2010.610 ELECTRICAL LEGEND, SCHEDULES AND ONE-LINE EXISTING PANEL 'LK' 208Y/120V, 400A MCB, 3PH, 4W EXISTING SWITCHBOARD EXISTING 480Y/277V, DISTRIBUTION 'L1' 3P-400A 1600AMCB, 3PH, 4W, 208Y/120V, SUSE 1000AMCB, 3PH, 4W EXISTING PANEL EXISTING PANEL 'HXE' 480Y/277V, 'LXEA' 208Y/120V, EXISTING (1) 1-1/4" C. EXISTING (2) 2" C. W/ (3) #4/0 CU EXISTING (2) 3" C. W/ 150AMCB, 3PH, W/ (3) #2 CU 225AMCB, 3PH, AND #2 CU GND 4W 4W i s s u e d_ (4) #3/0 CU EXISTING ATS 'XE' AND #6 CU GND 3P-450A BID SET 25 MAR 2025 EXISITNG DIESEL AND #3 CU GND 480Y/277V, GENERATOR 4-POLE, 150A METERING 3P-125A EXISTING 3P-400A POINT EXISTING 480Y/277V, 3Ø, 4W 3P-150A TRANSFORMER 'A' TRANSFORMER 125KW 480V-208Y120V 480V-208Y120V UTILITY TRANSFORMER 3P-150A . r e v i s i o n_ 3Ø-4W, 300KVA 3Ø-4W, 75KVA METERING 3P-150A 3P-225A POINT 3P-1000A 3P-1600A, GFI EXISTING (1) 2" C. W/ (4) #1/0 CU EXISTING (1) 2-1/2" C. W/ (4) #4/0 CU AND #4 CU GND AND #4 CU GND 3/0 CU EXISTING (3) 3-1/2" C. W/ (4) #500 CU AND #3/0 CU GND GND EXISTING (4) 3-1/2" C. W/ (4) #600 CU EXISTING (1) 2" C. W/(4) #1/0CU AND #4 CU GND. d r a w n_ ONE-LINE DIAGRAM - FOR REFERENCE ONLY SW Scale: NTS 1 c h e c k e d_ BH s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 12/19/2024 8:44:41 AM E0.01 a l l r i g h t s r e s e r v e d LXEA-13 LXEA-13 LXEA-4 LXEA-72,74 J J J J J 4 4 5 9 5 5 J LXEA-15 LXEA-76,78 LXEA-5,7,9 3 J SWITCHBOARD LXEA-8 COOLER 4 LXEA-8 FREEZER LXEA-68,70 J 8 J 8 3 3 PANEL HXE J PANEL LA LXEA-15 L1 PANEL LXEA J 4 6 7 LXEA-63,65 5 LXEA-8 J LXEA-8 J J LXEA-8 J 8 LXEA-8 J 8 PANEL LK KEF 3 2 LK-7,9,11 1 J 1 3/19/25 2 HW_SIZE LK-16,18,20 J p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD PLATFORM POWER DEMOLITION PLAN FIRST FLOOR POWER PLAN 1 2 l o c a t i o n_ Scale: 1/8" = 1'-0" Scale: 1/8" = 1'-0" ARLINGTON, WA Project No.2010.610 POWER DEMO AND GENERAL NOTES NEW PLANS K L M N P Q R S 1. ALL ITEMS SHOWN DARK AND DASHED ARE TO BE REMOVED DURING DEMOLITION. ALL ITEMS SHOWN LIGHT ARE EXISTING TO REMAIN. 2. SEE FOOD SERVICE DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE WITH KITCHEN EQUIPMENT CONTRACTOR PRIOR TO ROUGH-IN FOR EXACT ROUGH-IN REQUIREMENTS. K.2 K.3 DEMOLITION NOTES 1 EC TO DISCONNECT EXISTING DISHWASHER AND BOOSTER HEATER TO BE REMOVED BY OTHERS. REMOVE EXISTING CONDUCTORS. EXISTING CONDUIT TO REMAIN. 1 2 EC TO DISCONNECT EXISTING KEF-3 FOR DEMOLITION BY MC. DEMOLISH EXISTING CONDUCTORS AND DISCONNECT. 3 EC TO DISCONNECT EXISTING FREEZER AND COOLER FOR DEMOLITION BY OTHERS. REMOVE EXISTING CONDUCTORS AND CONDUIT. CONSTRUCTION NOTES 2 1 PROVIDE CONNECTION FOR DISHWASHER. PROVIDE (4) #4 CU AND #8 CU GND IN EXISTING (1) 1-1/4" C. INTERCONNECT TO TABLE LIMIT SWITCH. SEE FOOD SERVICE DRAWINGS FOR ADDITIONAL INFORMATION. 2 PROVIDE CONNECTION FOR DISHWASHER BOOSTER HEATER. PROVIDE (4) #4 CU AND #8 CU GND IN EXISTING i s s u e d_ (1) 1-1/4" C. BID SET 25 MAR 2025 3 PROVIDE CONNECTION FOR WALK-IN REFRIGERATION RACK. PROVIDE (1) 1-1/4" C. W/ (4) #3 CU AND #8 CU GND. 3 PROVIDE NEMA 3R 90AT/100AF FUSED DISCONNECT. . r e v i s i o n_ LOCATED ON ROOF 4 PROVIDE CONNECTION COOLER EVAPORATOR. PROVIDE (1) 3/4" C. W/ (2) #12 CU AND #12 CU GND. 5 PROVIDE CONNECTION FOR FREEZER EVAPORATOR. PROVIDE (1) 3/4" C. W/ (2) #8 CU AND #10 CU GND. NO NEUTRAL REQUIRED. 10 G,W LA-24 6 PROVIDE CONNECTION FOR COOLER LIGHTS. KEF 7 PROVIDE CONNECTION FOR FREEZER LIGHTS. 3 4 8 PROVIDE CONNECTION FOR DOOR HEATER AND HEATED THRESHOLD. d r a w n_ SW 9 PROVIDE CONNECTION TO DRAIN LINE HEATER. 5 c h e c k e d_ 10 INSTALL RECEPTACLE TO EXHAUST FAN. SEAL ALL PENETRATIONS. UTILIZE EXISTING 1P-20A CIRCUIT BH BREAKER IN PANEL LA. ROOF POWER PLAN s h e e t_ ORIGINAL SHEET IS 30" x 42" 3 Scale: 1/8" = 1'-0" c o p y r i g h t 2 0 2 5 12/19/2024 8:44:41 AM E2.01 a l l r i g h t s r e s e r v e d 2 CONSTRUCTION NOTES 1 REMOVE EXISTING 3P-125A CIRCUIT BREAKER AND 1 INSTALL NEW 3P-80A CIRCUIT BREAKER. 2 REMOVE EXISTING 3P-100A CIRCUIT BREAKER AND INSTALL NEW 3P-70A CIRCUIT BREAKER. 3 PROVIDE 1P-25A CIRCUIT BREAKER IN EXISTING SPACE. 4 REMOVE EXISTING 3P-70A CIRCUIT BREAKER AND INSTALL NEW 3P-90A CIRCUIT BREAKER. 5 PROVIDE NEW 2P-20A CIRCUIT BREAKER IN EXISTING SPACE. 6 UTILIZE EXISTING 1P-20A CIRCUIT BREAKER. 7 REMOVE EXISTING 1P-20A CIRCUIT BREAKER AND INSTALL NEW 2P-20A CIRCUIT BREAKER. 8 EVAPORATORS ARE REDUNDANT. ONLY 2 EVAPORATORS WILL BE RUNNING AT ONE TIME. 3 3/19/25 p r o j e c t_ PRESIDENTS ES ENVELOPE IMPROVEMENTS c l i e n t_ ARLINGTON SD l o c a t i o n_ ARLINGTON, WA 6 4 6 Project No.2010.610 PANEL SCHEDULES 6 8 6 6 8 6 8 7 7 5 8 5 8 i s s u e d_ BID SET 25 MAR 2025 5 8 . r e v i s i o n_ d r a w n_ SW c h e c k e d_ BH s h e e t_ ORIGINAL SHEET IS 30" x 42" c o p y r i g h t 2 0 2 5 12/19/2024 8:44:41 AM E6.01 a l l r i g h t s r e s e r v e d Mechanical Requirements List, pg 1 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Project: APS Presidents ES Envelope Improvements - 2021 WSEC 505 E 3rd St Arlington, WA 98223 Date: 2025-04-01 Applies Code Section Code Provision Compliance Information Required In Permit Location in Building Department Documentation Documents Notes SCOPE C103.6.3 Construction For a shell & core or tenant space (first build- documents - General out) project, indicate if there is no mechanical scope included in the project. YES C103.1 Construction For an alteration project, indicate if there is documents - General no mechanical scope included in the project. PERFORMANCE CRITERIA & SYSTEM DESIGN NA C403.1 Exempt process Identify equipment used by manufacturing, equipment industrial or commercial processes that are not for space conditioning or maintaining comfort and amenities for occupants; identify provisions applicable to this equipment per C403.1 exception C403.1.1 HVAC total system For systems serving office (including medical performance ratio office), retail, library, or education (TSPR) occupancies, or serving R-2 dwelling units or common areas, provide a TSPR report that demonstrates the proposed design ratio is equal to or greater than the standard reference design ratio, or exception applied NA C403.1.2 Calculation of heating Provide load calculations in accordance with and cooling loads ASHRAE Std 183 or equivalent, using design parameters per C302 and Appendix C; include load adjustments to account for energy recovery NA C403.1.3 Data centers Provide documentation that demonstrates that data center systems comply with the maximum allowed Design MLC and Annualized MLC per ASHRAE 90.4-2019. NA C403.2.1 Zone isolation If there are HVAC zones that are intended to C403.4.2.2 be occupied non-simultaneously, identify isolation zone areas on plans; if multiple zones intended to be occupied simultaneously will be combined into a single isolation zone, include on plans that the combined zone area does not exceed 25,000 sf and does not include more than one floor; or exception applied NA C403.2.1 Zone isolation Indicate locations of associated zone isolation C403.4.2.2 dampers in HVAC and DOAS distribution systems and exhaust systems NA C403.2.1 Zone isolation Refer to HVAC Controls section in C403.4.2.2 Requirements List for applicable automatic setback and shutdown controls requirements EQUIPMENT SELECTION & PERFORMANCE Page 1/32 Mechanical Requirements List, pg 2 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.3.2.6 Electric heating / Verify all packaged and split electric cooling equipment equipment with > 6,000 Btu/h cooling capacity and any amount of heating is a heat pump with reverse-cycle defrost and operates in heat pump mode when outdoor air temperature is > 25 degree F; include in equipment schedules NA C403.3.2.6 Electric heating / Verify electric heat in the main supply duct cooling equipment before VAV boxes served by cooling only systems > 6,000 Btu/h is a heat pump with reverse-cycle defrost and operates in heat pump mode when outdoor air temperature is > 25 degree F; include in equipment schedules. NA C401.3 HVAC Heating Fuel For all heating equipment, identify whether it C403.1.4 qualifies for the C403.1.4 general prescriptive path, a C403.1.4 exception, or for the C401.3 Fossil Fuel Heating path; for equipment qualifying for the C403.1.4 general prescriptive path by exception, document the exception and provide supporting information NA C401.3 HVAC Heating Fuel For projects with equipment utilizing the C403.1.4 C401.3 Fossil Fuel Heating path, provide an C406.1 accounting of the total heating capacity and the C401.3 equipment heating capacity for each distinct area utilized in the C406 calculation. NA C403.1.4 HVAC Heating Fuel, To qualify for exception 2, provide a list of exception 2 Dwelling each separate space in the dwelling or sleeping and sleeping units unit, indicate the number of exterior walls the space has, the presence of fenestration, and the allowed watts; document the heat provided in each space is below the allowed capacity in the space NA C403.1.4 HVAC Heating Fuel, To qualify for exception 5, provide exception 5 Air-to-air documentation that the heat pump is sized to heat pumps meet the heating load at an outdoor air temperature ≤ 32°F and has a ratio of heating capacity at 47°F to supplemental resistance heat capacity ≥ 2.0 in zone 4 and ≥ 1.0 in zone 5; indicate unit control by either a thermostat designed for heat pump use, a multistage thermostat with an outdoor air temperature thermostat wired to energize supplemental heat only on the last stage or heating and when the outdoor air temperature is ≤32°F, or equipment is NAECA rated with integral control Page 2/32 Mechanical Requirements List, pg 3 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.1.4 HVAC Heating Fuel, To qualify for exception 6, provide exception 6 Air-to- documentation that building heating is water heat pumps provided by air-to-water heat pumps with a heating capacity ≥75% of the design heating load at 29°F; indicate controls configured to lock out supplemental heat when the outdoor air temperature is ≥36°F unless the hot water supply set point has not been maintained for 20 minutes; indicate controls configured to use the compressor as the first stage of heating down to the compressor minimum rated temperature except during start up and defrost NA C403.1.4 HVAC Heating Fuel, To qualify for exception 7, provide exception 7 Ground documentation building heating provided by source heat pumps ground source heat pumps; ; indicate controls configured to lock out supplemental resistance heat when the source-side entering water temperature is ≥42°F unless the hot water supply set point has not been maintained for 20 minutes; indicate controls configured to use the compressor as the first stage of heating; indicate the ground source heat exchanger shall be sized so heat pump annual output is ≥70% for the total annual heating output based upon the final year of a 30-year simulation using IGSHPA listed software NA C403.1.4 HVAC Heating Fuel, To qualify for exception 8, document the exception 8 Small capacity or area served for the electric systems resistance and fossil fuel systems and demonstrate that it is ≤ 5% of the building total heating capacity or area NA C401.3.6 Electrification For all equipment following the fossil fuel readiness path, indicate on plans that spare electrical branch circuit and service entrance conduit is installed and sized to support future conversion of fossil fuel heaters to heat pumps; indicate on plans additional room in the electric room and transformer rooms and vaults be provided and sized to accommodate future service upgrades for conversion of all fossil fuel equipment to heat pumps. NA C403.3.1 Equipment and Indicate that output capacities of heating and system sizing cooling equipment and systems are no greater than the smallest available equipment size that exceeds the calculated loads; note exceptions applied NA C403.3.2 HVAC equipment Provide equipment schedules on plans and in C403.9.1 performance WSEC mechanical equipment compliance requirements reports; indicate equipment type, calculated (efficiency) loads, capacity, rated and WSEC minimum efficiencies for all heating and cooling equipment; include supply and ventilation air cfms and operating hours for all air systems; identify heating and cooling equipment that does not have a corresponding WSEC minimum efficiency (manufacturer rated) Page 3/32 Mechanical Requirements List, pg 4 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C405.8 Electric motor List all motors ≥ 1/12 hp (that are not integral efficiency to a rated piece of equipment) in the mechanical or electrical equipment schedules on plans; indicate motor type and applicable efficiency table, hp, rpm, number of poles and rated efficiency, or exception applied NA C403.3.2.1 Gas and oil-fired For gas and oil fired forced air furnaces with forced air furnace capacity ≥ 225,000 Btu/h and all unit heaters, and unit heaters indicate in equipment schedule intermittent ignition or IID, flue or draft damper, and rated jacket loss NA C403.3.3 Hot gas bypass For cooling equipment with hot gas bypass, limitation for DX provide either multiple step unloading or cooling equipment continuous capacity modulation; indicate bypass capacity per Table C403.3.3 NA C403.3.2.7 Humidification For cooling systems with humidification equipment that are also required to have air economizer, indicate humidifier is adiabatic (direct evaporative or fog atomization), or exception applied C403.3.2 Hydronic equipment Refer to Requirements List section Hydronic Systems - Equipment Selection & Performance for selection criteria specific to chillers and boilers NA C403.9 Heat rejection Refer to Requirements List section Heat equipment Rejection Systems - Equipment Selection & Performance for selection criteria specific to cooling towers, dry coolers and condensers (air-cooled and evaporative) NA C403.13 Dehumidification in Indicate dehumidification equipment serving spaces for plant plant growth spaces and which C403.13 growth compliance option is met EQUIPMENT SELECTION & PERFORMANCE - DEDICATED OUTSIDE AIR SYSTEMS (DOAS) NA C403.3.5.5 DOAS supplemental If DOAS has heating capability, indicate C403.7.3 heating and cooling heating controlled to limit supply air to ≤ 55°F. If heating is used for defrost control, indicate heat is to be locked out when outdoor air temperature is ≤ 35°F, modulates to 10% of peak capacity. Provide sizing calculations that show heating capacity sized at design temperatures to prevent damage to unit and heat supply air ≤ 55°F. NA C403.3.5.5 DOAS supplemental If DOAS has cooling capability, indicate heating and cooling cooling coil is used only for dehumidification only, is sized to meet the peak dehumidification requirement at design conditions, and is controlled to maintain supply air or zone relative humidity. Page 4/32 Mechanical Requirements List, pg 5 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.3.5 Dedicated outdoor air For buildings with occupancies required to C403.3.5.4 systems comply with the DOAS provisions per Table C403.3.5, identify on plans all occupancies in the building and indicate which occupied spaces are required to have ventilation air delivered by a DOAS; or exception applied C403.3.5 Dedicated outdoor air If natural ventilation exception is applied, C403.3.5.4 systems identify these spaces on plans; indicate operable window area complies with IMC Section 402; provide documentation describing how required ventilation will be provided during all occupied hours, including during inclement weather C403.3.5 Dedicated outdoor air If high efficiency VAV exception is applied, C403.3.5.4 systems identify these spaces on plans; refer to Single Zone VAV section for Groups A-1, A-2 and A-3 occupancy classifications, or Multiple Zone VAV for other than Groups A-1, A-2 and A-3 (per Table C403.3.5) C403.3.5 Dedicated outdoor air If compliance with the DOAS provisions is C403.3.5.6 systems deemed to be impractical, provide documentation that demonstrates the alternate design strategy applied that achieves a comparable level of energy efficiency, as pre- approved by the AHJ C403.3.5 Dedicated outdoor air Refer to Requirements List section after systems Multiple-Zone Air Systems for High Efficiency Multiple-Zone VAV Systems exception to C403.3.5 DOAS C403.3.5 Dedicated outdoor air Refer to Requirements List section after High systems Efficiency Multiple-Zone Air Systems for High Efficiency Single-Zone VAV Systems exception to C403.3.5 DOAS C403.3.5.1 DOAS energy For all DOAS systems, indicate exhaust air recovery method and ER method and basis of rated effectiveness effectiveness (sensible or latent); indicate ≥ 68% sensible or ≥ 60% enthalpy recovery ratio at design conditions; or exception applied C403.3.5.2 DOAS fan power For DOAS with no fans or fan arrays with input power ≥ 1kW, indicate total system fan power does not exceed 1 watt per cfm C403.3.5.2 DOAS fan power For DOAS with any fans or fan arrays with input power ≥ 1kW, indicate total system fan power complies with fan power limitation per Section C403.8.1 C403.3.5.3 Heating / cooling Indicate systems and equipment associated system fan controls with the delivery of zone level heating and with DOAS cooling (fans, hydronic pumps, primary air dampers, etc.) are configured to shut off, and central equipment is configured to turn down, when there is no call for heating or cooling in the zone they serve Page 5/32 Mechanical Requirements List, pg 6 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.3.5.3 Heating / cooling If applying Exception to heating / cooling fans system fan controls used for air mixing in the space during with DOAS deadband periods, include fan watts per cfm in equipment schedule C403.3.5.4 Decoupled DOAS Indicate method of delivery of DOAS supply supply air air to the occupied space (directly into space, downstream of terminal heating / cooling coils); or exception applied C403.6.5 Multiple zone DOAS For DOAS serving multiple zones with DDC controls, indicate controls configured to reduce the volume of outdoor air in each zone independently when the zone is unoccupied; or exception applied ADDITIONAL ENERGY EFFICIENCY MEASURE - DEDICATED OUTSIDE AIR SYSTEMS (DOAS) C406.2.2.6 High performance For all building occupancies, to comply with DOAS - Energy this additional efficiency credit, demonstrate recovery compliance withC403.3.5 effectiveness and fan power C406.2.2.6 High performance Indicate energy recovery sensible DOAS - Energy effectiveness of all DOAS is ≥ 80% recovery effectiveness and fan power C406.2.2.6 High performance For each system, indicate that total system fan DOAS - Energy power does not exceed 0.769 watts per cfm or recovery is ≤ 80% of the fan power allowance for a effectiveness and fan constant volume system calculated per power C403.8.1 FANS AND FAN CONTROLS C403.8.1.2 Fan power limitation For all HVAC fan systems associated with conditioned space and containing 1 or more fans with electrical input ≥ 1 kW shall provide the total nameplate hp and the fan system electrical input power calculated per C403.8.1.2 in equipment schedules on project plans C403.8.1.1 Fan power limitation For all HVAC and DOAS systems associated with conditioned space with 1 or more fans with electrical input power ≥ 1 kW, provide fan system electrical input power calculations per Section C403.8.1.2 to verify it complies with fan power budget per Section C403.8.1.1 C403.8.2 Motor nameplate hp For HVAC systems with total fan motor nameplate hp > 5hp, indicate fan motors specified are the smallest available motor hp size greater than fan bhp, note exceptions applied Page 6/32 Mechanical Requirements List, pg 7 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C405.8 Fractional hp fan For all fractional hp fan motors (1/12 - < 1 motors hp), indicate that motors comply with applicable WSEC efficiency tables; if motor type is not listed in an efficiency table, indicate whether fan has an electronically commutated motor, has motor rated efficiency of at least 70%, or exception applied C403.8.3 Fan efficiency For individual fans or fan arrays, indicate in equipment schedule that rated FEI for all applicable fans part of a variable-air volume system is ≥ 0.95 and ≥ 1.0 in all other systems, or exception applied; indicate these fans are sized at the design point of operation C403.8.4 Low-capacity For all ventilation system fans with motors ≤ ventilation fans 1/12 hp, indicate in equipment schedule the fan flow rate and efficacy (cfm/watt), or exception applied; refer to Table C403.8.4 C403.2.4 Variable flow For fan motors ≥ 5 hp, indicate method of capacity - fans variable flow control (VSD or equivalent method) in equipment schedule, or exception applied C403.8.5.1 Fan airflow control For DX air handling units with cooling capacity ≥ 42,000 Btu/h and evaporative and chilled water air handling units with fan ≥ 0.25 hp, indicate whether system is single zone or multiple zone and related control method (cooling capacity controlled in response to space temperature, space temperature is controlled by modulating supply airflow, or both) C403.8.5.1 Fan airflow control For mechanical cooling systems (includes DX and chilled water coils) that control cooling capacity in response to space temperature - Provide a minimum of two stages of fan control; indicate minimum fan speed is ≤ 66% of full speed drawing ≤ 40% of full speed fan power during periods of low cooling or ventilation only C403.8.5.1 Fan airflow control For other mechanical cooling systems (includes DX and chilled water coils) that control space temperature by modulating airflow (in lieu of, or in addition to, controlling capacity in response to space temperature) - Provide fan controls for modulating supply airflow; indicate minimum fan speed is ≤ 50% of full speed drawing ≤ 30% of full speed fan power during periods of low cooling or ventilation only; or exception applied NA C403.8.6 Large-diameter Where provided, indicate large-diameter ceiling fans ceiling fans to be tested and labeled in accordance with AMCA 230. ADDITIONAL ENERGY EFFICIENCY MEASURE - IMPROVED HVAC TSPR Page 7/32 Mechanical Requirements List, pg 8 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C406.2.2.1 Improved HVAC To comply with this additional efficiency TSPR credit, indicate systems are required to provide a TSPR report per C403.1.1; demonstrate that the proposed design ratio is at minimum 5% higher than the standard reference design ratio; for projects prorating the credit the TSPR report must show the proposed design exceeds the claimed increase used for proration ADDITIONAL ENERGY EFFICIENCY MEASURE - MORE EFFICIENT HVAC EQUIPMENT COOLING AND FAN PERFORMANCE C406.2.2.2 More efficient To comply with this additional efficiency cooling and fan credit, provide a list of all cooling equipment performance in the building or credit area and calculations that demonstrate (based on cooling output capacity) that 90% or more of all HVAC cooling equipment serving conditioned floor areas are listed in the tables of Section C403.3.2 NA C406.2.2.2 More efficient In addition to system selection requirement, C406.2.2.2.1 cooling and fan demonstrate that 90% or more of all HVAC performance cooling capacity serving conditioned floor areas in the building or credit area is delivered by equipment at least 5% better than the listed WSEC efficiency, seasonal or annualized where available other wise use full load efficiency C406.2.2.2 More efficient For projects prorating the credit in C406.2.2.2.1 cooling and fan accordance with Equation 4-15 include performance calculations for equipment representing at least 90% of the cooling capacity in the building or credit area that demonstrate the capacity weighted average better than code efficiency; for equipment with multiple requirements the seasonal or annualized efficiency shall be used C406.2.2.2 More efficient In addition to system selection and efficiency C406.2.2.2.3 cooling and fan requirements, if fan energy is not included in performance equipment rating or if it is but the fan has been upsized from rated conditions, demonstrate fan power is ≤ 95% of the allowed fan power in Section C403.8.1. ADDITIONAL ENERGY EFFICIENCY MEASURE - MORE EFFICIENT HVAC EQUIPMENT HEATING PERFORMANCE NA C406.2.2.3 More efficient To comply with this additional efficiency HVAC equipment credit, provide a list of all heating equipment heating performance in the building or credit area and calculations that demonstrate that 90% or more of all HVAC heating capacity serving conditioned floor area is delivered by equipment listed in the tables of Section C403.3.2 Page 8/32 Mechanical Requirements List, pg 9 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C406.2.2,3 More efficient In addition to system selection requirement, C406.2.2.3.2 HVAC equipment demonstrate that 90% or more of all HVAC heating performance heating capacity serving the building or credit area is delivered by equipment at least 5% better than the listed WSEC efficiency, seasonal or annualized where available other wise use full load efficiency NA C406.2.2.3 More efficient For projects prorating the credit in C406.2.2.3.2 HVAC equipment accordance per Equation 4-16 include heating performance calculations for equipment representing at least 90% of the heating capacity serving the building or credit area that demonstrate the capacity weighted average better than code efficiency; for equipment with multiple code requirements the seasonal or annualized efficiency shall be used NA C406.2.2.3 More efficient In C402.1.1 low energy and C402.1.1.2 semi- C406.2.2.3.2 HVAC equipment heated spaces demonstrate that 90% of the heating performance heating capacity in the building or area is provided by electric infrared or gas-fired radiant equipment for localized heating applications. VENTILATION, EXHAUST & ENERGY RECOVERY NA C403.7.1.2 Demand control For each required demand control ventilation ventilation design system, indicate outdoor air automatically changes in response to a CO2 sensor and utilizes a variable speed fan control to reduce systems flow; or exception applied C403.2.2.1 Ventilation If mechanically delivered, indicate that ventilation systems are configured to provide not more than 150% of, but at least the minimum required volume of outdoor air to each zone per IMC, ASHRAE 62.1 or other applicable code (WAC, OSHA, etc.); or exception applied C403.2.2.1 Ventilation If delivered via natural ventilation, identify required elements per IMC including: minimum openable area to the outdoors or qualifying adjoining spaces; criteria for ensuring required ventilation is provided during all occupied hours of the year (including during inclement outdoor conditions) C403.2.2.2 Exhaust Indicate that exhaust systems are configured to provide not more than 150% of, but at least the minimum required volume from each zone per IMC, or other applicable code (WAC, OSHA, etc.); or exception applied C403.4.2.4 Exhaust system off- Refer to Requirements List section HVAC hour controls Controls for off-hour controls requirements for exhaust systems Page 9/32 Mechanical Requirements List, pg 10 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.7.6.1 Balanced ventilation For Group R-2 dwelling and sleeping units, for Group R-2 indicate that each habitable space is provided occupancy with a balanced ventilation system; indicate system is provided with energy recovery with ≥ 60% sensible recovery effectiveness C403.7.1.1 Demand control Identify spaces with ventilation provided by ventilation single zone system with air economizer; for each space indicate controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception NA C403.7.1.1 Demand control Provide list of spaces with IMC ventilation ventilation occupant load and the occupant outdoor airflow rate listed; for spaces with occupant load ≥ 15 people/1,000 sf per IMC or occupant air flow rate ≥ 15 cfm / person indicate controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception C403.7.2 Occupancy sensors For gyms, classrooms, auditoriums, conference rooms and other spaces with occupant load ≥ 25 people/1,000 sf per IMC, that have an area > 500 sf, indicate occupancy- based ventilation air control when space is unoccupied and method (closes outdoor air damper or shuts-off equipment); or alternate means provided to automatically reduce ventilation air when space is partially occupied; or exception applied C403.7.3 Ventilation air For ventilation air systems with supplemental heating control heating capacity that operate in conjunction with heating and cooling systems, indicate that ventilation air is tempered (via heating or heat recovery) to no greater than 55° F when the space conditioning system is in cooling mode C403.7.4.2 Ventilation controls Indicate method of ventilation and exhaust for Group R-1 isolation for each guest room and automatic guestrooms controls that are configured to turn off ventilation and exhaust airflow when each room is unoccupied C403.8.4 Group R occupancy Refer to Requirements List section Fans & exhaust fan efficacy Fan Controls C403.7.5 Enclosed loading For enclosed loading docks, indicate C403.7.5.1 dock ventilation ventilation / exhaust system method of activation (gas detection system for CO and NO2, or occupancy sensors), and control method (staged or modulating); if total ventilation system fan motor nameplate horsepower is > 5 hp, indicate VSD or equivalent motor drives Page 10/32 Mechanical Requirements List, pg 11 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.7.5 Enclosed parking For enclosed parking garages, indicate C403.7.5.2 garage ventilation ventilation / exhaust system activated by gas detection system for CO and NO2, and control method (staged or modulating); or exception applied; if total ventilation system fan motor nameplate horsepower is > 5 hp, indicate VSD or equivalent motor drives C403.7.6.2 Ventilation / exhaust For systems with design ventilation air > systems energy 5,000 cfm, or design supply air cfm and % recovery ventilation air exceeding the values in Tables C403.7.6(1) or (2), indicate exhaust air energy recovery method; or exception applied with supporting calculations C403.7.6.2 Ventilation / exhaust For rooms served by multiple systems with systems energy aggregate design ventilation air > 5,000 cfm, recovery or aggregate design supply air cfm and % ventilation air exceeding the values in Tables C403.7.6(1) or (2), indicate exhaust air energy recovery method; or exception applied with supporting calculations C403.7.6.2 Ventilation / exhaust Indicate energy recovery rated sensible systems energy recovery effectiveness ≥ 68% or a enthalpy recovery recovery ratio ≥ 60% C403.7.7.1.1 Kitchen exhaust hood Indicate on plans the type, duty, UL rating and C403.7.7.1.2 system exhaust airflow rate of each kitchen hood C403.7.7.1.3 C403.7.7.1.1 Kitchen exhaust hood Provide calculations that show a balanced C403.7.7.1.2 system accounting of total kitchen exhaust (include C403.7.7.1.3 all hoods) with % of: supply air, transfer air from adjacent spaces, and make-up air C403.7.7.1.1 Kitchen exhaust hood For hoods with make-up air drawn directly C403.7.7.1.2 system into the exhaust air cavity of each hood, C403.7.7.1.3 indicate that replacement air does not exceed 10% of hood exhaust airflow rate C403.7.7.1.1 Kitchen exhaust hood For kitchens with total hood exhaust C403.7.7.1.2 system exceeding 2,000 cfm, indicate that each hood C403.7.7.1.3 is UL 710 rated and maximum exhaust airflow rate of each hood is per Table C403.7.7.1.2; or exception applied C403.7.7.1.1 Kitchen exhaust hood For kitchens with total hood exhaust C403.7.7.1.2 system exceeding 2,000 cfm, indicate demand control C403.7.7.1.3 kitchen ventilation configured to a minimum 50% reduction in exhaust and replacement air system flows in response to alliance operation; or exception applied C403.7.7.2 Laboratory exhaust For buildings with total lab exhaust > 5,000 systems energy cfm, indicate method of energy recovery used recovery to pre-condition laboratory make-up air; energy recovery effectiveness (min 25°F increase in outside air temperature); or alternative method per exception (VAV exhaust, semi-conditioned makeup, or CERM calculation) Page 11/32 Mechanical Requirements List, pg 12 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.7.7.3 Transfer air For spaces where conditioned supply air is utilized as transfer air to balance mechanical exhaust, indicate basis of transfer airflow (supply required to meet loads, health/safety requirement, air that would normally be exhausted); or exception applied C403.7.8.1 Shutoff dampers for Indicate locations of outdoor air intake, C403.7.8.3 building isolation exhaust and relief outlet dampers on plans; indicate whether dampers are Class 1 motorized, or gravity and exception applied (include leakage rating, cfm/sf) C403.7.8.1 Shutoff dampers for Indicate location of stairway and elevator C403.7.8.3 stairway and elevator hoistway shaft vent dampers on plans; verify hoistway shaft vents dampers are Class 1 motorized; or exception applied C403.7.8.2 Shutoff dampers for Indicate locations of return air dampers that C403.7.8.3 return air are integral to airside economizer operation; verify dampers are motorized; indicate whether dampers are Class 1, or within packaged equipment eligible for leakage rating exception (include leakage rating, cfm/sf) C403.7.8.4 Damper actuation Indicate automatic controls configured to close outdoor air intake, exhaust and relief outlet dampers during unoccupied equipment operation; not including economizer cooling, night flush or IMC required outdoor air / exhaust C403.7.8.4 Damper actuation Indicate method of activation of stairway and elevator hoistway shaft vent dampers (fire alarm or interruption of power) C404.11.4 Exhaust system For buildings with pools or spas with water energy recovery for surface area > 200 sf, indicate exhaust air heated indoor pools energy recovery method and use of waste heat and permanent spas (preheat ventilation air, pool water or service hot water); or exception applied C404.11.4 Exhaust system Indicate energy recovery system has the rated energy recovery for effectiveness and is configured to decrease heated indoor pools the exhaust air temperature at design and permanent spas conditions by ≥ 36°F HVAC CONTROLS NA C403.4.1 Thermostatic controls Indicate locations of thermostatic and (thermostats and humidity control devices and the zones they humidistats) serve on plans, including perimeter system zones Page 12/32 Mechanical Requirements List, pg 13 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.4.1 Thermostatic controls Where adjacent (neighboring) zones are (thermostats and controlled by separate thermostats (including humidistats) perimeter systems used to offset heat gain or loss), and are connected by permanent openings > 10% of either zone sf area, indicate controls configured to prevent adjacent zones from operating in conflicting modes (one in heat, other in cool); applies to adjacent perimeter zones, adjacent nonperimeter zones, and adjacent perimeter and nonperimeter zones C403.4.1 Thermostatic controls If applying Exception 2 to interior zones (thermostats and adjacent to perimeter zones, indicate that humidistats) setpoints and deadband settings in these zones are coordinated so cooling in an interior zone does not occur until the temperature in that zone is 5°F higher than the adjacent perimeter zone temperature in heating NA C403.4.1 Thermostatic If applying Exception 3 for DOAS, indicate controls(thermostats supply air temperature heating setpoint is ≤ and humidistats) 65°F and cooling setpoint is ≥ 72°F, or method of supply air temperature reset NA C403.4.1.1 Heat pump Indicate staged heating operation with supplementary heat compression as the first stage of heating and supplemental heating controlled with outdoor lock-out temperature set to 40°F or less, or indicate exception applied and specify equipment meeting the exception requirements C403.4.1.2 Deadband Indicate zone thermostatic controls configured with 5°F minimum deadband for systems that control both heating and cooling C403.4.1.3 Setpoint overlap If separate heating and cooling thermostatic restriction control devices are used to serve a zone, (thermostats) indicate locations of both thermostatic control devices and the zone they serve on plans C403.4.1.3 Setpoint overlap Indicate a limit switch, mechanical stop or restriction DDC control with programming to prevent (thermostats) simultaneous heating and cooling NA C403.4.1.4 Heated or cooled Indicate thermostatic controls within heating vestibules or cooled vestibules with a heating setpoint ≤ 60°F and cooling setpoint ≥ 85°F; indicate controls are configured to turn off heating when outdoor temperature is > 45°F; or note exception applied NA C403.4.1.4 Heated air curtains Indicate controls are configured to turn off air curtain heating when outdoor temperature is > 45°F Page 13/32 Mechanical Requirements List, pg 14 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.1.6 Door switches for Doors required to have opening switches for HVAC system HVAC thermostatic control to the outdoors thermostatic control from a conditioned space and are > 48 sf, indicate automatic controls configured to setback the HVAC system(s) when the door is open for > 5 minutes; indicate method of HVAC system setback control (turns off the HVAC system or resets the heating setpoint to 55°F and cooling setpoint to 85°F), or exception applied (either C402.5.11 or C403.4.1.6) NA C403.4.2 Automatic setback Indicate zone thermostatic controls configured C403.4.2.1 and shutdown with required automatic setback and manual C403.4.2.2 override functions, setback temperatures, and control method (automatic time clock or 7 day programmable controls); note exceptions applied NA C403.4.2.3 Automatic (optimum) Indicate all HVAC systems are provided with start and stop automatic start and stop controls; indicate start controls are configured to adjust the equipment start time as required to bring each area served up to design temperature just prior to scheduled occupancy; indicate stop controls are configured to reduce heating setpoint and increase cooling setpoint by at least 2°F prior to scheduled unoccupied periods NA C403.4.2.4 Exhaust system off- For exhaust systems serving conditioned hour controls spaces in all occupancies other than Group R, indicate method of control and that controls are configured to turn exhaust systems on and off in concert with the ventilation air systems providing their make-up air, or exception applied NA C403.4.2.5 Transfer and For transfer fan or mixing fan systems serving destratification fan conditioned spaces in all occupancies other system off-hour than Group R, indicate method of control and controls that controls are configured to turn fans on and off in concert with the associated HVAC systems, or exception applied NA C403.4.7 Combustion heating For combustion heating equipment other than equipment boilers or radiant heaters with output capacity > 225,000 Btu/h, indicate modulating or staged combustion control NA C403.4.7.1 Combustion Indicate controls that are configured to limit decorative vented operation of combustion appliance, fireplace appliance, and fire pit to ≤ 1 hour without override, or combustion fireplace that occupancy sensor controls are provided and fire pit controls Page 14/32 Mechanical Requirements List, pg 15 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.7.4.1 Temperature setpoint For hotels / motels with over 50 guest rooms, controls for Group indicate automatic controls for HVAC R-1 guestrooms equipment serving guest rooms are configured to setback (heating) and set-up (cooling) temperature setpoint by at least 4°F when room is rented and unoccupied, and adjust setpoint to 60°F (heating) and 80°F (cooling) when room is unrented / vacated; indicate control method - activated by room entry, occupancy sensor or networked guestroom control system C403.7.4.2 Ventilation controls Refer to Requirements List section for Group R-1 Ventilation, Exhaust & Energy Recovery guestrooms C403.4.9 Thermostatic controls For primary space conditioning systems, C403.4.10 for Group R2 / R3 indicate 5-2 programmable thermostats dwelling units and capable of two setback periods per day; Group R2 sleeping indicate each non-primary system is provided units with at minimum an adjustable thermostat, or exception applied. For all thermostats indicate purpose (heating only, cooling only, or both) and required temperature range; indicate thermostats are configured for at minimum a 5°F deadband NA C403.5.1 DX air handler For DX air handlers with cooling capacity ≥ variable cooling 65,000 Btu/h, indicate number of cooling control(Located stages provided and method (multiple under Integrated compressors and / or variable speed Economizer Control) compressors); indicate minimum displacement (capacity reduction) as % of full load; indicate thermostats are configured with the same number of cooling stages and displacement NA C403.5.1 DX air handler Indicate control method (cooling capacity variable cooling controlled in response to space temperature, control (Located space temperature controlled by modulating under Integrated supply airflow, or both) Economizer Control) NA C403.4.11.1 DDC system Provide central and zone level DDC controls C403.4.11.2 applications, controls as required based on system application, C403.4.11.3 and display capacity or size thresholds and other qualification per Table C403.4.11.1 NA C403.4.11.1 DDC system Identify all DDC system input / output control C403.4.11.2 applications, controls points in project documents C403.4.11.3 and display NA C403.4.11.1 DDC system Indicate control capability includes C403.4.11.2 applications, controls monitoring zone and system level demand for C403.4.11.3 and display fan pressure, pump pressure, heating and cooling; indicate capability to transfer demand information from zones to air / hydronic distribution system controllers, and to central plant systems and equipment controllers Page 15/32 Mechanical Requirements List, pg 16 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.11.1 DDC system Indicate system has the capability and is C403.4.11.2 applications, controls configured for trending and graphically C403.4.11.3 and display displaying input / output points NA C403.4.11.4 DDC demand For buildings with ≥ 780,000 Btu/h of response setpoint mechanical cooling, indicate controls are adjustment configured to automatically increase the cooling setpoint and decrease the heating setpoint ≥ 2°F based upon a binary input to the control system approved by the utility NA C403.4.1.7 Demand responsive Indicate thermostatic controls for heating or controls cooling systems are provided with demand response controls are capable of increasing the cooling setpoint and decreasing the heating setpoint ≤ 4°F; indicate the controls are capable of receiving and responding automatically to a demand response signal. NA C403.2.3 HVAC System Fault For buildings ≥ 100,000 square feet, indicate detection and HVAC systems have fault detection and diagnostics diagnostics with sensors and communications to automatically identify HVAC system faults, provide prioritized recommendations for repair, and communicate faults and recommendations to remotely located authorized personnel. ADDITIONAL ENERGY EFFICIENCY MEASURE - DWELLING UNIT HVAC CONTROLS NA C406.2.1 Dwelling unit HVAC To comply with this additional efficiency controls credit, provide control design for a manual main control or occupancy sensor based controls, or provide control specification and product cut sheets demonstrating compliance with learning thermostat or geographic sensing options. ADDITIONAL EFFICIENCY CREDIT - FAULT DETECTION AND DIAGNOSTICS NA C406.2.2.7 Fault detection and To comply with this additional efficiency diagnostics credit, demonstrate HVAC controls comply with items 1 through 6 in Section C403.2.3; only buildings not required to comply with Section C403.2.3 or C403.6.10(16) can use this credit LOAD MANAGEMENT MEASURE - HVAC LOAD MANAGEMENT NA C406.3.2 HVAC load To comply with this additional efficiency management credit, indicate automatic controls connected to central DDC having digital input capable of being activated by external utility signal; where utility real-time demand or pricing program exists indicate system configured to utilize this signal; otherwise indicate building demand monitoring installed and controls configured to utilize demand signals Page 16/32 Mechanical Requirements List, pg 17 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C406.3.2 HVAC load Indicate electric cooling controls configured management to gradually increase the cooling setpoint by at least 3°F over 3 hours during summer peak periods; , indicate electric heating controls configured to gradually decrease the heating setpoint by at least 3°F over 3 hours during winter peak periods DUCTWORK, SHAFTS AND PLENUMS C403.10.1.1 Duct construction Indicate on plans that all ductwork is C403.10.2 constructed and sealed per IMC C403.10.1.1 Duct construction For outdoor air ductwork, also indicate on C403.10.2 plans that ductwork meets air leakage requirements per C402.5 and vapor retarder requirements per the IBC C403.10.2.1 Duct pressure Identify location of low, medium and high C403.10.2.2 classifications pressure ductwork on plans C403.10.2.3 C403.10.2.3 High pressure duct Indicate high pressure duct leakage testing leakage test requirements on plans; provide test results to jurisdiction when completed C403.10.1.1 Duct insulation For outdoor air ductwork located within C403.10.1.2 conditioned space (upstream or downstream of shutoff damper), identify climate zone, duct airflow, and indicate ductwork insulation R-value per Table C403.10.1.1 on plans; or exception applied C403.10.1.1 Duct insulation For supply and return air ductwork located C403.10.1.2 within unconditioned space or outdoors, identify climate zone and indicate ductwork insulation R-value per Table C403.10.1.2 on plans; or exception applied C403.10.1.1 Duct insulation For supply air ductwork located within C403.10.1.2 conditioned space, identify on plans if design supply air temperature is < 55°F or > 105°F; indicate ductwork insulation R-value per Table C403.10.1.2 on plans; or exception applied C403.10.1.1 Duct insulation For return and exhaust air ductwork located C403.10.1.2 within conditioned space (upstream of the shutoff damper) and downstream of an energy recovery media, indicate ductwork insulation R-value per Table C403.10.1.2; or exception applied C403.10.1.1 Duct insulation For exhaust and relief air ductwork located C403.10.1.2 within conditioned space and downstream of the shutoff damper, indicate ductwork insulation R-value per Table C403.10.1.2; or exception applied C403.10.1.1 Shaft and plenum For outdoor air shafts and plenums, indicate C402.1.3 insulation on plans that the R-value of insulation on these elements complies with Table C402.1.3 for steel-framed walls Page 17/32 Mechanical Requirements List, pg 18 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com PIPING C403.10.3 Piping insulation Indicate design temperature range of fluid conveyed in piping and thickness of insulation (in inches) on hydronic piping plans; or exception applied C403.10.3.1 Protection of piping Indicate method of protection of pipe insulation insulation from damage / degradation on hydronic piping plans NA C403.10.4 HVAC refrigerant Indicate refrigerant piping insulation to be piping insulation installed on all hot gas lines and on some liquid lines per C403.10.4; indicate insulation conductivity ≤ 0.26 Btu × in/(h × ft2 × °F) ECONOMIZERS C403.5 Air economizer Identify all cooling systems requiring air required economizer controls in equipment schedules on plans and in WSEC mechanical equipment compliance reports C403.5 Air economizer Indicate all systems utilizing air economizer exceptions exceptions in WSEC mechanical equipment compliance report, including those with water- side economizer in lieu of air economizer; indicate on plans and in WSEC mechanical equipment compliance reports all eligible exception(s) taken and measures to comply with exception(s) C403.4.1 Integrated Indicate air and water-side economizers are C403.5.1 economizer operation configured for partial cooling operation even - air and water where additional mechanical cooling is required to meet the load C403.4.1 Integrated For DX air handlers with single or multiple C403.5.1 economizer operation stages of mechanical cooling; indicate controls - air and water are configured with air economizer as the first stage of cooling C403.4.1 Integrated Refer to Requirements List section HVAC C403.5.1 economizer operation Controls for additional requirements for DX - air and water air handlers C403.5.2 Economizer heating Verify control method of HVAC systems with system impact - air economizers does not increase building and water heating energy usage during normal operation C403.5.3.1 Air economizer Indicate modulating outdoor air and return air capacity dampers are configured to provide up to 100% outdoor air for cooling C403.5.1 Air economizer Indicate that economizer controls are C403.5.3.2 controls and configured to provide partial economizer integrated operation cooling when additional mechanical cooling is also required to meet the cooling load C403.5.1 Air economizer Indicate that control of economizer dampers C403.5.3.2 controls and is not based only on mixed air temperature; or integrated operation exception applied for systems with cooling capacity ≤ 65,000 Btu/h Page 18/32 Mechanical Requirements List, pg 19 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.5.3.3 Air economizer high Indicate high limit shut-off control method limit controls and required high limit per Table C403.5.3.3 C403.5.3.4 Relief of excess Refer to Requirements List section outdoor air Ventilation, Exhaust & Energy Recovery C403.5.3.4 Relief of excess Indicate relief air outlets are sized and outdoor air configured to relieve excess building air during air economizer operation to prevent building over-pressurization C403.5.3.4 Relief of excess Indicate relief air outlet are located to avoid outdoor air recirculation into the building C403.5.4.1 Water economizer For eligible systems where water-side capacity economizer may be provided in lieu of air economizer, indicate system is capable of 100% design cooling capacity at 50°F db / 45°F wb outdoor air temperatures; indicate if threshold for 100% design cooling capacity via economizer must be lowered to 45°F db / 40°F wb due to dehumidification requirements C403.5.4.2 Water economizer Indicate that the pressure drop across maximum pressure precooling coils and heat exchangers in water drop economizer systems do not exceed 15 feet (4572 mm) C403.5.5 DX equipment For DX air handlers with economizer and economizer fault cooling capacity ≥ 54,000 Btu/h, provide a detection and fault detection and diagnostics (FDD) system diagnostics to monitor economizer system operation and report faults HYDRONIC SYSTEMS - EQUIPMENT SELECTION & PERFORMANCE C403.3.2.3 Maximum air cooled For chilled water plants and buildings with > chiller capacity 500 tons of cooling capacity, indicate air- cooled chiller capacity is ≤ 100 tons, or exception applied C403.3.2.2 Large capacity For buildings ≥ 300 tons of cooling capacity, cooling systems indicate method of multi-stage or variable capacity control (VSD, multiple staged compressors, or max capacity of any single unit C403.3.2.4 Non-standard water- For water-cooled centrifugal chillers not cooled centrifugal designed for operation at standard conditions, chillers provide calculations documenting maximum full load and part load rated equipment performance requirements C403.3.3 Hot gas bypass For cooling equipment with hot gas bypass, limitation for chillers provide either multiple step unloading or continuous capacity modulation; indicate bypass capacity per Table C403.3.3 C403.4.3 Large capacity boiler For hydronic systems with only a single boiler C403.3.4.4 systems that has > 500,000 Btu/h input capacity, indicate multi-stage or modulating burner Page 19/32 Mechanical Requirements List, pg 20 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.4.3 Large capacity boiler For boiler system (single or multiple) with > C403.3.4.4 systems 1,000,000 Btu/h input capacity, indicate turndown ratio per Table C403.3.4.4 and method (multiple single input boilers, modulating boilers, or combination) NA C403.3.4.1 Large capacity boiler For all boiler systems with input capacity ≥ systems 2,500,000 Btu/h and all systems where one stack serves 2 or more boilers with a combined input capacity ≥ 2,500,000 Btu/h, indicate combustion air positive shut-off is provided to restrict airflow through the combustion chamber during standby (e.g. flue or vent damper). NA C403.3.4.2 Large capacity boiler For boiler systems with combustion air fans ≥ systems 10 hp, indicate variable speed fan NA C403.3.4.3 Large capacity boiler For boiler systems with input capacity ≥ systems 5,000,000 and a steady state full-load combustion efficiency <90 percent, indicate combustion air volume to be automatically controlled to limit stack-gas oxygen concentrations specified in Table C403.3.4.3. List exception if it applies. NA C403.3.4.5 High capacity space For gas hot water space heating systems with C403.3.4.5.1 heating gas boiler ≥ 1,000,000 Btu/h and ≤ 10,000,000 Btu/h C403.3.4.5.2 system (new capacity, indicate boiler thermal efficiency ≥ buildings) 90 percent; coils and heat exchangers sized at design conditions to have a boiler return water temperature ≤ 120°F; values and controls to ensure under all operating conditions the water temperature entering the boiler is ≤ 120°F or the supply water recirculating directly into the return system is ≤ 20 percent of design flow of the operating boilers. C403.2.4 Variable flow For pump motors ≥ 5 hp, indicate method of capacity - pumps variable flow control (VSD or equivalent method) in equipment schedule, or exception applied NA C403.3.7 Hydronic system flow Indicate chilled water and condenser water rate flow types and operating hours, and maximum flow rates in less than or equal to Table C403.3.7. NA C403.3.8.1 Chilled-water coil Indicate chilled-water coils sized to provide a selection 15°F difference between leaving and entering water temperature and a minimum 57°F leaving water temperature at design conditions., or exception applied NA C403.3.8.2 Hot-water coil Indicate hot-water coils sized to provide a selection 20°F difference between leaving and entering water temperature and a maximum 118°F entering water temperature at design conditions., or exception applied Page 20/32 Mechanical Requirements List, pg 21 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.12 Pressure independent For heating and cooling water coils with a control valves design flow ≥ 5 gpm, indicate modulating pressure independent control values are provided HYDRONIC SYSTEMS - CONTROLS C403.4.3 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers C403.4.3.2 Two-pipe changeover Indicate changeover deadband is ≥ 15°F systems outdoor air temperature; indicate controls are configured so that heating / cooling modes are active for at minimum 4 hours before changeover and that the delta between heating / cooling supply temperatures at changeover point is C403.4.1.5 Heating water For hot water boilers that provide building temperature setback heating via one- or two-pipe systems, indicate controls that provide heating water temperature setback based on outdoor temperature C403.4.4 Hydronic system part For heating and chilled water systems with ≥ load controls and 300,000 Btu/h output capacity, indicate supply-water system controls are configured to temperature reset automatically reset supply water temperature based upon demand; or exception applied C403.4.4 Hydronic system part Indicate automatic pump flow controls are load controls and configured to reduce system flow rate by ≥ supply-water 50%, or the maximum allowed by the temperature reset equipment manufacturer, based upon the heating or cooling loads; or describe why not required C403.4.4 Hydronic system part For hydronic systems with output capacity ≥ load controls and 300,000 Btu/h that serve heating water supply-water systems, chilled water systems and water- temperature reset cooled unitary air conditioners, indicate that pumps are provided with a variable speed drive if one of the following conditions apply: 1) System pump motor hp is ≥ 2 hp and pumps are designed to operate continuously or per time schedule; 2) System pump motor hp is ≥ 7.5 hp and pumps are controlled by automatic DDC configured to only operate pumps when there is a call for zone heating or cooling C403.4.4 Hydronic system part Where variable speed drives are required, load controls and indicate system is configured so that pump supply-water motor power is ≤ 30% of design wattage at temperature reset 50% of design flow rate; indicate pump flow is controlled to maintain one control valve nearly wide open, or to maintain a minimum differential pressure; or exception applied Page 21/32 Mechanical Requirements List, pg 22 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.4.6 Hydronic system For individual pumps required to have variable pump flow variable speed controls, indicate manner of control pump speed control (differential pressure, static pressure setpoint, zone heating or cooling demand, or based on the relationship between variable speed controller frequency and power) C403.4.5 Chiller / boiler plant Indicate controls are configured to pump isolation automatically reduce overall plant flow and shut-off flow through individual chillers and boilers when not in use C403.4.3.3.1 Water loop heat Indicate method of water loop temperature pump - temperature control (central plant equipment controls are deadband configured to provide ≥ 20°F water supply temperature deadband between heat rejection and heat addition modes, or controls are configured for system loop temperature optimization C403.4.3.3.2 Water loop heat Indicate type of cooling tower (open- or pump - heat rejection closed-circuit) in equipment schedule; equipment indicate whether the cooling tower is used directly in the heat pump loop or in conjunction with a separate heat exchanger; indicate method used to limit system heat loss when heat rejection is not needed C403.4.3.3.3 Water loop heat For hydronic heat pump systems with total pump - isolation system power > 10 hp, indicate 2-way valves isolation valves on each heat pump and variable flow system control HEAT REJECTION SYSTEMS - EQUIPMENT SELECTION & PERFORMANCE C403.9.1.3 Centrifugal fan open- For open-circuit centrifugal fan cooling circuit cooling towers towers with ≥ 1,100 gpm capacity, indicate cooling towers comply with efficiency requirements for axial fan open circuit cooling towers HEAT REJECTION & RECOVERY - CONTROLS C403.9.1.1 Fan speed control For each fan powered by an individual motor C403.9.1.2 or array of motors, with total connected fan power ≥ 5 hp (including motor service factor), indicate method of automatic fan speed control (adjusted based on leaving fluid temperature or condenser temperature / pressure of heat rejection device); verify fan selection provides ≤ 30% design wattage at 50% design airflow C403.9.1.1 Fan speed control For multiple-cell heat rejection equipment C403.9.1.2 with VSD, indicate controls are configured to ramp all fans in unison (not staged on / off operation) Page 22/32 Mechanical Requirements List, pg 23 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.9.1.4 Cooling tower flow For open-circuit cooling towers configured turndown with multiple- or variable-speed condenser water pumps, indicate system is designed so all cells can be run in parallel; indicate method of condenser pump turn down control C403.9.2.1 Heat recovery for For buildings with 24-hour operation and > service water heating 1,500,000 Btu/h of heat rejection capacity and design service hot water load > 250,000 Btu/h, indicate condenser heat recovery to pre- heat service water; or exception applied. Provide calculations showing the amount of recovered heat that is utilized (60% of peak heat rejection load or pre-heat service water to 85°F). C403.9.2.2 Steam condensate For buildings with on-site steam heating systems heat recovery systems, indicate condensate water heat recovery and use of recovered heat C403.9.2.2 Steam condensate For buildings that use off-site generated steam systems heat recovery where condensate is not returned to the source, indicate on-site condensate water heat recovery NA C403.9.2.3 Refrigeration For buildings with food service, meat or deli condenser heat departments that have ≥ 500,000 Btu/h of recovery remote refrigeration capacity for coolers / freezers, indicate condenser heat recovery and use of captured energy (service water heating, space heating, or dehumidification reheating) NA C403.9.2.3 Refrigeration For buildings with ≥ 40,000 sf conditioned condenser heat floor area and ≥ 1,000,000 Btu/h of remote recovery refrigeration capacity, indicate condenser heat recovery to pre-heat service water; indicate remaining recovered heat is applied to space heating or dehumidification reheating C403.9.2.4 Condenser heat For buildings that operate > 70 hour per week, recovery for space that are not served by a DOAS with energy heating recovery, and have > 1,500,000 Btu/h of heat rejection capacity and ≥ 0.45 cfm per sf of design minimum supply airflow with reheat, indicate condenser heat recovery is provided for space heating that complies with Sections C403.9.2.4.1 or C403.9.2.4.2 or C403.9.2.4.4 C403.9.2.4.1 Water to water heat Indicate that 90% or more of the total C403.9.2.4.4 recovery building space heating and ventilation air design loads are served by heat energy rejected from either a heat recovery chiller or the cooling loop of water to water heat pump equipment C403.9.2.4.2 Exhaust heat recovery Indicate that waste heat is recovered from least 90% of the total building exhaust airflow such that leaving exhaust air temperature while in heat recovery mode is 55° F dry bulb; note exhaust air systems eligible for exception to this requirement Page 23/32 Mechanical Requirements List, pg 24 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.9.2.4.3 Process heat recovery In spaces with 5 watts per sf year-round cooling loads from lights and equipment, indicate these spaces are served by water- cooled equipment configured for heat recovery C403.9.2.4.3 Process heat recovery If these spaces are served by economizer (air or water), indicate automatic controls are configured to disable economizer operation while system is in heat recovery mode ADDITIONAL ENERGY EFFICIENCY MEASURE - IMPROVED LOW CARBON DISTRICT ENERGY SYSTEMS (10%) NA C406.2.2.4 Improved low-carbon Provide calculations showing 90% or more of district energy the annual service water and space heat systems (10 percent energy use or 90% or more of the annual better). service water heat, space heat and space cooling energy use is met by a district energy exchange system complying with C406.2.2.4.1 or a district energy heating and/or cooling system complying with C406.2.2.4.2; provide documentation the system is operational and is in accordance with this section prior to the final inspection. NA C406.2.2.4.1 Improved low-carbon Provide calculations and documentation that district energy 45% of the annual district-system-net-load- exchange systems (10 met (sum of heating and cooling energy percent better) provided to attached buildings) comes from heat recovery between connected buildings, waste heat, or renewable energy resources; and no more than 25% of the annual heat input to the system comes from fossil fuel or electric-resistance sources. NA C406.2.2.4.2 Improved low-carbon Provide calculations and documentation that district energy distribution losses are less than or equal to 5% heating and cooling of the annual load delivered to buildings or heating only served by the system; and that the system systems (10 percent complies with one of the following: 1) 45% of better) the annual district-system-net-load-met (sum of heating and cooling energy provided to attached buildings) comes from heat recovery between connected buildings, waste heat, or renewable energy resources and no more than 25% of the annual heat input to the system comes from fossil fuel or electric-resistance sources, or, 2) 10% or less of the system annual heat input to the system comes from fossil fuels, electric-resistance sources, or heat pump sources with an annual COP < 3 ADDITIONAL ENERGY EFFICIENCY MEASURE - IMPROVED LOW CARBON DISTRICT ENERGY SYSTEMS (20%) Page 24/32 Mechanical Requirements List, pg 25 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C406.2.2.5 Improved low-carbon Provide calculations showing 90% or more of district energy the annual service water and space heat systems (20 percent energy use or 90% or more of the annual better). service water heat, space heat and space cooling energy use is met by a district energy exchange system complying with C406.2.2.4.1 or a district energy heating and/or cooling system complying with C406.2.2.4.2; provide documentation the system is operational and is in accordance with this section prior to the final inspection. NA C406.2.2.5.1 Improved low-carbon Provide calculations and documentation that district energy 50% of the annual district-system-net-load- exchange systems (20 met (sum of heating and cooling energy percent better) provided to attached buildings) comes from heat recovery between connected buildings, waste heat, or renewable energy resources; and no more than 10% of the annual heat input to the system comes from fossil fuel or electric-resistance sources. NA C406.2.2.5.2 Improved low-carbon Provide calculations and documentation that district energy distribution losses are less than or equal to 5% heating and cooling of the annual load delivered to buildings or heating only served by the system; and that the system systems (20 percent complies with one of the following: 1) 50% of better) the annual district-system-net-load-met (sum of heating and cooling energy provided to attached buildings) comes from heat recovery between connected buildings, waste heat, or renewable energy resources and no more than 25% of the annual heat input to the system comes from fossil fuel or electric-resistance sources, or, 2) 10% or less of the system annual heat input to the system comes from fossil fuels, electric-resistance sources, or heat pump sources with an annual COP < 4 LOAD MANAGEMENT MEASURE - COOLING ENERGY STORAGE NA C406.3. 5 Cooling energy To comply with this additional efficiency storage credit, indicate automatic controls connected to central DDC having digital input capable of being activated by external utility signal; where utility real-time demand or pricing program exists indicate system configured to utilize this signal; otherwise indicate building demand monitoring installed and controls configured to utilize demand signals NA C406.3. 5 Cooling energy Provide calculation of ice or chilled water storage storage capacity with standby loss ≤ 1.5% per day; indicate automatic controls to activate storage to reduce peak period electric demand; provide calculation of storage capacity MULTIPLE ZONE AIR SYSTEMS Page 25/32 Mechanical Requirements List, pg 26 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.6.1 Air systems serving Identify supply air systems serving multiple multiple zones zones and the zones they serve on plans; indicate whether system is VAV and method of primary air control; or provide supporting documentation for applied exception to VAV C403.6.1 VAV air terminal Provide equipment schedules on plans that list primary supply all VAV air terminals and types (fan-powered airflow series and parallel air terminals, single duct and dual duct air terminals, etc.) C403.6.1 VAV air terminal For each air terminal include: maximum primary supply primary supply airflow rates during zone peak airflow heating and zone peak cooling; maximum terminal airflow during reheating, recooling or mixing; minimum ventilation airflow rate, and the basis for these values; if IMC or ASHRAE 62.1 multiple zone equation is the basis for minimum flow rates, provide this calculation on plans C403.6.2 Single duct VAV Indicate single duct terminal units are terminal units configured to reduce primary supply air before reheating or recooling C403.6.3 Dual duct systems - For systems with separate warm air and cool terminal units air ducts, indicate terminal units are configured to reduce the flow from one duct to minimum before mixing with air from the other duct C403.6.8 VAV system static - Indicate locations of duct static pressure C403.6.9 pressure sensors and sensors on plans; include at least one sensor DDC set points per major duct branch; verify controller setpoint pressure at each sensor is ≤ 1.2 inch w.g. C403.6.8 VAV system static - For systems with zone level DDC, indicate C403.6.9 pressure sensors and controls are configured to monitor zone DDC set points damper positions and reset static pressure setpoint based on the zone requiring most pressure; include control logic that automatically detects and generates an alarm if any zone excessively drives reset logic, and allows building operators to exclude zones from reset logic C403.6.4 VAV system supply Indicate controls automatically reset supply air reset air temperature in response to building loads or outdoor air temperature; or exception applied NA C403.6.4 VAV system supply Indicate zones expected to experience air reset relatively constant loads and that maximum air flow is designed to deliver peak capacity at the fully reset supply air temperature. C403.6.5 Multiple-zone VAV For systems with zone level DDC controls, system ventilation indicate controls are configured to optimization controls automatically reduce outdoor airflow in response to changes in system ventilation efficiency; or exception applied Page 26/32 Mechanical Requirements List, pg 27 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.6.6 Parallel fan powered Indicate controls automatically activate or VAV air terminals shut off the air terminal fan based on call for heating and / or ventilation; indicate controls are configured to activate the terminal fan as the first stage of heating prior to activating the heating coil; indicate control method of primary air during warmup or temperature setback mode HIGH EFFICIENCY MULTIPLE-ZONE VAV SYSTEMS - EXCEPTION TO C403.3.5 DOAS, MUST COMPLY WITH ALL 15 PROVISIONS TO BE ELIGIBLE C403.6.10, Minimum area served Indicate that each high efficiency multiple- Item 1 and zoning zone VAV systems serves an area ≥ 3,000 sf and includes ≥ 5 zones C403.6.10, Air economizer Indicate system is configured for 100% air Item 2 economizer operation and complies with all related economizer requirements per C403.5 (without economizer exceptions) C403.6.10, Direct digital controls Provide DDC controls for all components of Item 3 (DDC) system per C403.4.11 (regardless of system size); identify all DDC system input / output control points; indicate capability for trending and graphical display C403.6.10, Supply and outdoor For systems with minimum required outdoor Items 4 and 5 airflow measurement air > 2,500 cfm, provide an airflow and control monitoring station that is configured to measure outdoor air intake under all load conditions; indicate control sequence that increases or reduces outdoor air cfm based on VAV terminal feedback of ventilation efficiency (per C403.6.5 without exceptions) or and DCV (per C403.7.1) C403.6.10, Supply and outdoor Provide a supply airflow monitoring station Items 4 and 5 airflow measurement that is configured to measure supply air and control delivered to VAV terminals under all load conditions C403.6.10,I Zone isolation and Verify maximum area served by a single VAV tem 6 maximum area served system is ≤ 50,000 sf, or one entire floor, whichever is greater; in addition if a system serves > 25,000 sf, that includes areas that are expected to be occupied non-simultaneously, indicate zone isolation controls per C403.2.1 C403.6.10, Interior / exterior Verify that VAV terminals serving interior Item 7 zone design supply air cooling driven loads are sized per a design temperature supply air temperature that is 5°F higher than VAV terminals serving exterior zones while in cooling mode C403.6.10, Maximum air Identify all air terminals with minimum Item 8 terminal inlet velocity primary airflow setpoints > 50% of maximum setpoint in mechanical equipment schedule for these air terminals indicate inlet velocity does not exceed 900 fpm Page 27/32 Mechanical Requirements List, pg 28 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.6.10, Maximum allowable For each fan system serving a multiple-zone Item 9 system brake VAV HVAC, provide calculations that verify horsepower fan system electrical input power is ≤ 90% of the fan power budget in accordance with Section C403.8.1.1 C403.6.10, Fan-powered terminal Indicate all series and parallel fan-powered Item 10 unit motor and terminals have electronically commutated control motors (ECM); indicate DDC control system is configured to vary air terminal fan speed as a function of the load; indicate fan speed during periods of low heating, low cooling, or ventilation-only mode is ≤ 66% of peak design air flow, or provide supporting documentation for applied exception C403.6.10, Application of single Indicate VAV terminal types on plans; verify Item 11 duct and fan-powered fan-powered terminal units only serve terminal units perimeter zones with envelope loads and interior zones with high occupant density and DCV per C403.7.1; verify all other zones are served by single duct terminal units C403.6.10, Fan-powered terminal Indicate DDC controls are configured to Item 12 unit primary air reset automatically reset the primary supply air cfm setpoint of all fan-powered terminal units to the minimum required to maintain ventilation during occupied heating or deadband mode, based upon the VAV air handling unit minimum ventilation air fraction C403.6.10, Controls for high For zones > 150 sf with high occupant density Item 13 occupant density (≥ 25 people / 1000 sf), indicate zone is spaces served by a dedicated terminal unit with DCV control that resets terminal unit ventilation setpoint based on measured CO2; also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by ≥ 5°F when space in unoccupied C403.6.10, Dedicated cooling For data centers and server, electronic Item 14 systems serving data equipment, telecom or similar spaces with centers and server, design cooling loads > 5 W/sf, indicate spaces electronic equipment are served by dedicated cooling systems that and telecom spaces are independent of the HPVAV systems serving the rest of building C403.6.10, Dedicated cooling Indicate dedicated cooling systems are Item 14 systems serving data configured for 100% air economizer centers and server, operation and comply with all related electronic equipment economizer requirements per C403.5 (without and telecom spaces economizer exceptions), or heat recovery per C403.5, Exception 9 C403.6.10, Central plant Indicate whether systems are served by a high Item 15 efficiency efficiency heating water plant, or a high efficiency chilled water plant Page 28/32 Mechanical Requirements List, pg 29 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.6.10, Central plant If complying via high efficiency heating water Item 15 efficiency plant: Indicate all VAV terminals have hydronic heating coils served by a heating water system with either gas-fired boiler(s) with thermal efficiency (Et) ≥ 92%, air-to- water heat pumps, or heat recovery chillers; indicate hydronic heating coils are sized per a maximum 120°F entering water temperature during peak demand C403.6.10, Central plant If complying via high efficiency chilled water Item 15 efficiency plant: Indicate all VAV air handlers have cooling coils served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.3.2(7) (note water-cooled IPLV is max, all others are min); indicate smallest chiller or compressor in plant is ≤ 20% of the total plant capacity, or provide thermal storage sized for ≥ 20% of total plant capacity C403.6.10, Fault detection and Indicate DDC system includes automatic fault Item 16 diagnostics detection and diagnostics (FDD) configured to monitor operation and provide fault reporting of all required parameters for all VAV air handlers and VAV air terminal units in the HPVAV system HIGH EFFICIENCY SINGLE-ZONE VAV SYSTEMS - EXCEPTION TO C403.3.5 DOAS, MUST COMPLY WITH ALL 8 PROVISIONS TO BE ELIGIBLE C403.12, Air economizer Indicate system is configured for 100% air Item 1 economizer operation and complies with all related economizer requirements per C403.5 (without economizer exceptions) C403.12, Direct digital controls Provide DDC controls for all components of Item 2 (DDC) system per C403.4.11 (regardless of system size); identify all DDC system input / output control points; indicate capability for trending and graphical display C403.12, Outdoor airflow For systems with minimum required outdoor Item 3 measurement and air ≥ 1,000 cfm, provide an airflow control monitoring station that is configured to measure outdoor air intake under all load conditions; indicate controls that adjust outdoor air cfm via DCV per C403.7.1 C403.12, Maximum allowable For each fan system serving a single-zone Item 4 fan power VAV system, provide calculations that verify fan system electrical input power is ≤ 90% of the fan power budget in accordance withC403.8.1.1 C403.12, Supply airflow Provide controls that adjust supply airflow Item 5 control based on the heating and cooling loads; indicate control sequence that limits minimum fan speed to 30% of peak design airflow or required ventilation during unoccupied mode, whichever is less Page 29/32 Mechanical Requirements List, pg 30 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.12, Controls for high For zones > 150 sf with high occupant density Item 6 occupant density (≥ 25 people / 1000 sf), indicate DCV control spaces that resets ventilation setpoint based on measured CO2; also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by ≥ 5°F when space in unoccupied C403.12, High efficiency Indicate which system performance option is Item 7 system option applied - high efficiency DX cooling and heat pump or high efficiency gas heating; or heating coils served by a high efficiency heating water plant; or cooling coils served by high efficiency chilled water plant C403.12, High efficiency If complying via high efficiency DX: Indicate Item 7 system option full load and part load rated cooling efficiency exceeds WSEC listed efficiency by at least 15%; if heating is supplied by a gas-fired furnace, indicate thermal efficiency (Et) is ≥ 90%; if system is a heat pump, indicate heating efficiency (HSPF or COP) exceeds WSEC listed efficiency by at least 10%; control of cooling and heating coil output shall be configured with a minimum of 2-stages or modulating C403.12, High efficiency If complying via high efficiency heating water Item 7 system option plant: Indicate hydronic heating coils are served by a heating water system with either gas-fired boiler(s) with thermal efficiency (Et) ≥ 92%, air-to-water heat pumps, or heat recovery chillers; indicate hydronic heating coils are sized per a maximum 120°F entering water temperature during peak demand C403.12, High efficiency If complying via high efficiency chilled water Item 7 system option plant: Indicate cooling coils are served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.3.2(7) (note water-cooled IPLV is max, all others are min); indicate smallest chiller or compressor in plant is ≤ 20% of the total plant capacity, or provide thermal storage sized for ≥ 20% of total plant capacity C403.12, Fault detection and Indicate DDC system includes automatic fault Item 8 diagnostics detection and diagnostics (FDD) configured to monitor operation and provide fault reporting of all required parameters for all HPVAV single-zone air systems EXTERIOR HEATING SYSTEMS C403.11.1 Heating outside a Indicate systems providing heating in non- building enclosed outdoor occupied spaces are radiant systems Page 30/32 Mechanical Requirements List, pg 31 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.11.1 Heating outside a Indicate occupancy sensing or timer switch building controls configured to automatically shut off heating system when area served is unoccupied C403.11.2 Snow melt systems Indicate automatic controls configured to shut off system when pavement temperature exceeds 50°F and no precipitation is falling, and when outdoor air temperature exceeds 40°F C403.11.3 Freeze protection Indicate automatic controls to shut off system system controls when outdoor temperature exceeds 40°F, or conditions protect fluid from freezing HVAC EQUIPMENT ENERGY USE METERING NA C409.3.1 HVAC equipment For new buildings and building additions > energy use metering 25,000 sf, verify energy use metering of all equipment used to provide space heating and cooling, dehumidification and ventilation will be provided per C409; indicate equipment eligible for exception DOCUMENTATION AND SYSTEM SPECIFIC REQUIREMENT TO SUPPORT COMMISSIONING (CX) NA C408.1 Scope of mechanical For buildings with areas required to comply systems with C403.3.5 (DOAS) or with ≥ 180,000 commissioning Btu/h total output cooling capacity or ≥240,000 Btu/h total output heating capacity or energy recovery equipment ≥ 300 cfm, indicate that all mechanical systems regardless of individual capacity are required to be commissioned; or provide building heating / cooling capacity calculation demonstrating eligibility for exception C408.1 Scope of mechanical Indicate that all systems, equipment and systems controls for which the WSEC requires control commissioning functions and / or configuration to perform specific functions are included in the Cx scope C408.1.1 Commissioning Indicate in plans and specifications that Cx C408.1.4.1 requirements in per C408 is required for all applicable construction mechanical systems documents C408.1.1 Commissioning Include general summary that includes at C408.1.4.1 requirements in minimum: narrative description of activities, construction responsibilities of the Cx team, schedule of documents activities including verification of project close out documentation per C103.6, and conflict of interest plan (if required) C408.1.1 Commissioning Include in general summary that a Cx project C408.1.4.1 requirements in report or Compliance Checklist (Figure construction C408.1.4.1) shall be completed by the documents Certified Cx Professional and provided to the owner prior to the final mechanical inspection. Page 31/32 Mechanical Requirements List, pg 32 of 32 2021 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2025 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C408.1.2.2 Functional Identify in plans and specifications the performance testing intended operation of all equipment and criteria controls during all modes of operation, including interfacing between new and existing-to-remain systems NA C408.2.2 Air system and Indicate in plans that air and fluid flow rates hydronic system shall be tested and balanced within the balancing tolerances defined in the specifications; indicate systems shall be balanced in a manner to first minimize throttling losses, then adjusted to meet design flow conditions NA C408.2.2.1 Air system balancing Indicate devices that provide the capability to devices balance all supply air outlets, zone terminals and air handling equipment requiring system balancing C408.2.2.2 Hydronic system Indicate devices that provide the capability to balancing devices isolate, balance and measure flow across all hydronic equipment requiring system balancing including heating and cooling coils and pumps; or exception applied PROJECT CLOSE OUT DOCUMENTATION C103.6 Documentation and Indicate in plans that project close out project close out documentation and training of building submittal operations personnel is required for all requirements mechanical components, equipment and systems governed by this code; indicate close out documentation shall include: record documents, O&M manuals, applicable WSEC mechanical equipment compliance reports and calculations Page 32/32 Powered by TCPDF (www.tcpdf.org) Date: 09/26/2025 Permit #: 6444 Permit Date: 04/03/2025 Review 04/04/2025 Date: Permit Type: COMMERCIAL ALTERATION Review COMMERCIAL ALTERATION Type: Target Date: 05/02/2025 Scheduled 00:00 Time: Completed 04/04/2025 Date: Description: Install and maintain erosion control measures per City of Arlington Standards and per the direction of the Inspector and the approved SWPPP/TESC Plan. Remove upon completion of the project prior to final approval of the permit. It is the applicant/owner’s responsibility to ensure that stormwater runoff from new/replaced impervious surfaces will be managed on-site in a manner that does not adversely affect neighboring properties. Review Approved with Conditions Status: Assigned To: Development Services Manager Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31050200401500 ARLINGTON SCHOOL DISTRICT 16 ARLINGTON SCHOOL DISTRICT 16 315 N FRENCH AVENUE 505 E 3RD STREET ARLINGTON, WA 98223 Zoning: 690 EDUCATIONLot: Block: Permit #: 6444 Permit Date: 04/03/25 Permit Type: COMMERCIAL ALTERATION Project Name: Presidents Elementary Remodel Applicant McGrahan PBK Name: Applicant 2111 Pacific Avenue Address: Applicant, City, Tacoma, Wa, 98402 State, Zip: Contact: Connor Lilley Phone: 2533833084 Email: Connor.lilley@mcgranahan.com Scope of Work: reroof, replacement of the existing walk-in cooler with a larger walk-in cooler, the replacement of an existing dishwasher along with an associated hood, and some miscellaneous aesthetic repairs to siding and paint. There is also a bid alternate to replace a handful of failed IGUs at various windows around the building. Valuation: 2500000.00 Square Feet: 0 Number of 0 Stories: Construction Type: Occupancy Group: ID Code: Permit Issued: 05/12/2025 Permit Expires: 11/11/2025 Form Permit COMMERCIAL ALTERATION Type: Status: COMPLETE Assigned To: Hannah Hardwick Property Parcel # Address Legal Description Owner Name Owner Phone Zoning ARLINGTON 31050200401500 505 E 3RD STREET SCHOOL DISTRICT 690 EDUCATION 16 Contractors Contractor Primary Contact Phone Address Contractor Type License License # 15066 Josh CONSTRUCTION Trico Companies LLC 360-757-2373 UBI 603 251 163 Wilson Road CONTRACTOR 15066 Josh CONSTRUCTION Trico Companies LLC 360-757-2373 L&I TRICOCL886Q8 Wilson Road CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C14. MECHANICAL 09/19/2025 09/22/2025 09/22/2025 BUILDING Approved FINAL C19. PLUMBING 09/19/2025 09/22/2025 09/22/2025 CED INSPECTOR Approved FINAL The project is complete except for a piece of metal that needs to be installed on C20. BUILDING the outside of the unit to Partial 09/19/2025 09/22/2025 09/22/2025 BUILDING FINAL protect the pipe insulation Approval from UV damage. No issues to hold up occupancy of the project. Inspection to cover items required to allow occupancy of the freezer/fridge space. Items remaining are outdoor C00. 09/12/2025 items including a 3' wide 09/15/2025 09/15/2025 BUILDING Completed CONSULTATION strip of siding along the roof of the added refrigeration room and securing some trim pieces. C20. BUILDING Partial final kitchen Temp 08/27/2025 08/29/2025 08/29/2025 BUILDING Approved FINAL occupancy C00. 08/15/2025 08/19/2025 08/19/2025 BUILDING Approved CONSULTATION C03. PM Late as possible 07/17/2025 07/30/2025 07/30/2025 BUILDING Approved FOUNDATION/SLAB reinforcement of SOG Early as possible to see C08. PLUMBING underground storm drainage 07/28/2025 07/29/2025 07/30/2025 BUILDING Completed ROUGH-IN before backfill - Completed. Footing and rood drains. BG PM late as possible we are 07/17/2025 C02. FOOTINGS tying rebar foundations and 07/24/2025 07/24/2025 BUILDING Approved stem walls together. C08. PLUMBING Storm water cap off under 07/07/2025 07/08/2025 07/08/2025 BUILDING Approved ROUGH-IN freezer structure slab C00. On site meeting to go over 06/30/2025 07/01/2025 07/01/2025 BUILDING Approved CONSULTATION the project and inspections. Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL 04/04/2025 BUILDING Approved ALTERATION COMMERCIAL No Comment 04/04/2025 AIRPORT ALTERATION Received 04/04/2025 COMMERCIAL Install and maintain erosion control measures per City of Development Approved with ALTERATION Arlington Standards and per the direction of the Inspector Services Manager Conditions and the approved SWPPP/TESC Plan. Remove upon completion of the project prior to final approval of the permit. It is the applicant/owner’s responsibility to ensure that stormwater runoff from new/replaced impervious surfaces will be managed on-site in a manner that does not adversely affect neighboring properties. COMMERCIAL 04/04/2025 No land use concerns. PLANNING Approved ALTERATION COMMERCIAL 04/04/2025 No comments, KS & LT PW-ADMIN-GIS Approved ALTERATION COMMERCIAL 04/04/2025 Approved. Has discharge agreement. Class 2. SB PW-SEW-REV Approved ALTERATION COMMERCIAL 04/04/2025 No comments, Gus PW-WAT-REV Approved ALTERATION Fees Fee Description Notes Amount Building Plan Review Table 4-2 $10,849.63 Credit Card Service $325.49 Processing/Technology $25.00 Building Permit Table 4-1 $16,691.74 Credit Card Service $501.50 Total $28,393.36 Attached Letters Date Letter Description 05/12/2025 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 04/04/2025 Arlington School 227713597 Hannah Hardwick $325.49 XBP Conf: 04/04/2025 $10,849.63 227713597 05/09/2025 Arlington Schools 230906540 Hannah Hardwick $501.50 XBP Conf: 05/09/2025 $16,716.74 230906540 Outstanding Balance $0.00 Notes Date Note Created By: 04/03/2025 Contractor TBD Hannah Hardwick Uploaded Files Date File Name 05/12/2025 25875076-2025_BLD6444_IssuedPermit.pdf 04/03/2025 25205016-20250403_BLD6444_Bid Set_Part2.pdf 04/03/2025 25205017-20250403_BLD6444_Bid Set_Part1.pdf 04/03/2025 25204966-20250403_BLD6444_App.pdf 04/03/2025 25204967-20250403_BLD6444_Envelope Improvements.pdf