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Home My WebLink About1216 E 5th St_BLD6440_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 1216 E 5TH ST Permit#:6440 Parcel#:31051200200300 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:exterior wall repair,new entry canopies,restroom renovation,ramp Valuation:1600000.00 /stair replacement,mechanical unit replacement and exterior lighting replacement. OWNER APPLICANT CONTRACTOR ARLINGTON SCHOOL DISTRICT 16 McGranahan PBK Summit Construction Group 315 N FRENCH AVE 2111 Pack Avenue PO Box 31548 ARLINGTON,WA 98223 Tacoma.,Wa,98402 Bellingham,WA 98223 2533833084 3603190898 LIC:603 270168 EXP:05/31/2026 LIC:SUMMICG871CM EXP:12/08/2025 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2021 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: I-2;Institutional BUILDINGS: OCC LOAD: _ PERMIT APPROVAL 1111111JU _ 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. 2025.06.11 � •�� 06/11/2025 pplica t dgiiature Date Building Official Date _ CONDITIONS ■ Adhere to approved plans.Approved plans and permit shall be onsite for inspection.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. 11 PERMIT FEES Date Description Fee Amount 06/11/2025 Building Plan Review $7,637.98 06/11/2025 Credit Card Service $229.14 06/11/2025 Processing/Technology $25.00 06/11/2025 Building Permit $11,750.74 06/11/2025 State Surcharge-Commercial $25.00 Total Due: $19,667.86 Total Payment: $19,667.86 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 I 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 'e 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 *CHECKALL 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: Type of Permit: New Space ❑ Addition ✓ Alteration Property Address: 1216 E 5th St Project Valuation: 1,600,000 Lot#: Parcel ID No.: 31051200200300 Subdivision: Project Scope of Work: Exterior wall repair,new entry canopies,restroom renovation,ramp/stair replacement,mechanical unit replacement and exterior lighting replacement. Description of New Tenant Business Operations: Education IBC Construction Type: v-B IBC Occupancy Type: E Building/Space Square Footage: 14,336 Number of Stories: 1 Square Footage Per Floor: 1st 14,336 2nd 3rd 4th Sth 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.: Mailing Address: 315 French Ave City:Arlington State: WA Zip: 98223 Architect Name: McGranahanPBK Office No.: 253.383.3084 Email Address: dion.serra@mcgranahan.com Cell No.: Mailing Address: 2111 Pacific Ave, Suite 100 City: Tacoma State: WA Zip: 98402 Professional License Number: 21010093 Expiration Date: 08/06/2026 Engineer Name: Bret Maddox, PCS Structural Solutions Office No.: 253.383.2797 Email Address: bmaddox@pcs-structural.com Cell No.: Mailing Address: 1250 Pacific Ave, Suite 701 City: Tacoma State: WA Zip: 98402 Professional License Number: WA SE 33519 Expiration Date: 04/05/29 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: O New Installation O Addition O Alteration O Replaced O Gas Piping Mechanical Contractor: 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 O Not Applicable Proposed Piping Material: O CSST O Brass O Black Steel O Galvanized Steel O Other Proposed Piping Size: 0 1/2" O S/s" 03/4 O 1" O 11/2 O 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>50OBtu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler<100Btu h>3h 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 1 $ 25.00 = $ Commercial Hoods-Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork(drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust Ventilation Fans x $ 15.00 = $ Fireplace/Insert/Stove x $ 15.00 = $ Forced Air Heat<_100 Btu h x $ 15.00 = $ Forced Air Heat>100 Btu/h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired AC 15100 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 Pi in <_ 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 x $ 15.00 = $ mechanical code,not otherwise specified Pkg.Units <-100btu 14 x $ 25.00 = $350 Pkg.Units >100btu x $ 50.00 = $ Range/Cook top-Gas Fired x $ 15.00 = $ Refrigeration Unit 5100Btu h x $ 15.00 = $ Refrigeration Unit>100Btu/h x $ 25.00 = $ Refrigeration Unit>500Btu/h x $ 50.00 = $ Re-inspection fee all x $ 75.00 = $ Unit Heaters <_ 100 Btu h x $ 15.00 = $ Unit Heaters >100 Btu h x $ 25.00 = $ VAV Boxes (Variable Air Volume,part of air x $ 10.00 = $ conditioning system) Wall Heaters- Gas Fired x $ 25.00 = $ Water Heater- Gas Fired x $ 25.00 = $ Permit Fee $405 Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $430 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: O New Installation O Addition O Alteration 0 Replaced O Industrial Plumbing Contractor: 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: O Fixture specifications and equipment with locations. O Location and type of all backflow assemblies for each fixture. O Calculations for Grease Interceptor. O Pipe size and location of sanitary and potable water systems. O Riser diagram of waste,vent,and rain water systems,including sizes. O 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. Tvve of Fixture No. of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $ 75.00 = Alteration/repair piping x $ 15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee $ 25.00 $25.00 Bath/Shower Combo x $ 15.00 = Building Main Waste x $ 25.00 = Clothes Washer x $ 15.00 = Dishwasher x $ 15.00 = Drinking Fountain x $ 15.00 = Floor Drains x $ 15.00 = 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 Refri erator 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 Pi in <- 5 inlets outlets x $ 60.00 = Med Gas Piping> 5 inlets/outlets (plus :5 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. IXE $ 15.00 = Toilets $ 15.00 = Urinal $ 15.00 = Vacuum Breakers $ 25.00 = Water Heater x $ 25.00 = Water Heater-Tankless x $ 25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total 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 roperty will be in accordance with the laws,rules and regulation of the State of Washington. Dion K Serra 2025.03.31 Signa ure Print Name Date REV03.2022 Page 7 of 7 i DEFERRED SUBMITTAL REQUEST Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 The undersigned has been issued a permit for construction prior to final approval of the following. The following items shall be considered deferred submittals and shall be submitted AND approved prior to installation. Property Address. 1216 E 5th St Parcel ID No.: 31051200200300 Project Name: SVLC Misc Improvements Project Description: Exterior wall repair, new entry canopies, restroom renovation, ramp/stair replacement, mechanical unit replacement and exterior lighting replacement. Primary Contact: ❑ Owner 0 Owner's Agent Owner Name: Brian Lewis, Arlington Public Schools Office No.: 360.618.6238 Email Address: brian.lewis@asd16.org Cell No.: Mailing Address: 315 French Ave City: Arlington State: WA Zip: 98223 Owner's Agent: Dion Serra, McGranahanPBK Office No.: 253.383.3084 Email Address: dion.serra@mcgranahan.com Cell No.: Mailing Address: 2111 Pacific Ave, Suite 100 City: Tacoma State: WA Zip: 98402 LIST ALL ITEMS PROPOSED TO BE DEFERRED ESTIMATED DATE OF SUBMITTAL ITEM: Mechanical System Modifications DATE: ITEM: Plumbing System DATE: ITEM: DATE: ITEM: DATE: ITEM: DATE: ITEM: DATE: 1, ❑ Owner/E] Owner's Agent, hereby assumes all risk,financially and otherwise,for any construction performed that may need to be removed if the deferred submittals listed above are not appropriate. 1 understand that certain inspections will NOT be performed until the submissions are accepted, reviewed and issued.I understand additional fees will be required based on the additional time spent for plan review. All deferred submittals must be submitted to the City of Arlington Community and Economic Development Department for review. .� Dion K Serra 2025.03.31 Signatu Print Name Date SAVE PRINT REV03.2022 STILLAGUAMISH VALLEY LEARNING CENTER MISC McGRANAHAN IM P R O V E M E N T S ARLINGTON PUBLIC SCHOOLS 21010093 REGISTERED Arlington, ■■ A ARCHITECF SIO RA A7TE OF WASHINGTON B I D S E T MARCH 24, 2025 ABBREVIATIONS GENERA L PROJECT NOTES SYMBOLS PROJECT DATA PROJECT TEAM SHEET INDEX 1. REFERENCE FIRST SHEET IN EACH DRAWING SERIES FOR ADDITIONAL APPLICABLE GENERAL NOTES. PROJECT DESCRIPTION @ AT MATL MATERIAL WORKING INCLUDES PREPARATION AND PAINTING EXTERIOR OF EXISTING OWNER COST ESTIMATOR GENERAL AB ANCHOR BOLT MAX MAXIMUM 2. ALL WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES UNLESS OTHERWISE PORTABLES INTERIOR RESTROOM IMPROVEMENTS EXTERIOR WALL REPAIR ARLINGTON PUBLIC SCHOOLS RC COST GROUP G0.00 COVER SHEET ACOUST ACOUSTICAL MB MACHINE BOLT INCL WASHER/NUT NOTED ON THE DRAWINGS AND SPECIFICATIONS.THE GENERAL CONTRACTOR SHALL COORDINATE 1 DETAIL AT SELECT LOCATIONS,EXTERIOR RAMP AND STAIR REPLACEMENT AND 315 N.FRENCH AVENUE, 9727 COPPERTOP LOOP A0.01 ACT ACOUSTICAL CEILING TILE MECH MECHANICAL THE GENERAL NOTES WITH THE WORK OF ALL TRADES,INCLUDING BUT NOT LIMITED TO THE EXTERIOR ELECTRICAL LIGHTING AND MECHANICAL UPGRADES. ARLINGTON,WA,98223 NE,SUITE 204, CIVIL ADJ ADJACENT MIE/P OR MEP MECHANICAL,ELECTRICAL,AND PLUMBING MECHANICAL,ELECTRICAL,AND ACOUSTICAL TRADES. PHONE:360.618.6200 BAINBRIDGE ISLAND,WA,98110 C1.0 PAVEMENT AND DRAINAGE REHABILITATION PLAN AED AUTOMATIC EMERGENCY DEFIBRILLATOR MFR MANUFACTURER PHONE:206.565.3286 &CABINET MH MANHOLE 3. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREOF. /^, \ C1.1 NOTESANDDETAILS AFF ABOVE FINISH FLOOR MICRO MICROWAVE THE CONTRACTOR SHALL INVESTIGATE VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE ` ,� - - GRID LINE ARCHITECT C1.2 NOTES ALUM ALUMINUM MIN MINIMUM PROJECT AND SHALL NOTIFY THE OWNERIARCHITECT OF CONDITIONS REQUIRING MODIFICATION McGRANAHAN PBK ARCHITECTS ANOD ANODIZED MLDG MOLDING BEFORE PROCEEDING WITH THE WORK. 2111 PACIFIC AVENUE,SUITE 100 ARCHITECTURAL ASPH ASPHALT MTL METAL PROJECT ADDRESS TACOMA,WA 98402 A1.00 SITE AERIAL ASS Y ASSEMBLY NATL NATURAL 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE PLACEMENT OF THE BUILDING ON THE SITE. STILLAGUAMISH VALLEY LEARNING CENTER PHONE:253.383.3084 ATTACH ATTACHMENT NIC NOT IN CONTRACT CENTER LINE 1216 E STH STREET A1.01 PHOTOS PAGE ALT ALTERNATE NO NUMBER 5. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS BY VARIOUS DISCIPLINES,ARCHITECTURAL DRAWINGS ARLINGTON,WA 98223 CIVIL ENGINEER A1.02 PHOTOS PAGE BD OR BRD BOARD NR NOT RATED SHALL GENERALLY BE ASSUMED TO GOVERN.IN SUCH INSTANCES THE CONTRACTOR SHALL CONSULT THE HARMSEN,LLC A1.03 PHOTOS PAGE BF BARRIER FREE NOM NOMINAL ARCHITECT BEFORE PROCEEDING WITH THE WORK. TAX PARCEL NUMBER 2822 COLBY AVE SUITE 300 A2.00 FINISH LEGEND,SCHEDULES,DETAILS BITUM BITUMINOUS NTS NOT TO SCALE 15'-8" 31051200200300 EVERETT,WA,98201 A3.00 ENLARGED RESTROOM PLANS+POP+INT ELEVATIONS BLDG BUILDING OC ON CENTER 6. CONDITIONS WHICH ARE NOT DETAILED SHALL BE ASSUMED TO BE SIMILAR IN CHARACTER TO THOSE WHICH PHONE:360.794.7811 BLKG BLOCKING OD OUTSIDE DIAMETER ARE.WHERE SPECIFIC DIMENSIONS,DETAILS OR DESIGN INTENT CAN NOT BE DETERMINED THE CONTRACTOR T 0 SLAB OR LEGAL DESCRIPTION A4.00 STAIRS&RAMP ENLARGED PLANS BM BEAM OF OVERFLOW SHALL NOTIFY THE ARCHITECT PRIORTO PROCEEDING WITH THE WORK. 100'-6" REFERENCE ELEVATION SEC 12 TWP 31 RGE 05 TH PTN S1/2 NW1/4 NWl14 DAF-BEG SE COR NWi/4 NW1/4 TH W ALG S LN STRUCTURAL ENGINEER A4.01 STAIRS&RAMP ENLARGED PLANS BO BOTTOM OF OVHD OVERHEAD SD S1/2 NW1 /4 NW1/4 TO BE CDR LOT 9 PLAT OF PIED PIPER HEIGHTS TH NLY AUG E BDY LN SO PCS STRUCTURAL SOLUTIONS A5.00 ROOF PLANS BOTT BOTTOM OPER OPERABLE 7. CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS(NIC)IS NOT IN CONTRACT.THE CONTRACTOR PLAT&ALG EXT OF SO LN INSAME DIR TO INT N LN SD S1/2 NW114 NW1/4 TH ELY ALG SD N LN TO PACIFIC PLAZA A6.00 DETAILS BTWN BETWEEN OPP OPPOSITE HAND SHALL COORDINATE ALL TRADES OF HIS WORK,WHETHER DIRECTLY OR INDIRECTLY INVOLVED,WITH NE CDR SO SUB TH S ALG E LN SO SUB TO POB TGW ALL TH PTN LOT 9 OF KUNZE ACREAGE 1250 PACIFIC AVENUE,SUITE 701 AD1.00 DEMOLITION PHOTOS BRG BEARING OPNG OPENING NIC WORK. TRACT LY N OF FDL-BEG BE CDR LOT 9 TH NLY 200.62FTALG E LN THOF TO TPB SO LN TH WILY TACOMA,WA 98402 CB CATCH BASIN OTS OPEN TO STRUCTURE 0 OR 0 WORK POINT IN A STRT LN TAP ON W LN SO LOT WH IS 20OFT N OF SW CDR THOF&TERM SO LN TGW LOT 14 PHONE:253.383.2797 CEM CEMENT OTA OPEN TO ABOVE 8. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND GOVERNING AUTHORITIES SO KUNZE ACREAGE TR EXC PTN DAF BEG BE COR SO LOT 14 TH S87'30 34W 6.23FT THN30`24 STRUCTURAL CG CORNER GUARD OVHG OVERHANG AND SHALL BE OF BEST PRACTICE OF EACH TRADE. 32E TO ELY LN SO LOT TH S ALG E LN SO LOT TO BE CDR&POB&TGW TH PTN LOT 13 SO KUNZE MECHANICAL ENGINEER S1.01 GENERAL NOTES CJ CONTROL JOINT PENE PENETRATION ACREAGE TR DAF-BEG NW COR SO LOT 13 TH N85'2432E 85.18FT TH S03'00 OOW 151.33FT TH BCE ENGINEERS S2.01 STRUCTURAL PLANS AND DETAILS CLG CEILING PERF PERFORATED 9. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. 515'2432W 159.63FTTH S30'2432W 88.05FT TH CONT ON LAST BEAR TAP OF INT WITH W LN SD 6021 12TH STREET E SUITE 200 AlRBA BARRIER, CMU CONCRETE MASONRY UNIT PI POST INDICATOR � LOT 13 TH NLY ALG W LN TO POB&ALSO TGW TH PTN Nil2 NW114 NW114 LY ELY OF PLAT OF FIFE WA 98424 AIR BARRIER, MECHANICAUPLUMBING ' CO CLEAN OUT PJSC PROJECTION SCREEN 10. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK.THE CONTRACTOR � DAMP PROOFING, BURGOYNE ADD EXC TH PTN OF NW114 NW114 NW114 LYSLY OF A LN EXT N87'4018E FR NE COR PHONE:253.922.0446 CONIC CONCRETE PL PLATE IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES/CORRECTIONS. I WATER PROOFING LOT 7 SO PLAT TO E LN SO SUB.EXC TH PTN THOF DAF:BEG SE CDR NW1/4 NW114 TH W ALG S M0.01 MECHANICAL LEGEND,SCHEDULES,AND NOTES CORR CORRIDOR PLAM PLASTIC LAMINATE LN OF S112 NW1/4 NW114 TO BE CDR LOT 9 PLAT PIED PIPER HEIGHTS,VOL 13 PG109 OF PLAT TH ELECTRICAL ENGINEER M13 MECHANICAL SPECIRICATIONS p r o j e c[_ CORRUG CORRUGATED PLAS PLASTER 11. FINISHED FLOOR ELEVATIONS ARE TO DESIGNED TOP OF CONCRETE UNLESS NOTED OTHERWISE. NLY ALG E BOY LN SO PLAT&ALG EXT OF SD LN IN SAME DIR TO INT N LN OF S112 NW114 NW114 BCE ENGINEERS M1.01 MECHANICAL SITE AND FLOOR PLANS SVLC MISC IMPROVEMENTS CL CENTER LINE PNL PANEL TH ELY ALG SO N LN TO NE CDR S112 NW1/4 NW114 TH S ALG E LN OF SO S1/2 NW114 NW1/4 TPB. 6021 12TH STREET E,SUITE 200 MD1.01 MECHANICAL SITE AND FLOOR DEMOLITION PLANS CLR CLEAR PNT PAINT 12. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS,BRACING,BACK-UP PLATES AND SUPPORTING ALSOEXC FDP-COM SE COR LOTS KUNZE ACREAGE TRS IN VOL 9 PG 43 OF PLATS TH NI FIFE,WA,98424 CONN CONNECT POLY POLYSTYRENE BRACKETS REQUIRED FOR THE BEST POSSIBLE INSTALLATION OF ALL TOILET ROOM ACCESSORIES AND ME ALG E LN SO LOT 9 DIST 200.62FT TO TPB TH CONT N04"13 55E ALG SO E LN DIST 60.28FT TH PHONE:253.922.0446 ELECTRICAL client_ CONT CONTINUOUS PR PAIR PARTITIONS,OWNER FURNISHED ITEMS,AND ALL WALL MOUNTED OR SUSPENDED MECHANICAL,ELECTRICAL OR S88'4259W DIST 565.23FT TO ELN OF W 562FT OF E112 N1/2 NWIA NW1/4 TH S45'1646W DIST ARLINGTON PUBLIC SCHOOLS CPT CARPET PROT PROTECTION MISCELLANEOUS EQUIPMENT. 180.93FTTO S LN OF E112 N112 NW114 NW114 TH N87'1201E ALG SD S LN DIST 211.62FT TO SE COR E0.01 ELECTRICAL LEGEND,NOTES,AND SPECIFICATIONS CSA CLADDING SUPPORT ASSEMBLY PSI POUNDS PER SQUARE INCH SO SUB TH N04'11 13E ALG E LN SD SUB DIST 59.O7FTTH NI59E DIST 473.64FT TPB PER SWD E1.00 OVERALL ELECTRICAL SITE PLAN CSK COUNTERSINK PT PRESSURE OR PRESERVATIVE TREATED 13. THE FLAME SPREAD RATING FOR ALL MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES. REC AFN 200006120448.TGW FDP-COM SE COR LOT 9 KUNZE ACREAGE TRACTS PER PLATS VOL E1.01 ELECTRICAL SITE PLAN I o c a t i o n- CW CURTAINWALL PTN PARTITION 9 PG 43 TH N04'13 55E ALG E LN SO LOT 9200.62FT TPB TH CONT N04"13 55E ALGSD E LN 60.28FT ARLINGTON,WA D CLOTHES DRYER PVC POLYVINYL CHLORIDE 14. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL CONTRACTOR'S DRAWINGS AND MANUFACTURER'S TH S88"42 59W 565.23FT TO E LN W 562FT OF E1/2 N1/2 NW1/4 NW1/4 TH S45'1646W 180.93FT TO S E2.01 ELECTRICAL PHOTOS DBL DOUBLE PW OR PLYWD PLYWOOD TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS,BOLT SETTING LN E1/2 N112 NW114 NW114 TH N87"12 01E ALG SD S LN 211.62FT TO SE COR SD SUB TH N04'11 E2.02 ELECTRICAL PHOTOS DEMO DEMOLISH QT QUARRYTILE TEMPLATES,SPRING AND VIBRATION ISOLATORS,ETC.NOT SHOWN ON DRAWINGS. 13EALG E LN SO SUB 59.07FT TH N88'4259E 473.64FT TPB PER QCD RED AFN 200105220839 E2.03 ELECTRICAL PHOTOS DF DRINKING FOUNTAIN R RISER E3.01 PORTABLE 11 LIGHTING PLAN DIA,0 DIAMETER RAD RADIUS 15, PROVIDE PROPERANCHORAGE OF ESSENTIAL EQUIPMENT IN ACCORDANCE WITH APPLICABLE CODES. Project No.2416.200 ON DOWN RCP REFLECTED CEILING PLAN JURISDICTION REFERENCE COVER SHEET DO DITTO OR REPEAT ADJACENT ELEMENT RD ROOF DRAIN W ALL PIPE DUCTS,BUSS DUCTS AND CONDUITS THAT PENETRATE FLOOR SLABS AND/OR RATED WALLS SHALL BE CITY OF ARLINGTON DR DOOR RE REFER TO INSTALLED IN A MANNER WHICH WILL PRESERVE THE FIRE RESISTIVE AND STRUCTURAL INTEGRITY OF THE DS DOWNSPOUT REF REFRIGERATOR BUILDING. DWG(S) DRAWING($) RES RESILIENT ZONING DESIGNATION (E)OR EXIST EXISTING READ REQUIRED 17. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL,ELECTRICAL AND CEILING INSTALLER. PIPS PUBLIC/SEMI-PUBLIC EA EACH RM ROOM WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND INSTALLATION,THE GENERAL CONTRACTOR SHALL EIFS EXTERIOR INSULATION FINISH SYSTEM RR RESTROOM CONSULT WITH THE ARCHITECT PRIOR TO THE PROCEEDING WITH THE WORK. LOT AREA EJ EXPANSION JOINT RUB RUBBER 18.6 ACRES ELECT ELECTRICAL RWL RAIN WATER LEADER 18. PROVIDE ACCESS PANELS FOR MECHANICAL AND ELECTRICAL EQUIPMENT AS REQUIRED BY APPLICABLE CODES. ELEV OR EL ELEVATION SAC SUSPENDED ACOUSTICAL CEILING ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR BUILDING AREA EMER EMERGENCY SAM SELF ADHERED MEMBRANE REVIEW PRIOR TO START OFTHE WORK.ELECTRICAL'J'BOXES,PLUMBING CLEAN OUTS,FIRE DAMPERS AND 57,467 SF EMBED EMBEDMENT SCHED SCHEDULE OTHER SIMILAR ITEMS REQUIRING ACCESS ARE NOT TO BE LOCATED ABOVE GYPSUM BOARD OR SIMILAR EN ENAMEL SC SOLID CORE CEILINGS. ENL ENLARGED SCL STRUCTURAL COMPOSITE LUMBER EPS EXPANDED POLYSTYRENE SD SOAP DISPENSER 19. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT PRIOR TO STARTING THE WORK COMPREHENSIVE LAYOUT EQ EQUAL SEC SECURITY DRAWINGS INDICATING DIMENSIONAL LOCATION OF ALL VISIBLE BUILDING ELECTRICAL,AUTOMATION,SECURITY, EQUIP EQUIPMENT SF STOREFRONT LIFE SAFETY,CONTROL,ETC.EQUIPMENT. EXP EXPANSION SHEATH SHEATHING EXT EXTERIOR BHT SHEET 20, THE CONTRACTOR SHALL COORDINATE AND PROVIDE ALL SLAB AND WALL OPENINGS REQUIRED BY MECHANICAL EXTR EXTRUDED SIM SIMILAR AND ELECTRICAL DRAWINGS. FB ELECTRICAL FLOOR BOX SPEC SPECIFICATION FD FLOOR DRAIN SP STANDPIPE ASSY INCL FIRE EXTINGUISHER 21, THE INSULATION CONTRACTOR IS TO PROVIDE A CERTIFICATE OF COMPLIANCE TO THE ARCHITECT/OWNER UPON � I a City of Arlington FE FIRE EXTINGUISHER-SEESYMBOLS SPK SPEAKER THE COMPLETION OF WORK. 1T - Building Department FE-K FIRE EXTINGUISHER-KITCHEN TYPE-SEE SYMBOLS SO SQUARER FEC FIRE EXTINGUISHER CABINET.SEE SYMBOLS SISORSS STAINLESS STEEL 22. THE CONTRACTOR SHALL VERIFY ALL CONCRETE AND MASONRY OPENINGS IN THE FIELD PRIOR TO FABRICATION y ' ^i APPROVED FF FACTORY FINISH STC SOUND TRANSMISSION CLASS OF DOORS AND FRAMES. FH FIRE HYDRANT STD STANDARD ,,I .I FIN FINISH(ED) STL STEEL 23. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MOLECULAR '4•"'" • Kevin Olander-04/IH/2025 FLASHG FLASHING STOR STORAGE BREAKDOWN AND GALVANICACTION. k;.i _ FLR FLOOR OR FLOORING STRUCT STRUCTURAL No changes authorized unless approved by FM FACTORY MUTUAL SUSP SUSPENDED 24. ROOF OBSTRUCTIONS SUCH AS TELEVISION ANTENNA,OR GUY WIRES SHALL NOT BE INSTALLED IN A MANNER r. X4 w� ,., FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR T TREAD OBSTRUCTING FIRE DEPARTMENT ACCESS OR EGRESS. a -s e _ -- the BUIICIIng OffICIEII F010 FURNISHED BY OWNER INSTALL BY OWNER T&G TONGUE AND GROOVE FO FACE OF TERM TERMINATION 25. PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECT ALL CONTROL METERS,REGULATORS AND PIPING FOR ,�, r} `► FP FIREPLACE THRESH THRESHOLD HAZARDOUS MATERIALS THAT ARE EXPOSED TO VEHICULAR DAMAGE.CONSULT WITH THE ARCHITECT PRIOR TO '�'•> tr4,", " „, FRM FRAME TO TOP OF INSTALLATIONS. - FRMG FRAMING TRTD TREATED - FRP FIBERGLASS REINFORCED PANEL($) TYP TYPICAL 26. ALL MASONRY DIMENSIONS ARE NOMINAL. y - FRZ FREEZER TS TUBE STEEL yy _ FT FOOT OR FEET UL UNDERWRITERS LABORATORY 27. CEILING HEIGHT DIMENSIONS ARE FROM DESIGNED FINISHED FLOOR TO FINISHED CEILING SURFACES UNLESS i' - P-7 P-5 P-3 - GA GAUGE UNO UNLESS NOTED OTHERWISE NOTED OTHERWISE. GALV GALVANIZED LIS UNDERSIDE - GL GLASS VCT VINYL COMPOSITION TILE 28, WHERE REQUIRED,DOORS OPENING INTO REQUIRED FIRE RESISTIVE CORRIDORS SHALL BE PROTECTED W/A r�"{ •• - &•� GLU-LAM GLUE LAMINATED VIF VERIFY IN FIELD SELF CLOSING SMOKE AND DRAFT CONTROL ASSEMBLY HAVING A RATING AND S LABEL IN ACCORDANCE WITH - GWB GYPSUM WALL BOARD VPLAS VENEER PLASTER WALL ASSEMBLY. GYP GYPSUM VERT VERTICAL HDBD HARDBOARD VWC VINYL WALL COVERING 29. PROVIDE FIRE DAMPERS OR DOORS WHERE DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS UNLESS NOTED , ,S ; pq HC HANDICAP W WASHING MACHINE OTHERWISE. `" *_ HDWRE HARDWARE W/ WITHx. z HGT HEIGHT WB WHITE BOARD 30. GENERAL CONTRACTOR TO PROVIDE ALL REQUIRED SIGNAGE(MAXIMUM OCCUPANT LOAD,BUILDING Si,.7., ___. - Bryant Trafton HM HOLLOW METAL WC WATER CLOSET ACCESSIBILITY,ETC.)AS REQUIRED BY LOCAL BUILDING CODE AUTHORITY IN ORDER TO RECEIVE PERMANENT HORIZ HORIZONTAL WF WIDE FLANGE PROJECT OCCUPANCY. P-10 P-8 - Ol issued_ AR HOUR WDO WINDOW - Ka c� ASS HOLLOW STRUCTURAL SHAPE WO WOOD 31. ALL SURFACES EXPOSED TO VIEW SHALL BE PROVIDED IN A FINISHED CONDITION(PAINTED,SEALED,CLEANED, I (PROJECT SITE) BID SET 24 MAR 25 ID INSIDE DIAMETER WHS WELDED HEAD STUD ETC). ! 7 •• STILLAGUAMISH IE IN ELEVATION WOM WALK OFF MAT VALLEY INCL INCLUDE OR INCLUDING WP WALL PAD 32. DEMOLITIOWCONSTRUCTION SHALL CONFORM TO CHAPTERS 141FC AND 33ISO. P 4 P 2 - - _ LEARNING INT INTERIOR WR WATER RESISTANT P.g - ".ow Arlin on INSUL INSULATION WAIT WELDED WIRE FABRIC ,y et- Heights CENTER r e v s o n JAN JANITOR XPS EXTRUDED POLYSTYRENE , - mgton - JT JOINT ``;a O u JST JOIST L ANGLE LAM E LAMINAT "'" orLBOR# TAL POUND . ' LLH LONG LEG HORIZON LLV LONG LEG VERTICALr•x'� "c LOG LOCATION ` I' ;� Smok Point F"Fx... -c ■' Jordan - Sarvey W,Idl,'e O Care Center sac. drawn_ isco Heights Author S�� Canyon Greek_ Crossing \I vaaecr .pose cuxcr.x _ checked NOWK SITE MAP VICINITY MAP Checker - Scale:1"=60'-0' Scale:12"=V-0' sheet ORIGINAL SHEET IS 30"x42" a (^� copyright 2025 9 VOx00 all rights reserved SECTION 12, TOWNSHIP 31 NORTH, RANGE 05 EAST, W.M. DAM NAVID 88 TU ------: ---- ----------- OBENCHMARK PROJECT BENCHMARK MAG NAIL WITH WASHER SET IN PAVEMENT I T ELEVATION=181.07' ------------ 0 20 40 I F- VERTICAL INFORMATION DERIVED FROM MULTIPLE GPS OCCUPATIONS 4 UTILIZING THE WASHINGTON STATE REFERENCE NETWORK, --4 ------------ ------- LEGEND `184--' x STILITAGUAMISH VALLEY LEARNING CENTER SITE INFORMATION x PIK NAIL FOR CONTROL - ---------- 1215 E 5TH ST FOUND MONUMENT IN CASE ---------- --- ----------- ARLINGTON,WA ----------- ------------ -------- ------------------ BENCH MARK 1BT' TAX PARCEL 31061200200300 ----------- GATE POST PROPERTY AREA:835453 SF(19.18 AC) 91 CATCH BASIN STABILIZE AREA WHERE SCHOOL DISTRICT- . . . . . . USES FOR MAINTENANCE VEHICLE ABREVIATED LEGAL DESCRIPTION IV WATER VALVE 4 ACCESS WITH 6"GRAVEL SURFACING A PORTION OF THE N 1/2 OF NW 1/4 OF THE NW 1/4 AND A PORTION OF FENCE POST REVISIONS THE N112 OF THE NE 114 OF THE NW 14 OFSECTION 12,TOWNSHIP11 NORTH,RANGE 5 EAST,W.M. # FINISHED FLOOR ELEVATION -t Cl) BE ING THE SAME PROPERTY AS DEPICTED ON RECORD OF SURVEY D G GAS METER W 0 AWN/4 200203205007 EXCEPT THAT PORTION LYING IN THE S 112 OF THE INC4 Cl) EAST, 1 OF THE NW 1/4 SECTION 12,TOWNSHIP 31 NORTH, 0Pj2A&LUMINAIRE AST,W.M. W 0 W-t SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON LU >- % POWER METER EXISTING BIONFILTRATION SWALE, Z Uj 0 STORM DRAIN MANHOLE C4 0 GRADE 6"DEPTH SWALE WALKWAYS HAVE CULVERT PIPES THAT SCHOOL REP. CIVIL ENGINEER I-) 181 FOR SURFACE WATER TO ALLOW STORMWATER TO FLOW — SIGNPOST 0 COLLECT IN YARD DRAINS UNDERNEATH,CONFIRM PIPE RUNS 4 BRIAN LEWIS DAVID HARMSEN,PE Z ------- FREE FROM OBSTRUCTIONS ARLINGTON PUBLIC SCHOOLS HARMSEN LLC 0 S SEWER MANHOLE 315 N.FRENCH AVE LU u) 2822 COLBY AVE,SUITE 300 181— EVERETT,WA 98201 -0- POWER POLE ARLINGTON,WA 98223 SS------ -618-6238 PH:360-794-7811 ------- PH:360 AX FIRE HYDRANT ------ _SS-----S,— EMAIL:brian.lewis@asdl6.org F :360-805-9732 ----------- bT =v EMAIL:da�idh@ha—senlic.com BOLLARD Z ----------'yy ----- YARD DRAIN F------- 03 WATER METER INSfAi1Lkx2x3'DEEP RIM-180.10 'YARD DRAIN ARCHITECT SURVEYOR [3YD YARD DRAIN INFILTRATION TRENCH AND CONNECT ROOF DOWNSPOUT YARD DRAIN COLLECTOR RIM=180.50 MCGRANAHAN ARCHITECTS JESSE GUTIERREZ,PLS T?EXISTING SYSTEM PER DETAIL I/C1.1 DION SERRA HARMSENLI-C FENCE LINE 2822 COLBY AVE,SUITE 300 2111 PACIFIC AVE.STE.100 TACOMA,WA 98402 EVERETT,WA 98201 POWER LINE PH.253-680-5339 PH:360-794-7811 180 EMAIL:dion.sema@mcgranahan.com EMAIL:jesseg@hamsenllc.com Jp— POWER LINE(UNDERGROUND) Ld C4 ), > SO SEWER LINE 7 LF 6"PVC INS INTERC&TOR TRENCH SYSTEM TALL 20x2x3DEEP TRATION TRENCH N POTHOLE SEWER NFIL I 'AND 04JTLET TO WEST SWALE, •TOIGRAPE• 'i.DEPT. YARD DRAIN COLLECT PAVEMENT REHABILITATION —SD— STORM DRAIN LINE CONFIRM ELEVATION SWALE �.ERIDETAIL 2/CIA,ALL PIPES IN �FOSURFACEWATER TO FE DETAIL C1 1 TRENCH ARE PERFORATED TYPICAL CQL4E&IN YARD DRAINS E Y ET QUANTITIES STOP BAR LU 16 LF 6"PVC 35LF6"PVC R EC IN R D I. 11 cc ---181 CRACK 1,250 LF RIGHT-OF-WAY ------- .... W D S D f? 20 SEAL COAT 19,050 SF PROPERTY LINE THESE QUANTITIES ARE FOR ESTIMATE PURPOSES. I y 6"PVC YARD DRAIN F 6"PVC 7 LF RIGHT-OF-WAY CENTER LINE OUTLET INTERCEPTOR TRENCH TO 14 A EXISTING SWALE,PROVIDE ROCK R I K�-.l 80.60 NOTES TELEPHONE LINE(UNDERGROUND) OUTFALL PAD PER DETAIL 31C1.1 C8 7 j 1.CONTRACTOR IS RESPONSIBLE TO VIDEO OR PHOTOGRAPH THE WATER LINE YARD DRAIN 80— EXISTING PAVEMENT STRIPING,SIGNAGE AND OTHER MARKINGS ---------- RIM=180.10 AND SHALL REPLICATE THOSE MARKINGS ON THE NEW OR GAS LINE ...... . RESEALED PAVEMENT SURFACE UNLESS DIRECTED OTHERWISE GRADE 6"DEPTH SWALE By THE SCHOOL DISTRICT. PLAT LINE 33745 FOR SURFACE 180— CRA KSE 2.INSTALL SILT SACK PER DETAIL 5/C1.1 IN ALL EXISTING AND COA ARKI OTA A. PROPOSED CATCH BASINS WITHIN WORK AREA.INSTALL FILTER ASPHALT SEAL COAT__ I J COLLECT IN=TDERATINS R .. ..... RE RI E LOT M FABRIC UNDER THE LIDS OF ANY YARD DRAINS IN THE WORK AREA. EX ING\LAYOU 3.ALL NEW PAVING SHALL BE PLACED SO AS TO MATCH THE EXISTING SLOPES AND MAINTAIN THE EXISTING DRAINAGE MAINTAIN WALE TO EXISTING POND PATTERNS. Z BY CLEARING DEBRIS AND SEDIMENT, ADD ROCK LI ED�SWAUES WITH T P A R CORRECT LOWPOINTS WHERE EUEDVDATI00CNKSLT!RTING 2"LO,,WER T AN WATER IS COIL ASPHALT EDGE TO ALL, ORMDV TER I TO i SWALE SY SW SY ;T COLLECTING LARGE ALE TE PER TAIL 4/ 1.1 Z (P 6) LU 0 —J LIJ CS Q Lu Z x -j LIJ CI) () < Lu Lu Z > so So 190 �; 0) 0 a 4 9 Z :5 Z 0 ;� x i-- au LU Z OUTLET TO EXISTING SWALE IT- -179- 1 YARD DRAIN WITH OUTFACE PROTECTION —J! Z IM=180.60 r 184 DETAIL 3/C1.1 R 'PAD PER SURFACIETODRAIN EX13 TING SURFACE Z 0- 6-PVC SIDCO,TYP. 180 180 PVC S=-0.000 3F3 LF 6"PVC S=U.OUUI DATE: 6"PVC S=0.000 C S=0.000 16 LF 6 PVC S=0.005� 03/21/2025 --------- - JOB#: 176 It 17-334 175 175 W lipl.—W� IF W-1, p L INTERCEPTOR TRENCH-PROFILE • City of Arlington C, j SCALE:H:1"=20' V:1"=4' Building Department Kmw what's below. APPROVED Call before you dig. Kevin Olander-04/18/2025 No changes authorized unless approved by the Building Official C1 .0 IP:\WORKAPROJECTSQ017\17-334 MCGRANAHAN SVI-QCE0WG�2025 IMPROVEMENTS\SHEE-RSVLC REHAB 2025.DWG 3/21/2025 SECTION 12, TOWNSHIP 31 NORTH, RANGE 05 EAST, W.M. PUKE ROCK 1.0' 6"FLEXIBLE DISCHARGE PIPE,BEVEL ABOVE CROWN PERFORATED PIPE PAVEMENT REHABILITATION SPECIFICATIONS PIPE TO SLOPE INFILTRATION TRENCH LENGTH,L \ \ \ \/� RELATED DOCUMENTS � \/\\\\\\\ I A. THE STANDARD SPECIFICATIONS FOR ROAD,BRIDGE AND MUNICIPAL CONSTRUCTION AND i------------------------------------------------- FLOW THE STANDARD DRAWINGS FOR ROAD,BRIDGE AND MUNICIPAL CONSTRUCTION(STANDARD SPECIFICATIONS),CURRENT EDITION,PUBLISHED JOINTLY BY WASHINGTON STATE DEPARTMENT 7 \�j// / OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS YARD DRAIN COLLECTOR �� \�\ \�\�\�\\�\�\ ASSOCIATION. 20' - NON-WOVEN ' �\\/��\//�\\/�\% 1. THE GENERAL CONDITIONS SHALL RULE WHERE CONFLICTS EXIST BETWEEN THE PLAN VIEW WITH 12x12"MINIMUM GEOTEXTILE UNDER ROCK LINING, (WSDOT)STANDARD SPECIFICATIONS AND THE GENERAL CONDITIONS.THE PROVISIONS OF GRATE SIZE ROCK QUARRY SPALLS THE TECHNICAL SPECIFICATIONS INCLUDED HEREWITH SHALL GOVERN WHERE CONFLICTS YARD DRAIN,RIM SET AT LOW POINT OF EXISTING PER WSDOT 9-13.6 EXIST BETWEEN THEM AND THE(WSDOT)STANDARD SPECIFICATIONS. COURTYARD REQUIRED DIMENSIONS 2. MEASUREMENT AND PAYMENT PROVISIONS AND SAFETY PROGRAM SUBMITTALS 6"FLEXIBLE A LENGTH WIDTH DEPTH OF ROCK INCLUDED IN STANDARD SPECIFICATIONS(WSDOT)DO NOT APPLY TO THIS SECTION. PERFORATED PIPE 6'MIN 4'MIN 12"MIN SUBMITTALS WASHED ROCK 1 Yz'_3/a" q OUTFALL PROTECTION DETAIL A. PRODUCT DATA: FOR EACH PRODUCT SPECIFIED,INCLUDE TECHNICAL DATA AND TESTED ------------- -- - - - --- `� SCALE:NONE PHYSICAL AND PERFORMANCE PROPERTIES. _ _ _ _ _ _ ___ _ _ ____ REVISIONS ____________________ _ 1, B. JOB-MIX DESIGNS:SUPPLIER CERTIFICATION,OF EACH JOB MIX PROPOSED FOR THE WORK. 1' APPROVAL BY OWNER'S REPRESENTATIVE. W M PROFILE VIEW 1, EXISTING PAVEMENT EDGE N N C. MATERIAL TEST REPORTS:INDICATE AND INTERPRET TEST RESULTS FOR COMPLIANCE OF FINE MESH SCREEN PROVIDE 2"CLEARANCE MATERIALS WITH REQUIREMENTS INDICATED. W O N a BETWEEN TOP OF PAVING& LU a M ROCK SURFACE D. MATERIAL CERTIFICATES:CERTIFICATES SIGNED BY MANUFACTURERS CERTIFYING THAT Z W N COMPACTED GRAVEL EACH MATERIAL COMPLIES WITH REQUIREMENTS co N 0 6"FLEXIBLE SURFACING,MATCH EXISTING 6"THICKNESS OF QUARRY SPALLS — > a,a PERFORATED PIPE GRADE AND MATERIAL PER WSDOT 9-13.6,3'WIDE FORMED E. LABORATORY TEST REPORTS FOR EVALUATION OF CONCRETE MATERIALS AND MIX DESIGN 0 FILTER FABRIC 0.5' WITH CENTER 6"LOWER THAN EDGES. TESTS EXTEND ROCK TO BOTTOM OF Z EXISTING BIOINFILTRATION SWALE \ \ \ \\/\ MATERIALS AND PLACEMENT W 3' \/\\ \ \\//\\//\\ \\�/ A 1.CONFORM ON ORM TO T MIX WSDOTSTANDARD SPECIFICATION SECTION 5-04,HOT MIX ASPHALT. Z 2 HOT MIX ASPHALT SPHION SECTIONSL WITH MATERIALS MEETINGCLA T E REQUIREMENTS OF WSDOT STANDARD 1 WASHED ROCK 1 Yz"-3/a" \ \j\\j\\j\\j\\\\\% 3.PREPARE SURFACES PER WSDOT STANDARD SPECIFICATION SECTIONS 5-04.3(5)A. 2' /\\/\\ \ 4.MANUFACTURER QUALIFICATIONS:MANUFACTURER SHALL BE A PAVING-MIX o NON-WOVEN GEOTEXTILE MANUFACTURER REGISTERED WITH AND APPROVED BY WSDOT. cl SECTION A-A UNDER ROCK W �1 ROCK$WALE DETAIL B. PAVEMENT MARKING ~ INFILTRATION TRENCH DETAIL 4 SCALE:NONE 1.CONFORM TO WSDOT STANDARD SPECIFICATION SECTION 8-22,PAVEMENT MARKING. 1 SCALE:NONE 2.PAINT FOR STRIPING:LATEX,WATERBORNE EMULSION,LEAD AND CHROMATE FREE, w p READY MIXED,COMPLYING WITH FS TT-P-1952,WITH DRYING TIME OF LESS THAN 3 Ld a �MINUTES. >rn R 3.PAINT FOR ARROWS:CHLORINATED RUBBER-ALKYD TYPE,FS TT-P-115,TYPE III. Q 3 Y C. CRACK SEALING: m - I RUNOFF WATER 1.COMPLY WITH WSDOT STANDARD SPECIFICATION SECTION 5-04.3(5)C,CRACK SEALING. O F —————————— WITH SEDIMENT GRATE 2.COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS FOR PREPARATION AND O W SLOPED AS \� r VARIABLE , /\i\ \ APPLICATION. cc N W NECESSARY ii��ii i ________� `___� f________ a %,\\ D. ASPHALT FOG SEAL: 1.COMPLY WITH WSDOT STANDARD SPECIFICATION SECTION 5-02,BITUMINOUS SURFACE FILTER FABRIC WRAP TREATMENT. MIRAFI 140N OR EQUIVALENT j\\\j\\ /\ � \� 2.SHALL BE APPLIED IN 2 COATS AT A 1:1 DILUTED RATE OF 0.12 GAUSY,PER COAT. `Q HA 3.COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS FOR PREPARATION AND FILTER FABRIC WRAP \��\/\\ � \� " 1 i APPLICATION. MIRAFI 140N OR EQUIVALENT FILTER FABRIC % z ` E. ALL WORK IS SUBJECT TO TESTING AND INSPECTION BY OWNER'S TESTING AGENCY. 1.5'MIN OIL ABSORBENT INSERT 1. TESTING AGENCY REPRESENTATIVE TO VERIFY THAT SUBGRADE IS DRY AND IN �p NATIVE SOIL \\�\\\�\\ MATERIAL ` SEDIMENT + SUITABLE MUKIO SUPPORT TYPES PAVING IMPOSED L EO SCHOOL DISTRICT IN WRITING ANY UNSATISFACTORY �31rG� h GRAVEL BACKFILL \\\��/ ��\j�\ CATCH BASIN CONDITIONS.DO NOT BEGIN PAVING INSTALLATION UNTIL THESE CONDITIONS HAVE BEEN ONAL ti0ti FOR DRAINS PER SATISFACTORILY CORRECTED. Iti\I WSDOT 9-03.12(4) , \/ \\\�� FWATERD "GULLYWASHER","SILT SACK"OR OTHER APPROVED CATCH BASIN INSERT MAY BE MINIMUM 6"DIAMETER,RIGID \\� \\ ��i\ USED FOR INLET PROTECTION.CONTACT:PRICE-MOON ENTERPRISES PVC DRAIN PIPE WITH PH:360.563.6709,OR"SILTSACK"BY ACF ENVIRONMENTAL AT PERFORATIONS ORIENTATED PH:1.800.644.9223(OR APPROVED EQUAL) DOWN MAINTAIN-0.5%MIN 18"MIN. DRAINAGE GRADIENT /, \TEMPORARY INLET PROTECTION DETAIL Lu L Z �\ SCALE:NONE J 0 / n 1 INTERCEPTOR TRENCH DETAIL JCCJ L SCALE:NONE ; LU Z Q Z S LU Cl) LU N () Lu o � O � rno Z p Z M Z 0 °Du1 LU LU Z O J J Z y a DATE: City of Arlington 03/21/2025 Building Department JOB#: APPROVED 17-334 Kevin Olander-04/18/2025 No changes authorized unless approved by the Building Official 15. Know whale below. Call before you dig. C1 . 1 P:\WORI(IPROJECTS\2017\17-334 MCGRANAHAN SVLQCE0WG120251MPROVEMENTS\SHEE RSVLC REHAB 2025.DWG 3/21/2025 SECTION 12, TOWNSHIP 31 NORTH, RANGE 05 EAST, W.M. GENERAL CONSTRUCTION NOTES: BMP T5.13: POST-CONSTRUCTION SOIL QUALITY STORM DRAINAGE NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN OF ARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS,AND THE CURRENT THIS BMP SHALL BE USED IN THE LANDSCAPED AREAS ON THE SITE AND ANY OTHER DISTURBED AREAS. ACCORDANCE WITH THESE APPROVED PLANS AND CITY STANDARDS AND EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION(WSDOT) SPECIFICATIONS.ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION.A COPY SOIL RETENTION APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. RETAIN,IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. PUBLIC AGENCIES. 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY GRADING PERMIT,RIGHT-OFWAY PERMIT,AND UTILITY PERMITS,FROM THE CITY.ALL DESIGNATED,CONTROLLED AREA,NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO STANDARDS AND SPECIFICATIONS.ACCEPTABLE STORM DRAINAGE PIPE MATERIALS REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE OBTAINED BY THE OTHER PORTIONS OF THE SITE WHERE FEASIBLE. INCLUDE CONCRETE,PVC,HDPE,AND DUCTILE IRON.CORRUGATED METAL PIPES DEVELOPER/CONTRACTOR. (GALVANIZED ALUMINUM OR STEEL)ARE NOT ACCEPTED BY THE CITY.ALL PIPE 3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTOR SHALL SOIL QUALITY JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE ATTEND A PRECONSTRUCTION CONFERENCE WITH THE CITY.THE CONSTRACTOR SHALL ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, DIRECTED BY THE CITY. SCHEDULE THE PRECONSTRUCTION CONFERENCE BY CALLING(360)403-3500.PRIOR TO INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT PROJECT 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL SCHEDULING,THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR THE TRAFFIC COMPLETION,DEMONSTRATE THE FOLLOWING: PIPE TYPES,EXCEPT DUCTILE IRON.BEDDING MATERIAL FOR DUCTILE IRON PIPE CONTROL PLAN,CITY PERMITS,TEMPORARY EROSION AND SEDIMENT CONTROL PLAN, SHALL MEET THE REQUIREMENTS OF THE CITY'S STANDARDS AND SPECIFICATIONS PERFORMANCE BOND,COPY OF OTHER AGENCY PERMITS,A COPY OF THE CONTRACTOR'S 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% (CHAPTER 4). LICENSE,AND PROOF OF INSURANCE COVERAGE. ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN SOIL.THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE SHALL BE COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY.ALL OTHER CONSTRUCTION IS IN PROGRESS. DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL AREAS SHALL BE COMPACTED TO AT LEAST 90%OF MAXIMUM DRY DENSITY. 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY ' PLANS.ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL STRATIFIED LAYERS,WHERE FEASIBLE. INSPECTOR,THE EXISTING TRENCH FOUNDATION IS UNSATISFACTORY,THEN IT FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES. SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED WITH GRAVEL BEDDING REVISIONS 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL MATERIAL TO SUPPORT THE PIPE. ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL 6. LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE.IT IS THE 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: MUST BE INSTALLED AS REQUIRED PRIOR TO SIDEWALK CONSTRUCTION.STUB-OUTS SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY SHALL BE MARKED WITH A 2"X4"WITH 3 FEET VISIBLE ABOVE GRADE AND MARKED N N OF ALL UTILITY LOCATIONS. a. THE ORGANIC CONTENT FOR"PRE-APPROVED"AMENDMENT RATES CAN BE MET ONLY USING COMPOST "STORM".LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE SHOWN ON THE 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES MEETING THE COMPOST BELOW,WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR AS-BUILT PLANS SUBMITTED TO THE CITY. W O N Cl DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE MANURE.THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO 6. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOWN ON THE LU >_ N M SERVICE(1-800-424-5555 OR 811)AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS PLANS AND APPROVED BY THE CITY.THE USE AND INSTALLATION OF INLETS IS N r^p COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. DISCOURAGED. Z W v a 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY 7. ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RIM TO INVERT)OR GREATER REPRESENTATIVES OF THE CITY OF ARLINGTON.IT SHALL BE THE CONTRACTOR'S b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.) SHALL BE TYPE 2 CATCH BASINS EQUIPPED WITH 3/4 RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS,ALLOWING ABOVE;OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, INCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER PER CITY Z PROPER ADVANCE NOTICE.THE INSPECTOR MAY REQUIRE REMOVAL AND REPLACEMENT AND NOT EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS,IN WAC STANDARD DETAILS. W N OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONSTRUCTED WITHOUT 173-350-220. 8. ALL GRATES SHALL BE MARKED"OUTFALL TO STREAM-DUMP NO INSPECTION. POLLUTANTS".ALL SOLID COVER SHALL BE MARKED"DRAIN".ALL CATCH BASINS AND 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. MANHOLES SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS OR GRATES PER TIMES BY CLEANING WITH A SWEEPING AND/OR VACUUM TRUCK.WASHING OF THESE CITY STANDARD DETAILS. STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. IMPLEMENTATION OPTIONS: 9. ALL GRATES LOCATED IN THE GUTTER FLOW LINE(INLET AND CATCH BASIN) 10. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF"AS-BUILT"PLANS SHOWING THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: SHALL BE DEPRESSED 0.1 FOOT BELOW PAVEMENT LEVEL. ALL FIELD CHANGES AND MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, COMPLETION,THE CONTRACTOR SHALL DELIVER BOTH COPIES OF RED-LINED PLANS TO CONSTRUCTION. INLET AND CATCH BASIN FRAMES AND GRATES/COVERS TO GRADE JUST PRIOR TO o THE CITY.THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN ENGINEER. CURB INSTALLATION AND/PAVING. c7 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT"PRE-APPROVED"RATES,OR AT CUSTOM 11. ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN W CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. OPERATION PRIOR TO,OR IN CONJUNCTION WITH,ALL CONSTRUCTION ACTIVITY, ~ UNLESS OTHERWISE APPROVED BY THE CITY. 3. STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL 12. DETENTION/RETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH Vl o SW P P NOTES: MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER AT A A MAXIMUM WATER DEPTH GREATER THAN 3 FEET SHALL BE ENCLOSED WITH A 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL(TESC)PLAN DOES DEFAULT"PRE-APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. VINYL COATED CHAIN LINK FENCE. NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN. 12. BIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED, Q Q 2. A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED BY 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS BEDDED OR SEEDED AND IN OPERATION PRIOR TO,OR SODDED IN CONJUNCTION m THE CITY SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY WORK ON THE WITH,ASPHALT PAVING.THE VEGETATION IN THE BIO-SWALE MUST BE WELL J H SITE.AN APPROVED COPY MUST BE MAINTAINED ON-SITE AND BE READILY AVAILABLE TO MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE ESTABLISHED BEFORE PAVING BEGINS. X U W THE CITY INSPECTOR AT THEIR REQUEST. DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND IS NOT COMPACTED,DOES NOT NEED TO BE AMENDED. 13. STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE PIPE AND cc3. THE TESC BMP'S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER CATCH BASINS SHALL BE FLUSHED AND CLEANED BY THE DEVELOPER PRIOR TO THE N W CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE THAT COMPOST CITY'S ACCEPTANCE OF THE PROJECT. a SEDIMENT-LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM,LEAVE THE SITE,OR TO ENSURE THAT THE BSM WILL SUPPORT HEALTHY PLANT GROWTH AND ROOT DEVELOPMENT,CONTRIBUTE TO 14. WHEN INFILTRATION FACILITIES ARE CONSTRUCTED,COMPACTION OF SOIL IS VIOLATE APPLICABLE WATER QUALITY STANDARDS.MAINTENANCE,REPLACEMENT,AND BIOFILTRATION OF POLLUTANTS,AND NOT RESTRICT INFILTRATION WHEN USED IN THE PROPORTIONS CITED HEREIN, NOT ALLOWED,AS THE DESIGN IS BASED ON NATURAL SOIL IN THE ORIGINAL UPGRADING OF THE TESC PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL THE FOLLOWING COMPOST STANDARDS ARE REQUIRED. LOCATION.VEHICLES SHALL NOT BE DRIVEN OVER THE INFILTRATION AREA DURING CONSTRUCTION IS COMPLETE AND APPROVED BY THE CITY. CONSTRUCTION. O HA 4. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR MEETS THE DEFINITION OF"COMPOSTED MATERIAL"IN WAC 173-350-100 AND COMPLIES WITH TESTING PARAMETERS 15. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS 4�OF S �iP THE ANTICIPATED SITE CONSTRUCTION.DURING THE CONSTRUCTION PERIOD,THESE TESC AND OTHER STANDARDS IN WAC 173-350-220. DIFFERENT FROM THAT SHOWN IN THE PLANS DURING INFILTRATION SYSTEM FACILITIES SHALL BE UPGRADED AND ADDED TO AS NEEDED,FOR UNEXPECTED STORM INSTALLATION,THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR. O aFi! 2 EVENTS AND TO REFLECT CHANGED CONDITIONS,AS REQUIRED BY THE CITY. PRODUCED AT A COMPOSTING FACILITY THAT IS PERMITTED BY THE JURISDICTIONAL HEALTH AUTHORITY.PERMITTED z 5. THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR EMERGENCY CONTACT COMPOST FACILITIES IN WASHINGTON ARE INCLUDED ON A LIST AVAILABLE AT 3 3145 PHONE NUMBER OF THE CONTRACTOR'S CERTIFIED EROSION CONTROL SUPERVISOR HTTP://WWW.ECY.WA.GOV/PROGRAMS/SWFA/ORGANICS/SOIL.HTML PRIOR TO STARTING CONSTRUCTION. ONALG� tih 6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND THE COMPOST PRODUCT MUST ORIGINATE A MINIMUM OF 65 PERCENT BY VOLUME FROM RECYCLED PLANT WASTE MAINTAINED AS NECESSARY TO ENSURE CONTINUED FUNCTION AND OPERATION. COMPRISED OF"YARD DEBRIS,""CROP RESIDUES,"AND"BULKING AGENTS"AS THOSE TERMS ARE DEFINED IN WAC I 7. BETWEEN OCTOBER 1 AND APRIL 30,DISTURBED AREAS THAT ARE TO BE LEFT 173-350-100.A MAXIMUM OF 35 PERCENT BY VOLUME OF"POST-CONSUMER FOOD WASTE"AS DEFINED IN WAC UNWORKED FOR MORE THAN TWO(2)DAYS SHALL BE IMMEDIATELY COVERED BY MULCH, 173-350-100,BUT NOT INCLUDING BIOSOLIDS,MAY BE SUBSTITUTED FOR RECYCLED PLANT WASTE. SOD OR PLASTIC COVERING.BETWEEN MAY 1 AND SEPTEMBER 30,DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN(7)DAYS SHALL BE STABLE(LOW OXYGEN USE AND CO2 GENERATION)AND MATURE(CAPABLE OF SUPPORTING PLANT GROWTH)BY IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED METHODS. TESTS SHOWN BELOW.THIS IS CRITICAL TO PLANT SUCCESS IN A BIORETENTION SOIL MIXES. 8. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS. 9. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST MOISTURE CONTENT RANGE: Z GERMINATING GRASSES SHALL BE APPLIED AT AN APPROXIMATE RATE OF 120 LBS PER NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING THE MATERIAL. J 0 ACRE. 10. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL TESTED IN ACCORDANCE WITH THE U.S.COMPOSTING COUNCIL"TEST METHOD FOR THE EXAMINATION OF COMPOST J cc 0 BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES,OR 3,000 POUNDS PER ACRE. AND COMPOSTING"(TMECC),AS ESTABLISHED IN THE COMPOSTING COUNCIL'S"SEAL OF TESTING ASSURANCE"(STA) ; F Z 11. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS.WHEN ACTIVELY PROGRAM.MOST WASHINGTON COMPOST FACILITIES NOW USE THESE TESTS. OCORKING TH THE SOIL STOCKPILE,CUR AT THE END OFF EACH WORK DAY. SCREENED BY GROUND COVER BMPS SHALL SCREENED TO THE FOLLOWING SIZE GRADATIONS FOR FINE COMPOST WHEN TESTED IN ACCORDANCE WITH TMECC (n V Q W 12. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE TEST METHOD 02.02-B,SAMPLE SIEVING FOR AGGREGATE SIZE CLASSIFICATION." (n LU CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE TESC 0 O MEASURES BECOME DAMAGED. FINE COMPOST SHALL MEET THE FOLLOWING GRADATION BY DRY WEIGHT Q ? Z m Z 13. UPON COMPLETION OF THE PROJECT,ALL BMP'S SHALL BE REMOVED FROM THE MINIMUM PERCENT PASSING 2":100% M Z O SITE AND RIGHT OF WAY.IF BMP'S ARE REQUIRED TO REMAIN IN PLACE FOR FURTHER MINIMUM PERCENT PASSING 1":99% Q PROTECTION,ARRANGEMENTS FOR REMOVAL SHALL BE MADE WITH THE CITY INSPECTOR. MINIMUM PERCENT PASSING 5/8":90% all 14. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED MINIMUM PERCENT PASSING 11/4":75% J J STATE TO THE MAXIMUM EXTEND PRACTICABLE.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT WILL NOT BE COVERED BY IMPERVIOUS SURFACE,INCORPORATED INTO A PH BETWEEN 6.0 AND 8.5(TMECC 04.11-A)."PHYSICAL CONTAMINANTS"(AS DEFINED IN y Q DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT THE WAC 173-350-100)CONTENT LESS THAT 1%BY WEIGHT(TMECC 03.08-A)TOTAL,NOT TO EXCEED 0.25 PERCENT FILM PROJECT COMPLETION,DEMONSTRATE THE REQUIREMENTS ESTABLISHED IN T5.13 OF THE PLASTIC BY DRY WEIGHT. 2014 SWMMWW,POST CONSTRUCTION SOIL QUALITY AND DEPTH. MINIMUM ORGANIC MATTER CONTENT OF 40%(TMECC 05.07-A"LOSS ON IGNITION) SOLUBLE SALT CONTENT LESS THAN 4.0 DS/M(MMHOS/CM)(TMECC 04.10-A"ELECTRICAL CONDUCTIVITY,1:5 SLURRY City Of Arlington METHOD,MASS BASIS") Y g MATURITY INDICATORS FROM A CUCUMBER BIOASSAY(TMECC 05.05-A"SEEDLING EMERGENCE AND RELATIVE Building Department DATE: GROWTH)MUST BE GREATER THAN 80%FOR BOTH EMERGENCE AND VIGOR") APPROVED 03/21/2025 STABILITY OF 7 MG CO2-C/G OM/DAY OR BELOW(TMECC 05.08-B"CARBON DIOXIDE EVOLUTION RATE") Kevin Olander-04/18/2025 JOB#: 17-334 CARBON TO NITROGEN RATIO(TMECC 05.02A"CARBON TO NITROGEN RATIO"WHICH USES O4.01"ORGANIC CARBON" No Changes authorized unless approved by AND 04.02D"TOTAL NITROGEN BY OXIDATION")OF LESS THAN 25:1.THE C:N RATIO MAY BE UP TO 35:1 FOR PLANTINGS the Building Official 15. COMPOSED ENTIRELY OF PUGET SOUND LOWLAND NATIVE SPECIES AND UP TO 40:1 FOR COARSE COMPOST TO BE J USED AS A SURFACE MULCH(NOT IN A SOIL MIX). Know whm'e below. Gall before you dig. C1 .2 P:\WORK\PROJECTSQ017\17-334 MCGRANAHAN SVLQCE0WG120251MPR0VEMENMSHEE-RSVLC REHAB 2025.DWG 3/21/2025 DEMO KEY NOTES <@> DEMOLISH EXISTING FLOORING AND BASE,PREP SUBSURFACE TO RECEIVE NEW FINISH McGRANAHAN DEMOLISH EXISTING FRP WALL CLADDING,PREP SUBSURFACE TO RECEIVE NEW FINISH 03 DEMOLISH ALL EXISTING PLUMBING FIXTURES INCLUDING:TOILETS 8 URINALS,SINKS 8 FAUCETS, JANITOR MOP-SINK AND FAUCET Pw DEMOLISH PLAM COUNTER,STALL PARTITIONS,AND RESTROOM ACCESSORIES OS DEMOLISH EXISTING WATER HEATER,PREP FOR INSTALLATION OF NEW 210100937ARCHITECT G O6 UNINSTALL EXISTING LIGHT FIXURES,SALVAGE AND PREP FOR REINSTALLATION DIO RA S ATE OF WASHINGTON DEMOLISH CEILING AND SUSPENSION SYSTEM IN ITS ENTIRETY 08 DEMOLISH WOOD TRIM DEMO GENERAL NOTES THE DRAWINGS 8 SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS.THESE DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS.THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK.THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON.ALL BIDDERS ARE ENCOURAGED TO PERFORM A SITE INSPECTION PRIOR TO BIDDING. 1. 'REMOVE",'DEMO',OR"DEMOLISH'SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF,UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. 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 NOTED TO BE SALVAGED ANDIOR RE-USED.CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS IDENTIFIED TO BE REMOVED,SALVAGED AND REINSTALLED.DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 3. CONTRACTOR SHALL DEMOLISH ANDIOR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATIONIADDITION WORK UNDER THIS CONTRACT.COORDINATE WITH MECHANICALIELECTRICAL DRAWINGS. 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE CONSTRUCTION,INCLUDING ALL STRUCTURAL,MECHANICAL AND ELECTRICAL DEMOLITION WORK. 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN 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. 7. SEE CIVIL,MECHANICAL,ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION CALLOUTS. 8. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. 9. REMOVE AND REINSTALL ALL WALL AND CEILING MOUNTED ITEMS TO REMAIN AS REQUIRED TO INSTALL TO ALLOW THE INSTALLATION OF NEW FINISHES. project_ SVLC MISC IMPROVEMENTS client_ ARLINGTON PUBLIC SCHOOLS location_ ARLINGTON,WA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project No.2416.200 0 06 0 ° DEMOLITION PHOTOS os 0 02 0 ° of oa E. �p+n•. 04 04 1 I 06 I o4 01 01 01 WOMENS RR DEMO PHOTO �� WOMENS RR DEMO PHOTO �„� WOMENS RR DEMO PHOTO �� WOMENS RR DEMO PHOTO FLOORING.FRP.AND CEILING DEMO NOT SHOWN FOR CLARITY $Cale:NTS I" �� FLOCRING FRP,AND CEILING DEMD NOT SHORN FOR CLARITY Scale:NTS I" V FLOORING,FRP,PNDCEILINGDEMGNOTSHOma FGRCLORITY Scale:NTS P V FLDDRNG,FRP,AND CEILING DEMO NOT SHavn FOR CLARITY Scale:NTS P L 08 0 08 0 08 07 08 O6 0 r Issued_ BID SET 24 MAR 25 0 L r' L revision_ L 204 'R L 04 L L 1 ]04I _ j 1 I I I - 1 S r —�� JI L 03 cr 03 L 03 LL ✓ d R•• _ _ __Li___ __ _J L== + Ir DP� AM,F , I� L I I III - - LL 0� 05 drawn— , R hecked_ MENS RR DEMO PHOTO MENS RR DEMO PHOTO A MENS RR DEMO PHOTO r7 MENS RR DEMO PHOTO FLOOIRING FRP.AND CEILING DEMO NOT SHOWN FOR CLARITY Scale:NTS 1' n13 FLOORING,FRP,AND CEILING DEMO NOTSHOWN FORCLARITY Scale:NTS I" •+ FLOCRING,FRP,AND.IILINGDENONOTSHOWNFORCLARITY Scale:NTS I' v FLOORING. AND CEILING DEMO NOT SHOWN FOR CLARITY Scale:NTS 1' Eheet ORIGINALSHEET IS 30"x42" Copyright 2025 ADI00 all rights reserved GENERALNOTES 1. SEE CIVIL DRAWINGS FOR HORIZONTAL CONTROL,GRADING,ASPHALT&CONCRETE PAVING,VEHICLE STRIPING AND UTILITIES. r R e a�.I a�I 2. SEE LANDSCAPE DRAWINGS FOR CONCRETE PAVING,PLANTING,IRRIGATION AND PLAY AREA INFORMATION. Mc`•'`^N^•'^' 3. SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING AND SITE ELECTRICAL UTILITIES. 4. SEE SITE PHASING/SEQUENCING PLAN FOR ADDITIONAL INFORMATION. PW 21010093 REGISTERED ARCHITECF DIO RA S ATE OF WASHINGTON 1` •, , �,�, =� LEGEND IN PROJECT SCOPE '�v'` •,) � „S�R�� .ter + � � , �i� '�"' '' �\'�• �'� ,lVY1 ��. " 17 :c � � ti•_ I� P-7 P-5 P 3 !� project_ I 1 SVLC MISC IMPROVEMENTS �- ______ ��___ - •1�, 1 client r 'A4 01 A4 ------ I - �1 7.00 A4.00=-_— 5 � ARLINGTON PUBLIC SCHOOLS • 6 � � location_ NEW CA A4'� ARLINGTON,WA 4 I I SEE i '• P 9 I I A1,10 Project No.2416.200 Aa 5 01 I - SITE AERIAL J I • i I P1 / A5.00 Ilk �•�• /' •� 200 . r A4.01/ �I, I lab Aa 00 1 P-10 I j!'�i I P-3 - A4.00 3 III I A4.00 IL NEW CANOP - "I�r, A5 00 , A4.01 P I P 2 I P.6 I _ ► 1 ; 3 A4.00 - •fit ` ••. ''• ► I ' ,'� •,I '. ._ \ •� •'-- . issued - ' BID SET 24 MAR 25 • 41,� r. , rY. • r • + +'44�••. wy ' � .� / -.1 revision_ n +� :►•L •,1 A, r dra PROJECT NORTH ch eciced_ SITE AERIAL 3164"=1'0" heet ORIGINAL SHEET 15 30"x 42" copyright 2025 A1.00 all rights reserved KEY PLAN 12 TYP(2) 11 TYP(2) 20 3 18 3 McGRANAHAN Pw - ' 21010093 REGISTERED .I., 1 - y..r'__` ❑ ARCHITECT DIO RA ,4 ��•. � I' ` _ a 5 ATE OF WASHINGTON hit eNORIHT 16 2 nP PORTABLE 4 -WEST PORTABLE 4 - SOUTH PORTABLE 4 - EAST PORTABLE 4 - NORTH GENERA L PROJECT NOTES Scale:NTS )• 13 Scale:NTS )• 15 Scale:NTS 3' 14 Scale:NTS I^ 1. THESE PHOTOS ARE PROVIDED TO DEFINE THE SCOPE OF WORK AT EACH PORTABLE.THE CONTRACTOR SHALL BE RESPONSIBLE TO MEASURE AND QUANTIFY MATERIALS AS NECESSARY TO COMPLETE THE WORK AS INDICATED.SEE CIVIL,MECHANICAL AND ELECTRICAL FOR ADDITIONAL INFORMATION. 2. CALLOUTS AND NOTES ARE TYPICAL,UNO AND THE SCOPE SHALL APPLY TO THE ENTIRETY OF PORTABLE UNO. 1 TyP 11 12 TYP(4) 3 19 3. AT ITEMS NOTED AS REPLACE OR NEW,THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND PROPERLY DISPOSING OF THE EXISTING MATERIALS THAT ARE BEING REPLACED.CONTRACTOR IS ALSO RESPONSIBLE FOR PREPARING ALL SURFACES FOR NEW WORK. 4. PROTECT ALL WALL MOUNT ITEMS(INCLUDING CAMERAS,LIGHT FIXTURES,LIGHT POLES,MECHANICAL EQUIPMENT,ETC).PROTECT ALL EXPOSED CONDUITS UNLESS PAINTED.ANY ADJACENT FENCES AND CONTAINER BOX UNO. S. ALL PORTABLES WILL BE PAINTED. t I r I I p ►r - 11 . FiFS1 if1 Pillj _ - project_ - SVLC MISC IMPROVEMENTS . d5. , client_ • _ - -��. ARLINGTON PUBLIC SCHOOLS 15 14 2 TYP location_ PORTABLE 3 -WEST 2 PORTABLE 3 - SOUTH PORTABLE 3 - EAST PORTABLE 3 - NORTH SCOPE OF WORK ARLINGTON,WA Scale:NTS )• Scale:NTS 1' 11 Scale:NTS Y Scale:NTS I" SIDING I SKIRTING I TRIM: REMOVE AND REPLACE CLADDING AND WEATHER BARRIER Project No.2416.200 ODEMO AND REPLACE WOOD SKIRT AND ASOCIATED VENTS PHOTOS PAG E ODEMO AND REPLACE WOOD TRIM AT SPINE 12 TYP(3) 1 TYP 18 1 O REPLACE RUSTING/DAMAGED WALL BASE FLASHING. REPLACE ROOF EAVE FASCIA '+ O REPLACE CORNER TRIM REPLACE GABLE END PANEL(ONE SIDE) 8 REMOVE HORIZONTAL O TRIM'REPLACE WOOD TRIM AT CORNER t p O CAULK PIPE PENETRATIONS AT WALL,EACH SIDE DOORSIVJINDOWS 10 ADD SURFACE-MOUNTED SHEET METAL HEAD FLASHING �= i - - 1aa•a 11 DEMO AND REPLACE HIM DOORIFRAME ASSY J I>7 - 12 ADD/REPLACE CAULK AT CLADDINGIWINDOW TRIM TRANSITION(HEAD AND JAMB ONLY) _ j L_ I� ' .- n 13 REPLACE DOOR TRIM(JAMB)DEMO AND REPLACE WOOD TRIM ' I / IL j --_'v..•"'..`"ti^,-,-�..,-.�,�_.,... ---�.� � � RAMPISTAIRS 14 DEMO WOOD RAMP ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY -„., I <j> DEMO WOOD STAIR ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY ROOF: DEMO AND REPLACE ROOF SHINGLES,SEE ROOF PLANS ADD ROOF CANOPY AND ASSOCIATED STRUCT,SEE ROOF PLANS 18 DEMO AND REPLACE ALL GUTTER AND DOWNSPOUTS 19 DEMO AND REPLACE DOWNSPOUT 16 10 TYP(2) 11 TYP 121 2 TYP SITE: PORTABLE 2 -WEST PORTABLE 2 -SOUTH PORTABLE 2 - EAST PORTABLE 2 - NORTH 29 ADD BARK 8 7 6 5 21 NOT INTENDED AROUND APRON D V VEGETATION GROWING ALONG BACKSIDE AGAINST BUILDING Scale:NTS )" Scale:NTS I' Scale:NTS )' Swle:NTS I" ODEMO WOOD RAMP ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY 23 DOWNSPOUT NOT CONNECTED 24 REPLACE LIGHT FIXTURE(DIFFUSER) 3 16 12 TYP(4) 3 TYP18 17 11 TYP(2) 12 P(<) 17 i6 issued_ BID SET 24 MAR 25 revision71 / Tq. - _ UP r ,�� Stayxith Y � 16 O 17 O <2 TYP checked_ PORTABLE 1 -WEST PORTABLE 1 - SOUTH PORTABLE 1 - EAST PORTABLE 1 - NORTH Scale:NTS 4 Scale:NTS 1" 3 Scale:NTS )' 2 Scale:NTS I" sheet ORIGINAL SHEET 15 30"x 42" copyright 2025 A1.01 all rights reserved REMOVE AND REINSTALL SIGNAGE KEY PLAN 9 1 9 3 TYP { McGRANAHAN 21010093 REGISTERED ARCHITER 1 1I r �.. EO�.AHINGT.. RA S A F S 1. PNORIHT { f� 14 8 21 TYP PORTABLE 8 -WEST_* PORTABLE 8- SOUTH �� PORTABLE 8- EAST �� PORTABLE 8- NORTH �� GENERA L PROJECT NOTES Scale:NITS I" j V Scale:NITS 1" j Scale:NTS 1" j Scale:NITS 1" j J 1. THESE PHOTOS ARE PROVIDED TO DEFINE THE SCOPE OF WORK AT EACH PORTABLE.THE CONTRACTOR SHALL BE RESPONSIBLE TO MEASURE AND QUANTIFY MATERIALS AS NECESSARY TO COMPLETE THE WORK AS INDICATED.SEE CIVIL,MECHANICAL AND ELECTRICAL FOR ADDITIONAL INFORMATION. 2. CALLOUTS AND NOTES ARE TYPICAL,UNO AND THE SCOPE SHALL APPLY TO THE ENTIRETY OF PORTABLE UNO. 3 8 13 5 3 12 TYP(2) 3. AT ITEMS NOTED AS REPLACE OR NEW,THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND PROPERLY DISPOSING OF THE EXISTING MATERIALS THAT ARE BEING REPLACED.CONTRACTOR IS ALSO RESPONSIBLE FOR .r . PREPARING ALL SURFACES FOR NEW WORK. 4. PROTECT ALL WALL MOUNT ITEMS(INCLUDING CAMERAS,LIGHT FIXTURES,LIGHT POLES,MECHANICAL r� A h �f III ♦� EQUIPMENT,ETC),PROTECT ALL EXPOSED CONDUITS UNLESS PAINTED.ANY ADJACENT FENCES AND CONTAINER BOX UNO. - - ; 5. ALL PORTABLES WILL BE PAINTED. b. A Lrt F • � _ project_ SVLC MISC IMPROVEMENTS ■ ^_i'Jr..xr1_iu kkkkkkkk - — z i - `:ry ` client - ARLINGTON PUBLIC SCHOOLS 20 23 14 2 location_ TYP ARLINGTON,WA PORTABLE 7 -WEST PORTABLE 7 - SOUTH PORTABLE 7 - EAST PORTABLE 7 - NORTH (y� SCOPE OF WORK Scale:NTS I" Scale:NTS 1" Scale:NTS 1" 0 Scale:NTS 1" SIDING I SKIRTING I TRIM: 1O REMOVE AND REPLACE CLADDING AND WEATHER BARRIER Project No.2416.200 2O DEMO AND REPLACE WOOD SKIRT AND ASOCIATED VENTS PHOTOS PAGE 26 1 TYP 13 12 O DEMO AND REPLACE WOOD TRIM AT SPINE OREPLACE RUSTING/DAMAGED WALL BASE FLASHING. REPLACE ROOF EAVE FASCIA REPLACE CORNER TRIM t r !3y 1 ,.' i 7O REPLACE GABLE END PANEL(ONE SIDE) REMOVE HORIZONTAL TRIM,REPLACE WOOD TRIM AT CORNER CAULK PIPE PENETRATIONS AT WALL,EACH SIDE ° DOORSIWINDOWS: ____ - - - - - - -- ry •` ` T 10 ADD SURFACE-MOUNTED SHEET METAL HEAD FLASHING DEMO AND REPLACE HM DOORIFRAME ASSY ADDIREPLACE CAULK AT CLADDINGANINDOWTRIM TRANSITION(HEAD AND JAMB ONLY) <j> REPLACE DOOR TRIM(JAMB)DEMO AND REPLACE WOOD TRIM - _ RAMPISTAIRS: DEMO WOOD RAMP ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY <9> DEMO WOOD STAIR ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY DEMO D AND REPLACE ROOF SHINGLES,SEE ROOF PLANS ADD ROOF CANOPY AND ASSOCIATED STRUCT,SEE ROOF PLANS 17 18 DEMO AND REPLACE ALL GUTTER AND DOWNSPOUTS 19 DEMO AND REPLACE DOWNSPOUT 22 SITE: 2D PORTABLE 6 -WEST PORTABLE 6 - SOUTH 4 PORTABLE 6 - EAST 2 TYP PORTABLE 6 - NORTH ADDBAROUND APRON 8 7 6 5 21 NOT INTTENDEENDE D VARK CHIPS VEGETATION GROWING ALONG BACKSIDE AGAINST BUILDING Scale:NITS r Scale:NITS 1" Scale:NTS I" Scale:NTS I" pp DEMO WOOD RAMP ASSY AND REPLACE WITH NEW ALUMINUM RAMPASSY 23 DOWNSPOUT NOT CONNECTED 24 REPLACE LIGHT FIXTURE(DIFFUSER) 3 12 P(4) I /TYP 3 1 slued_ BID SET 24 MAR 25 i r I I, M 0 revise 91 Alkel !Fj i 4 draw a- s rA ... 'sK. .. _.._... - - 4 4O 24 2 p checked_ PORTABLE 5 -WEST 4 PORTABLE 5 - SOUTH 3 PORTABLE 5 - EAST 2 PORTABLE 5 - NORTH Scale:NITS I" Scale:NTS 1' Scale:NTS 1" Scale:NTS 1" sheet ORIGINAL SHEET 15 30"x 42" copyright 2025 A1.02 all rightsreserved KEY PLAN TYP McGRANAHAN n s7 S5 21010093 REGISTERED __, Fill ® ARCHITER DIO S ATE OF WASHIHINGTON S-8 .xa-• S 6 S-0 S-2 - � - a40,:��1 PrRionrH PORTABLE 3 -SOUTH 103 GENERA L PROJECT NOTES Scale:112"=V-0" J 1. THESE PHOTOS ARE PROVIDED TO DEFINE THE SCOPE OF WORK AT EACH PORTABLE.THE CONTRACTOR SHALL BE RESPONSIBLE TO MEASURE AND QUANTIFY MATERIALS AS NECESSARY TO COMPLETE THE WORK AS INDICATED.SEE CIVIL,MECHANICAL AND ELECTRICAL FOR ADDITIONAL INFORMATION. 2. CALLOUTS AND NOTES ARE TYPICAL,UNO AND THE SCOPE SHALL APPLY TO THE ENTIRETY OF PORTABLE UNO. TYP(2) 12 14 17 10 P(2) 17 11 TYP(2) 6 TYP i6 TY 1 19 3. AT ITEMS NOTED AS REPLACE OR NEW,THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND PROPERLY DISPOSING OF THE EXISTING MATERIALS THAT ARE BEING REPLACED.CONTRACTOR IS ALSO RESPONSIBLE FOR PREPARING ALL SURFACES FOR NEW WORK. Sa 4. PROTECT ALL WALL MOUNT ITEMS(INCLUDING CAMERAS,LIGHT FIXTURES,LIGHT POLES,MECHANICAL EQUIPMENT,ETC).PROTECT ALL EXPOSED CONDUITS UNLESS PAINTED.ANY ADJACENT FENCES AND CONTAINER BOX UNO. 5. ALL PORTABLES WILL BE PAINTED. �1 L z _ t project_ SVLC MISC IMPROVEMENTS client_ ARLINGTON PUBLIC SCHOOLS 2 TYP _ I ARLINGTON,WA PORTABLE 11 -WEST_* PORTABLE 11"�T� PORTABLE 11 - EAST PORTABLE 11 - NORTH A SCOPE OF WORK Scale:NTS I" Scale:NTS )" 1 O Swle:NTS " SIDING I SKIRTING I TRIM: iO REMOVE AND REPLACE CLADDING AND WEATHER BARRIER Project No.2416.200 ODEMO AND REPLACE WOOD SKIRT AND ASOCIATED VENTS PHOTOS PAGE 1 TYP 12 9 19 30 DEMO AND REPLACE WOOD TRIM AT SPINE TYP 40 REPLACE RUSTINGIDAMAGED WALL BASE FLASHING. REPLACE ROOF EAVE FASCIA REPLACE CORNER TRIM i �4 ; O7 REPLACE GABLE END PANEL(ONE SIDE) REMOVE HORIZONTAL TRIM,REPLACE WOOD TRIM AT CORNER O a O CAULK PIPE PENETRATIONS AT WALL,EACH SIDE DOORSIWINDOWS: —+� � 10 ADD SURFACE-MOUNTED SHEET METAL HEAD FLASHING In - 11 DEMO AND REPLACE HM DOORIFRAME ASSY G _ mI 12 ADDIREPLACE CAULK AT CLADDINGANINDOW TRIM TRANSITION(HEAD AND JAMB ONLY) - 13 REPLACE DOOR TRIM(JAMB)DEMO AND REPLACE WOOD TRIM RAMPISTAIRS, _^ DEMO WOOD RAMP ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY DEMO WOOD STAIR ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY ROOF: i6 DEMO AND REPLACE ROOF SHINGLES,SEE ROOF PLANS ADD ROOF CANOPY AND ASSOCIATED STRUCT,SEE ROOF PLANS 18 DEMO AND REPLACE ALL GUTTER AND DOWNSPOUTS 19 DEMO AND REPLACE DOWNSPOUT 21 14 TYP 2 Im PORTABLE 10-WEST PORTABLE 10 -SOUTH PORTABLE 10- EAST PORTABLE 10- NORTH 20 ADDBAROUND APRON 8 I 5 21 NOT INTTENDEENDE D VARK CHIPS VEGETATION GROWING ALONG BACKSIDE AGAINST BUILDING Scale:NTS r V Scale:NTS r Scale:NTS J" Scale:NTS V 22 DEMO WOOD RAMP ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY 23 DOWNSPOUT NOT CONNECTED 16 16 i 19 12 19 REPLACE LIGHT FIXTURE(DIFFUSER) TYP 24 issued_ BID SET 24 MAR 26 revision I drawn_ 20 14 <�TYF checked_ PORTABLE 9 - WEST (:�) PORTABLE 9 - SOUTH PORTABLE 9 - EAST PORTABLE 9 - NORTH Scale:NTS i" Scale:NTS )" 3 Scale:NTS 7" Scale:NTS 1 sheet ORIGINAL SHEET 15 30"x 42" copyright 2025 A1.03 all rightsreserved DOOR SCHEDULE-BASE BID FLOORS 1-19 CEILING 60-69 architect_ DOOR SIZE DOOR HARDWARE FRAME MCGRANAHAN ARCHITECTS NG TILE DOOR AND FRAME GENERAL NOTES:(SHEETS A2.00) DOORNO. PAIR WIDTH HEIGHT Thic ness TYPE MATE GROUP PANIC FIRE RATING TYPE MATL REMARKS RUBBER FLOORING 60. ACOUSTI AL MFR: LIARMST A. MFR: FORBO A. MFR: ARMSTRONG CONSULTANT STYLE: MARMOLEUM-CONCRETE STYLE: ULTIMA HEALTH ZONE SQUARE LAY-IN CONSULTANT NAME 1 1. FIRE RATINGS APPLY TO DOOR AND FRAME 4. FIELD VERIFY ALL OVERALL DIMENSIONS AT DOOR S-1.1 T-0" T-o" 0-1314' A HM 1 F1 HM EXTERIOR COLOR:SELECTED BY ARCHITECT FROM MFR STD RANGE OF COLORS SIZE: TX4' ASSEMBLIES,SEE DOOR SCHEDULE FOR AND FRAMES. S-1.2 T-0' T-0" 0'-1314" A HM 1 F1 HM EXTERIOR CONSULTANT DESIGNATED ASSEMBLIES. S-2.1 T-0" T-0" 0'-1314' A HM 1 F1 HM EXTERIOR 5. DRAWINGS SEE RAWIN SF OR SCHEDULE AND ELECTRICAL S-2,2 3'-0" T-0" 0'-13/4' A HM 1 F1 HM EXTERIOR CONSULTANT NAME2 2. GROUPSREFER INCLUDINGSPECIFIC REMOVABLONS FORE MULLIONS. RE ELECTRONIC SFOTRIKES ANTICD OTHERHOLD ELECTRICAL S31 T-0" T-o" 0-1314' A HM 1 F1 HM EXTERIO GROUPS INCLUDING REMOVABLE MULLIONS. ELECTRONIC STRIKES AND OTHER ELECTRICAL ' REQUIREMENTS. S3.2 3'-0" T-0" 0'-1314' A HM 1 F1 HM EXTERIOR 3. REFER TO SHEET A9.00 FOR DOOR AND FRAME S4.1 3'-0" T-0" 0'-1314" A HM 1 F1 HM EXTERIOR FINISHES. S-4.2 T-0" T-o" 0-1314' A HM 1 F1 HM EXTERIOR S-5.1 3'-0" T-0" 0'-1314' A HM 1 F1 HM EXTERIOR(REPLACE DOOR THRESHOLD) SS.2 3'-0" T-0" 0'-1314" A HM 1 F1 HM EXTERIOR(REPLACE DOOR THRESHOLD) HARDWARE GROUP S46.1 3'-0" T-0" 0'-13/4' A HM 1 F1 HM EXTERIOR(REPLACE DOOR TRIM AND THRESHOLD) ^^-' 1. HINGES:HAGER BB1191 U32D SS S-7.1 T-0" T-o" 0-1314' A HM 1 F1 HM EXTERIOR(REPLACE DOOR TRIM) LEVERSET:(STOREROOM)BEST 9K37D 15D S3626 S-8.1 1 T-0" T-0" 0'-1314" A HM 1 F1 HM EXTERIOR R LOCKSET:CORBIN CLX3300 SERIES,NZD DESIGN,LARGE S-9.1 3'-0" T-0" 0'-1314' A HM 1 F1 HM EXTERIOR(REPLACE DOOR THRESHOLD) BASE 20-29 MI INTERI R FINI HE 70-79 FORMAT:INTERCHANGEABLE CORE,PATENTED KEY SYSTEM 510.1 T-0" T-o" 0-1314' A HM 1 F1 HM EXTERIOR 70. PLASTIC LAMINATE CLOSER:NORTON PR7500 S-11.1 3'-0' T-0" 0-1314" A HM 1 F1 HM 20. RESILIENT COVE BASE A. MFR: WILSONART WEATHER STRIP:PEMKO S88 511.2 3'-0" T-0" 0'-1314' A HM 1 F1 HM A. MFR: FORBO STYLE: STANDARD DOOR SWEEP:PEMKO RAINDRIP:PEMKO 346C-40 511.3 3'-0" T-0" 0'-13/4' A STYLE: MATCH 2A MCONCRETE COLOR: SELECTED BY ARCHITECT FROM MFR STD RANGE OF COLOR:MATCH 2A COLORS ADA THRESHOLD:PEML0176A SIZE: 4"H 71. TOILET I SHOWER PARTITIONS A. MFR: BOBRICK 9' STIKE SIDE OR STYLE: SIERRASERIES CLOSEST ADJ WALL COLOR: FOREST GREEN WHERE NOTED ° o o ° COLOR'DARKGREY' PAINT AND STAINS 30-39 EXTERIOR FINISHES 90-99 O 94. WOOD PANEL SIDING _ 30. PAINT A. MFR: MATCH EXISTING RAISED PICTOGRAMS,COLOR'WHITE' A. MFR: SHERWIN WILLIAMS STYLE: MATCH EXISTING T1-11 w PER SCHED. o COLOR:BASE-TBD THICKNESS: MATCHEXISTING 15132" 2 REGISTERED 2" ERSCHED 2 cc COLOR: SEE PAINT SCHEDULE ARCHITECT N B. MFR: SHERWIN WILLIAMS LLo COLOR:ACCENT-TBD 95. WOOD TRIM 3/4"HIGH,COLOR'WHITE' w A. SPECIES: MATCH EXISTING o COLOR: SEE PAINT SCHEDULE aENIAMIry SFlELo6 GRADE 2 BRAILLE,TYP ALL SIGNS AS SHOWN 96. PREFINISHED SHEET METAL STATE OF WASHINGTON i A. MFR: AEP SPAN DOOR PER = TYPE A 1 COLOR: SELECTED BY ARCHITECT FROM MFR STD RANGE OF COLORS SCHED c \\ 1 TYPE"T1 FINISH FLOOR FIN FLR o 0 O O COLOR'DARK GREY' O HM I� SIGNAGE-MOUNTING TYPES A �/��RAISED PICTOGRAMS,COLOR'WHITE' Scala:112"=T-0" WALLS (40-59) EXTERIOR DOORS: GENERAL NOTES U-VALUE<_0.37 QYCONTRACTOR SHALL VERIFY WITH ARCHITECT PRIOR TO INSTALLATION WHICH SIDE OF DOOR SIGNAGE SHALL BE REPLACE. 46. FRP _______________________ A. MFR: CRANE COMPOSITES 314"HIGH,COLOR'WHITE' 2.CONTRACTOR TO REVIEW AND VERIFY ALL ROOM NUBERS AND SPELLING OF EACH SIGN BEFORE APPLICATION. STYLE: GLASBOARD SMOOTH ---------------------- 3.CONTRACR TO VERIFY THAT SIGNAGE AS SCHEDULED WILL FIT IN SPACE PROVIDED BETWEEN DOORS OR ON WALLS. COLOR:WHITE FRAME TYPE DOOR TYPES ------------- GRADE 2 BRAILLE,TYP ALL SIGNS AS SHOWN 4.CONTRACTOTORTONOTIFY AND COORDINATE ALL CHANGES WITH ARCHITECT PRIOR TO INSTALLATION. 5.PRIMARY TYPE FACE TO BE HELVETICA,UNO Scale:114"=V-0" Scale:114"=V-0" project_ TYPE A2 SVLC MISC IMPROVEMENTS SIGNAGE SCHEDULE c e nt_ ARLINGTON PUBLIC SCHOOLS 1 1l4"HIGH,COLOR WHITE' ASSOC ROOM 0 0 DOOR N0. ROOM N0. NAME SIGN TYPE REMARKS I o c a t ion_ ARLINGTON,WA 102 WOMEN A2 511.1 101 MEN A2 10 COLOR DARK GRAY 1 MEN A2 S-11.2 102 WOMEN A2 101A CUST B TYPE B SIGNAGE-TYPES 8-11.3 101A CUST B PAINT SCHEDULE (TYP FOR ALL PORTABLES) Project No.2416.200 Scale:3"=V-0" FINISH LEGEND, EXTERIOR: ' SCHEDULES, SIDING: 38At t DETAILS SOFFIT: 30A ALL TRIM(WINDOW,CORNER,ETC): 30B 4 F a h METAL DOORS(INIOUT): IJ - _____ _________________ 'emu L 306 306 30A 3oA issued_ BID SET 24 MAR 25 revision City of Arlington Building Department APPROVED Kevin Olander- 04/18/2025 No changes authorized unless approved by the Building Official drawn_ GK checked_ BF heet ORIGINAL SHEET 1530"x42" @@ copyright 2023 E AL�/1 ,00 all rights reserved FULLTQILET 'KEY PLAN r PARTITION MIRROR-3'Hx r TOILET 2'W CENTER ON PARTITION SINK 11 McGRANAHAN HK-2 HK3 0, B.O. L° , o o o ❑❑ �(FOC) REFLECTIVE _ _SURFACE< 56"MIN a GB uYzi _ S-7 S"5- SND o EHD o' o PTO - S-3 � BCD 21010093 REGISTERED COAT HOOKS SHELF m BFDF m BFU U BFL-3 BFL-2 BFL-1 VERT.GB �'� ARCHITECT BI-LEVEL PROVIDE (FOIC) TOILET (FDIC) (FDIC) ,KINDER/PRE-K GRADES I-3 (ADULT) INSULATED t'oi S-9 DRINKING CANE APRON ACCESSORIES TYP. TYP. (0-5 YEARS) (6-12 YEARS) PIPES o a� FOUNTAIN W/ IF PARTITION IS LOWER THAN 12", SNR,PTD,ETC 606.2 EXCEPTION 3 BOTTLE 8"HAS TO BE ADDED TO WC DIo RA FILLING CLEARANCE(TOE CUR MOVED TO _ SATE OF WASHINGTON WITHIN STALL) 5-10 S-8 TYPICAL RESTROOM ACCESSORY MOUNTING HEIGHTS BARRIER FREE Scale:114"=1'-0' COMPARTMENT S-6 5'-0"MIN CUR T-0"CUR 2'-10" —JECT 5'-8"AT FULL HT � 'i 30"MIN NoaTH 17„ 11 PARTITIONSEQ EO 1 EQ EO GB SCD - SHEET NOTES: (SHEETSA3.00) xlx B G o o N 1. SEE 11 FOR TYP ACCESSORY MOUNTING HEIGHTS. BFWC - - - -AMBL_ -WC -A3.00 _ FPS _______________ ��6 VERT.GB w r r¢w A3.00 15 " n _ 4. 1 2. SEE � FORTYPWATERCLOSETSPLANS. }L PTD a �, 'o r--�- MAX 3 L) , CONTRACTOR SHALL PROVIDE SOLIDTREATED WOOD BLOCKING BEHIND ALL WALL MOUNTED ACCESSORIES. J L / 32"W OUTSWING STANDARD DEVICES SELF-CLOSING -- STALL DOOR WI COMPARTMENT 4. CONTRACTOR SHALL PROVIDE SOLID TREATED WOOD BLOCKING BEHIND ALL WALL MOUNTED ACCESSORIES. HINGE (E)FIRE ALARM ❑ HINGES,TYP 5. NOT ALL ACCESSORIES MAYBE USED. COVE BASE TYP BARRIER FREE AMBULATORY 6. SEE PLANS FOR PLUMBING FIXTURES AND FLOOR DRAINS. 5 1T'-18" f 20A COMPARTMENT COMPARTMENT 7. SEE INTERIOR ELEVATIONS FOR FINISHES AND MATERIALS. J� 8. RE-INSTALL EXISTING FLOOR DRAIN MENS RESTROOM �„� '117"+ OCCUPANT 9. DIMENSIONS FROM FINISH FACE UNO OR SHOWN. Scale:1l4'=1'-0" V V L (E) (E)VENT WD TRIM FER EXHAUST FAN 60'x56'MIN ACCESSIBLE CLEARANCE LF. ILET PARTITION TYP B SINGLE MR 71A PTD ---- OCCUPANT r DIAGRAM NOTES: J GB L PS project_ \ LFJ N TPD . SEEENLARGED FLOOR PLANS FOR PARTITION SPACING DIMENSIONS SVLC MISC IMPROVEMENTS _ill �� 2. VERIFY ALL COMPARTMENT DOOR SIZES(WIDTHIHGT)PRIOR TO FABRICATION 2�4 1 \ 3. ALL DIMENSION ARE FACE OF FINISH U.N.O. client_ WALL BASE TYP ARLINGTON PUBLIC SCHOOLS (E)VENT (E)FIREALARM DEVICES FRP JOINT 20A I ocation_ 9 O 7 C ARLINGTON,WA o I V DEMO KEYNOTES WOMENS RESTROOM �„6 TYPICAL WATER CLOSPLAN" -V V-I - - - _ _ _ _ _ _ 0� DEMOLISH EXISTING FRP WALL CLADDING AND CEILING PANELS,PREP SUBSURFACE_TO RECEIVE E NEW FINISH Project No.2416.200 - - - - - - - - - - - - - - - - - Scale:i/4'=1'-0" - - - - - - - - - - - - - -' - - Ofi UNINSTALL EXISTING LIGHT FIXURES,SALVAGE AND PREP FOR REINSTALLATION ENLARGED RESTROOM PLANS+ RCP + INT ELEVATIONS ,g WIRE HANGER TO 8 A3.00 STRUCTURE ABOVE MAX. TYP 03 SPREADER BAR MAIN RUNNER `'f \/l� `f l��ji MEN LUST WOMEN Iry YG II ^ .LL r T ii r 11 03 yL II ACT PER RCP 101 101A 102 I Ir I I II n S-11.3 ._ L J,_ L�I U II MEN n 9 COST I11 I r x a - WOMEN II 101 II I 101A II \t t r `\t II 10, 102 ------------- 5: 6 HEIGHT I n ' 2 ��////// PER RCP I� ' � J ATTACHGRIDTOBEAM I �--- -r—_ _-----1 Ot END RETAINING CLIP N F---1 ^yd=�'�. M/WH\ i I WALL ABBY =7_=I 0. '\ / =L==7 EDGE MOLDING PER PLAN 05 03 EXTEND FRP ABV ACT AS SHWN CL—ACT—WALL—ACT—WALL TYP 16 ENLARGED RESTROOM RESTROOM RCP ENLARGED RESTROOM DEMO PLAN CASEWORK DEPTH PER INT ELEV Scale:3"=V-0" Scale:1l4"=1'-0" Scale:1hr=V-0" F.O.GWB WALL ABBY I BACKSPLASH SINKIFAUCET 1" issue d PER MECH - 5'-0'MIN 2-8" EQ EQ 5'-0'MIN BID SET 24 MAR 25 EQ EQ I, LEQ EQ a - INSTALL NEW FIXTURES AT ---7-�--- LL EXISTING LOCATIONS,TYP revision O w O6 BFU U PROVIDE KNEE I BFWC WC WC BFWC PROTECTION AT 1 r l r l r l r l DRAIN,SEE MECH w MEN 5113 CUST WOMEN City of Arlington ---------- I MEN I I CUST I I WOMEN I I23 11 ( ( I E I I 101A I I 102 I I 101 (EOFD 101A (E)FD 102 Building Department I I I I I I I I F. FIN FACE 06 - MIN- 2 6 --- APPROVED I I I I I I I 'MAX TYP 14 24"MIN 3 I I I I I I I TYP 5 A3.00 3 9 A3.00 7 L, L L, L, Kevin Olander-04/18/2025 No changes authorized unless approved by � ` the BuildingOfficial OMIT TOE KICK AT SINK BASE PTD RUBBER BASE WATER HEATER BELOW draw n BASE CASEWORK SECTION ENLARGED RESTROOM DEMO RCP ENLARGED RESTROOM PLAN �heel�ed_ __n Scale:114'=1'-0" Style:1 112"=1'-0" Scale:1l4' r etORIGINALSHEET IS 30"x42"copyright 20253.00 all rights reserved KEY PLAN McGRANAHAN PORTABLE PORTABLE 6 FINISHED FLOOR(FF) FINISHED 23'-11" 4'-7"+;- 4'-8"H- 4'-7"+l- FLOOR(FF) S 7 ® S-3 5-0"+l- 23'-10" 21010093 REGISTERED _ - --- 71, ---- ❑ 5-11 ARCHITECT 112 MAX SLOPE m I S9 •a '._ _ DN N DIO RA 8.33 I I SATE OF WASHINGTON U 112 MAX SLOPE UUUUI 8.33% - I IS2 I — — S-6 _ _ 24'-4" r�i CONCRETE PAVING2a 0" 15' 0' FINISHED LANDING AT -0" P FINISHED OVERHANG E WOOD BOTTOM OF RAMP ()6'-0SURFACES(FS) 24-0. HANDRAIL EXTENSION UNO SURFACE FS ABOVE POSTTYP.SEE DETAIL ( )71 1 eNORT1T (E)WOOD POST OVERHANG ABOVE A702 HANDRAIL EXTENSION UNO A7.02 GENERAL NOTES 1. DEMO AND REMOVE EXISTING RAMPS m RAMP S6 ENLARGED PLAN o m RAMP S5 ENLARGED PLAN 2. DEMO AND REMOVE EXISTING HAND RAILING ATTACHED TO BUILDING Scale:1/4"=V-0" 0 Sale:1l4"=V-0" 3. ALL NEW RAMPS ARE PREFABRICATED ALUMINUM RAMPS PORTABLE 4 PORTABLE 3 19' 11" 6' N" a 9' T-4" 5'-9'+l- FINISHED FLOOR(FF) FINISHED FLOOR(FF) (CONFIRM WITH CIVIL ENGINEER) I I � I 1:12 MAX SLOPE project_ � I I SVLC MISC IMPROVEMENTS - It I 11 11 client _ ARLINGTON PUBLIC SCHOOLS v I (N)WOOD POST 3'-2, 20_p^ 15 0^ 2a-10" a'0�� location_ P 4 OVERHANG ABOVE (2)T@1"EA-1'10" FINISHED SURFACE(FS) ARLINGTON,WA LEGEND HANDRAIL EXTENSION UNO A7,01 SHOWN DASHED fi (E)WOOD POST A7.01 OVERHANG ABOVE Project No.2416.200 STAIRS & RAMP RAMP S4 ENLARGED PLAN STAIR S3.2 ENLARGED PLAN O/COMPACTED SANG LANDI G ENLARGED Sale:114"=V-V 4 Sala:1/'r=r-0' 6 PLANS PORTABLE 3 FINISHED FLOOR(FF) PORTABLE 2 25' 6" 13' 1"+I 5'-9"+/- 3'-8' �FINISHED FLOOR FF I I ------------ .. II7bN ""', 1:12 MAX SLOPEDINII1 I8.33% �ll—at8.33JIL (E)WOOD POST 24'-0" 2" 15' 0" 1r 24'-6" 24'_0^ 6-0 3-11 1'-0'TYP -0" P HANDRAIL EXTENSION LND OVABOVE E (E)WOOD HANDRAIL EXTENSION UNO OVERHANG ABOVE ABOVE POST 3 A7.01 2 A7.01 m RAMP S3.1 ENLARGED PLAN RAMP S2 ENLARGED PLAN J) Scale:1/4"=V-0" J Scale:1/4'=V-0" issued_ BID SET 24 MAR 25 PORTABLE 1 PORTABLE S-1 FINISHED FINISHED FLOOR(FF) FLOOR(FF) 6-0' HANDRAIL EXTENSION UNO revision_ I I I I DN 8.33 z. % ' .fix, - DN I I � City of Arlington Building Department APPROVED L OVERHANG (N)WOOD FINISHED SURFACE -- --- — Kevin 01ander— 04/18/2025 ABOVE POST (N)WOOD POST s'-a^ No changes authorized unless approved by 5'-r 6'-a' 24%0' r T9P 2)T@1"EA=1'1o" 2^ 2. the Building Official r HANDRAIL EXTENSION UNO 5 draw n 1 A7.01 - A7.01 OVERHANG ABOVE TYP checked_ RAMP S1.1 ENLARGED PLAN �,,� m STAIR S1.2 ENLARGED PLAN ORIGINAL SHEET IS 30"x42" Scala:1/4"=1'-0" L Scale:1/4'=V-0" r1A heetcopyright 2025 4.00 all rights reserved KEY PLAN McGRANAHAN S-3 21010093 REGISTERED - 1 11 ARCHITECT S-9 S-1 DIO RA S ATE OF WASHINGTON 5-10 S-6 S-0 S-2 PROJECT GENERAL NOTES 21'-8" 1. DEMO AND REMOVE EXISTING RAMPS PORTABLE 11 2 DEO AND BUILDING REMOVE EXISTING HAND RAILING ATTACHED TO 9'-11" 9-11, 2'-0" 3. ALL NEW RAMPS ARE PREFABRICATED ALUMINUM RAMPS FINISHED SURFACE l l (FS) I I I I = I I I I I I I I OVERHANG L _ _______ISH_J FINED FLOOR FF ABOVE (N)WOOD POST ^ro 1:12 MAX SLOPE 8.33% DN 2r 0" S'-°• 2'-5^ -10^1W project_ EXTENSION UNO SVLC MISC IMPROVEMENTS AT.02 client_ ARLINGTON PUBLIC SCHOOLS m PORTABLE 11 RAMP PLAN Scale:1/4"=1'-W I o c a t ion_ LEGEND ARLINGTON,WA Project No,2416.200 PORTABLE 10 STAIRS & RAMP PORTABLE 9 � a Of COMPACTED SUIBGRADED LANDINGNG ENLARGED PLANS FINISHED FLOOR(FF) FINISHED FLOOR(FF) 2"TY 4'-11"+1- 2" 5'-4^+l- I I I l rfb r�N 1:12 MAX SLOPE ^? 1:12 MAX SLOPE 7c IIJJ�� 8.33% - DN 8AXS I I I l I - I - J 4'-1" 6-0• 24'-(r g! p• 24' 0' 8 1'-0'TYP AT.02 HANDRAIL EXTENSION LINO 1 TYP FINISHED (E)WOOD POST 5 HANDRAIL EXTENSION UNO SURFACE(FS) (E)WOOD POST A702 OVERHANG ABOVE FINISHED SURFACE(FS) RAMP S10 ENLARGED PLAN 4 RAMP S9 ENLARGED PLAN 3 Scale:114"=1'-0' Scale:1/4"=1'-0' issued_ FINISHED FLOOR(FF) PORTABLE 8 FINISHED FLOOR(FF) PORTABLE 7 BID SET 24 MAR 25 2'TYP 6-5"+/_ 25'_5" revisioniDN 1:12 MAX SLOPE •1�� ' DN 8.33% .. I I 4 e (E)WOOD POST 24'-0" FINISHED 1-0"TMp 1L1 g.0" (E)WOOD POST Cityof Arlington SURFACE(FS) HANDRAIL EXTENSION UNO 24'-0" Building Department AT.02 OVERHANG ABOVE 3 P APPROVED FINISHED TYP AT pp HANDRAIL EXTENSION UNO SURFACE(PS) Kevin Olander-04/18/2025 dra RAMP S8 ENLARGED PLAN r RAMP S7 ENLARGED PLAN No changes authorized unless approved by Scale:114"=1'-0" scale:1/4^=1'-0" 1 the Building Official checked_ sheet ORIGINALSHEET IS 30"x42" copyright 2025 A4.01 all rights reserved KEY PLAN McGRANAHAN S-7 S-5 S-3 )s D§ DS DS 21010093 REGISTERED ® ARCHITECT S1 DIO RA S ATE OF WASHINGTON 5-10 S-8 PROJECT ' NORM a0- lRIDGE ROOF PLAN GENERAL NOTES RIDGE 1. REROOF PORTABLE S-1,BA,S-9,g S-11 ao 2. REROOFING ASSEMBLY FOR PORTABLES: 1.COMPOSITE SHINGLES �J 2.)01 UNDERLAYMENT PER MANUFACTURER 3.)0/(E)SHEATHING 3. REMOVE AND REPLACE DOWNSPOUTS AND GUTTERS WITH NEW PREFIN BHT MTL GUTTERS AND DOWNSPROUTS 4 D ' O' REROOF - - - - - - - - i _ _ _ _ _ _ S � S (E)GUTTERS TO BE REMOVED AND S REPLACED ALL � (E)GUTTERS TO A REROOF AROUND = REMOVED AND REPLACED ALL AROUND (E)GUTTERS TO BE NEW PREFIN SHT MTL (N)GUTTERS ;, NEW PREFIN BHT MTL REMOVED AND GUTTERAND IN)GUTTERS GUTTER AND REPLACED DOWNSPROUTS ROOF CANOPY-TYPE2, DOWNSPROUTS ______ - -----11 REROOF 19 4 SEE STRUCT 7L9-----6 9 6 9 7 project_ SVLC MISC IMPROVEMENTS 4' 8" client_ ARLINGTON PUBLIC SCHOOLS location_ LEGEND ARLINGTON,WA RE-ROOF EXISTING PORTABLE ROOF-ASPHALT SHINGLE Project No.2416.200 NEW CANOPY ROOFING-ASPHALT SHINGLES ROOF PLANS P-9 ROOF PLAN ^/ P-4 ROOF PLAN �� — RGGFSLOPE Scale:1/4"=V-0" ` Scale:1/4"=V-0" O SHEET METAL DOWNAPOUT DS O O a RIDGE --o O 0 m .. REROOFING' 1 F< AB.00 - issued_ REROOF ..n,P. BID SET 24 MAR 25 �., NEW PREFIN BHT MTL a GUTTERAND _ NEW PREFIN SHT MTL D 5 DOWNSPROUTS - - - - - - _ _ _ GUTTER AND .. - - - DOWNSPROUTS A6.00 - f S T T DS revision_ TYP (E)GUTTERS TO BE (E)GUTTERS TO BE (E)GUTTERS TO BE REMOVED AND REPLACED REMOVED AND REPLACED REMOVED AND REPLACED = ALL AROUND ALL AROUND (E)GLITTERS TO BE i- ALL AROUND o o REMOVED AND REPLACED 4 r� i i ALL AROUND � ROOF CANOPY-TYPE 1, A6 00 SEE STRUCT ROOF CANOPY- (N)GUTTERS (N)GUTTERS TYPE1,SEE ja _. i. - -. - _____�i __--__- arty�fArlmgton BTRDDT 0 , Building Department ROOF CANOPY- ROOF CANOPY- 17" 11' fN,GUTTER 11"I 2 TYP 111" TYPE I,SEESTRUCT TYPE I,SEE STRUCT 6'-0" T-2" APPROVED 6 A6.00 4'-10" A6.00 8'-0" T-10" ,-,D• Kevin Olander-04/18/2025 No changes authorized unless approved by the Building Official dra heclIed- P-11 ROOF PLAN P-1 ROOF PLAN Style:il4"=1'-0" Scale:1/4"=V-0" s h e e t ORIGINALSHEET IS 30" X42" 00 copyright 2025 A5 all rights reserved McGRANAHAN 21010093 REGISTERED City of Arlington ARCHITECT Building Department APPROVED DIO RA S ATE OF WASHINGTON Kevin Olander-04/18/2025 No changes authorized unless approved by the Building Official FRP J-TRIM RESILIENT COVE BASE project_ SVLC MISC IMPROVEMENTS I client_ ARLINGTON PUBLIC SCHOOLS location_ COVEDBASE R ARLINGTON,WA Scale:6"=1'-0" `+ Project No.2416.200 _____________________ DETAILS MATCH EXIST WALL ASSY PER PLAN I I IIII 1" nu FASCIA PER STRUCT PREMANUFACTURED STAIR I RAMP ASSY PLYWD FASCIA,EXTEND TO SLOPE TO RAMP UIS OF DECK-PAINT NEW CONC PAVING ' PLYWD SOFFIT-PAINT BEAM PER STRICT M1 L __ - -a 2X BLOCKING DOOR PER SCHED EXIST ASPHA 2 AMATCH EXIST SEE A6.00 FOR CALLOUTS IN COMMON U DOOR JAMB DETAIL �� CONCRETE TO RAMP DETAIL �� RF—RAKE TYP1 Scale:3"=1'-0' Scale:3"=1'-0" V Scale:3"=T-0" MATCH EXIST 0'-6"MIN MATCH EXIST I I FLASHING CLIPS AT 24"O.C. EXTEND ROOF UNDERLAYMENT LAP UNDERLAYM ENT OVER ICE 01 SHT MTL FLASHING AS SHWN AND WATER SHIELD&EXTEND PREFIN SHT MTL FLASHING FACE OF(E)ROOF SHEATHING PAST AS SHOWN LAP ICE AND WATER SHIELD issued_ 4' OVER VALLEY MTL AS SHOWN BID SET 24 MAR 25 18GA X 112"PREFIN SHT MTL 36"W P TL VALLEY FLASHING GUTTER STRAP T-0"O.C.W/118" "--- ——————————— — --————-- COLOR 30G DABS SCREWS PRE FIN SHT MTL DRIP VALLEY LINER-ADDL LAYER OF EDGE 0/CONT CLEAT- ICE AND WATER SHIELD CONT ATTACH @ 4"O.C. UNDER VALLEY MTL RUN revision_ STAGGERED PARALEL TO VALLEY SLOPE GUTTER BRACKETS SHALL BE l SECURE ROOF FASTENED WITH(2)#10 SS SET SHINGLE IN SEALANT PER PANCAKE HEAD SCREWS MEMBRANE W/114 SS 4" MFR REQUIREMENTS,TYP X 1-1I2"FASTENERS @ 12"O.C. 10"CLR 4"K-STYLE PREFIN SHT MTL _ 1" GUTTER CONT CLEAT-ATTACH WI SIMPLEX NAILS @8"O.C. 4"D PREFIN SHT MTL GUTTERF� (; GUTTER OUTLET WI LEAF FASCIA PER STRUCT,TYP SCREEN FACE OF(E)FASCIA JOIST BEYOND PER STRUCT,TYP IDS BEYOND BEAM PER STRUCT,TYP 3 FACE OF(E)FASCIA SEE A6.00 FACE OF(E)ROOF SHEATHING d r a w n FOR CALLOUTS IN COMMON RF—GUTTER TYP1 RF—GUTTER TYP RF—RAKE TYP RF—VALLEY TYI hee ed_ Scale:3"=1'-w Scale:3"=1'-w J Scale:3"=V-0" L Scale:1 112"=1'-0" heet_ ORIGINAL SHEET IS 30"x42" Copyright 2025 - A6.00 all rights reserved GENERALNOTES CARPENTRY: SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS.ANY DISCREPANCIES NAILS: CONNECTION DESIGNS ARE BASED ON NAILS WITH THE FOLLOWING PROPERTIES: PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION FOUND AMONG THE DRAWINGS,THE SPECIFICATIONS,THESE GENERAL NOTES AND THE SITE CONDITIONS AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SHALL BE REPORTED TO THE ARCHITECT,WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.ANY WORK SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE/SPECIAL DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE PENNYWEIGHT DIAMETER(INCHES) LENGTH(INCHES) INSPECTION SECTION: GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN 8d 0.131 2-1/2 DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL 10d 0.148 3 STATEMENT OF SPECIAL INSPECTIONS: MCG RAN AH A N STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE 16d 0.148 3-1/4 SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR.THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO 20d 0.192 4 SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND 1705 AND AS NOTED HEREIN. JOB SITE SAFETY;ERECTION MEANS,METHODS,AND SEQUENCES;TEMPORARY SHORING,FORMWORK, ALL NAILS AND STAPLES SHALL CONFORM TO ASTM F1667 INCLUDING SUPPLEMENT 1. BRACING;USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS STRUCTURAL VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO.37-14"DESIGN LOADS ON FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY SYSTEM Pw STRUCTURES DURING CONSTRUCTION" BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS. WOOD FRAMING DIAPHRAGM NAILING X SPECIAL INSPECTION NOT REQUIRED IBC 1705.5,1705.12.1,1705.13.2 CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN FASTENER TYPE DIAMETER LENGTH FOR FASTENER SPACING>4"O.C. ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. (INCHES) (INCHES) NAILING,BOLTING,AND ANCHORAGE OF IBC 1705.12.1,1705.13.2 STANDARDS 8d COMMON WIRE 0.131 2-1/2 COMPONENTS THAT ARE PART OF DRAG STRUTS, X ALL METHODS,MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2021 INTERNATIONAL BUILDING CODE 8d"HOT DIPPED GALV.BOX" 0.113 2-1/2 BRACES AND HOLD-DOWNS THAT ARE PART OF THE (IBC)AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. 10d COMMON WIRE 0.148 3 SEISMIC RESISTING SYSTEM CONTRACT DRAWINGS/DIMENSIONS 10d"HOT DIPPED GALV.BOX" 0.128 3 TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM.REPORTS SHALL ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER WOOD SHEATHING(STRUCTURAL): SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY.SHEATHING ON BE DISTRIBUTED TO OWNER,CONTRACTOR,BUILDING OFFICIAL,ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS.REPORT DIMENSIONAL OMISSIONS OR FLOOR AND WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD(OSB). PLYWOOD SHEATHING SHALL BE STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.6. DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL,MECHANICAL,ELECTRICAL OR CIVIL 5-PLY MINIMUM WHERE INDICATED AS PERFORMANCE CATEGORY 3/4"OR THICKER. WOOD SHEATHING SHALL BE STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. "STRUCTURAL I"CONFORMING TO PS1-19 AND/OR PS2-18. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS:ROOF FRAMING AT 32"O.C. » PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY (48/24);ROOF FRAMING AT 24"O.C.(32/16);WALLS(32116);FLOORS(48/24)ALL WOOD SHEATHED WALLS SHALL BE STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF BLOCKED AT ALL PANEL EDGES UNLESS NOTED OTHERWISE. STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED,SUCH AS WALL » REVIEW OF TESTING AND INSPECTION REPORTS. CONFIGURATIONS,INCLUDING EXACT DOOR AND WINDOW LOCATIONS,ALCOVES,SLAB SLOPES AND DEPRESSIONS, FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST » REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. CURBS,ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING LUMBER INSPECTION BUREAU(WCLIB),WESTERN WOOD PRODUCTS ASSOCIATION(WWPA),OR OTHER AGENCY SECTIONS.STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE(ALSC)TO GRADE UNDER ALSC CERTIFIED ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL GRADING RULES. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE SPECIES AND GRADE (BASE DESIGN VALUE) STATEMENT OF SPECIAL INSPECTION. DESIGN CRITERIA 1. 6x BEAMS AND HEADERS. "DOUG FIR-LARCH"NO.1(Fb=1350 PSI,Fv=170 PSI) 2. 2x TO JOISTS, 15S AND HEADERS. "DOUG FIR-LARCH"N0.2(Fb=900 PSI,Fv=180 PSI)OR"HEM-FIR" (F N0.1(Fb=975 PSI,,Fv Fv=150 PSI) ABBREVIATION LIST VERTICAL LOADS 3. 6x POSTS AND COLUMNS. "DOUG FIR-LARCH"NO.1(Fc=1000 PSI) DESIGN DEAD PARTITION CONCENTRATED 4. EXTERIOR STUDS,INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR-LARCH"NO.2 (Fb=900 PSI, ® AT E.F. EACH FACE MI56. MI5CELLANEOU5 aFCS AREA LOAD LIVE LOAD LOAD LOADS Fc=1350 PSI)OR"HEM-FIR"NO.1(Fb=975 PSI,Fc=1350 PSI). Structural Solutions 5. INTERIOR NON-BEARING STUD WALLS. "DOUG FIR-LARCH"NO.2(Fb=900 PSI.Fc=1350 PSI)OR"HEM-FIR" A.B. ANCHOR BOLT EL. ELEVATION MTL METAL Seattle I Tacoma I Portland ROOF 1 15 PSF I 25 PSF 1 1 300# NO.1(Fb=975 PSI,Fc=1350 PSI) www.pcs-structural.com 6. 2x&3x T&G DECKING: "DOUG FIR-LARCH"COMMERCIAL(Fb=1450 PSI,E=1700 KSI) ADV'L ADDITIONAL ELEV. ELEVATOR N.F. NEAR FACE SNOW:(MINIMUM ROOF SNOW LOAD=25 PSF) 7. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. "DOUG FIR-LARCH"NO.2 (Fb=900 PSI, A.F.F. ABOVE FINISH FLOOR ENGR ENGINEER N.5. NEAR SIDE P -17 PSF=GROUND SNOW LOAD Fc=1350 PSI),OR"HEM-FIR"NO.1(Fb=975 PSI,Fc=1350 PSI). 9- 8. UTILITY&STANDARD GRADES NOT PERMITTED. ALT. ALTERNATE E0. EQUAL NT5 NOT TO 50ALE Pf=0.7CeCtIsPg=FLAT ROOF SNOW LOAD ARCH ARCHITECTURAL E.N. EACH WAY O.G. ON CENTER ¢FT MA . . . Ps=CsPf=SLOPED ROOF SNOW LOAD PRESERVATIVE TREATED WOOD REQUIREMENTS: or Is=1.1,Ce=1.0,Ct=1.0,Cs=VARIES BLD'G BUILDING EXP. EXPAN51ON OPN'6 OPENING z TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED: LATERAL FORCES BLK'& BLOCKING EXT. EXTERIOR OPP. OPP05ITE J PRESERVATIVE CONNECTORS& D 33519 �w APPLICATION SPECIFIED MATERIAL TREATMENT(1) FASTENERS(2)(3) BM BEAM FDN FOUNDATION P.A.F. POWDER ACTUATED FASTENER Fs 0 L `_� LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO SHEAR WALLS. LOADS oNAL E ARE THEN TRANSFERRED TO FOUNDATION BY SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS FOUNDATION SILL PLATES, 2x,4x,6x(FIR),OR SBX GALV(G60) B.O.F. BOTTOM OF FOOTING F.F. FAR FACE PERP. PERPENDICULAR RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD > TOP PLATES&LEDGERS ON GLULAM(SP) LOAD OF THE STRUCTURE. o CONCRETE OR MASONRY ACQ,CBA,CA GALV(G185) BOT. BOTTOM FLR FLOOR It PLATE LU WALLS(4) WIND: BRB BUCKLING RESTRAINED BRACE F.O.M. FACE OF MA50NRY P.P. PARTIAL PENETRATION O FRAMING,DECKING, 2x,&4x(FIR) ACQ,CBA,CA GALV(G185) a POSTS&LEDGERS BRG BEARING F.O.S. FACE OF STUD P.P.T. PRESERVATIVE PRESSURE TREATED THE BUILDING MEETS THE CRITERIA TO USE THE"ENCLOSED,PARTIALLY ENCLOSED,AND OPEN BUILDING OF ALL w w 2x,&4x(CEDAR) NONE GALV(G90) project_ HEIGHTS PROCEDURE"PER ASCE 7-16. � BEAMS&COLUMNS 6x(FIR),OR GLULAM(SP) JACQ,CBA,CA I GALV(G185) BTWN BETWEEN FRM'& FRAMING P.5.F. POUNDS PER SQUARE FOOT SVLC MISC IMPROVEMENTS EXPOSURE CATEGORY=B 6x OR GLULAM(CEDAR) INONE I GALV(G90) B.U. BUILT UP F.R.T. FIRE RETARDANT TREATED P5L PARALLAM client BASIC WIND SPEED,(3 SEC.GUST),VOLT=105 MPH;VASD=80 MPH (G= ) CAMBER F.S. FAR SIDE P.T. POST TENSION ARLINGTON PUBLIC SCHOOLS RISK CATEGORY PER IBC TABLE 1604.5=III 1. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED FIR:DOUG-FIR OR HEM-FIR -TOPOGRAPHIC FACTOR Kzr=1.0 SBX: DOT SODIUM BORATE SP:SOUTHERN PINE CANT. CANTILEVER FT& FOOTING PW. PLYWOOD I o c a t i o n_ -INTERNAL PRESSURE COEFFICIENT(ENCLOSED)=±0.18 ACID:ALKALINE COPPER QUAT ARLINGTON,WA CBA&CA: COPPER AZOLE 61`5 GOLD-FORMED STEEL GA. GAGE/GAUGE REINF. REINFORCEMENT 2. CONNECTORS: JOIST HANGERS,STRAPS,FRAMING CONNECTORS,COLUMN CAPS AND BASES,ETC. G.J. CONTROL/rON5TRUCTION JOINT GALV. GALVANIZED REO'D REQUIRED SEISMIC:(ASCE 7-16)V=CSW FASTENERS: MACHINE BOLTS,ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS AND CENTERLINE GL. GLULAM 5CHED. 5CHEDULE Project No.2416.200 WHERE Cs= SDs WITH NUTS. NAILS,SPIKES,WOOD SCREWS,ETC. CLR. CLEARANCE 6R. GRADE 50L 5TRUGTURAL COMPO5ITE LUMBER GENERAL NOTES 7R (Ie) 3. G60,G90&G185 PER ASTM A653 FOR COLD-FORMED STEEL CONNECTORS. BATCH/POST HOT-DIP GLT CRO55-LAMINATED TIMBER 6WB GYPSUM WALL BOARD 5HT'6 SHEATHING Cs MINIMUM=0.044 SDSIE 2 0.01 GALVANIZED PER ASTM A123 FOR CONNECTORS AND ASTM A153 STRUCTURAL STEEL CONNECTORS. OR HOT-DIP GALVANIZED PER ASTM A153 FOR FASTENERS OR MECHANICALLY GALVANIZED FASTENERS PER GMU CONCRETE MA50NRY UNIT HDR HEADER 5IM. SIMILAR Cs MINIMUM= 0.5S1 FOR S1 >0.6g ASTM B695,CLASS 55 OR GREATER. R COL. COLUMN HGR HANGER 5.0.6. SLAB ON GRADE Ie 4. AT CONTRACTORS OPTION,LEDGERS AND TOP PLATES A MINIMUM OF 8 FEET ABOVE GRADE ON CONCRETE GONG. CONCRETE HORIZ. HORIZONTAL 50. SQUARE SD1 OR MASONRY WALLS MAY BE UN-TREATED IF COMPLETELY SEPARATED FROM THE WALL BY A SELF Cs MAXIMUM= T(-!R e)FOR T 5 TL ADHERING ICE&WATER SHIELD BARRIER(40 MIL MINIMUM). CONN. CONNECTION H55 HOLLOW 5TRUGTURAL 5EGTION 5TO STANDARD OR SD1TL GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR MORE,AS OTHERWISE CON5T. CON5TRUCTION HT HEIGHT STIFF. STIFFENER Cs MAXIMUM= R SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH 1K(Ie)FORT>TL CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE GONT. CONTINUOUS INT. INTERIOR STL STEEL TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% CONTR. CONTRACTOR J5T JOIST STRUCT. 5TRUGTURAL SEISMIC IMPORTANCE FACTOR,Ie=1.25 SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32"TO A RISK CATEGORY OF BUILDING PER IBC TABLE 1604.5=III MAXIMUM OF 1/16"LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS,NUTS AND COORD. COORDINATE JT JOINT TSB TOP 4 BOTTOM SPECTRAL RESPONSE ACCELERATIONS Ss=1.030&S1=0.368 LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3"x3"x0.229"PLATE WASHER ON ALL ANCHOR BOLTS SITE CLASS PER TABLE 20.3-1= D(DEFAULT) WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS,EXCEPT AS G.P. COMPLETE PENETRATION L ANGLE Td 6 TONGUE AND GROOVE DESIGN SPECTRAL RESPONSE ACCELERATIONS SDs=0.824&SD1=0.552 ALLOWED BY IBC SECTIONS 2308.4.2.4,2308.5.9,2308.5.10 AND 2308.7.4 OR AS RESTRICTED BY PLANS OR DETAILS, CTR'D CENTERED L.F.R.5. LATERAL FORGE-RE5I5TIN6 SYSTEM THR'D THREADED SEISMIC DESIGN CATEGORY=D OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN W=EFFECTIVE SEISMIC WEIGHT OF BUILDING=1350 LBS(TYPE 1),1800 LBS(TYPE2) THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. G.Y. CUBIC YARD L.L. LIVE LOAD T.O.F. TOP OF FOOTING ANALYSIS PROCEDURE USED=EQUIVALENT LATERAL FORCE PROCEDURE FRAMING CONNECTORS: SHALL CONFORM TO CURRENT EVALUATION REPORT AND BE MANUFACTURED BY DEL. DOUBLE LLH LONG LE6 HORIZONTAL T.O.5. TOP OF STEEL LIGHT FRAME SHEAR WALLS WITH RATED SHEATHHINGIND SEISMIC FORCE-RESISTING SYSTEM PER TABLE : SIMPSON STRONG-TIE COMPANY,SAN LEANDRO,CA.,OR PRE-APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND RESPONSE MODIFICATION FACTOR,R=6.5 QUANTITY OF NAILS OR BOLTS PER MANUFACTURER,EXCEPT AS NOTED OTHERWISE.PROVIDE LEAD HOLES AS DGW DEMAND CRITICAL WELD LLV LONG LE&VERTICAL TRT'D TREATED _ REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS.REFER TO PRESERVATIVE TREATED WOOD OVERSTRENGTH FACTOR,Q=3 D.F. DOU6LA5 FIR LOG. LOCATION TYP. TYPICAL Z DEFLECTION AMPLIFICATION FACTOR,Cd=5 REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND o Cs=0.158(ULTIMATE) FASTENERS. VIA.OR m DIAMETER L5L LAMINATED STRAND LUMBER U.N.O. UNLE55 NOTED OTHERWISE DESIGN BASE SHEAR V=215 LBS(TYPE 1),285 LBS(TYPE 2) DIAG. DIAGONAL LVL LAMINATED VENEER LUMBER U.T. ULTRA50NIC TESTED REDUNDANCY FACTOR PER 12.3.4,P=1.0 MISCELLANEOUS: 2 PRE-APPROVED SUBSTITUTIONS: SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS DIM. DIMENSION MAX. MAXIMUM VERT. VERTICAL PIPES,DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE SHALL CONFORM TO OF THESE GENERAL NOTES AND THE SPECIFICATIONS,AND IF COMPLETE WRITTEN ENGINEERING DATA FOR D.L. DEAD LOAD M.B. MACHINE BOLT W/ WITH 0 SHEET METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION,INC.PUBLICATION"SEISMIC EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS °- PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE DWG DRAWING MEGH. MECHANICAL W.P. WORK POINT RESTRAINT MANUAL:GUIDELINES FOR MECHANICAL SYSTEMS".SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. BASIS BY YEAR,AUTHORITY FOR STRESSES AND STRESS INCREASES,IF ANY,AND AMOUNT OF EXPECTED a DWL DOWEL MEZZ. MEZZANINE WT WEIGHT w DEFLECTION FOR FLEXURAL MEMBERS UNDER(1)TOTAL LOAD AND(2)LIVE LOAD ONLY. ALL INCREASED COSTS o FOUNDATION DESIGN CRITERIA IN MECHANICAL,SPRINKLER,ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR (E) EXISTING MFR MANUFACTURER W.W.R. WELDED WIRE REINFORCING ai STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. ALLOWABLE SOIL BEARING PRESSURE:1500 PSF(ASSUMED)* EA. EACH MIN. MINIMUM issue c BID SET 21 MAR 25 T PASSIVE RESISTANCE:200 PCF(INCLUDES F.O.S.>-1.5)(ASSUMED) COEFFICIENT OF FRICTION:.35(INCLUDES F.O.S.>-1.5)(ASSUMED) N *1/3INCREASE ALLOWED FOR SEISMIC OR WIND LOADING 04 City of Arlington ALL FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED EARTH OR"STRUCTURAL BACKFILL". NATIVE EARTH BEARING Building Department r e v s o n_ SHALL BE SURFACE COMPACTED.AREAS OVER-EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE(Pc= g p 2000 PSI)OR"STRUCTURAL BACKFILL".AREAS DESIGNATED"STRUCTURAL BACKFILL"SHALL BE FILLED WITH APPROVED mAPPROVED WELL-GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4". FROZEN SOIL,ORGANIC MATERIAL Above ground pier Kevin Olander-04/18/2025 o AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95%OF ITS MAXIMUM DENSITY AS block type post bases CL DETERMINED BY ASTM D1557. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID not allowed E DAMAGE TO BURIED LINES,TANKS,AND OTHER CONCEALED ITEMS. UPON DISCOVERY,DO NOT PROCEED WITH No changes authorized unless approved by WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE the Building Official n OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO N PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER-SOFTENED FOOTINGS. u, d a 0 drawn_ �I STRUCTURAL DRAWING INDEX RSC U SHEET NUMBER SHEET DESCRIPTION 51.01 GENERAL NOTES checked N S2.01 STRUCTURAL PLANS AND DETAILS BAM Grand total:2 0 3 sheet_ 04 u) o ORIGINAL SHEET IS 30"z 42" o N copyright 2025 g o N all rights reserved 07 McGRANAHAN "I TYP. 52.01 2xb ROOF J5T5 e lb"O.G. 2x4 ROOF TYP. i J5T5 e lb"O.G. 52.m1 6 TYP. s2.m1 6 TYP. s2.m1 ------------- ---------- - -A------- -- 2xb GEILIN6 2xb GEILIN6 ---- ---- -- ------- -- --------- -- J5T5 e 16"O.G. J5T5 e W,O.G. 52 — --- ---- x ---- ---- -- -- 4------ ,— ----- — —� F 4 v TYP. v m 52.m1 TYP. 3 ---- ----T ---------r—r------ T-- S2.m1 SIMPSON ---- --------- ---------------------- 4x4 POST TYP. EGGLQ-5D52.5 r— , r �IMP50N 4x4 P05T TYP. P05T GAP TYP. I 4xb I I EGGLQ-5D52.5 POST GAP TYP. 4xb 4xb I d 16"50.PREGA5T GONG/GMU 111111IMMS s2 1 PIER BLOCK FT6 W/LT 6A 5TL 5 5IMP50N 6GQ-5052.5 Ib"50.PRE6A5T GONG/GMU Structural Solutions HARDWARE.PLACE BOTT OF s2.ml P05T GAP PIER BLOCK FT6 W/LT 6A 5TL Seattle I Tacoma I Portland I a'-m"MAX. FTC,b"BELOW SURROUNDING EQ. EQ. HARDWARE.PLACE BOTT OF www.pcs-structuralxom GRADE FT6 6"BELOW 5URROUNDIN6 NOTES. 14'-0"MAX GRADE I. PROVIDE N/32"PH DECKING ON ROOF.NAIL W/Sd®b"O.G.AT SUPPORTED E06E5 AND Sd e 12"O.G. NOTES' AT INTERMEDIATE FRAMING. 1. PROVIDE 19/32"PH DEGKIN6 ON ROOF.NAIL W/bd a 6"O.G.AT 5UPPORTED E06E5 AND 8d e 12"O.G. ¢FT MA 2. ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED.ALL GUT EN05 SHALL BE FIELD TREATED. AT INTERMEDIATE FRAMING. o 3. FOR GONFI6URATION AT 5PEGIFIG LOCATION,5EE ARCH.PLANS. TYPE 1 CANOPY OGGUR5 IN TWO 2. ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED.ALL GUT EN05 SHALL BE FIELD TREATED. z LOGATION5 AT PORTABLE I AND TWO LOGATION5 AT PORTABLE 11. 3. FOR GONFI6URATION AT 5PEGIFIG LOCATION,5EE ARCH.PLANS. TYPE 1 CANOPY OGGUR5 IN TWO 4. RAMP/STAIR GONFI6URATION SHOWN I5 NOT 5PEGIFIG TO EACH LOCATION.FOR INFORMATION AT LOGATION5 AT PORTABLE I AND TWO LOGATION5 AT PORTABLE 11. Cy,�6ts 5PEGIFIG LOGATION5,5EE ARCH. 4. RAMP/STAIR GONFI6URATION SHOWN I5 NOT 5PEGIFIG TO EACH LOCATION.FOR INFORMATION AT TF hRAL �`_� 5PEGIFIG LOGATION5,SEE ARCH. sS oNAL E� 1 STRUCTURAL PLAN - CANOPY TYPE 1 2 STRUCTURAL PLAN - CANOPY TYPE 2 52.m1 1/2" = 1'-0" 5_ 1 1/2" = 1'-0" Pro ject— SVLC MISC IMPROVEMENTS client_ 5IMP50N A34 EA (2)1/4"mx3„ ARLINGTON PUBLIC SCHOOLS PER ARCH PH DEGKIN6 5IMP50N A34 2x4 JOIST 5IDE W/5GREW5 505 50REW5 e EA 5IDE TYP. PH DEGKIN6 TO(E)Ph DEGK EA J5T BR6 2x ROOF J5T5 location ARLINGTON,WA 2x ROOF J5T5- 2x4 FLAT BIRDMOUTH GUT e Ib"O.G. 2x ROOF J5T5 PH DEGKIN6 A5 SHOWN _ PH DEGKIN6 rr-I 1- Project No.2416.200 • • _—— fl u 2xb FASCIA�` w ROOF BEAM STRUCTURAL 15/32 PH W/8d® 5IMP50N H2.5 (E)ROOF PLANS A N D 2xb FA5GIA 2x GL6 55T5 W/5 2x ROOF J5T5 b"O.G.AT ED6E5 TRUSSES 85HT'6 To o 5GREW5 2xb GONT W/ (E)WALL (E)PH DEGKIN6 2xb GONT AT VALLEY DETAILS TO ROOF J5T 4xb EDGE BM 5IMP50N H2.5 BOARD 2xb RIDGE 4xb BEAM 16d e 6"O.G. FRM'6/5HT'6 (E)ROOF EA((E)16RUSSbd ILS AT TRU55 GHOR05 TYPICAL EAVE DETAIL TYPICAL RID6E DETAIL 3 SECTION 4 SECTION s SECTION b SECTION SECTION 52.01 52. 52 1-m" 2 0 0 U j U 2 y N U V N N 3 0 U N I ff — issued c BID SET 21 MAR 25 N ' U N O N revision w — c E 2 E City of Arlington J Building Department APPROVED N Kevin Olander- 04/18/2025 10 No changes authorized unless approved by o the Building Official �I drawn_ BAM U checked_ N BAM O a sheet_ 04 o ' ORIGINAL SHEET IS 30"z42" o N copyright 2025 g o N all rights reserved 07 GENERALNOTES DEMOLITION: MECHANICAL LEGEND 1. ALL WORK PERFORMED SHALL BE DONE IN STRICT ACCORDANCE TO ALL APPLICABLE MECHANICAL,BUILDING,ENERGY,FUEL GAS,AND LOCAL CODES,WITH AMENDMENTS. 1. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN NEW SYSTEMS,EXCEPT WHERE INDICATED AS BEING RELOCATED. SYMBOL DESCRIPTION 2. COORDINATE EQUIPMENT CONNECTIONS WITH MANUFACTURERS'CERTIFIED DRAWINGS. COORDINATE AND PROVIDE DUCT AND PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT 2. CONTRACTOR SHALL REMOVE ALL PIPING AND EQUIPMENT INCLUDING ALL ASSOCIATED O THERMOSTAT McG RA N A H A N CONNECTIONS TO FURNISHED EQUIPMENT.FIELD VERIFY AND COORDINATE DUCT AND PIPING INSULATION,HANGERS,VALVES,WIREMOLD,WIRING,CONTROLS,AND APPURTENANCES DIMENSIONS BEFORE FABRICATION. ASSOCIATED WITH EACH PIECE OF EQUIPMENT. 3. PROVIDE COMMISSIONING FOR MECHANICAL SYSTEMS PER C408 OF THE 2021 WSEC. 3. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL EQUIPMENT AND COMPONENTS Pw REMOVED DURING. 4. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 70 STANDARDS AND LOCAL REQUIREMENTS. 5. ALL FIELD WIRING SHALL REQUIRE AN ELECTRICAL PERMIT AND SHALL BE PERFORMED BY A LICENSED ELECTRICIAN PACKAGED HEAT PUMP SCHEDULE SUPPLY FAN HEATING DATA COOLING DATA ELECTRICAL UNIT NO MFR MODEL LOCATION TOTAL CFM MIN OSA HEAT PUMP NOMINAL WEIGHT STARTERIVFD DISCONNECT REMARKS HP ESP (MBH) ELECTRIC(KW) COP TONS TOTAL MBH SENSIBLE MBH EER FILTERS MCA MOP VOLTS PH (LBS) FURNISHED BY FURNISHED BY HP-1A BARD C30HF-A08ZP4XXR SIDEWALL 900 200 115 0.55 28.2 8 3.3 2.5 31 21.9 11.80 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 HPAB BARD C30HF-A08ZP4XXR SIDEWALL 900 200 115 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 HP-2A BARD C30HF-A08ZP4XXR SIDEWALL 900 400 115 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 HP-213 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 115 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 HP-3A BARD C30HF-A08ZP4XXR SIDEWALL 900 400 115 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 A Gannett Fleming TranSystems Company HP-36 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 1/5 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 6021 12th Street East,Suite 200 HP4A BARD C30HF-A08ZP4XXR SIDEWALL 900 400 115 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 Fife,Washington 98424 HP-413 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 115 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 T:253.922.04461 F:253.922.0896 HP-5A BARD C30HF-A08ZP4XXR SIDEWALL 900 400 1/5 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 dYCHAIs� HP-513 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 1/5 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 Sot wi c� HP-6 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 1/5 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 HP-7 BARD C36HF-A10ZP4DXR SIDEWALL 1100 400 1/3 0.55 32.6 10 3.3 3.0 36.4 26.2 11.7 NOTES 77 70 230 1 564 MFR EC 1,2,3,4,5 HP-8 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 1/5 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 's�dNA1 HP-9 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 115 0.55 28.2 8 3.3 2.5 1 31 1 21.9 1 11.8 NOTES 65 70 230 1 414 MFR I EC 1,2,3,4,5 3/24/2025 1. PROVIDE WITH SINGLE POINT POWER CONNECTION. 2. PROVIDE WITH NEW 7-DAY PROGRAMMABLE THERMOSTAT,BARD MODEL 8403-081. 3. UNIT SHALL INCLUDE 100%ECONOMIZER CAPABILITY(DRY BULB). 4. COOLING CAPACITY RATED AT 95F DB OUTDOOR&80F INDOOR DB,67F INDOOR WB,PER AHRI STANDARDS. 5. HEATING CAPACITY RATED AT 10F DB OUTDOOR,70F DB INDOOR. 6. PROVIDE WITH 2"MERV 13 FILTERS. project_ SVLC MISC IMPROVEMENTS PLUMBING FIXTURE SCHEDULE client_ ARLINGTON SD SYMBOL FIXTURE MOUNTING MANUFACTURER AND MODEL NUMBERS W V HW CW REMARKS location_ ARLINGTON,WA SINK: AMERICAN STANDARD AQUALYN 0476.028 ADA COMPLIANT,PROVIDE WITH EBC INSTITUTIONAL ADA LAVATORY FITTINGS: CHICAGO FAUCETS 3600-E2805AB E E 1 1 " INSULATOR KIT. METERED WITH 0.5 GPM FLOW.PROVIDE P-1 ADA COUNTER SUPPLIES: EBC LAH16-KC ( ) ( ) WITH BRADLEY MODEL 559-4016 TMV AND WALL BRACKET, Project No.2416.200 TRAP: DEARBORN BRASS 17GA W/GROUND JOINT MAXIMUM HOT WATER DELIVERY TEMPERATURE:1057. MECHANICAL LEGEND, SCHEDULES,AND NOTES EXHAUST FAN SCHEDULE UNIT FAN PERFORMANCE CONTROLLED BY OR ELECTRICAL NO MFR. MODEL CONFIGURATION AREA SERVED AMPS CFM EX.S.P. RPM INTERLOCKED WITH WEIGHT VOLTS 0 REMARKS EF-1 BROAN 509 PROPELLER, BOYS BATHROOM 1.8 200 0.20 2500 EXISTING SWITCH 15 115 1 1 WALL MOUNT EF-2 BROAN 509 PROPELLER, GIRLS BATHROOM 1.8 200 0.20 2500 EXISTING SWITCH 15 115 1 1 WALL MOUNT 1.CONNECT TO EXISTING WALL SWITCH. City of Arlington Building Department APPROVED issued_ Kevin Olander-04/18/2025 BID SET 03.20.25 No changes authorized unless approved by the Building Official revision drawn_ DS checked_ JR sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 M . 1 all rights reserved SECTION 20 00 00-GENERAL SECTION 23 05 48-SEISMIC CONTROL NOTE TO CONTRACTOR:ALL SUBMITTALS INDICATED HEREIN SHALL BE MADE TO ENGINEER. A. INCLUDES SEISMIC RESTRAINING OF ALL DUCTWORK,PIPING,AND MECHANICAL EQUIPMENT.SEE ASCE 7-10 FOR McG RA N A H A N 1.01 SUMMARY REQUIREMENTS. A. THIS SECTION INCLUDES THE FOLLOWING MECHANICAL WORK TO COMPLEMENT OTHER DIVISION B. THE FOLLOWING ITEMS SHALL BE SEISMICALLY RESTRAINED OR ANCHORED: 20 SPECIFICATIONS: 1. ALL EQUIPMENT WEIGHING MORE THAN 400 LB. BRACE PER 13.1.4,ASCE 7-10. 1. SECTION 20 00 00-GENERAL 2. ALL EQUIPMENT HAVING A CENTER OF MASS LOCATED MORE THAN 4FT ABOVE THE ADJACENT FLOOR OR ROOF LEVEL. 2. SECTION 23 05 48-VIBRATION AND SEISMIC CONTROL 3. CEILING HUNG MECHANICAL COMPONENTS WEIGHING MORE THAN 20 POUNDS,OR DISTRIBUTION SYSTEMS WEIGHING 3. SECTION 23 05 53-MECHANICAL IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT MORE THAN 5 LB/FT.BRACE PER 13.1.4,ASCE 7-10. 4. SECTION 23 09 00-CONTROLS 4. SEISMIC RESTRAINTS SHALL BE BIDDER-DESIGNED.SEISMIC DESIGN CRITERIA ARE TO BE ESTABLISHED PER THE 5. SECTION 23 34 23-EXHAUST FANS INTERNATIONAL BUILDING CODE AND ASCE 7-10 ALONG WITH PROJECT STRUCTURAL DRAWINGS. 6. SECTION 23 74 00-PACKAGED WALL MOUNT HEAT PUMPS 7. SECTION 23 05 93-AIR SYSTEM TESTING AND BALANCING SECTION 23 05 53-MECHANICAL IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 1.02 GENERAL A. PROVIDE MANUFACTURERS STANDARD PREPRINTED,FLEXIBLE,OR SEMI-RIGID PERMANENT,COLOR-CODED,PLASTIC SHEET PIPE A. ALL INSTALLATION MATERIALS,LABOR,DUCTWORK AND AIR DISTRIBUTION ENGINEERING,PIPING AND MISCELLANEOUS MARKERS. MATERIALS AND JOBSITE COORDINATION SHALL BE THE RESPONSIBILITY OF THIS MECHANICAL CONTRACTOR.THIS B. PROVIDE FOR ALL ITEMS ON EQUIPMENT SCHEDULE. CONTRACTOR IS TO DESIGN AND COORDINATE ALL SYSTEMS DESCRIBED HEREIN WITH ALL OTHER DIVISIONS. 1. ENGRAVED PLASTIC LAMINATE SIGN ON OR NEAR EACH ITEM. B. FURNISH EXACT LOCATION AND ELECTRICAL CHARACTERISTICS OF ALL ELECTRICAL CONNECTIONS TO MECHANICAL EQUIPMENT REQUIRING CONNECTION TO THE ELECTRICAL CONTRACTOR. SECTION 23 09 00-CONTROLS A. PROVIDE MANUFACTURER STAND-ALONE CONTROLS. 1.03 OPERATION AND MAINTENANCE MANUAL FOR MECHANICAL SYSTEMS A. SUBMIT(2)COPIES OF THE MECHANICAL 0&M MANUALS TO THE OWNER FOR APPROVAL 14 DAYS PRIOR TO COMPLETION OF THE PROJECT. SECTION 23 21100-SLEEVES AND SEALS B. BIND 0&M MANUALS FOR MECHANICAL SYSTEMS IN THREE-RING,HARD-BACKED BINDER. PROVIDE MASTER INDEX TO THE A. PIPE SLEEVES SHALL BE PROVIDED AS INDICATED FOR STRUCTURAL AND NON-STRUCTURAL APPLICATIONS. BEGINNING OF THE MANUAL SHOWING ITEMS INCLUDED. USE PLASTIC TAB INDEXES FOR SECTIONS OF MANUAL. B. SET PIPE AND DUCT SLEEVES PLUMB OR LEVEL(OR SLOPED AS REQUIRED FOR DRAINAGE PIPE)IN PROPER POSITION,TIGHTLY C. FIRST SECTION SHALL CONSIST OF NAME,ADDRESS,AND PHONE NUMBER OF MECHANICAL,PLUMBING,SHEET METAL, FITTED INTO THE WORK. REFRIGERATION,TEMPERATURE CONTROL,AND ELECTRICAL CONTRACTORS.ALSO INCLUDE COMPLETE LIST OF EQUIPMENT C. FILL OPENINGS AROUND OUTSIDE OF PIPE AND DUCT SLEEVE WITH SAME MATERIAL AS SURROUNDING CONSTRUCTION,OR WITH INSTALLED WITH NAME,ADDRESS AND PHONE NUMBER OF EACH VENDOR. MATERIAL OF EQUIVALENT FIRE AND SMOKE RATING. D. INCLUDE DESCRIPTIVE LITERATURE(MANUFACTURER'S CATALOG DATA)OF EACH MANUFACTURED ITEM.LITERATURE SHALL D. SEAL AROUND ALL PIPES INSIDE OF PIPE SLEEVES AND DUCTS INSIDE OF DUCT SLEEVES. (i SHOW CAPACITIES AND SIZE OF EQUIPMENT USED AND MARKED INDICATING EACH SPECIFIC ITEM WITH APPLICABLE DATA E. INSULATION SHALL RUN CONTINUOUSLY THROUGH PIPE AND DUCT SLEEVES. UNDERLINED. A Gannett Fleming Transystems Company E. MAINTENANCE INSTRUCTIONS SHALL INCLUDE MANUFACTURER'S MAINTENANCE INSTRUCTIONS FOR EACH PIECE OF F. SEALS IN INTERIOR FIRE RATED ASSEMBLIES,EXTERIOR MASONRY ASSEMBLIES AND OTHER AREAS SHALL BE PROVIDED AS 6021 12th Street East,Suite 200 MECHANICAL EQUIPMENT INSTALLED FOR PROJECT. INSTRUCTIONS SHALL INCLUDE NAME OF VENDOR,INSTALLATION INDICATED. Fife,Washington 98424 INSTRUCTIONS,PARTS NUMBERS AND LISTS OPERATION INSTRUCTIONS OF EQUIPMENT,AND MAINTENANCE AND LUBRICATION G. SEALS SHALL BE WATERTIGHT WHERE THE PENETRATION MAY BE EXPOSED TO WATER OR MOISTURE. T:253.922.04461 F:253.922.0896 INSTRUCTIONS. H. DUCT PENETRATIONS THROUGH ROOF OR EXTERIOR WALL ASSEMBLIES SHALL BE PROVIDED WITH FLASHING FOR A F. PROVIDE ONE COMPLETE COPY OF ALL EQUIPMENT WARRANTY REGISTRATION FORMS IN EACH MANUAL. WEATHERTIGHT ASSEMBLY IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS.SUCH OPENINGS SHALL BE d�CHA6� SEALED TO BE WEATHERPROOF. 1.04 QUALITY ASSURANCE I. SEALS IN INTERIOR FIRE RATED ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH ASTM E814 AND UL CLASSIFIED PER A. REQUIREMENTS OF REGULATORY AGENCIES: UL1479 AS A THROUGH-PENETRATION FIRESTOP DEVICE.SEALS SHALL BE OF MATERIAL AND WORKMANSHIP TO MAINTAIN THE 1. PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES. FIRE AND/OR SMOKE RATING OF ELEMENT BEING PENETRATED.THE CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT ANY 2. IN CASE OF DIFFERENCES BETWEEN BUILDING CODES,STATE LAWS,LOCAL ORDINANCES,UTILITY COMPANY DATA REQUIRED BY LOCAL AGENCIES TO SATISFY THEM THAT THE CONTRACTOR'S PROPOSED FIRE SEALS ARE SATISFACTORY. REGULATIONS,AND CONTRACT DOCUMENTS,THE MOST STRINGENT SHALL GOVERN. S2oNAL B. MOTOR AND EQUIPMENT NAME PLATES AS WELL AS APPLICABLE UL AND AGA LABELS SHALL BE IN PLACE WHEN PROJECT IS SECTION 23 24 23-EXHAUST FANS 3/24/2025 TURNED OVER TO OWNER. A. PROVIDE SCHEDULED EXHAUST FAN OR APPROVED EQUAL. 1.05 CODES AND STANDARDS B. INSTALL EXHAUST FAN PER MANUFACTURER RECOMMENDATIONS. A. THE LATEST EDITION OF THE CODES LISTED BELOW AND AGENCIES HAVING JURISDICTIONAL AUTHORITY OVER MECHANICAL INSTALLATION. SECTION 23 74 00-PACKAGED WALL MOUNT HEAT PUMPS 1. WASHINGTON STATE ENERGY CODE A. PROVIDE SCHEDULED HEAT PUMP OR APPROVED EQUAL. 2. INTERNATIONAL BUILDING CODE B. INSTALL HEAT PUMP PER MANUFACTURER RECOMMENDATIONS. 3. INTERNATIONAL MECHANICAL CODE 4. UNIFORM PLUMBING CODE SECTION 23 05 93-AIR SYSTEM TESTING AND BALANCING project_ 5. LOCAL SEWER AND WATER DISTRICT REQUIREMENTS 6. STATE AND COUNTY DEPARTMENT OF HEALTH SVLC MISC IMPROVEMENTS 7. LOCAL FIRE MARSHAL 1.03 SYSTEM DESCRIPTION(PERFORMANCE REQUIREMENTS) client 8. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA) A. PERFORM TESTING AND BALANCING IN COMPLETE ACCORDANCE WITH THE ASSOCIATED AIR BALANCING COUNCIL(AABC), ARLINGTON SD 9. NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) NATIONAL ENVIRONMENTAL BALANCING BUREAU(NEBB),OR NATIONAL BALANCING COUNCIL(NBC)STANDARDS AND PROCEDURES. location_ 1.06 PRODUCT HANDLING AND PROTECTION B. AIR TESTING&BALANCE AGENCY SHALL PERFORM TESTS SPECIFIED,COMPILE TEST DATA,AND SUBMIT COPIES OF COMPLETE ARLINGTON,WA A. PROTECT FLANGES,FITTINGS,AND DUCTWORK OR PIPING SPECIALTIES FROM MOISTURE AND DIRT. TEST DATA TO CONTRACTOR FOR FORWARDING TO ARCHITECT/ENGINEER FOR EVALUATION AND APPROVAL. B. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL MATERIAL,EQUIPMENT AND APPARATUS PROVIDED UNDER THIS SECTION FROM DAMAGE,WATER,CORROSION,FREEZING AND DUST,BOTH IN STORAGE AND WHEN INSTALLED,UNTIL FINAL 1.04 SUBMITTALS REQUIRED BY THIS SECTION Project No.2416.200 PROJECT ACCEPTANCE. A. COMPANY INFORMATION INCLUDING WASHINGTON STATE CONTRACTOR'S LICENSE. C. COMPLETELY COVER MOTORS AND OTHER MOVING MACHINERY TO PROTECT FROM DIRT AND WATER DURING CONSTRUCTION. MECHANICAL D. HANDLE AND PROTECT EQUIPMENT AND/OR MATERIAL IN MANNER PRECLUDING UNNECESSARY FIRE HAZARD. B. KEY PERSONNEL AND RESUMES. E. EQUIPMENT REQUIRING ROTATING AND/OR LUBRICATION DURING STORAGE SHALL HAVE RECORDS MAINTAINED AND C. AABC,NEBB,OR NBC CERTIFICATIONS. SPECIFICATIONS WITNESSED ON A MONTHLY BASIS AND FORWARDED TO THE ARCHITECT/ENGINEER PRIOR TO ACCEPTANCE. D. PROVIDE REFERENCE OF FIVE(5)COMPLETED JOBS OF SIMILAR SIZE AND COMPLEXITY. 1.07 WARRANTIES 1.06 QUALITY ASSURANCE(QUALIFICATIONS) A. IN ADDITION TO GUARANTEE SPECIFIED IN GENERAL CONDITIONS,GUARANTEE HEATING,COOLING,EXHAUST,AND PLUMBING A. MECHANICAL CONTRACTOR SHALL PROCURE SERVICES OF AN INDEPENDENT AIR TESTING&BALANCE AGENCY,WHICH SYSTEMS TO BE FREE FROM NOISE IN OPERATION THAT MAY DEVELOP FROM FAILURE TO CONSTRUCT SYSTEM IN ACCORDANCE SPECIALIZES IN TESTING,AND BALANCING OF HEATING,VENTILATING,AND COOLING SYSTEMS TO BALANCE,ADJUST,TEST WITH CONTRACT DOCUMENTS. AIR-MOVING EQUIPMENT,AIR DISTRIBUTION,AND EXHAUST SYSTEMS. B. IN ORDER TO BE PROTECTED,SECURE PROPER GUARANTEES FROM SUPPLIERS AND SUBCONTRACTORS. g. AGENCY SHALL BE APPROVED IN WRITING BY CONSULTANT. C. PROVIDE CERTIFICATES OF WARRANTY FOR EACH PIECE OF EQUIPMENT.CLEARLY RECORD"START-UP"DATE OF EACH PIECE OF EQUIPMENT ON CERTIFICATE.PROVIDE START-UP CERTIFICATES AT SUBSTANTIAL COMPLETION TO THE OWNER. C. INSTRUMENTS USED BY AGENCY SHALL BE ACCURATELY CALIBRATED AND MAINTAINED GOOD WORKING ORDER. D. IF REQUESTED,CONDUCT TESTS IN PRESENCE OF ARCHITECT/OWNER/ENGINEER. 1.08 COMMISSIONING A.MINIMUM STATE OF WASHINGTON COMMISSIONING REQUIREMENTS ARE TO BE MET PER WSEC C408. SECTION 23 90 00-MECHANICAL DEMOLITION B.A COMMISSIONING PLAN SHALL BE PREPARED,TO INCLUDE EXPLANATION OF DESIGN INTENT,EQUIPMENT AND FUNCTIONS TO BE TESTED,CONDITIONS UNDER WHICH TEST SHALL BE PERFORMED,AND MEASURABLE CRITERIA FOR ACCEPTABLE PERFORMANCE. A. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING MECHANICAL EQUIPMENT, C.TESTING AND BALANCING SHALL BE PROVIDED. INCLUDING,BUT NOT LIMITED TO PIPING,FIXTURES,HVAC EQUIPMENT,DUCTWORK IN AREAS SHOWN ON THE DRAWINGS AND D.CONTROLS FUNCTIONAL PERFORMANCE TESTING SHALL DEMONSTRATE CORRECT INSTALLATION AND OPERATION OF INDICATED THEREON. EQUIPMENT. B. THE MECHANICAL CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REMOVAL AND/OR RELOCATION OF ALL MECHANICAL E.COMMISSIONING REPORT SHALL BE PROVIDED TO OWNER,AND SHALL INCLUDE PROCEDURES AND RESULTS OF FUNCTIONAL PERFORMANCE TESTING. EQUIPMENT THAT WILL INTERFERE WITH INSTALLATION AND OPERATION OF ANY NEW CONSTRUCTION INDICATED OR REQUIRED. C. ANY EXISTING EQUIPMENT TO WHICH MODIFICATIONS ARE MADE UNDER THE CONTRACT SHALL BE PAINTED AND LABELED IN PART 2-EXECUTION ACCORDANCE WITH SPECIFICATIONS FOR NEW MATERIALS. D. ALL MECHANICAL EQUIPMENT(OTHER THAN PIPING)TO BE REMOVE SHALL REMAIN THE PROPERTY OF AND SHALL BE 2.01 OPERATION AND MAINTENANCE TRAINING TRANSPORTED,STORED,OR DISPOSED AS DIRECTED BY THE OWNER.THIS WILL BE AT NO COST TO THE OWNER. A. AFTER COMPLETION OF WORK AND AFTER ALL TEST AND INSPECTIONS,THE CONTRACTOR SHALL DEMONSTRATE AND INSTRUCT THE OWNER IN OPERATION AND MAINTENANCE OF THE VARIOUS MECHANICAL SYSTEMS. INSTRUCTION SHALL INCLUDE HVAC CONTROLS,HVAC EQUIPMENT MAINTENANCE,AND PLUMBING EQUIPMENT. B. INSTRUCTION PERIODS SHALL BE SCHEDULED WITH OWNER. LENGTH OF INSTRUCTION PERIOD SHALL BE TO OWNER SATISFACTION. C. COST OF TIME INVOLVED BY CONTRACTOR SHALL BE INCLUDED IN THE BID. 2.02 PREPARATION A. PATCH AND REPAIR CUT SURFACES WITH MATERIALS OF SAME QUALITY APPEARANCE AS ADJACENT SURFACES UNLESS OTHERWISE SHOWN. B. THIS WORK SHALL BE SCHEDULED SUCH THAT UTILITY SERVICES AND/OR EXISTING SYSTEMS FOR THE FACILITY ARE NOT INTERRUPTED DURING NORMAL OCCUPANCY HOURS,WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE. i s s u e d_ City of Arlington BID SET 03.20.25 Building Department 2.03INSTALLATION APPROVED A. PERFORM WORK IN ACCORDANCE TO ALL APPLICABLE LOCAL,STATE AND NATIONAL GOVERNMENT INSTALLATION CODES. B. INSTALL MECHANICAL EQUIPMENT TO PERMIT EASY ACCESS FOR NORMAL MAINTENANCE,AND SO THAT PARTS REQUIRING Kevin Olander-04/18/2025 r e v I s I o n_ PERIODIC REPLACEMENT OR MAINTENANCE,(E.G.,COILS,MOTORS,BEARINGS,ETC.)CAN BE REMOVED.RELOCATE ITEMS,WHICH No changes authorized unless approved by INTERFERE WITH ACCESS. the Building Official C. VALVES AND OTHER DEVICES WHICH ARE MANUALLY ADJUSTED OR OPERATED SHALL BE LOCATED SO AS TO BE EASILY ACCESSIBLE BY A PERSON STANDING ON THE FLOOR. D. DISSIMILAR METALS:PROVIDE SEPARATIONS BETWEEN ALL DISSIMILAR METALS.WHERE NOT SPECIFIED IN ANOTHER WAY,USE 10 MIL BLACK PLASTIC TAPE WRAPPED AT POINT OF CONTACT OR PLASTIC CENTERING INSERTS. E. PROVIDE OFFSETS AROUND ALL ELECTRICAL PANELS(AND SIMILAR ELECTRICAL EQUIPMENT)TO MAINTAIN SPACE CLEAR ABOVE AND BELOW PANEL TO STRUCTURE AND CLEARANCE OF 3.5 FEET DIRECTLY IN FRONT OF PANEL,EXCEPT WHERE INDICATED OTHERWISE OR REQUIRED BY NEC TO BE MORE.SUCH OFFSETS ARE TYPICALLY NOT SHOWN ON THE DRAWINGS,BUT ARE REQUIRED PER THIS PARAGRAPH. drawn_ DS checked_ JR sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 M all rights reserved GENERAL NOTES 1. ITEMS SHOWN DASHED ARE TO BE REMOVED. 2. CONTRACTOR TO VERIFY LOCATION OF MECHANICAL EQUIPMENT ON SITE, DEMOLITION NOTES McGRANAHAN O REMOVE WALL MOUNTED HEAT PUMP AND THERMOSTAT.CONNECTIONS TO REMAIN FOR REPLACEMENT. O REMOVE WALL MOUNTED EXHAUST FAN.CONNECTIONS TO REMAIN FOR REPLACEMENT.RETAIN WALL CAP. REMOVE COUNTER MOUNTED LAVATORY,FAUCET, WASTE,AND SUPPLY STOPS.MAINTAIN WASTE AND WATER PIPING FOR CONNECTION TO NEW LAVATORY. HP HP HP 1 5A HP 1 3A 1 7 O 5B 1 HP 3B P-7 P-5 P-3 T - T T T ',T 9P A Gannett Fleming TranSystems Company r------, 6021 121h Street East,Suite 200 1 1 Fife,Washington 24 P 1 F: T:253.922.0446 I F:253.922.0896 P-9 T T r aa�e - - P-1 WiA1� 3/24/2025 T T HP L ject_ - 2 - 1 HP 1B SVLC MISCpro IMPROVEMENTS P 10 P R O 4A client_ 1 HP ARLINGTON SD 2A r------, O O location_ ARLINGTON,WA 3 L------ 3 Project No.2416.200 1 HP 8 "P 1 (T} MECHANICAL SITE r------- 5 P- '?% AND FLOOR DEMOLITION PLANS P-6 - PROJECT NORTH T' PORTABLE P-11 MECHANICAL DEMOLITION PLAN _ 114"=1'-0' 1 HP L------' HP L------2 4B 1 2B ` 1 PROJECT ( NORTH MECHANICAL SITE DEMOLITION PLAN 1116"=V-0• slued City of Arlington BID SET 03.20.25 Building Department APPROVED Kevin Olander-04/18/2025 revision_ No changes authorized unless approved by the Building Official drawn_ DS checked_ 1R sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 M D 1.01 all rights reserved GENERALNOTES 1. CONTRACTOR TO VERIFY LOCATION OF MECHANICAL EQUIPMENT ON SITE. CONSTRUCTION NOTES McGRANAHAN 0 INSTALL NEW HEAT PUMP AND CONNECT TO EXISTING DUCTWORK AND NEW THERMOSTAT.BALANCE TO AIRFLOWS INDICATED ON THE SCHEDULE. O2 INSTALL NEW EXHAUST FAN IN EXISTING OPENING. REUSE EXISTING WALL CAP. 0 NEW THERMOSTAT,INSTALL IN THE SAME LOCATION AS PREVIOUS THERMOSTAT. ❑ HP 1le ® NEW LAVATORY,CONNECT TO EXISTING WASTE AND OHP 1 3A 5B 1 HP WATER PIPING. 3B P-5 P-3 T T) T T 3 Tc) 3 A Gannett Fleming TranSystems Company _9 P 11 T Fife,Wash Street East,Suite 200 Fife,Washington 98424 T:253.922.04461 F:253.922.0896 ,��CIIA6�JP T 34mc� 1� P-1 3 t _� s�ovA1 � 3/24/2025 • s` 3 rw 3 -Re r� T �T 1 HP project_ P1 4A O HP O 'F O 2F O SVLC MISC IMPROVEMENTS 10 P-8 2q client_ } ARLINGTON SO O p location_ ARLINGTON,WA 1 HP ®P-1 P-1® 8 6P 1 T T Project No.2416.200 g P—'T/I 3 P—L n MECHANICAL SITE AND FLOOR PLANS T T - P-6 (T PROJECT NORTH _ PORTABLE P-11 MECHANICAL PLAN 2 3 HP HP I 1/4"=l,_0. 1 4B 1 2B •r PROJECT , NORTH MECHANICAL SITE PLAN issued City of Arlington BIDSET 03.20.25 Building Department APPROVED Kevin Olander-04/18/2025 revision_ No changes authorized unless approved by the Building Official drawn_ DS checked_ JR sheet ORIGINAL SHEET 15 30"x 42" copyright 2024 M all rights reserved McGRANAHAN GENERAL NOTES(APPLY TO ALL SHEETS) ELECTRICAL SPECIFICATIONS ELECTRICAL LEGEND 1. SEE EACH SHEET FOR ADDITIONAL GENERAL NOTES THAT ARE SPECIFIC TO AN AREA OR SHEET. SECTION 26 00 00-ELECTRICAL GENERAL CONDITIONS SYMBOL DESCRIPTION 2. THE CONTRACTOR/INSTALLING VENDOR IS RESPONSIBLE TO VERIFY ALL WALL TYPES AND CABLE ROUTING AND ALL WORK REQUIRED TO FACILITATE A 0 THE ELECTRICAL CONTRACTOR SHALL CONFORM TO THE GENERAL CONDITIONS,SUPPLEMENTARY CONDITIONS,AND RELATED WORK IN OTHER DIVISIONS FOR M O W TOuv� COMPLETE AND FULLY FUNCTIONAL SYSTEM. ALL WORK IN DIVISION 26,27 AND 28. ru u 0 THE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE APPLICABLE STANDARDS AND CODES OF THE FOLLOWING:ASTM,NBFU,NEC,WAG,NESC,NEMA, I—❑ WALL MOUNT LIGHT FIXTURE 3. PANEL DESIGNATIONS AND CIRCUIT NUMBERS ARE ONLY INDICATED ON THE DRAWINGS FOR REFERENCE BY THE ELECTRICAL CONTRACTOR.THE E.C.IS NFPA,ILL.,IPCEA,GEM,ETL. RESPONSIBLE TO PROVIDE ALL CONDUIT,WIRING,JUNCTION BOXES AND MISCELLANEOUS ACCESSORIES TO ACCOMMODATE INSTALLATION AND CONNECTION 0 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES,PERMITS AND INSPECTIONS REQUIRED BY LAWS,ORDINANCES AND RULES GOVERNING WORK. RECESSED LIGHT FIXTURE OF ALL DEVICES INDICATED ON THE CONTRACT DOCUMENTS.ALL WIRING HOMERUNS SHALL BE IN HARD CONDUIT BACK TO THE DESIGNATED PANELBOARD.ALL 0 THE CONTRACTOR SHALL MAINTAIN A SET OF AS-BUILT DRAWINGS. JUNCTION BOXES SHALL BE LABELED IDENTIFYING THE PANELBOARD AND CIRCUIT CONTAINED WITHIN.THERE SHALL BE NO MORE THAN(3)CIRCUITS PER 0 THE CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY OF WORKMANSHIP FOR A 12 MONTH PERIOD. HOMERUN.MULTI-WIRE CIRCUITS ARE NOT ALLOWED.EACH CIRCUIT SHALL CONTAIN A DEDICATED NEUTRAL UNLESS SPECIFICALLY ALLOWED BY THE 0 SHOP DRAWINGS AND OPERATION AND MAINTENANCE MANUALS SHALL BE SUBMITTED IN ACCORDANCE WITH DIVISION 1 SPECIFICATIONS. EGRESS FIXTURE WITH EMERGENCY BATTERY PACK.PROVIDE ADDITIONAL UNSWITCHED HOT LEG FROM INDICATED CIRCUIT ENGINEER.ALL WIRING SHALL BE SIZED ACCORDING TO THE AMPACITY OF THE CIRCUIT BREAKER INDICATED ON THE PANEL SCHEDULE.ALL CONDUITS SHALL FOR VOLTAGE SENSING AND BATTERY CHARGING. BE SIZED PER NEC CODE BASED ON THE CONDUCTOR SIZE,TYPE,QUANTITY AND MINIMUM FILL REQUIREMENTS.CIRCUITS OVER 120'SHALL BE UPSIZED ONE SECTION 26 0519-WIRES AND CABLES 0 JJ 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. 0 ALL WIRING SHALL BE COPPER THW OR THHN. Cc��(V] nn fLrl l�Cc 0 CONDUCTORS SHALL BE TESTED WITH A"MEGGER"TYPE TESTER. FEEDERS SHALL BE CHECKED TO ENSURE PHASE ROTATIONS FOR MOTORS AND EQUIPMENT. U Vl/ l�lfTlLSc� 4. ALL TYPICAL DEVICES SHALL BE MOUNTED AT CONSISTENT LOCATIONS AND HEIGHTS THROUGHOUT THIS PROJECT,UNLESS NOTED OTHERWISE. $ SINGLE POLE SWITCH SECTION 26 05 26-GROUNDING 5. GROUNDING SHALL CONFORM TO NEC 250. A carmen Fleming r eesyscems Company OS CEILING MOUNTED OCCUPANCY SENSOR(LIGHTING CONTROL) 0 A GROUNDING SYSTEM SHALL BE PROVIDED FOR NEUTRAL GROUND AND EQUIPMENT GROUND AS REQUIRED BY CODE. 6. PAINT,PATCH AND SEAL ALL PENETRATIONS TO MATCH ADJACENT WALL. 0 PROVIDE GROUND WIRE IN ALL CONDUITS. 6021 121h Street East,Suite 200 03 v��le OV�OII(l� 0 METAL INTERNAL PIPING SHALL BE GROUNDED. Fife,Washington 98424 v T:253.922.04461 F:253.922.UB96 t\i CONSTRUCTION NOTES SECTION 26 05 32-OUTLETS AND PULL BOXES GENERAL DEMOLITION NOTES (APPLY TO ALL SHEETS) 0 OUTLET AND PULL BOXES SHALL BE PRESSED STEEL,ZINC COATED,4"SIZE MINIMUM. � 1N R. Ol DEMOLITION NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS/HER BID ALL COSTS ASSOCIATED WITH NECESSARY DEMOLITION TO ALLOW NEW CONSTRUCTION 0 EXTERIOR OUTLET AND JUNCTION BOXES SHALL BE CAST IRON OR CORROSION RESISTANT ALLOY COMPATIBLE WITH RACEWAY. W W INDICATES WEATHERPROOF FOR ALL DEVICES,PROVIDE LOCKING COVER ON RECEPTACLES. SHOWN IN CONTRACT DOCUMENTS,UNLESS NOTED OTHERWISE.THE CONTRACTOR SHALL REMOVE ALL EXISTING ELECTRICAL EQUIPMENT,LIGHTING 0 EXTERIOR BOXES BELOW GRADE SHALL BE CONSTRUCTED OF PRE-CAST CONCRETE WITH SIZE AS REQUIRED BY APPLICATION. Ta' j FIXTURES,DEVICES,ABANDONED RACEWAYS,CONDUCTORS,TOGETHER WITH ANY AUXILIARY ITEMS TO ALLOW NEW CONSTRUCTION AND FINISH TO OCCUR 0 ALL WORK IN THIS SECTION SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. ' LV ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINED AS COMPLIMENTED BY THE CONTRACT DOCUMENTS. DASHED LINES INDICATE EXISTING DEVICES AND EQUIPMENT TO BE REMOVED. o SECTION 26 05 33-RACEWAY �o RscIs,ane° ' )+, 2. THESE PLANS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIAL.THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED ASytONAL � P��y ALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED WITH THE INTENT TO GENERALLY DESCRIBE AREAS AND LIMITS OF WORK.THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THERE AND 0 ALL RACEWAYS SHALL BE GRS,IMC,OR EMT UNLESS NOTED OTHERWISE. Spry SHALL NOT RELY SOLELY ON REVIEW OF THE BIDDING DOCUMENTS IN DETERMINING THE EXTENT OF DEMOLITION WORK REQUIRED.COORDINATION OF THESE 0 PVC CONDUIT MAY BE USED FOR UNDERGROUND RACEWAYS. A DETAIL CALL OUT-A INDICATES DETAIL IDENTIFICATION,E2 INDICATES SHEET DRAWINGS WITH REQUIREMENTS FOR CONTRACT WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DISCREPANCIES BETWEEN OR WITHIN THE CONTRACT 0 FLEXIBLE CONDUITS SHALL BE PERMITTED IN 6 FOOT LENGTHS TO MOTORS. DOCUMENTS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.THE CONTRACTOR SHALL PROVIDE CLARITY SKETCHES,DIAGRAMS,AND FIELD E2 E3 TAKEN FROM,E3 INDICATES SHEET DRAWN ON DIMENSIONS OF EXISTING CONDITIONS AT THE REQUEST OF THE ENGINEER IRANHEN CONFLICTS ARE IDENTIFIED. SECTION 26 2419-MOTOR CONTROLLERS AH1 3. E.C.TO REMOVE ELECTRICAL CONNECTIONS TO ALL MECHANICAL EQUIPMENT TO BE DEMOLISHED. E.C.SHALL CHECK ALL DEMOLITION PLANS AND ACTUAL 0 MAGNETIC MOTOR STARTERS SHALL BE FULL VOLTAGE NON-REVERSING WITH OVERLOADS.WILL BE EQUIPPED WITH"ON","OFF",AND"HANDS-OFF-AUTO"SWITCH. t� MECHANICAL EQUIPMENT CONNECTION FIELD CONDITIONS FOR UNIT LOCATIONS.COORDINATE WORK WITH MECHANICAL CONTRACTOR.ALL CONDUITS PENETRATING THROUGH THE ROOF AND 0 COMBINATION MOTOR STARTER/DISCONNECTS SHALL BE EQUIPPED WITH FUSED SWITCH. ACCESSIBLE SHALL BE REMOVED. 0 MANUAL STARTERS SHALL BE TOGGLE SWITCH TYPE. project_ a EXISTING PANELBOARD TO BE RETAINED 4. THESE PLANS HAVE NO INTENT TO SHOW ALL ELECTRICAL DEVICES TO BE REMOVED.ELECTRICAL CONTRACTOR SHALL VERIFY DEMOLITION WORK INVOLVED SVLC MISC IMPROVEMENTS PRIOR TO BID. SECTION 26 2816-DISCONNECTS AND FUSED SWITCHES client 5. REMOVE ALL ELECTRICAL AND SIGNALING DEVICES(INCLUDING,BUT NOT LIMITED TO REMOVAL OF ALL ELECTRICAL PANELS,LIGHTING FIXTURES, 0 SWITCHES SHALL BE HEAVY-DUTY TYPE,WITH QUICK-BREAK AND SHALL BE HORSEPOWER RATED. ARLINGTON So 0 ENCLOSURE SHALL HAVE INTERLOCKING COVER TO PREVENT OPENING DOOR WHEN SWITCH IS CLOSED. MECHANICAL EQUIPMENT CONNECTION SCHEDULE RECEPTACLES,MOTOR DISCONNECTS,FIRE ALARM AND OTHER LOW VOLTAGE DEVICES).UNLESS NOTED OTHERWISE. 0 EXTERIOR ENCLOSURES SHALL HAVE A RAINTIGHT RATING. o c a t o n_ ARLINGTON,WA FUSED 6. REMOVE ALL WIRES,CABLES AND SURFACE MOUNT RACEWAYS AND APPURTENANCES WHICH SERVE DEVICES BEING REMOVED,CUT CONDUIT FLUSH TO LOAD CIRCUIT CEILING OR WALL WHEN CONCEALED,AND SEAL OFF WITH SPRAY FOAM.ABANDON FLUSH BOXES AND NON-ACCESSIBLE CONDUIT.PROVIDE COVER PLATES SECTION 26 2813-FUSES DISC. FOR ALL BOXES TO REMAIN. VA FLA HP PANEL EQUIP. VOLT/PH BKR CONDUIT/WIRE SIZE NOTE i REMARKS 0 CIRCUITS 0 TO 600 AMPERES SHALL BE PROTECTED BY DUAL ELEMENT FUSES. Project No.2416.200 EF-1 12011 36 2 7. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR ALL CUTTING,PATCHING AND FINISH WORK. 0 FUSES SHALL BE BUSSMAN OR SHAWMUT. EF-2 120/1 36 2 ELECTRICAL HP-IA 240/1 52 (1)1"C.W/(3)#4 CU AND#8 CU GND EC 3,4 8. CONTRACTOR TO REMOVE AND DELIVER TO OWNER ALL DEVICES THAT ARE IDENTIFIED BY OWNER TO BE RETAINED.CONTRACTOR SHALL COORDINATE WITH SECTION 26 50 00-LIGHTING LEGEND, NOTES, OWNER TO ASSURE THAT ALL ITEMS TO BE RETAINED ARE IDENTIFIED PRIOR TO THE START OF DEMOLITION.ALL ITEMS NOT SO IDENTIFIED SHALL BECOME A N D HP-1 B 240/1 52 (1)1-C.W/(3)#4 CU AND#8 CU GND EC 3A PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSE OF OFF SITE. 0 INTERIOR FIXTURES SHALL BE STEEL OR ALUMINUM WITH 300 DEGREES F.,BAKED ENAMEL FINISH OR BRUSHED FINISH. HP-2A 240/1 52 (1)V C.W/(3)#4 CU AND#8 CU GND EC 3,4 0 EXTERIOR FIXTURES SHALL BE CORROSION RESISTING METAL AND SUITABLE FOR OUTDOOR SERVICE WITHOUT TARNISHING OR OTHER DAMAGE DUE TO SPECIFICATIONS HP-26 240/1 52 (1)1"C W/(3)#4 CU AND#8 CU GND EC 3,4 9. FIELD VERIFY EXISTING CONDITIONS. EXPOSURE. 0 LUMINAIRE TYPE SHALL BE LED WITH A MINIMUM L70 RATING OF 50,000 HOURS. HP-3A 240/1 52 (1)1'C.W/(3)#4 CU AND#8 CU GND EC 3,4 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 0 MINIMUM CRI SHALL BE 80. HP-3B 240/1 52 (1)V C W/(3)#4 CU AND#8 CU GND EC 3,4 ELECTRICAL DEMOLITION AND MAINTAINING EXISTING EQUIPMENT AND CIRCUITING TO REMAIN. 0 DRIVERS SHALL BE RATED FOR 50,000 HOURS AND SELECTED TO MATCH CONTROLS AND BE DIMMING OR STATIC AS REQUIRED. HP-4A 240/1 52 (1)V C W/(3)#4 CU AND#8 CU GND EC 3,4 0 OCCUPANCYIVACANCY SENSORS SHALL BE DUAL TECHNOLOGY CEILING MOUNTED TYPE. HP-4B 240/1 52 (1)1"C.W/(3)#4 CU AND#8 CU GND EC 3,4 0 EXTERIOR LIGHTING SHALL BE CONTROLLED BY A COMBINATION PHOTOCELL AND ASTRONOMICAL TIMECLOCK SYSTEM. HP-5A 240/1 52 (1)1"C.W/(3)#4 CU AND#8 CU GND EC 3,4 HP-56 240/1 52 (1)1-C W/(3)#4 CU AND#8 CU GND EC 3,4 HP-6 240/1 52 (1)V C.W/(3)#4 CU AND#8 CU GND EC 3,4 HP-7 240/1 61 (1)1 C W/(3)#4 CU AND#8 CU GND EC 3,4 HP-8 240/1 52 (1)V C.W/(3)#4 CU AND#8 CU GND EC 3,4 HP-9 240/1 52 (1)V C.W/(3)#4 CU AND#8 CU GND EC 3,4 NOTE: 1.CONTRACTOR LISTED SHALL FURNISH AND INSTALL THE LISTED DEVICE. 2.UTILIZE EXISTING CONDUIT,CONDUCTORS,AND CIRCUIT BREAKER. 3_UTILIZE EXISTING CONDUIT,CONDUCTORS,AND CIRCUIT BREAKER FROM PANEL_PROVIDE NEW CONDUIT AND CONDUCTORS BETWEEN DISCONNECT AND UNIT_ 4.PROVIDE 80ATIIOOAF DISCONNECT. GENERAL NOTES FOR LIGHTING FIXTURE SCHEDULE 1. FIXTURE TYPES LISTED ARE TO INDICATE THE TYPE OF STYLE,LAMMING CHARACTERISTICS AND MOUNTING REQUIRED TO FACILITATE THE DESIGN. OTHER FIXTURE MANUFACTURERS MEETING THE LIGHT FIXTURE TYPE CRITERIA ARE ACCEPTABLE UPON EVALUATION BY THE ENGINEER.SEE PLANS FOR EMERGENCY LIGHT FIXTURES. 2.FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT,OCCUPANCY SENSORS AND TIME CLOCK CONTROLS,THE ELECTRICAL CONTRACTOR SHALL PROVIDE TESTING OF THE CONTROL DEVICES,COMPONENTS,EQUIPMENT AND SYSTEMS TO MAKE SURE THEY ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS_ SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED IN THE PRESENCE OF THE ENGINEER_A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. LIGHTING FIXTURE SCHEDULE issued_ SYMBOL FIXTURE DESCRIPTION MANUFACTURER/MODEL# LAMPS TEMP. LUMENS V W MOUNTING&REMARKS BID SET 03.20.25 UTHONIA# 1201 SWITCHABLE LUMENS AND COLOR RL1 2X4 LED FLAT PANEL CPX-2X4-AL08-BOCRFSSW7SWL-MVOLT- LED 4000K 3672 277 25 TEMPERATURE.SELECT LOW LUMENS AND EIOWLCP 4000K COLOR TEMPERATURE. UTHONiA# - revision WLi EXTERIOR WALL PACK WPX-LED-P2-40K-MVOLT-E14WC-PE- LED 4000K 2900 120/, 24 PROVIDE WITH INTEGRAL BATTERY BACK-UP DBLXD 277 AND PHOTOCELL LITHONIA# WL2 SECURITY LIGHT BGS-Pi-120-PE-DDB-M2-0MA LED 4000K 4000 20 35 PROVIDE WITH INTEGRAL PHOTOCELL PROVIDE MOUNTING HARDWARE AS REQUIRED drawn_ SW checked_ BH sheet ORIGINAL SHEET 15 30"x 42" copyright 2024 E all rights reserved McGRANAHAN .•�� } -•-r- yam, •• � �' r : t�iT �, '. 1-3 r - - - - - - - - - - A� aL ��®® E2.02 Gannett FlemLing TranSystems Company ' 1 6021 121h Street East,Suite 200 Fife,Washington 98424 8-1 T:253.922.04461 F:253.922.OB96 0 �1N R. yof.ASAiNc�j/l P-7 1 1 P-5 1 1 1 o m 6 8 1 1 vv 1 , P-3 A � S`yIONAL P-11 1 P—g I 7-g ' ' project_ JI I SVLC MISC IMPROVEMENTS client_ E2.03 I I ARLINGTON SD 1 I , — 1-4 * � � 1 P 1 i location_ ARLINGTON,WA Project No.2416.200 4-6 ` - 1 1 OVERALL E2.03 ELECTRICAL SITE PLAN E2.02 P-10 P-8 ' � — — — — — — I 1 L — — — — — J I I I I I P-4 P-2 E2.01 I 1 I I I 1 P-6 I I I 1 1 1 am L - - - � 11 4-5 E2.02 E2.0.01 2-1 issued BID SET 03.20.25 revision drawn_ SW checked_ PROJECT NORTH BH OVERALL ELECTRICAL SITE PLAN sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 E 1.00 all rights reserved McGRANAHAN HP HP CONSTRUCTION NOTES A Gannett Fleming TranSystems Company HP 5A HP 3A 6021 12th Street East,Suite 200 1O . � 58 HP PROVIDE NEW LIGHT FIXTURE UTILIZE EXISTING Fife,Washington 98424 3B EXTERIOR LIGHTING CIRCUIT.INSTALL AS HIGH AS T:253.922.04461 F:253.922.0896 POSSIBLE ON BUILDING. —� N R. P p� ��oa,rAsy��"CIjf2 P-5 P-3 A�O� RdCIs48R� QC� AS`yIONAL EGA'` ry10 HP b 9 WI-2 O HP EF 1A 1 P-9 P 11 2 project_ SVLC MISC IMPROVEMENTS client_ ARLINGTON SD location_ P1 ARLINGTON,WA Project No.2416.200 ELECTRICAL SITE PLAN HP RHP 1B P 10 P V 4A rP- HP 8 6P P-4 P-6 HP HP 4B 2B issued BID SET 03.20.25 revision drawn_ SW checked_ PROJECT NORTH BH ELECTRICAL SITE PLAN sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 E 1.01 all rights reserved 2 1 2 3 4 2 3 4 2 3 ------ GENERAL NOTES McGRANAHAN a. 4 1. - THESE PHOTOS ARE PROVIDED TO DEFINE THE SCOPE OF WORK AT EACH PORTABLE.THE CONTRACTOR Emw � �t .; SHALL BE RESPONSIBLE TO MEASURE AND QUANTIFY MATERIALS AS NECESSARY TO COMPLETE THE WORK AS INDICATED. T _ DEMOLITION NOTES 10 DEMOLISH LIGHT FIXTURE.RETAIN EXISTING CONDUIT AND CONDUCTORS FOR INSTALLATION OF NEW LIGHT FIXTURE. PORTABLE 4 - WE" PORTABLE 4 - SOUTH * PORTABLE 4 - NORTH 104 ® DDISCONNECT EMOLITION BYMCING MECHANICAL UNIT FOR 2 3 4 O3 DEMOLISH MECHANICAL DISCONNECT AND CONDUIT AND CONDUCTORS BETWEEN DISCONNECT AND MECHANICAL UNIT.RETAIN EXISTING CONDUIT AND CONDUCTORS BETWEEN DISCONNECT AND PANEL FOR 2 3 ® 1 INSTALLATION OF NEW DISCONNECT. A Gannett Fleming TrenSystems Company e x � 6021 121h Street East,Suite 200 Fife,Washington 98424 q T:253.922.04461 F:253.922.0896 "o too 1 i i 2 CONSTRUCTION NOTES � ox. df2 T 1 2 ". �"`� - � 0PROTECT CONDUIT,CAMERA,RECEPTACLE,SPEAKER, 1 3 FA EQUIPMENT,OR METER CABINET FOR INSTALLATION OF NEW CLADDING OR APRON. 1 2l� INSTALL NEW LIGHT FIXTURE WI-1.UTILIZE EXISTING SStoNaL t�� p�L - r CONDUIT AND CONDUCTORS. O3 INSTALL NEW LIGHT FIXTURE WI-2.UTILIZE EXISTING CONDUIT AND CONDUCTORS. n: INSTALL NEW DISCONNECT a^ y UNIT.SEE MECHANICAL SCHEDULE FOR ADDITIONAL INFORMATION. project_ O5 PROVIDE NEW LIGHT FIXTURE WI-2.UTILIZE EXISTING SVLC MISC IMPROVEMENTS EXTERIOR LIGHTING CIRCUIT.INSTALL AS HIGH AS POSSIBLE ON BUILDING. c l I e n t PORTABLE 3 - WEST (� PORTABLE 3 - SOUTH � PORTABLE 3 - EAST PORTABLE 3 - NORTH ARLINGTON SD location _ ARLINGTON,WA 3 1 2 2 3 4 2 3 ® Project No.2416.200 ELECTRICAL PHOTOS -— � 5 G 1 r- u,. PORTABLE 2 - WEST �� PORTABLE 2 - SOUTH �� PORTABLE 2 - NORTH �� J V / 1 3 1 2 1 2 3 4 vv^-ur 2 3 4 w a -- - issued_ BID SET 03.20.25 = - 2 1 � - 11 � - revision_ i x drawn_ PORTABLE 1 - WEST 1 PORTABLE 1 - SOUTH 2 PORTABLE 1 - EAST3 PORTABLE 1 - NORTH 4 SW checked_ BH sheet ORIGINAL SHEET 15 30"x 42" copyright 2024 E 2.01 all rights reserved 1 2 2 3 44 1 1 3 pi I U� - - �� I GENERAL NOTES McGRANAHAN i 1 — 1. THESE PHOTOS ARE PROVIDED TO DEFINE THE SCOPE T — C .I+`i OF WORK AT EACH PORTABLE.THE CONTRACTOR I h I i ,; E I } .t �' SHALL BE RESPONSIBLE TO MEASURE AND QUANTIFY I I f I 1 jj MATERIALS AS NECESSARY TO COMPLETE THE WORK 1i I —0 8 i I f I AS INDICATED. I l � � T r y .nr. Fx ; DEMOLITION NOTES 10 DEMOLISH LIGHT FIXTURE.RETAIN EXISTING CONDUIT AND CONDUCTORS FOR INSTALLATION OF NEW LIGHT FIXTURE. PORTABLE 8 - WE" PORTABLE 8 - SOUTH 10 PORTABLE 8 - NORTH �� ® DDISCONNECT EMOLITION EXISTING XIS INGMECHANICALUNITFOR DEMOLISH MECHANICAL DISCONNECT,CONDUIT AND CONDUCTORS BETWEEN DISCONNECT AND MECHANICAL UNIT.RETAIN EXISTING CONDUIT AND CONDUCTORS BETWEEN DISCONNECT AND PANEL FOR �� 4 3 2 1 2 INSTALLATION OF NEW DISCONNECT. Q`C �%l� A Gannett Fleming TranSystems Company 6021 121h Street East,Suite 200 Fife,Washington 98424 .,T = T:253.922.0446 I F:253.922.0896 TI I CONSTRUCTION NOTES t� 0 PROTECT CONDUIT,CAMERA,RECEPTACLE SPEAKER, t FA EQUIPMENT,OR METER CABINET FOR INSTALLATION III ,.. IIII -- I'I Iii�i11; OF NEW CLADDING OR APRON. 1 I l A � Q ss� I A s `L INSTALL NEW LIGHT FIXTURE WI-1.UTILIZE EXISTING t \o ¢� NAL CONDUIT AND CONDUCTORS. 'S I , INSTALL NEW LIGHT FIXTURE WI-2.UTILIZE EXISTING CONDUIT AND CONDUCTORS. INSTALL NEW DISCONNECT FOR NEW MECHANICAL ;. O UNIT.SEE MECHANICAL SCHEDULE FOR ADDITIONAL INFORMATION. O PROVIDE NEW GFCI WEATHER PROOF RECEPTACLE SVLC pro j e c t_ MISC IMPROVEMENTS WITH WHILE IN USE COVER,INTERMATIC#WP1010MC OR EQUAL.CONNECT TO NEAREST RECEPTACLE c l I e In t PORTABLE 7 - WEST �� PORTABLE 7 - SOUTH �� PORTABLE 7 - EAT Q CIRCUIT. ARLINGTON SD (J © PROVIDE NEW LIGHT FIXTURE WI-2.UTILIZE EXISTING I o c a t 1 o n_ EXTERIOR LIGHTING CIRCUIT.INSTALL AS HIGH AS ARLINGTON,WA POSSIBLE ON BUILDING. 4 Project No.2416.200 1 2 2 5 1 1 ELECTRICAL PHOTOS 1 3 z 7 \ I 1 I _ PORTABLE 6 - WEST �� PORTABLE 6 - NORTH �F J 2 3 4 1 3 6 1 2 2 3 4 Af, issued_ BID SET 03.20.25 •f i . „ I revision_ I drawn_ PORTABLE 5 - WEST PORTABLE 5 - SOUTH 2 PORTABLE 5 - EAST 3 SW checked_ BH sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 E 2.02 all rights reserved GENERAL NOTES McGRANAHAN 1. THESE PHOTOS ARE PROVIDED TO DEFINE THE SCOPE OF WORK AT EACH PORTABLE.THE CONTRACTOR SHALL BE RESPONSIBLE TO MEASURE AND QUANTIFY MATERIALS AS NECESSARY TO COMPLETE THE WORK AS INDICATED. DEMOLITION NOTES 10 DEMOLISH LIGHT FIXTURE.RETAIN EXISTING CONDUIT AND CONDUCTORS FOR INSTALLATION OF NEW LIGHT FIXTURE. O2 DISCONNECT EXISTING MECHANICAL UNIT FOR DEMOLITION BY MC. O3 DEMOLISH MECHANICAL DISCONNECT,CONDUIT AND CONDUCTORS BETWEEN DISCONNECT AND MECHANICAL UNIT.RETAIN EXISTING CONDUIT AND 1 22 1 2O CONDUCTORS BETWEEN DISCONNECT AND PANEL FOR INSTALLATION OF NEW DISCONNECT. iI l ;W� it it I A Gannett Fleming TranSystems Company ® DISCONNECT EXISTING EXHAUST FAN FOR DEMOLITION 6021 121h Street East,Suite 200 BY MC.RETAIN EXISTING CONDUIT AND CONDUCTORS Fife,Washington 98424 FOR INSTALLATION OF NEW EXHAUST FAN. T:253.922.04461F:253.922.0896 �N R. 6 4 4 6 CONSTRUCTION NOTES � t.asAdf 0 PROTECT CONDUIT,CAMERA,RECEPTACLE,SPEAKER, 2 FA EQUIPMENT,OR METER CABINET FOR INSTALLATION 1 1 OF NEW CLADDING OR APRON. INSTALL NEW LIGHT FIXTURE WI-1.UTILIZE EXISTING ASStoNAL ■■�__--- - CONDUIT AND CONDUCTORS. - INSTALL NEW LIGHT FIXTURE WL2.UTILIZE EXISTING -- — ,. CONDUIT AND CONDUCTORS. ® INSTALL NEW DISCONNECT FOR NEW MECHANICAL s UNIT.SEE MECHANICAL SCHEDULE FOR ADDITIONAL INFORMATION. O INSTALL NEW LIGHT FIXTURE WI-1.1.PROVIDE NEW project MISC IMPROVEMENTS CONDUIT AND CONDUCTORS AS REQUIRED.CONNECT TO EXISTING LIGHTING CIRCUIT. c I I e n t_ P RTABLE 11 - SOUT" PORTABLE 11 - NORTH o © CONNECT NEW EXHAUST FAN AS REQUIRED. ARLINGTON SD location_ ARLINGTON,WA Project No.2416.200 5 ELECTRICAL PHOTOS IIL j F 1 I ' ` r 1 _ , PORTABLE 10 - WEST � ) PORTABLE 10 - SOUTH �� PORTABLE 10 - EAST �F J V 5 2 3 issued BID SET 03.20.25 i it i i revision LLi drawn_ PORTABLE 9 - SOUTH 1 PORTABLE 9 - EAST 2 PORTABLE 9 - NORTH 3 SW checked_ BH sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 E 2.03 all rights reserved McGRANAHAN A Gannett Fleming TrenSystems Company 6021 121h Street East,Suite 200 Fife,Washington 98424 T:253.922.04461 F:253.922.0896 TN R. �04.esyiyp�ti'Ijf2 . F; A�O� R10IsYBR� �Q� AS`yINAL 1ry\�5 lb\ DEMOLITION NOTES 00 DEMOLISH EXISTING(2)FLUORESCENT LIGHT FIXTURES AND LIGHTING CONTROLS IN EACH RESTROOM. RI-1 RI-1 P11-7 P11-7 project_ SVLC MISC IMPROVEMENTS client_ OARLINGTON SD CONSTRUCTION NOTES location_ 0 EXISTING PANEL P11. ARLINGTON,WA Q$ QS Project No.2416.200 RI-1 RI-1PORTABLE 11 P11-7 P11-7 LIGHTING PLAN issued BID SET 03.20.25 revision drawn_ SW checked_ PROJECT NORTH BH PORTABLE 11 LIGHTING PLAN shee°=r-o• t ORIGINAL SHEET 15 30"x 42" tn 3.01 copyright 2024 E all rights reserved i SPECIAL INSPECTION AND TESTING AGREEMENT , Community and Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 In accordance with International Building Code Chapter 17,where application is made for construction as described in this section,the Owner or the License Design Professional responsible for,and acting as the owner's agent shall employ one or more Special Inspectors to provide inspections during construction. Property Address: 1216 E 5th St Lot#: Parcel ID No.: 31051200200300 Subdivision: Exterior wall repair, new entry canopies, restroom renovation, ramp/stair replacement, Project Description: mechanical unit replacement and exterior lighting replacement. Primary Contact: ❑ Owner ❑✓ Architect ❑ Engineer ❑ Contractor Owner Name: Brian Lewis, Arlington Public Schools Office No.: 360.618.6238 Email Address: brian.lewisC asdl 6.org Cell No.: Mailing Address: 315 French Ave city. Arlington State: WA Zip: 98223 Architect Name: Dion Serra, McGranahanPBK Office No.: 253.383.3084 Email Address: dion.serra@mcgranahan.com Cell No.: Mailing Address: 2111 Pacific Ave, Suite 100 City: Tacoma State: WA Zip: 98402 Professional License Number: 21010093 Expiration Date: 08/06/2026 Engineer Name: Bret Maddox, PCS Structural Solutions Office No.: 253.383.2797 Email Address: bmaddox@pcs-structural.com Cell No.: Mailing Address: 1250 Pacific Ave, Suite 701 City: Tacoma State: WA Zip: 98402 Professional License Number: WA SE 33519 Expiration Date: 04/05/29 Contractor Name: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: Before a permit can be issued: The owner, Architect or Engineer of record acting as the owner's agent, shall complete this agreement, including the required acknowledgements, and attach structural tests and inspections schedules.A pre-construction conference with the parties involved may be required to review the special inspection requirements and procedures. Page 1 of 4-REV03.2022 SPECIAL INSPECTION AND TESTING SHALL MEET THE MINIMUM REQUIREMENTS OF 2018 IBC. THE FOLLOWING CONDITIONS ARE ALSO APPLICABLE. 1. Duties and Responsibilities of Special Inspector a. Observe Work: The Special Inspector shall observe the work for conformance with City of Arlington approved (stamped) design drawings and specifications and applicable workmanship provisions of the IBC The Architect/ Engineer-reviewed shop drawings and/or project drawings may be used only as an aid to inspection. b. Report Non-Conforming Items: The Special Inspector shall bring non-conforming items to the attention of the Contractor and note all such items in the daily report. If any item is not resolved in a timely manner or is about to be incorporated in the work, the Special Inspector shall immediately notify the City of Arlington by telephone or in person, and notify the project Architect or Engineer. c. Furnish Daily Reports: Each Special Inspector shall complete and sign an inspection report for each day's inspections to remain at the job site with the contractor for review by the City of Arlington. d. Furnish Weekly Reports: The Special Inspector or agency shall furnish weekly reports of tests and inspections directly to the City of Arlington,project Architect/Engineer,and others as designated.These reports must include the following: i. Description of daily inspections and test made,with applicable locations. ii. Listing of all non-conforming items. iii. Report on how non-conforming items were resolved or unresolved,as applicable. iv. Itemize all changes authorized by the Architect/Engineer of Record and City of Arlington if not included in non-conformance items. e. Furnish Final Report: The Special Inspector or inspection agency shall submit a final signed report to the City of Arlington stating that all items requiring special inspection and testing were fulfilled and reported,and to the best of his/her knowledge,in conformance with the approved design drawings,specifications,approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when inspection was required,etc.) shall be specifically itemized in this report. 2. Contractor Responsibilities a. Notify the Special Inspector: The Contractor is responsible for notifying the Special Inspector or agency regarding individual inspection items on the summary schedule and as noted on the City of Arlington approved plan as specified by the Architect and or Engineer of record. b. Provide Access to Approved Plans: The Contractor is responsible for providing the Special Inspector access to approved plans at the job site. c. Retain Special Inspection Records: The Contractor is also responsible for retaining at the job site all Special Inspection records submitted by the Special Inspector and providing these records for review by City of Arlington,upon request. 3. City of Arlington a. Approve Special Inspector: The City of Arlington shall approve all Special Inspectors prior to performing any inspection. b. Monitor Special Inspection: Work requiring special inspection and the performance of Special Inspectors shall be monitored by the City of Arlington. His/ Her approval must be obtained prior to placement of concrete or similar activities in addition to that of the Special Inspector. Page 2 of 4- REV03.2022 4. Owner Responsibilities a. Funding: The project owner or the Architect or Engineer of record acting as the owner's agent shall fund the Special Inspection Services. S. Architect or Engineer of Record Responsibilities a. Drawings: The Architect or Engineer of record shall include special inspection requirements on the design drawings and specifications. b. Schedule Inspections: Provide a summary schedule of required inspections which would outline frequency of inspections for items which may require multiple inspections which may include but are not limited to concrete and grout testing, compaction, testing of backfill and or road beds as recommended by the geo-tech engineer, and structural welding as work progresses. 6. Indicate items requiring special inspection,structural testing,or structural observations by checking the appropriate box. ❑ STRUCTURAL STEEL ......................................................................... (IBC 1705.2.1 & 1705.12.1) ❑ STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL ....... (IBC 1705.2.2) ❑ CONCRETE CONSTRUCTION ............................................................. (IBC 1705.3) ❑ MASONRY CONSTRUCTION ............................................................... (IBC 1705.4) I WOOD CONSTRUCTION ..................................................................... (IBC 1705.5, 1705.11.1 &1705.12.2) ❑ SOILS CONSTRUCTION ....................................................................... (IBC 1705.6) ❑ DRIVEN DEEP FOUNDATIONS .......................................................... (IBC 1705.7) ❑ CAST-IN-PLACE DEEP FOUNDATIONS ............................................. (IBC 1705.8) ❑ HELICAL PILE FOUNDATIONS .......................................................... (IBC 1705.9) ❑ SPRAYED FIRE-RESISTANT MATERIALS ......................................... (IBC 1705.14) ❑ MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS ........... (IBC 1705.15) ❑ EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) .................. (IBC 1705.16) ❑ FIRE-RESISTANT PENETRATIONS AND JOINTS ............................. (IBC 1705.17) Only required for high-rise buildings or those assigned to Risk Category III or IV per IBC Table 1604.5. ❑ SMOKE CONTROL ............................................................................... (IBC 1705.18) ❑ ARCHITECTURAL COMPONENTS ..................................................... (IBC 1705.12.5) Only required for buildings located within Seismic Design Category D,E, or F El PLUMBING,MECHANICAL&ELECTRICAL COMPONENTS ............. (IBC 1705.12.6) Only required for buildings located within Seismic Design Category C,D,E, or F ❑ SEISMICALLY ISOLATED SYSTEMS ................................................... (IBC 1705.12.8) Material alternatives or unusual design applications ❑ SPECIAL CASES .................................................................................... (IBC 1705.1.1) ❑ MISCELLANEOUS AREA These inspections may be recommended by the Architect/Engineer and are to be approved by the Building department. Page 3 of 4- REV03.2022 Acknowledgements I HAVE READ AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THIS AGREEMENT. (Attach more sheets for signatures if necessary) Owner Name: Brian Lewis, Executive Director of Operations, Arlington Public Schools Date: Signature: Contractor Name: TB Date: Signature: ❑ Submit written statement of responsibility in accordance with IBC Section 1704.4. Special Inspector Name:TBD Date: Signature: ❑ Submit WABO certification for special inspection agency and inspectors, (or) ❑ Submit Special Inspection agency documentation for Building Official approval. Names of Special Inspectors Scope of Work. Submit copies of inspector certifications provided for each discipline. Inspector Name: Scope of Work: Inspector Name: Scope of Work: Inspector Name: Scope of Work: Inspector Name: Scope of Work: Inspector Name: Scope of Work: Inspector Name: Scope of Work: Architect/Engim,qer of 1jecoo Dion Serra, McGranahanPBK Date: 03.27.2025 Signature: Structural Observer Bret Maddo S Structural Solutions Date:3/27/2025 Signature: 0 Statement of ecial Inspectionspompleted and submitted in accordance with IBC Section 1704.3. El Structural Observations required in accordance with IBC Section 1704.5. SAVE PRINT Page 4 of 4- REV03.2022 NzpCS Structural Solutions Seattle 1011 Westem Avenue,Suite 8101 Seattle,WA 98104 1206.292.507( Tacoma 1250 Pacific Avenue,Suite 701 1 Tacoma,WA 984021253.383.2797 Portland 101 SW Main Street,Suite 1602 1 Portland,OR 972041503.232.374' www.pcs-structural.com STRUCTURAL CALCULATIONS FOR 5YLG IMPROVEMENTS 1215E5T" 5T ARLINGTON, YNA g8223 PREFAREP BY PG5 STRUCTURAL 50LU770N5 Mai 33519 10NAL��G�� MARCH 27, 2025 25-220 Project: t.'tl�Mop X 6,11 Job No: 17,97apCS Subject: Sheet Name: Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date: 1 "� � ,C7 �- 09) Ar i1 1 x�; en1c- 4,2 -z. Seattle 1011 Western Avenue,Suite 810•Seattle,WA 98104•tel:206.292.5076 ! www.pcs-structu�om Tacoma 1250 Pacific Avenue,Suite 701•Tacoma,WA 98402•tel:253.383.2797 Portland 101 SW Main Street,Suite 280•Portland,OR 97204•tel:503.232.3746 Project: [ �-C' (/�'fF'�-�/I /� RI"5 Job No: Z95-?2csp Subject:- Sheet Name: VL-I Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date:' l IJ -I VIP qF t� P Seattle 1011 Western Avenue,Suite 810•Seattle,WA 98104•tel:206.292.5076 www.pcs-structural.com Tacoma 1250 Pacific Avenue,Suite 701•Tacoma,WA 98402•tel:253.383.2797 Portland 101 SW Main Street,Suite 280•Portland,OR 97204•tel:503.232.3746 Project: IiMi '�/ t Job NoapCS : Subject: Sheet Name: 7-IAA Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date: a®0-2--- tl f{ � . ._...... �`- ,►_' "gip�, �c i C -�.�� I Z�� .(�t �cxa l� vE.IIII 1 Seattle 1011 Western Avenue,Suite 810•Seattle,WA 98104•tel:206.292.5076 www.pcs-structural.com Tacoma 1250 Pacific Avenue,Suite 701 •Tacoma,WA 98402•tel:253.383.2797 Portland 101 SW Main Street,Suite 280•Portland,OR 97204•tel:503.232.3746 STILLAGUAMISH VALLEY LEARNING CENTER MISC McGRANAHAN IM P R O V E M E N T S ARLINGTON PUBLIC SCHOOLS 21010093 REGISTERED Arlington, ■■ A ARCHITECT SIO RA A7TE OF WASHINGTON B I D S E T MARCH 24, 2025 ABBREVIATIONS GENERA L PROJECT NOTES SYMBOLS PROJECT DATA PROJECT TEAM SHEET INDEX 1. REFERENCE FIRST SHEET IN EACH DRAWING SERIES FOR ADDITIONAL APPLICABLE GENERAL NOTES. PROJECT DESCRIPTION @ AT MATL MATERIAL WORKING INCLUDES PREPARATION AND PAINTING EXTERIOR OF EXISTING OWNER COST ESTIMATOR GENERAL AB ANCHOR BOLT MAX MAXIMUM 2. ALL WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES UNLESS OTHERWISE PORTABLES INTERIOR RESTROOM IMPROVEMENTS EXTERIOR WALL REPAIR ARLINGTON PUBLIC SCHOOLS RC COST GROUP G0.00 COVER SHEET ACOUST ACOUSTICAL MB MACHINE BOLT INCL WASHER/NUT NOTED ON THE DRAWINGS AND SPECIFICATIONS.THE GENERAL CONTRACTOR SHALL COORDINATE 1 DETAIL AT SELECT LOCATIONS,EXTERIOR RAMP AND STAIR REPLACEMENT AND 315 N.FRENCH AVENUE, 9727 COPPERTOP LOOP A0.01 ACT ACOUSTICAL CEILING TILE MECH MECHANICAL THE GENERAL NOTES WITH THE WORK OF ALL TRADES,INCLUDING BUT NOT LIMITED TO THE EXTERIOR ELECTRICAL LIGHTING AND MECHANICAL UPGRADES. ARLINGTON,WA,98223 NE,SUITE 204, CIVIL ADJ ADJACENT MIE/P OR MEP MECHANICAL,ELECTRICAL,AND PLUMBING MECHANICAL,ELECTRICAL,AND ACOUSTICAL TRADES. PHONE:360.618.6200 BAINBRIDGE ISLAND,WA,98110 C1.0 PAVEMENT AND DRAINAGE ION PLAN AED AUTOMATIC EMERGENCY DEFIBRILLATOR MFR MANUFACTURER PHONE:206.565.3286 &CABINET MH MANHOLE 3. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREOF. /^, \ CIA NOTES AFF ABOVE FINISH FLOOR MICRO MICROWAVE THE CONTRACTOR SHALL INVESTIGATE VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE ` ,� - - GRID LINE ARCHITECT C1.2 ES ALUM ALUMINUM MIN MINIMUM PROJECT AND SHALL NOTIFY THE OWNERIARCHITECT OF CONDITIONS REQUIRING MODIFICATION McGRANAHAN PBK ARCHITECTS ANOD ANODIZED MLDG MOLDING BEFORE PROCEEDING WITH THE WORK. 2111 PACIFIC AVENUE,SUITE 100 ARCHITECTURAL ASPH ASPHALT MTL METAL PROJECT ADDRESS TACOMA,WA 98402 A1.00 SITE AERIAL ASS Y ASSEMBLY NATL NATURAL 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE PLACEMENT OF THE BUILDING ON THE SITE. STILLAGUAMISH VALLEY LEARNING CENTER PHONE:253.383.3084 ATTACH ATTACHMENT NIC NOT IN CONTRACT CENTER LINE 1216 E STH STREET A1.01 PHOTOS PAGE ALT ALTERNATE NO NUMBER 5. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS BY VARIOUS DISCIPLINES,ARCHITECTURAL DRAWINGS ARLINGTON,WA 98223 CIVIL ENGINEER A1.02 PHOTOS PAGE BD OR BRD BOARD NR NOT RATED SHALL GENERALLY BE ASSUMED TO GOVERN.IN SUCH INSTANCES THE CONTRACTOR SHALL CONSULT THE HARMSEN,LLC A1.03 PHOTOS PAGE BF BARRIER FREE NOM NOMINAL ARCHITECT BEFORE PROCEEDING WITH THE WORK. TAX PARCEL NUMBER 2822 COLBY AVE SUITE 300 A2.00 FINISH LEGEND,SCHEDULES,DETAILS BITUM BITUMINOUS NTS NOT TO SCALE 15'-8" 31051200200300 EVERETT,WA,98201 A3.00 ENLARGED RESTROOM PLANS+RCP+INT ELEVATIONS BLDG BUILDING OC ON CENTER 6. CONDITIONS WHICH ARE NOT DETAILED SHALL BE ASSUMED TO BE SIMILAR IN CHARACTER TO THOSE WHICH PHONE:360.794.7811 BLKG BLOCKING OD OUTSIDE DIAMETER ARE.WHERE SPECIFIC DIMENSIONS,DETAILS OR DESIGN INTENT CAN NOT BE DETERMINED THE CONTRACTOR T 0 SLAB OR-JZ LEGAL DESCRIPTION A4.00 STAIRS&RAMP ENLARGED PLANS BM BEAM OF OVERFLOW SHALL NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 100'-6" REFERENCE ELEVATION SEC 12 TWP 31 RGE 05 TH PTN S1/2 NW1/4 NWl14 DAF-BEG SE COR NW1/4 NW1/4 TH W ALG S LN STRUCTURAL ENGINEER A4.01 STAIRS&RAMP ENLARGED PLANS BO BOTTOM OF OVHD OVERHEAD SD S1/2 NW1/4 NW1/4 TO BE CDR LOT 9 PLAT OF PIED PIPER HEIGHTS TH NLY AUG E BDY LN SO PCS STRUCTURAL SOLUTIONS A5.00 ROOF PLANS BOTT BOTTOM OPER OPERABLE 7. CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS(NIC)IS NOT IN CONTRACT.THE CONTRACTOR PLAT&ALG EXT OF SO LN INSAME DIR TO INT N LN SD S1/2 NW114 NW1/4 TH ELY ALG SD N LN TO PACIFIC PLAZA A6.00 DETAILS BTWN BETWEEN OPP OPPOSITE HAND SHALL COORDINATE ALL TRADES OF HIS WORK,WHETHER DIRECTLY OR INDIRECTLY INVOLVED,WITH NE CDR SO SUB TH S ALG E LN SO SUB TO POB TGW ALL TH PTN LOT 9 OF KUNZE ACREAGE 1250 PACIFIC AVENUE,SUITE 701 AD1.00 DEMOLITION PHOTOS BRG BEARING OPNG OPENING NIC WORK. TRACT LY N OF FDL-BEG BE CDR LOT 9 TH NLY 201 E LN THOF TO TPB SO LN TH WILY TACOMA,WA 98402 CB CATCH BASIN OTS OPEN TO STRUCTURE 0 OR 0 WORK POINT IN A STRT LN TAP ON W LN SO LOT WH IS 200FT N OF SW CDR THOF&TERM SO LN TGW LOT 14 PHONE:253.383.2797 OEM CEMENT OTA OPEN TO ABOVE 8. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND GOVERNING AUTHORITIES SO KUNZE ACREAGE TR EXC PTN DAF BEG SE COR SO LOT 14 TH S87'30 34W 6.23FT THN30'24 STRUCTURAL CG CORNER GUARD OVHG OVERHANG AND SHALL BE OF BEST PRACTICE OF EACH TRADE. 32E TO ELY LN SO LOT TH S ALG E LN SO LOT TO SE CDR&POB&TGW TH PTN LOT 13 SO KUNZE MECHANICAL ENGINEER 51.01 GENERAL NOTES CJ CONTROL JOINT PENE PENETRATION ACREAGE TR DAF-BEG NW COR SO LOT 13 TH N85'2432E 85.18FT TH S03'00 OOW 151.33FT TH BCE ENGINEERS 52.01 STRUCTURAL PLANS AND DETAILS CLG CEILING PERF PERFORATED 9. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. 515'2432W 159.63FTTH S30'2432W 88.O5FT TH CONT ON LAST BEAR TAP OF INT WITH W LN SD 6021 12TH STREET E SUITE 200 A R BARRIER, CMU CONCRETE MASONRY UNIT PI POST INDICATOR � LOT 13 TH NLY ALG W LN TO POB&ALSO TGW TH PTN N112 NW114 NW114 LY ELY OF PLAT OF FIFE WA 98424 AIR BARRIER, MECHANICAUPLUMBING ' CO CLEAN OUT PJSC PROJECTION SCREEN 10. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK.THE CONTRACTOR � DAMP PROOFING, BURGOYNE ADD EXC TH PTN OF NW114 NW114 NW114 LYSLY OF A LN EXT N87'4018E FR NE COR PHONE:253.922.0446 CONIC CONCRETE PL PLATE IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES/CORRECTIONS. I WATER PROOFING LOT 7 SO PLAT TO E LN SO SUB.EXC TH PTN THOF DAF:BEG SE CDR NW1/4 NW114 TH W ALG S M0.01 MECHANICAL LEGEND,SCHEDULES,AND NOTES CORR CORRIDOR PLAM PLASTIC LAMINATE LN OF S1I2 NW114 NW114 TO SE CDR LOT 9 PLAT PIED PIPER HEIGHTS,VOL 13 PG109 OF PLAT TH ELECTRICAL ENGINEER M13 MECHANICAL SPECIFICATIONSp r o j e c[_ CORRUG CORRUGATED PLAS PLASTER 11. FINISHED FLOOR ELEVATIONS ARE TO DESIGNED TOP OF CONCRETE UNLESS NOTED OTHERWISE. NLY ALG E BOY LN SO PLAT&ALG EXT OF SD LN IN SAME DIR TO INT N LN OF S112 NW114 NW114 BCE ENGINEERS M1.01 MECHANICAL SITE AND FLOOR PLANS SVLC MISC IMPROVEMENTS CL CENTER LINE PNL PANEL TH ELY ALG SO N LN TO NE CDR 5112 NW1/4 NW114 TH S ALG E LN OF SO S112 NW114 NW1/4 TPB. 6021 12TH STREET E,SUITE 200 MD1.01 MECHANICAL SITE AND FLOOR DEMOLITION PLANS CLR CLEAR PNT PAINT 12. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS,BRACING,BACK-UP PLATES AND SUPPORTING ALSOEXC FDP-COM SE COR LOT 9 KUNZE ACREAGE TRS IN VOL 9 PG 43 OF PLATS TH NI FIFE,WA,98424 CONN CONNECT POLY POLYSTYRENE BRACKETS REQUIRED FOR THE BEST POSSIBLE INSTALLATION OF ALL TOILET ROOM ACCESSORIES AND SSE ALG E LN SO LOT 9 DIST 200.62FT TO TPB TH CONT N04'13 55E ALG SO E LN DIST 60.28FT TH PHONE:253.922.0446 ELECTRICAL client_ CONT CONTINUOUS PR PAIR PARTITIONS,OWNER FURNISHED ITEMS,AND ALL WALL MOUNTED OR SUSPENDED MECHANICAL,ELECTRICAL OR S88'4259W DIST 565.23FT TO ELN OF W 562FT OF E112 N1/2 NWIA NW1/4 TH S45'1646W DIST ARLINGTON PUBLIC SCHOOLS CPT CARPET PROT PROTECTION MISCELLANEOUS EQUIPMENT. 180.93FTTO S LN OF E112 N112 NW114 NW114 TH N87'1201E ALG SD S LN DIST 211.62FT TO SE COR E0.01 ELECTRICAL LEGEND,NOTES,AND SPECIFICATIONS CSA CLADDING SUPPORT ASSEMBLY PSI POUNDS PER SQUARE INCH SO SUB TH N04'11 13E ALG E LN SD SUB DIST 59.07FTTH N88'42 59E DIST 473.64FT TPB PER SWD E1.00 OVERALL ELECTRICAL SITE PLAN CSK COUNTERSINK PT PRESSURE OR PRESERVATIVE TREATED 13. THE FLAME SPREAD RATING FOR ALL MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES. REC AFN 200006120448.TGW FDP-COM SE COR LOT 9 KUNZE ACREAGE TRACTS PER PLATS VOL E1.01 ELECTRICAL SITE PLAN I o c a t i o n- CW CURTAINWALL PTN PARTITION 9 PG 43 TH N04'13 55E ALG E LN SO LOT 9200.62FT TPB TH CONT N04'13 55E ALGSD E LN 60.28FT ARLINGTON,WA D CLOTHES DRYER PVC POLYVINYL CHLORIDE 14. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL CONTRACTOR'S DRAWINGS AND MANUFACTURER'S TH S88'42 59W 565.23FT TO E LN W 562FT OF E1/2 N1/2 NW1/4 NW1/4 TH S45'1646W 180.93FT TO S E2.01 ELECTRICAL PHOTOS DBL DOUBLE PW OR PLYWD PLYWOOD TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS,BOLT SETTING LN E1/2 N112 NW114 NW114 TH N87'12 01E ALG SD S LN 211.62FT TO SE COR SD SUB TH N04'11 E2.02 ELECTRICAL PHOTOS DEMO DEMOLISH QT QUARRYTILE TEMPLATES,SPRING AND VIBRATION ISOLATORS,ETC.NOT SHOWN ON DRAWINGS. 13EALG E LN SO SUB 59.07FT TH N88'4259E 473.64FT TPB PER QCD RED AFN 200105220839 E2.03 ELECTRICAL PHOTOS DF DRINKING FOUNTAIN R RISER E3.01 PORTABLE 11 LIGHTING PLAN DIA,0 DIAMETER RAD RADIUS 15, PROVIDE PROPERANCHORAGE OF ESSENTIAL EQUIPMENT IN ACCORDANCE WITH APPLICABLE CODES. Project No.2416.200 ON DOWN RCP REFLECTED CEILING PLAN JURISDICTION REFERENCE COVER SHEET DO DITTO OR REPEAT ADJACENT ELEMENT RD ROOF DRAIN W ALL PIPE DUCTS,BUSS DUCTS AND CONDUITS THAT PENETRATE FLOOR SLABS AND/OR RATED WALLS SHALL BE CITY OF ARLINGTON DR DOOR RE REFER TO INSTALLED IN A MANNER WHICH WILL PRESERVE THE FIRE RESISTIVE AND STRUCTURAL INTEGRITY OF THE DS DOWNSPOUT REF REFRIGERATOR BUILDING. DWG(S) DRAWING($) RES RESILIENT ZONING DESIGNATION (E)OR EXIST EXISTING READ REQUIRED 17. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL,ELECTRICAL AND CEILING INSTALLER. PIPS PUBLIC/SEMI-PUBLIC EA EACH RM ROOM WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND INSTALLATION,THE GENERAL CONTRACTOR SHALL EIFS EXTERIOR INSULATION FINISH SYSTEM RR RESTROOM CONSULT WITH THE ARCHITECT PRIOR TO THE PROCEEDING WITH THE WORK. LOT AREA EJ EXPANSION JOINT RUB RUBBER 18.6 ACRES ELECT ELECTRICAL RWL RAIN WATER LEADER 18. PROVIDE ACCESS PANELS FOR MECHANICAL AND ELECTRICAL EQUIPMENT AS REQUIRED BY APPLICABLE CODES. ELEV OR EL ELEVATION SAC SUSPENDED ACOUSTICAL CEILING ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR BUILDING AREA EMER EMERGENCY SAM SELF ADHERED MEMBRANE REVIEW PRIOR TO START OFTHE WORK.ELECTRICAL'J'BOXES,PLUMBING CLEAN OUTS,FIRE DAMPERS AND 57,467 SF EMBED EMBEDMENT SCHED SCHEDULE OTHER SIMILAR ITEMS REQUIRING ACCESS ARE NOT TO BE LOCATED ABOVE GYPSUM BOARD OR SIMILAR EN ENAMEL SC SOLID CORE CEILINGS. ENL ENLARGED SCL STRUCTURAL COMPOSITE LUMBER EPS EXPANDED POLYSTYRENE SD SOAP DISPENSER 19. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT PRIOR TO STARTING THE WORK COMPREHENSIVE LAYOUT EQ EQUAL SEC SECURITY DRAWINGS INDICATING DIMENSIONAL LOCATION OF ALL VISIBLE BUILDING ELECTRICAL,AUTOMATION,SECURITY, EQUIP EQUIPMENT SF STOREFRONT LIFE SAFETY,CONTROL,ETC.EQUIPMENT. EXP EXPANSION SHEATH SHEATHING EXT EXTERIOR BHT SHEET 20, THE CONTRACTOR SHALL COORDINATE AND PROVIDE ALL SLAB AND WALL OPENINGS REQUIRED BY MECHANICAL EXTR EXTRUDED SIM SIMILAR AND ELECTRICAL DRAWINGS. FB ELECTRICAL FLOOR BOX SPEC SPECIFICATION FD FLOOR DRAIN SP STANDPIPE ASSY INCL FIRE EXTINGUISHER 21, THE INSULATION CONTRACTOR IS TO PROVIDE A CERTIFICATE OF COMPLIANCE TO THE ARCHITECT/OWNER UPON I a ^ FE FIRE EXTINGUISHER-SEESYMBOLS SPK SPEAKER THE COMPLETION OF WORK. - FE-K FIRE EXTINGUISHER-KITCHEN TYPE-SEE SYMBOLS SO SQUARER FEC FIRE EXTINGUISHER CABINET.SEE SYMBOLS SIS OR SS STAINLESS STEEL 22. THE CONTRACTOR SHALL VERIFY ALL CONCRETE AND MASONRY OPENINGS IN THE FIELD PRIOR TO FABRICATION y ^¢ _ 't, FF FACTORY FINISH STC SOUND TRANSMISSION CLASS OF DOORS AND FRAMES. - I City of Arlington FH FIRE HYDRANT STD STANDARD •�',-!Fr Building Department FIN FINISHED)ED) STL STEEL 23. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MOLECULAR . � �°•'.2' FLASHG FLASHING STOR STORAGE BREAKDOWN AND GALVANICACTION. k'•r - APPROVED FLR FLOOR OR FLOORING STRUCT STRUCTURAL1, FM FACTORY MUTUAL $LISP SUSPENDED 24. ROOF OBSTRUCTIONS SUCH AS TELEVISION ANTENNA,OR GUY WIRES SHALL NOT BE INSTALLED IN A MANNER 2F FURNISHED BY OWNER INSTALLED BY CONTRACTOR T TREAD OBSTRUCTING FIRE DEPARTMENT ACCESS OR EGRESS. h. >a = - -- Kevin Olander-06/04/2025 F010 FURNISHED BY OWNER INSTALL BY OWNER T&G TONGUE AND GROOVE FO FACE OF TERM TERMINATION 25. PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECT ALL CONTROL METERS,REGULATORS AND PIPING FOR No changes authorized unless approved by FP FIREPLACE THRESH THRESHOLD HAZARDOUS MATERIALS THAT ARE EXPOSED TO VEHICULAR DAMAGE.CONSULT WITH THE ARCHITECT PRIOR TO x0/ '�° .�" < FRM FRAME TO TOP OF INSTALLATIONS. 9 �' the Building Official FRMG FRAMING TRTD TREATED - FRP FIBERGLASS REINFORCED PANEL($) TYP TYPICAL 26. ALL MASONRY DIMENSIONS ARE NOMINAL. - FRZ FREEZER TS TUBE STEEL yy _ FT FOOT OR FEET UL UNDERWRITERS LABORATORY 27. CEILING HEIGHT DIMENSIONS ARE FROM DESIGNED FINISHED FLOOR TO FINISHED CEILING SURFACES UNLESS i' - P-7 P-5 P-3 - GA GAUGE UNO UNLESS NOTED OTHERWISE NOTED OTHERWISE. GALV GALVANIZED LIS UNDERSIDE - GL GLASS VCT VINYL COMPOSITION TILE 28, WHERE REQUIRED,DOORS OPENING INTO REQUIRED FIRE RESISTIVE CORRIDORS SHALL BE PROTECTED W/A r�"{ •• - &•� GLU-LAM GLUE LAMINATED VIF VERIFY IN FIELD SELF CLOSING SMOKE AND DRAFT CONTROL ASSEMBLY HAVING A RATING ANDS LABEL IN ACCORDANCE WITH - GWB GYPSUM WALLBOARD VPLAS VENEER PLASTER WALL ASSEMBLY. GYP GYPSUM VERT VERTICAL HDBD HARDBOARD VWC VINYL WALL COVERING 29. PROVIDE FIRE DAMPERS OR DOORS WHERE DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS UNLESS NOTED , ,5 ; pq HC HANDICAP W WASHING MACHINE OTHERWISE. HDWRE HARDWARE W/ WITH - 1 .>,a x. t HGT HEIGHT WB WHITE BOARD 30. GENERAL CONTRACTOR TO PROVIDE ALL REQUIRED SIGNAGE(MAXIMUM OCCUPANT LOAD,BUILDING ,, <�, -Q /x r - _ - k, ! Bryant Trafton It HM HOLLOW METAL WC WATER CLOSET ACCESSIBILITY,ETC.)AS REQUIRED BY LOCAL BUILDING CODE AUTHORITY IN ORDER TO RECEIVE PERMANENT HORIZ HORIZONTAL WF WIDE FLANGE PROJECT OCCUPANCY. P-10 P-8 Tie Outback©/ issued_ AR HOUR WD WINDOW - Kangaroo Farm HSS HOLLOW STRUCTURAL SHAPE WOO WOOD 31. ALL SURFACES EXPOSED TO VIEW SHALL BE PROVIDED IN A FINISHED CONDITION(PAINTED,SEALED,CLEANED, I (PROJECT SITE) BID SET 24 MAR 25 ID INSIDE DIAMETER WHS WELDED HEAD STUD ETC). ! 7 •• STILLAGUAMISH IE IN ELEVATION WOM WALK OFF MAT VALLEY INCL INCLUDE OR INCLUDING WP WALL PAD 32. DEMOLITIOWCONSTRUCTION SHALL CONFORM TO CHAPTERS 141FC AND 33ISO. P 4 P 2 - - LEARNING INT INTERIOR WR WATER RESISTANT P.g - e:o1 Arlington ' INSUL INSULATION WWF WELDED WIRE FABRIC I ,y �' - _ ��e,- Heights CENTER rev v is i o n JAN JANITOR XPS EXTRUDED POLYSTYRENE , - mgton - JT JOINT 4 ``;a O u JST JOIST - L ANGLE + "' LAM LAMINATE "'" r� LB OR# POUND . ' LLH LONG LEG HORIZONTAL -- LLV LONG LEG VERTICALr•x'� <c LOG LOCATION ` I' ;� Smok Point ■' Jordan - Sarvey W,Idl,'e O Care Centz, sac. d ra Wn isco Heights Author $Brnson CanyonrCreek _ 9 ,I -cue, .pose 11ecr0e checked NOWK NO SITE MAP VICINITY MAP H Checker Scale:1"=60'-0 Scale:12'=V-0' h,et ORIGINAL SHEET IS 30"x42" a copyright 2025 9 G0.00 all rights reserved DEMO KEY NOTES <@> DEMOLISH EXISTING FLOORING AND BASE,PREP SUBSURFACE TO RECEIVE NEW FINISH McGRANAHAN DEMOLISH EXISTING FRP WALL CLADDING,PREP SUBSURFACE TO RECEIVE NEW FINISH 03 DEMOLISH ALL EXISTING PLUMBING FIXTURES INCLUDING:TOILETS 8 URINALS,SINKS 8 FAUCETS, JANITOR MOP-SINK AND FAUCET Pw DEMOLISH PLAM COUNTER,STALL PARTITIONS,AND RESTROOM ACCESSORIES OS DEMOLISH EXISTING WATER HEATER,PREP FOR INSTALLATION OF NEW 210100937AR7CHITECT O6 UNINSTALL EXISTING LIGHT FIXURES,SALVAGE AND PREP FOR REINSTALLATION DIO RA $ATE OF WASHINGTON DEMOLISH CEILING AND SUSPENSION SYSTEM IN ITS ENTIRETY 08 DEMOLISH WOOD TRIM DEMO GENERAL NOTES THE DRAWINGS 8 SPECIFICATIONS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS.THESE DRAWINGS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS-BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS.THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK.THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON.ALL BIDDERS ARE ENCOURAGED TO PERFORM A SITE INSPECTION PRIOR TO BIDDING. 1. 'REMOVE",'DEMO',OR"DEMOLISH'SHALL DENOTE ITEMS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF,UNLESS ITEM IS NOTED TO BE SALVAGED FOR THE OWNER'S FUTURE USE OR TO BE REINSTALLED AS NEW WORK. 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 NOTED TO BE SALVAGED ANDIOR RE-USED.CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS IDENTIFIED TO BE REMOVED,SALVAGED AND REINSTALLED.DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 3. CONTRACTOR SHALL DEMOLISH ANDIOR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATIONIADDITION WORK UNDER THIS CONTRACT.COORDINATE WITH MECHANICALIELECTRICAL DRAWINGS. 4. CONTRACTOR TO BE RESPONSIBLE FOR CUTTING AND PATCHING OF FINISHES AS REQUIRED TO ACCOMMODATE CONSTRUCTION,INCLUDING ALL STRUCTURAL,MECHANICAL AND ELECTRICAL DEMOLITION WORK. 5. CONTRACTOR SHALL REVIEW THE HAZARDOUS MATERIALS REPORT AND FOLLOW ALL PROTOCOLS INCLUDED IN REPORT DURING DEMOLITION. 6. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL TEMPORARY City Of Arlington SHORING AND SUPPORT IS PART OF THIS CONTRACT. Building Department 7. SEE CIVIL,MECHANICAL,ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION CALLOUTS. APPROVED B. OWNER HAS FIRST RIGHT TO SALVAGE ANY ITEMS PRIOR TO DEMOLITION. Kevin Olander- 06/04/2025 9. REMOVE AND REINSTALL ALL WALL AND CEILING MOUNTED ITEMS TO REMAIN AS REQUIRED TO INSTALL TO ALLOW THE INSTALLATION OF NEW FINISHES. p r o j e c t_ NO Changes authorized unless approved by SVLC MISC IMPROVEMENTS the Building Official client_ ARLINGTON PUBLIC SCHOOLS location_ ARLINGTON,WA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project No.2416.200 0 06 0 ° DEMOLITION 06 0 02 0 ° of E. oa �pt+�• 04 oa 1 06 04 01 01 01 WOMENS RR DEMO PHOTO �� WOMENS RR DEMO PHOTO �„� WOMENS RR DEMO PHOTO �(:�) WOMENS RR DEMO PHOTO FLOORING.FRP.AND CEILING DEMO NOT SHOWN FOR CIARITY Scale:NTS r FLOORING,FRP,ANOCEILINGDEMDNOTSHOWNFORCLARITY Scale:NTS 1" 1 V FLOORING FRP,AND CEILING DEMO NDTSHOWN FGRCLORITY Scale:NTS P FLDDwwc,FRP,AND CEILING DEMO NOT SHavn FOR cuRITv Seale:NTS P L 08 0 08 0 08 07 08 O6 0 r Issued_ ' BID SET 24 MAR 25 0 0 revision_ I L 204 'R i 04 � I v- Jig— —�� 1 03 cr 03 i 03 11 ✓ d R•• _ _ __Li-__ __ _J L== + Ir l� 1 I I III — y i � drawn_ checked_ MENS RR DEMO PHOTO MENS RR DEMO PHOTO A MENS RR DEMO PHOTO r7 MENS RR DEMO PHOTO FLOORING,FRP,AND CEILING DEMO NOT SHOWN FOR CIPRITY Scale:NTS r 13 FLOORING,FRP,ANDHIILINGDEMONOTSHOWNFORCVRITY Scale:NTS 1" 9 FLOORING,FRPANDHIILINGDEMONOTSHI—FORCVRITY Scale:NTS r v FLOOIRING.FRP.AND CEILING DEMO NOT SHOWN FOR CURITY Scale:NTS P heet ORIGINAL SHEET IS 30"x42" copyright 2025 AD1.00 all rights reserved GENERALNOTES 1. SEE CIVIL DRAWINGS FOR HORIZONTAL CONTROL,GRADING,ASPHALT&CONCRETE PAVING,VEHICLE STRIPING AND UTILITIES. r R e e u e 2. SEE LANDSCAPE DRAWINGS FOR CONCRETE PAVING,PLANTING,IRRIGATION AND PLAY AREA INFORMATION. Mc`�'`^N^•'^N 3. SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING AND SITE ELECTRICAL UTILITIES. 4. SEE SITE PHASING/SEQUENCING PLAN FOR ADDITIONAL INFORMATION. PW 21010093 REGISTERED ARCHITECT DIO RA S ATE OF WASHINGTON ,` •, , �,�, =� LEGEND IN PROJECT SCOPE ! r I I' - '�v'` ") � „S�R�� .ter + � � , �i� ''"' w �\'�• �'� ,lVY1 ��• " 17 I� P-7 P-5 P 3 !� project_ I 1 SVLC MISC IMPROVEMENTS ______ ��___ - •1�, 1 client r 'A4.01 A4 ------ I - �1 7.00 A4.00=-_- 5 � ARLINGTON PUBLIC SCHOOLS • 6 � � location_ NEW CA A4'� ARLINGTON,WA 4 I I SEE i '• P 9 I I A1,10 Project No.2416.200 Aa 5 01 I — SITE AERIAL J I • I P1 / A5.00 A406 P-10 I j �, I P-8 A4.00 3 l j I I Aa.oe IL II NEW CANOP - "•�r, A5 66 , A4.01 P I P 2 r • � I � I P-6 _ ► 1 ; 3 A4.00 - •fit ` ••. ''• ► I ' ,'� •,I '. .- \ •� •'-- . issued -" ' BID SET 24 MAR 25 • / .� I r. , t ' +,�; �•'' "y �,, °� �� y 1 City of Arlington revision_ jr �y 4 / . 4 �� _J✓i Building Department I 41 APPROVED s,. - Kevin Olander-06/04/2025 No changes authorized unless approved by • ''`• • 1 '. . ++ }'}+r(II ( , the Building Official dra PROJECT NORTH cheelced- SITE AERIAL 3164"=1'0" sheet ORIGINAL SHEET 15 30" 42"x copyright 2025 A1.00 all rights reserved KEY PLAN 12 TYP(2) 11 TYP(2) 20 3 18 3 McGRANAHAN Pw _ .►��. S 7 S 5 - ' 21010093 REGISTERED .I., 1 - y..r'__` ❑ ARCHITECT DIO RA ,4 ��•. � I' ` _ a 5 ATE OF WASHINGTON hit eNORIHT 16 2 nP PORTABLE 4 -WEST PORTABLE 4 - SOUTH PORTABLE 4 - EAST PORTABLE 4 - NORTH GENERA L PROJECT NOTES Scale:NTS )• 13 Scale:NTS )• 15 Scale:NTS 3' 14 Scale:NTS I^ 1. THESE PHOTOS ARE PROVIDED TO DEFINE THE SCOPE OF WORK AT EACH PORTABLE.THE CONTRACTOR SHALL BE RESPONSIBLE TO MEASURE AND QUANTIFY MATERIALS AS NECESSARY TO COMPLETE THE WORK AS INDICATED.SEE CIVIL,MECHANICAL AND ELECTRICAL FOR ADDITIONAL INFORMATION. 2. CALLOUTS AND NOTES ARE TYPICAL,UNO AND THE SCOPE SHALL APPLY TO THE ENTIRETY OF PORTABLE UNO. 1 TyP 11 12 TYP(4) 3 19 3. AT ITEMS NOTED AS REPLACE OR NEW,THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND PROPERLY DISPOSING OF THE EXISTING MATERIALS THAT ARE BEING REPLACED.CONTRACTOR IS ALSO RESPONSIBLE FOR PREPARING ALL SURFACES FOR NEW WORK. 4. PROTECT ALL WALL MOUNT ITEMS(INCLUDING CAMERAS,LIGHT FIXTURES,LIGHT POLES,MECHANICAL EQUIPMENT,ETC).PROTECT ALL EXPOSED CONDUITS UNLESS PAINTED.ANY ADJACENT FENCES AND CONTAINER BOX UNO. S. ALL PORTABLES WILL BE PAINTED. t I r I I p ►r - 11 . FiFS1 if1 _ Pillj _ - project_ - SVLC MISC IMPROVEMENTS . d5. , client_ • _ - - -��- ARLINGTON PUBLIC SCHOOLS 15 14 2 TYP location_ PORTABLE 3 -WEST 2 PORTABLE 3 - SOUTH PORTABLE 3 - EAST PORTABLE 3 - NORTH SCOPE OF WORK ARLINGTON,WA Scale:NTS )• Scale:NTS r 11 Scale:NTS Y Scale:NTS I" SIDING I SKIRTING I TRIM: REMOVE AND REPLACE CLADDING AND WEATHER BARRIER Project No.2416.200 ODEMO AND REPLACE WOOD SKIRT AND ASOCIATED VENTS PHOTOS PAG E ODEMO AND REPLACE WOOD TRIM AT SPINE 12 TYP(3) 1 TYP 18 1 O REPLACE RUSTING/DAMAGED WALL BASE FLASHING. REPLACE ROOF EAVE FASCIA '+ O REPLACE CORNER TRIM REPLACE GABLE END PANEL(ONE SIDE) 8 REMOVE HORIZONTAL O TRIM'REPLACE WOOD TRIM AT CORNER t p O CAULK PIPE PENETRATIONS AT WALL,EACH SIDE DOORSIVJINDOWS 10 ADD SURFACE-MOUNTED SHEET METAL HEAD FLASHING �= ii �� - - 1..•� n 11 DEMO AND REPLACE HIM DOORIFRAME ASSY J I>7 - =�. 12 ADD/REPLACE CAULK AT CLADDINGIWINDOW TRIM TRANSITION(HEAD AND JAMB ONLY) _ j L_ I� ' .- n 13 REPLACE DOOR TRIM(JAMB)DEMO AND REPLACE WOOD TRIM ' I / IL j --_'v..•"'..`"ti^,-,-�..,-.�,�_.,... ---�.� � � RAMPISTAIRS 14 DEMO WOOD RAMP ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY -„., I <j> DEMO WOOD STAIR ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY ROOF: DEMO AND REPLACE ROOF SHINGLES,SEE ROOF PLANS ADD ROOF CANOPY AND ASSOCIATED STRUCT,SEE ROOF PLANS 18 DEMO AND REPLACE ALL GUTTER AND DOWNSPOUTS 19 DEMO AND REPLACE DOWNSPOUT 16 10 TYP(2) 11 TYP 121 2 TYP SITE: PORTABLE 2 -WEST PORTABLE 2 -SOUTH PORTABLE 2 - EAST PORTABLE 2 - NORTH 29 ADD BARK 8 7 6 5 21 NOT INTENDED AROUND APRON D V VEGETATION GROWING ALONG BACKSIDE AGAINST BUILDING Scale:NTS )" Scale:NTS I' Scale:NTS )' Swle:NTS I" ODEMO WOOD RAMP ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY 23 DOWNSPOUT NOT CONNECTED 24 REPLACE LIGHT FIXTURE(DIFFUSER) 3 16 12 TYP(4) 3 TYP18 17 11 TYP(2) 12 P(<) 17 i6 issued_ BID SET 24 MAR 25 revision_ / Tq. 11.1�.►►'' l - , �� City of Arlington Building Department V-7 _- APPROVED Kevin Olander- 06/04/2025 ..� - Driver Must No changes authorized unless approved by the Building Official Gs d r 16 O 17 O 2 TYP checked_ PORTABLE 1 -WEST PORTABLE 1 - SOUTH PORTABLE 1 - EAST PORTABLE 1 - NORTH Scale:NTS 4 Scale:NTS 1" 3 Scale:NTS )' 2 Scale:NTS I" sheet ORIGINAL SHEET 15 30"x 42" copyright 2025 A1.01 all rights reserved REMOVE AND REINSTALL SIGNAGE KEY PLAN 9 1 9 3 TYP { McGRANAHAN 21010093 REGISTERED ARCHITER 1 1I EOI.�.AHINGT..RA SAT F S S1 " 1 PORIHT N j 14 8 21 �/ p/ PORTABLE 8 -WEST 6 PORTABLE 8- SOUTH PORTABLE 8- EAST PORTABLE 8- NORTH n} GENERA L PROJECT NOTES Scale:NITS I" Scale:NITS 1" 5 Scale:NTS 1" Scale:NITS 1" 1. THESE PHOTOS ARE PROVIDED TO DEFINE THE SCOPE OF WORK AT EACH PORTABLE.THE CONTRACTOR SHALL BE RESPONSIBLE TO MEASURE AND QUANTIFY MATERIALS AS NECESSARY TO COMPLETE THE WORK AS INDICATED.SEE CIVIL,MECHANICAL AND ELECTRICAL FOR ADDITIONAL INFORMATION. 2. CALLOUTS AND NOTES ARE TYPICAL,UNO AND THE SCOPE SHALL APPLY TO THE ENTIRETY OF PORTABLE UNO. 3 8 13 5 3 12 TYP(2) 3. AT ITEMS NOTED AS REPLACE OR NEW,THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND PROPERLY DISPOSING OF THE EXISTING MATERIALS THAT ARE BEING REPLACED.CONTRACTOR IS ALSO RESPONSIBLE FOR .r . PREPARING ALL SURFACES FOR NEW WORK. 4. PROTECT ALL WALL MOUNT ITEMS(INCLUDING CAMERAS,LIGHT FIXTURES,LIGHT POLES,MECHANICAL r� A h �f III ♦I EQUIPMENT,ETC),PROTECT ALL EXPOSED CONDUITS UNLESS PAINTED.ANY ADJACENT FENCES AND CONTAINER BOX UNO. - - ; 5. ALL PORTABLES WILL BE PAINTED. b. A Lrt F project_ y 4- SVLC MISC IMPROVEMENTS "6, cliert - - - - -- ARLINGTON PUBLIC SCHOOLS location_ 20 23 14 2 TYP PORTABLE 7 -WEST PORTABLE 7 - SOUTH PORTABLE 7 - EAST PORTABLE 7 - NORTH (y� SCOPE OF WORK ARLINGTON,WA Scale:NTS I" Scale:NTS 1" Scale:NTS 1" 0 Scale:NTS 1" SIDING I SKIRTING I TRIM: 1O REMOVE AND REPLACE CLADDING AND WEATHER BARRIER Project No.2416.200 2O DEMO AND REPLACE WOOD SKIRT AND ASOCIATED VENTS PHOTOS PAGE 26 1 TYP 13 12 O DEMO AND REPLACE WOOD TRIM AT SPINE OREPLACE RUSTING/DAMAGED WALL BASE FLASHING. REPLACE ROOF EAVE FASCIA REPLACE CORNER TRIM t r !3y 1 ,.' i 7O REPLACE GABLE END PANEL(ONE SIDE) REMOVE HORIZONTAL TRIM,REPLACE WOOD TRIM AT CORNER CAULK PIPE PENETRATIONS AT WALL,EACH SIDE ° DOORSIWINDOWS: ADD SURFACE-MOUNTED SHEET METAL HEAD FLASHING DEMO AND REPLACE HM DOORIFRAME ASSY I I I ADDIREPLACE CAULK AT CLADDINGANINDOWTRIM TRANSITION(HEAD AND JAMB ONLY) L — I <j> REPLACE DOOR TRIM(JAMB)DEMO AND REPLACE WOOD TRIM - _ RAMPISTAIRS: DEMO WOOD RAMP ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY — Y�. DEMO WOOD STAIR ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY DEMO D AND REPLACE ROOF SHINGLES,SEE ROOF PLANS ADD ROOF CANOPY AND ASSOCIATED STRUCT,SEE ROOF PLANS 17 18 DEMO AND REPLACE ALL GUTTER AND DOWNSPOUTS 19 DEMO AND REPLACE DOWNSPOUT 22 SITE: PORTABLE 6 -WEST PORTABLE 6 - SOUTH 4 PORTABLE 6 - EAST 2 TYP PORTABLE 6 - ARK NORTH 2D ADD CHIPS APRON 8 7 6 5 21 NOT INTTENDEENDE D V VEGETATION GROWING ALONG BACKSIDE AGAINST BUILDING Scale:NITS r Scale:NITS r Scale:NTS I" Scale:NTS I" pp DEMO WOOD RAMP ASSY AND REPLACE WITH NEW ALUMINUM RAMPASSY 23 DOWNSPOUT NOT CONNECTED 24 REPLACE LIGHT FIXTURE(DIFFUSER) 3 12 P(4) I /TYP 3 1 slued_ BID SET 24 MAR 25 i r I I, M J 0 revlsl 1 �� ❑A City of Arlington Fq IL - I J Building Department --� APPROVED -- Kevin Olander-06/04/2025 e I � I a = � No changes authorized unless approved by F _1 the Building Official Js; drawn_ s rA 4 4O 24 2 p checked_ PORTABLE 5 -WEST 4 PORTABLE 5 - SOUTH 3 PORTABLE 5 - EAST 2 PORTABLE 5 - NORTH Scale:NTS I" Scale:NTS 1' Scale:NTS 1" Scale:NTS 1" sheet ORIGINAL SHEET 15 30"x 42" copyright 2025 A1.02 all rightsreserved KEY PLAN TYP McGRANAHAN n s7 S5 21010093 REGISTERED __, Fill ® ARCHITER DIO S ATE OF WASHIHINGTON S-8 .xa-• S 6 S-0 S-2 - � - a40,:��1 PrRionrH PORTABLE 3 -SOUTH 103 GENERA L PROJECT NOTES Scale:112"=V-0" J 1. THESE PHOTOS ARE PROVIDED TO DEFINE THE SCOPE OF WORK AT EACH PORTABLE.THE CONTRACTOR SHALL BE RESPONSIBLE TO MEASURE AND QUANTIFY MATERIALS AS NECESSARY TO COMPLETE THE WORK AS INDICATED.SEE CIVIL,MECHANICAL AND ELECTRICAL FOR ADDITIONAL INFORMATION. 2. CALLOUTS AND NOTES ARE TYPICAL,UNO AND THE SCOPE SHALL APPLY TO THE ENTIRETY OF PORTABLE UNO. TYP(2) 12 14 17 10 P(2) 17 11 TYP(2) 6 TYP 16 TY 1 19 3. AT ITEMS NOTED AS REPLACE OR NEW,THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND PROPERLY DISPOSING OF THE EXISTING MATERIALS THAT ARE BEING REPLACED.CONTRACTOR IS ALSO RESPONSIBLE FOR PREPARING ALL SURFACES FOR NEW WORK. Sa 4. PROTECT ALL WALL MOUNT ITEMS(INCLUDING CAMERAS,LIGHT FIXTURES,LIGHT POLES,MECHANICAL EQUIPMENT,ETC).PROTECT ALL EXPOSED CONDUITS UNLESS PAINTED.ANY ADJACENT FENCES AND CONTAINER BOX UNO. 5. ALL PORTABLES WILL BE PAINTED. �1 L z _ t project_ SVLC MISC IMPROVEMENTS client_ ARLINGTON PUBLIC SCHOOLS 2 TYP _ I ARLINGTON,WA PORTABLE 11 -WEST_* PORTABLE 11"�T� PORTABLE 11 - EAST PORTABLE 11 - NORTH A SCOPE OF WORK Scale:NTS I" Scale:NTS )" 1 O Swle:NTS " SIDING I SKIRTING I TRIM: 1O REMOVE AND REPLACE CLADDING AND WEATHER BARRIER Project No.2416.200 ODEMO AND REPLACE WOOD SKIRT AND ASOCIATED VENTS PHOTOS PAGE 1 TYP 12 9 19 3O DEMO AND REPLACE WOOD TRIM AT SPINE TYP 4O REPLACE RUSTINGIDAMAGED WALL BASE FLASHING. REPLACE ROOF EAVE FASCIA REPLACE CORNER TRIM i �4 ; O7 REPLACE GABLE END PANEL(ONE SIDE) REMOVE HORIZONTAL TRIM,REPLACE WOOD TRIM AT CORNER O a O CAULK PIPE PENETRATIONS AT WALL,EACH SIDE DOORSIWINDOWS: —+� 10 ADD SURFACE-MOUNTED SHEET METAL HEAD FLASHING In - 11 DEMO AND REPLACE HM DOORIFRAME ASSY G _ mI 12 ADDIREPLACE CAULK AT CLADDINGANINDOW TRIM TRANSITION(HEAD AND JAMB ONLY) - 13 REPLACE DOOR TRIM(JAMB)DEMO AND REPLACE WOOD TRIM RAMPISTAIRS, _^ DEMO WOOD RAMP ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY DEMO WOOD STAIR ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY ROOF: 16 DEMO AND REPLACE ROOF SHINGLES,SEE ROOF PLANS ADD ROOF CANOPY AND ASSOCIATED STRUCT,SEE ROOF PLANS 18 DEMO AND REPLACE ALL GUTTER AND DOWNSPOUTS 19 DEMO AND REPLACE DOWNSPOUT 21 14 TYP 2 IM PORTABLE 10-WEST PORTABLE 10 -SOUTH PORTABLE 10- EAST PORTABLE 10- NORTH 20 ADDBAROUND APRON 8 I 5 21 NOT INTTENDEENDE D VARK CHIPS VEGETATION GROWING ALONG BACKSIDE AGAINST BUILDING Scale:NTS r V Scale:NTS r Scale:NTS J" Scale:NTS V 22 DEMO WOOD RAMP ASSY AND REPLACE WITH NEW ALUMINUM RAMP ASSY 23 DOWNSPOUT NOT CONNECTED 16 16 1 19 12 19 REPLACE LIGHT FIXTURE(DIFFUSER) TYP 24 issued_ BID SET 24 MAR 26 revision I �r City of Arlington Building Department APPROVED Kevin Olander- 06/04/2025 No changes authorized unless approved by the Building Official d r a w n 20 14 <�TYF checked_ PORTABLE 9 - WEST (:�) PORTABLE 9 - SOUTH PORTABLE 9 - EAST PORTABLE 9 - NORTH Scale:NTS i" Scale:NTS r 3 Scale:NTS 7" Scale:NTS 1 sheet ORIGINAL SHEET 15 30"x 42" copyright 2025 A1.03 all rightsreserved DOOR SCHEDULE-BASE BID FLOORS 1-19 CEILING 60-69 architect_ DOOR SIZE DOOR HARDWARE FRAME MCGRANAHAN ARCHITECTS NG TILE DOOR AND FRAME GENERAL NOTES:(SHEETS A2.00) DOORNO. PAIR WIDTH HEIGHT Thic ness TYPE MATE GROUP PANIC FIRE RATING TYPE MATL REMARKS RUBBER FLOORING 60. ACOUSTI AL MFR: LIARMST A. MFR: FORBO A. MFR: ARMSTRONG CONSULTANT STYLE: MARMOLEUM-CONCRETE STYLE: ULTIMA HEALTH ZONE SQUARE LAY-IN CONSULTANT NAME 1 1. FIRE RATINGS APPLY TO DOOR AND FRAME 4. FIELD VERIFY ALL OVERALL DIMENSIONS AT DOOR S-1.1 T-0" T-o" 0-1314' A HM 1 Fi HM EXTERIOR COLOR:SELECTED BY ARCHITECT FROM MFR STD RANGE OF COLORS SIZE: TX4' ASSEMBLIES,SEE DOOR SCHEDULE FOR AND FRAMES. S-1.2 T-0' T-0" 0'-1314" A HM 1 Fi HM EXTERIOR CONSULTANT DESIGNATED ASSEMBLIES. S-2.1 T-0" T-0" 0'-1314' A HM 1 F1 HM EXTERIOR 5. DRAWINGS SEE RAWIN SF OR SCHEDULE AND ELECTRICAL S-2,2 3'-0" T-0" 0'-13/4' A HM 1 F1 HM EXTERIOR CONSULTANT NAME2 2. GROUPSREFER INCLUDINGSPECIFIC REMOVABLONS FORE MULLIONS. RE ELECTRONIC SFOTRIKES ANTICD OTHERHOLD ELECTRICAL S31 T-0" T-o" 0-1314' A HM 1 F1 HM EXTERIO GROUPS INCLUDING REMOVABLE MULLIONS. ELECTRONIC STRIKES AND OTHER ELECTRICAL ' REQUIREMENTS. S3.2 3'-0" T-0" 0'-1314' A HM 1 Fi HM EXTERIOR 3. REFER TO SHEET A9.00 FOR DOOR AND FRAME S4.1 3'-0" T-0" 0'-1314" A HM 1 F1 HM EXTERIOR FINISHES. S-4.2 T-0" T-o" 0-1314' A HM 1 F1 HM EXTERIOR S-5.1 3'-0" T-0" 0'-1314' A HM 1 F HM EXTERIOR(REPLACE DOOR THRESHOLD) SS.2 3'-0" T-0" 0'-1314" A HM 1 F1 HM EXTERIOR(REPLACE DOOR THRESHOLD) HARDWARE GROUP S46.1 3'-0" T-0" 0'-13/4' A HM 1 F1 HM EXTERIOR(REPLACE DOOR TRIM AND THRESHOLD) ^^-' 1. HINGES:HAGER BB1191 U32D SS S-7.1 T-0" T-o" 0-1314' A HM 1 F1 HM EXTERIOR(REPLACE DOOR TRIM) LEVERSET:(STOREROOM)BEST 9K37D 15D S3626 S-8.1 1 T-0" T-0" 0'-1314" A HM 1 F1 HM EXTERIOR R LOCKSET:CORBIN CLX3300 SERIES,NZD DESIGN,LARGE S-9.1 3'-0" T-0" 0'-1314' A HM 1 F1 HM EXTERIOR(REPLACE DOOR THRESHOLD) BASE 20-29 MI INTERI R FINI HE 70-79 FORMAT:INTERCHANGEABLE CORE,PATENTED KEY SYSTEM 510.1 T-0" T-o" 0-1314' A HM 1 Fi HM EXTERIOR 70. PLASTIC LAMINATE CLOSER:NORTON PR7500 S-11.1 3'-0' T-0" 0-1314" A HM 1 Fi HM 20. RESILIENT COVE BASE A. MFR: WILSONART WEATHER STRIP:PEMKO S88 511.2 3'-0" T-0" 0'-1314' A HM 1 F1 HM A. MFR: FORBO STYLE: STANDARD DOOR SWEEP:PEMKO RAINDRIP:PEMKO 346C-40 511.3 3'-0" T-0" 0'-13/4' A STYLE: MATCH 2A MCONCRETE COLOR: SELECTED BY ARCHITECT FROM MFR STD RANGE OF COLOR:MATCH 2A COLORS ADA THRESHOLD:PEML0176A SIZE: 4"H 71. TOILET I SHOWER PARTITIONS A. MFR: BOBRICK 9' STIKE SIDE OR STYLE: SIERRASERIES CLOSEST ADJ WALL COLOR: FOREST GREEN WHERE NOTED ° o o ° COLOR'DARKGREY' PAINT AND STAINS 30-39 EXTERIOR FINISHES 90-99 O 94. WOOD PANEL SIDING _ 30. PAINT A. MFR: MATCH EXISTING RAISED PICTOGRAMS,COLOR'WHITE' A. MFR: SHERWIN WILLIAMS STYLE: MATCH EXISTING T1-11 w PER SCHED. o COLOR:BASE-TBD THICKNESS: MATCHEXISTING 15132" 2 REGISTERED 2" ERSCHED 2 cc COLOR: SEE PAINT SCHEDULE ARCHITECT N B. MFR: SHERWIN WILLIAMS LLo COLOR:ACCENT-TBD 95. WOOD TRIM 3/4"HIGH,COLOR'WHITE' w A. SPECIES: MATCH EXISTING o COLOR: SEE PAINT SCHEDULE aENIAMIry SFlELo6 GRADE 2 BRAILLE,TYP ALL SIGNS AS SHOWN 96. PREFINISHED SHEET METAL STATE OF WASHINGTON i A. MFR: AEP SPAN DOOR PER = TYPE A 1 COLOR: SELECTED BY ARCHITECT FROM MFR STD RANGE OF COLORS SCHED c \\ 1 TYPE"T1 FINISH FLOOR FIN FLR o 0 O O COLOR'DARK GREY' O HM I� SIGNAGE-MOUNTING TYPES A �/��RAISED PICTOGRAMS,COLOR'WHITE' Scala:112"=T-0" WALLS (40-59) EXTERIOR DOORS: GENERAL NOTES U-VALUE<_0.37 QYCONTRACTOR SHALL VERIFY WITH ARCHITECT PRIOR TO INSTALLATION WHICH SIDE OF DOOR SIGNAGE SHALL BE REPLACE. 46. FRP _______________________ A. MFR: CRANE COMPOSITES 314"HIGH,COLOR'WHITE' 2.CONTRACTOR TO REVIEW AND VERIFY ALL ROOM NUBERS AND SPELLING OF EACH SIGN BEFORE APPLICATION. STYLE: GLASBOARD SMOOTH ---------------------- 3.CONTRACR TO VERIFY THAT SIGNAGE AS SCHEDULED WILL FIT IN SPACE PROVIDED BETWEEN DOORS OR ON WALLS. COLOR:WHITE FRAME TYPE DOOR TYPES ------------- GRADE 2 BRAILLE,TYP ALL SIGNS AS SHOWN 4.CONTRACTOTORTONOTIFY AND COORDINATE ALL CHANGES WITH ARCHITECT PRIOR TO INSTALLATION. 5.PRIMARY TYPE FACE TO BE HELVETICA,UNO Scale:114"=V-0" Scale:114"=V-0" project_ TYPE A2 SVLC MISC IMPROVEMENTS SIGNAGE SCHEDULE c e nt_ ARLINGTON PUBLIC SCHOOLS 1 1l4"HIGH,COLOR WHITE' ASSOC ROOM 0 0 DOOR N0. ROOM NO. NAME SIGN TYPE REMARKS I o c a t ion_ ARLINGTON,WA 102 WOMEN A2 511.1 101 MEN A2 10 COLOR DARK GRAY 1 MEN A2 S-11.2 102 WOMEN A2 101A CUST B TYPE B SIGNAGE-TYPES 8-11.3 101A CUST B PAINT SCHEDULE (TYP FOR ALL PORTABLES) Project No.2416.200 Scale:3"=V-0" FINISH LEGEND, EXTERIOR: ' SCHEDULES, SIDING: 30A t DETAILS SOFFIT: 30A ALL TRIM(WINDOW,CORNER,ETC): 30B 4 F a h METAL DOORS(INIOUT): IJ - _____ _________________ 'emu L 306 306 30A 30A issued_ BID SET 24 MAR 25 revision City of Arlington Building Department APPROVED Kevin Olander- 06/04/2025 No changes authorized unless approved by the Building Official drawn_ GK checked_ BF heet ORIGINAL SHEET 1530"x42" @@ copyright 2023 E AL�/1 ,00 all rights reserved FULLTQILET 'KEY PLAN r PARTITION MIRROR-3'Hx r TOILET 2'W CENTER ON PARTITION SINK 11 McGRANAHAN HK-2 HK3 0, B.O. o o o ❑❑ �(FOC) REFLECTIVE _ _SURFACE< 56"MIN a GB uYzi _ S-7 S"5- SND o EHD o' o PTO - S-3 � BCD 21010093 REGISTERED COAT HOOKS SHELF m BFDF m BFU U BFL-3 BFL-2 BFL-1 VERT.GB �'� ARCHITECT BI-LEVEL PROVIDE (FOIC) TOILET (FDIC) (FDIC) ,KINDER/PRE-K GRADES I-3 (ADULT) INSULATED t'oi S-9 DRINKING CANE APRON ACCESSORIES TYP. TYP. (0-5 YEARS) (6-12 YEARS) PIPES o a� FOUNTAIN W/ IF PARTITION IS LOWER THAN 12", SNR,PTD,ETC 606.2 EXCEPTION 3 BOTTLE 8"HAS TO BE ADDED TO WC DIO RA FILLING CLEARANCE(TOE CUR MOVED TO _ SATE OF WASHINGTON WITHIN STALL) 5-10 S-8 TYPICAL RESTROOM ACCESSORY MOUNTING HEIGHTS BARRIER FREE Scale:114"=1'-0' COMPARTMENT S-6 5'-0"MIN CUR T-0"CUR 2'-10" —JECT 5'-8"AT FULL HT � 'i 30"MIN NoaTH 17„ 11 PARTITIONSEQ EO 1 EQ EO GB SCD - SHEET NOTES: (SHEETSA3.00) xlx B G o o N 1. SEE 11 FOR TYP ACCESSORY MOUNTING HEIGHTS. BFWC - - - -AMBL_ -WC -A3.00 _ FPS _______________ ��6 VERT.GB w r r¢w A3.00 15 " n _ 4. 1 2. SEE � FORTYPWATERCLOSETSPLANS. }L PTD a �, 'o r--�- MAX 3 L) , CONTRACTOR SHALL PROVIDE SOLIDTREATED WOOD BLOCKING BEHIND ALL WALL MOUNTED ACCESSORIES. J L / 32"W OUTSWING STANDARD DEVICES SELF-CLOSING -- STALL DOOR WI COMPARTMENT 4. CONTRACTOR SHALL PROVIDE SOLID TREATED WOOD BLOCKING BEHIND ALL WALL MOUNTED ACCESSORIES. HINGE (E)FIRE ALARM ❑ HINGES,TYP 5. NOT ALL ACCESSORIES MAYBE USED. COVE BASE TYP BARRIER FREE AMBULATORY 6. SEE PLANS FOR PLUMBING FIXTURES AND FLOOR DRAINS. 5 1T'-18" f 20A COMPARTMENT COMPARTMENT 7. SEE INTERIOR ELEVATIONS FOR FINISHES AND MATERIALS. J� 8. RE-INSTALL EXISTING FLOOR DRAIN MENS RESTROOM �„� '117"+ OCCUPANT 9. DIMENSIONS FROM FINISH FACE UNO OR SHOWN. Scale:il4'=1'-0" V V L (E) (E)VENT WD TRIM FER EXHAUST FAN 60'x56'MIN ACCESSIBLE CLEARANCE LF. ILET PARTITION TYP B SINGLE MR 71A PTD ---- OCCUPANT r DIAGRAM NOTES: J GB L PS project_ \ LFJ N TPD . SEEENLARGED FLOOR PLANS FOR PARTITION SPACING DIMENSIONS SVLC MISC IMPROVEMENTS _ill �� 2. VERIFY ALL COMPARTMENT DOOR SIZES(WIDTHIHGT)PRIOR TO FABRICATION 2�4 1 \ 3. ALL DIMENSION ARE FACE OF FINISH U.N.O. client_ WALL BASE TYP ARLINGTON PUBLIC SCHOOLS (E)VENT (E)FIREALARM DEVICES FRP JOINT 20A I ocation_ 9 O 7 C ARLINGTON,WA o I V DEMO KEYNOTES WOMENS RESTROOM �„6 TYPICAL WATER CLOSPLAN" -V V-I - - - _ _ _ _ _ _ 0� DEMOLISH EXISTING FRP WALL CLADDING AND CEILING PANELS,PREP SUBSURFACE_TO RECEIVE E NEW FINISH Project No.2416.200 - - - - - - - - - - - - - - - - - Scale:i/4'=1'-0" - - - - - - - - - - - - - -' - - Ofi UNINSTALL EXISTING LIGHT FIXURES,SALVAGE AND PREP FOR REINSTALLATION ENLARGED RESTROOM PLANS+ RCP + INT ELEVATIONS ,g WIRE HANGER TO 8 A3.00 STRUCTURE ABOVE MAX. TYP 03 SPREADER BAR MAIN RUNNER MEN LUST WOMEN IIIryII 'f 1� 101 InIII I 101A IIII_./l\t rt r f l\x t�j�aIiI -03 ACT PER RCP ^ Ir I _ y L I IUII 9 S-11.3 LJ,_` L MEN COST 102- WOMEN 10, I ------------- 5: 6 HEIGHT I n ' 2 ��////// PER RCP I� ' � J ATTACHGRIDTOBEAM I �--- -r—_ _-----1 Ot END RETAINING CLIP N F---1 ^yd=�'�. M/WH\ i I WALL ABBY =7_=I 0. '\ / =L==7 EDGE MOLDING PER PLAN 05 03 EXTEND FRP ABV ACT AS SHWN CL—ACT—WALL TYP 1C 1 ENLARGED RESTROOM RESTROOM RCP ENLARGED RESTROOM DEMO PLAN CASEWORK DEPTH PER INT ELEV Scale:3"=V-0" V Scale:1l4"=1'-0" Scale:1hr=V-0" F.O.GWB WALL ABBY I BACKSPLASH SINKIFAUCET 1" issue d PER MECH - 5'-0'MIN 2-8" EQ EQ 5'-0'MIN BID SET 24 MAR 25 EQ EQ I, LEQ EQ a - INSTALL NEW FIXTURES AT ---7-�--- LL EXISTING LOCATIONS,TYP revision O w O6 BFU U PROVIDE KNEE I BFWC WC WC BFWC PROTECTION AT i g,,,0 DRAIN,SEE MECH w I MEN I I CUST I I WOMEN I I MEN CUST WOMEN\( i = i 101 06 i i 101A ! I 10 I � 14„MIN (EOFD 101A 6(E)Fo 102 a I I I I I I I I FIN FACE -- City of Arlington I I I I I I I 'MAX TYP 4 24"MIN o I I I I I I I TYP 5 A3.Op 3 9 A3.00 7 Building Department w APPROVED ` B OMIT TOE KICK ° Pi(WH > Kevin Olander-06/04/2025 AT SINK BASE _ FIT D No changes authorized unless approved by RUBBER BASE W 01RHEATER the Building Official dra cheeked— BASE CASEWORK SECTION ENLARGED RESTROOM DEMO R__n CP ENLARGED RESTROOM PLAN Scale:114'=1'-0" Scale:1 1/2"=1'-0" Scale: sheet ORIGINALSHEET IS 30"x42" 00 copyright 2025 Ak all rights reserved KEY PLAN McGRANAHAN PORTABLE PORTABLE 6 FINISHED FLOOR(FF) FINISHED 23'-11" 4'-7"+;- 4'-8"H- 4'-7"+l- FLOOR(FF) S 7 ® S-3 5-0"+l- 23'-10" 21010093 REGISTERED _ - --- 71, ---- ❑ 5-11 ARCHITECT 112 MAX SLOPE m I S9 •a '._ _ DN N DIO RA 8.33 I I SATE OF WASHINGTON U 112 MAX SLOPE UUUUI 8.33% - I IS2 I — — S-6 _ _ 24'-4" r�i CONCRETE PAVING2a 0" 15' 0' FINISHED LANDING AT -0" P FINISHED OVERHANG E WOOD BOTTOM OF RAMP ()6'-0SURFACES(FS) 24-0. HANDRAIL EXTENSION UNO SURFACE FS ABOVE POSTTYP.SEE DETAIL ( )71 1 eNORT1T (E)WOOD POST OVERHANG ABOVE A702 HANDRAIL EXTENSION UNO A7.02 GENERAL NOTES 1. DEMO AND REMOVE EXISTING RAMPS m RAMP S6 ENLARGED PLAN o m RAMP S5 ENLARGED PLAN 2. DEMO AND REMOVE EXISTING HAND RAILING ATTACHED TO BUILDING Scale:1/4"=V-0" 0 Sale:1l4"=V-0" 3. ALL NEW RAMPS ARE PREFABRICATED ALUMINUM RAMPS PORTABLE 4 PORTABLE 3 19' 11" 6' N" a 9' T-4" 5'-9'+l- FINISHED FLOOR(FF) FINISHED FLOOR(FF) (CONFIRM WITH CIVIL ENGINEER) I I � I 1:12 MAX SLOPE project_ � I I SVLC MISC IMPROVEMENTS - It I 11 11 client _ ARLINGTON PUBLIC SCHOOLS v I (N)WOOD POST 3'-2, 20_p^ 15 0^ 2a-10" a'0�� location_ P 4 OVERHANG ABOVE (2)T@1"EA-1'10" FINISHED SURFACE(FS) ARLINGTON,WA LEGEND HANDRAIL EXTENSION UNO A7,01 SHOWN DASHED fi (E)WOOD POST A7.01 OVERHANG ABOVE Project No.2416.200 STAIRS & RAMP RAMP S4 ENLARGED PLAN STAIR S3.2 ENLARGED PLAN O/COMPACTED SANG LANDI G ENLARGED Sale:114"=V-V 4 Sala:1/'r=r-0' 6 PLANS PORTABLE 3 FINISHED FLOOR(FF) PORTABLE 2 25' 6" 13' 1"+I 5'-9"+/- 3'-8' �FINISHED FLOOR FF I I ------------ .. II7bN ""', 1:12 MAX SLOPEDINII1 I8.33% �ll ,—at8.33JIL (E)WOOD POST 24'-0" 2" 15' 0" 1r 24'-6" 24'_0^ 6-0 3-11 1'-0'TYP -0" P HANDRAIL EXTENSION LND OVABOVE E (E)WOOD HANDRAIL EXTENSION UNO OVERHANG ABOVE ABOVE POST 3 A7.01 2 A7.01 m RAMP S3.1 ENLARGED PLAN RAMP S2 ENLARGED PLAN J) Scale:1/4"=V-0" J Scale:1/4'=V-0" issued_ BID SET 24 MAR 25 PORTABLE 1 PORTABLE S-1 FINISHED FINISHED FLOOR(FF) FLOOR(FF) 6-0' HANDRAIL EXTENSION UNO revision_ I I I I DINz. 8.33% ' .fix, -'a' DN - City of Arlington Building Department L OVERHANG IN)WOOD FINISHED SURFACE(FS) -------- — APPROVED ABOVE POST (N)WOOD POST 6'-4" Kevin Olander-06/04/2025 5'-r s-a' 24'-0' TYP 2 T 1 EA=1'10" r t HANDRAIL EXTENSION UNO 2- 2- No changes authorized unless approved by drawn_ 7�W _17A1 the Building Official A7.01 OVERHANG ABOVE TYP checked_ RAMP S1.1 ENLARGED PLAN �,,� m STAIR S1.2 ENLARGED PLAN ORIGINAL SHEET IS 30"x42" Scala:1/4"=1'-0" L Scale:1/4'=V-0" r1A tcopyright 2025 4.00 all rights reserved KEY PLAN McGRANAHAN S-3 21010093 REGISTERED - 1 11 ARCHITECT S-9 S-1 DIO RA S ATE OF WASHINGTON 5-10 S-6 S-0 S-2 PROJECT GENERAL NOTES 21'-0" 1. DEMO AND REMOVE EXISTING RAMPS PORTABLE 11 2 DEO AND BUILDING REMOVE EXISTING HAND RAILING ATTACHED TO 9'-11" 9-11, 2'-0" 3. ALL NEW RAMPS ARE PREFABRICATED ALUMINUM RAMPS FINISHED SURFACE l l (FS) I I I I = I I I I I I I I OVERHANG L _ _______ISH_J FINED FLOOR FF ABOVE (N)WOOD POST ^ro 1:12 MAX SLOPE 8.33% DN 2r 0" S'-0• 2--5^ -10^1W project_ EXTENSION UNO SVLC MISC IMPROVEMENTS AT.02 client_ ARLINGTON PUBLIC SCHOOLS m PORTABLE 11 RAMP PLAN Scale:1/4"=1'-W I o c a t ion_ LEGEND ARLINGTON,WA Project No,2416.200 PORTABLE 10 STAIRS & RAMP PORTABLE 9 � a Of COMPACTED SUIBGRADED LANDINGNG ENLARGED PLANS FINISHED FLOOR(FF) FINISHED FLOOR(FF) 2"TY 4'-11"+1- 2" 5'-4^+l- I I I l rfb r�N 1:12 MAX SLOPE ^? 1:12 MAX SLOPE 7c IIJJ�� 8.33% - DN 8AXS I I I l I - I - J 4'-1" 6-0• 24'-0• g! p• 24' 0' 8 1'-0'TYP AT.02 HANDRAIL EXTENSION LINO 1 TYP FINISHED (E)WOOD POST 5 HANDRAIL EXTENSION UNO SURFACE(FS) (E)WOOD POST A702 OVERHANG ABOVE FINISHED SURFACE(FS) RAMP S10 ENLARGED PLAN 4 RAMP S9 ENLARGED PLAN 3 Scale:114"=1'-0' Scale:1/4"=1'-0' issued_ FINISHED FLOOR(FF) PORTABLE 8 FINISHED FLOOR(FF) PORTABLE 7 BID SET 24 MAR 25 T'TYP 6-5"+1_ 25'_5" revisioniDN 1:12 MAX SLOPE •1�� ' DN 8.33% .. I I 4 e tL I I C t o to Y 9 (E)WOOD POST 24'-0" _— � Building Department FINISHED 1-0"TYp 1-1 g.0" (E)WOOD POST APPROVED SURFACE(FS) HANDRAIL EXTENSION UNO 24' 0„ AT.02 OVERHANG ABOVE 3 -0' P Kevin Olander-06/04/2025 FINISHED TYP AT pp HANDRAIL EXTENSION UNO SURFACE(PS) No changes authorized unless approved by the Building Official draw m RAMP S8 ENLARGED PLAN �,,� m RAMP S7 ENLARGED PLAN ^� Scale:114"=V-0" L Scale:1/4"=1'-W checked_ sheet ORIGINAL SHEET IS 30"x42" copyright 2025 A4.01 all rights reserved KEY PLAN McGRANAHAN S-7 S-5 S-3 )s D§ DS DS 21010093 REGISTERED ® ARCHITECT S1 DIO RA S ATEOF WASHINGTON 5-10 S-8 PROJECT ' NORM a0- lRIDGE ROOF PLAN GENERAL NOTES RIDGE 1. REROOF PORTABLE S-1,BA,S-9,g S-11 ao 2. REROOFING ASSEMBLY FOR PORTABLES: 1.COMPOSITE SHINGLES �J 2.)01 UNDERLAYMENT PER MANUFACTURER 3.)0/(E)SHEATHING 3. REMOVE AND REPLACE DOWNSPOUTS AND GUTTERS WITH NEW PREFIN BHT MTL GUTTERS AND DOWNSPROUTS 4 D ' O' REROOF - - - - - - - - i _ _ _ _ _ _ S � S (E)GUTTERS TO BE REMOVED AND S REPLACED ALL � (E)GUTTERS TO A REROOF AROUND = REMOVED AND REPLACED ALL AROUND (E)GUTTERS TO BE NEW PREFIN SHT MTL (N)GUTTERS ;, NEW PREFIN BHT MTL REMOVED AND GUTTERAND IN)GUTTERS GUTTER AND REPLACED DOWNSPROUTS ROOF CANOPY-TYPE2, DOWNSPROUTS ______ - -----11 REROOF 19 4 SEE STRUCT 7L9-----6 9 6 9 7 project_ SVLC MISC IMPROVEMENTS 4' 8" client_ ARLINGTON PUBLIC SCHOOLS location_ LEGEND ARLINGTON,WA RE-ROOF EXISTING PORTABLE ROOF-ASPHALT SHINGLE Project No.2416.200 NEW CANOPY ROOFING-ASPHALT SHINGLES ROOF PLANS P-9 ROOF PLAN ^/ P-4 ROOF PLAN �� — ROOFSLOPE Scale:1/4"=V-0" ` Scale:1/4"=V-0" O SHEET METAL DOWNAPOUT DS O O a RIDGE --o O 0 m .. REROOFING' + F< AB.00 - issued_ REROOF ..n,P. BID SET 24 MAR 25 �., NEW PREFIN BHT MTL a GUTTERAND _ NEW PREFIN SHT MTL D 5 DOWNSPROUTS - - - - - - _ _ _ GUTTER AND .. - - - DOWNSPROUTS A6.00 - f S T T DS revision_ TYP (E)GUTTERS TO BE (E)GUTTERS TO BE (E)GUTTERS TO BE REMOVED AND REPLACED REMOVED AND REPLACED REMOVED AND REPLACED = ALL AROUND ALL AROUND (E)GLITTERS TO BE i— ALL AROUND o o REMOVED AND REPLACED 4 r� ALL AROUND ROOF CANOPY-TYPE 1, r A6.00 SEE STRUCT (N)GUTTERS IN)GUTTERS ROOFCANOPY- TYPE 1,SEE l a �. STRUCT iN,G�JTTER 11" 2 TYP 11"� TYPE 01, EEE STRUCT TYPE 01,SEE NST UCT 11 11 City of Arlington Al 4-10" A6.00 6•-0�' s�-o^ r-r Building Department T-10" T' +D" APPROVED Kevin Olander- 06/04/2025 No changes authorized unless approved by the Building Official d r a W N_ �heel<ed- P-11 ROOF PLAN P-1 ROOF PLAN Style:il4"=1'-0" Scale:1/4"=V-0" s h e e t ORIGINALSHEET IS 30"X42" copyright 2025 A5.00 all rights reserved McGRANAHAN City of Arlington Building Department APPROVED 210100937ARCHITECT G Kevin Olander- 06/04/2025 ,� No changes authorized unless approved by a€c the Building Official Dlo RA S AT EOF WAS HINGTON FRP J-TRIM RESILIENT COVE BASE project_ SVLC MISC IMPROVEMENTS I client_ ARLINGTON PUBLIC SCHOOLS location_ COVEDBASE R ARLINGTON,WA Scale:6"=1'-0" `+ Project No.2416.200 _____________________ MATCH EXIST DETAILS WALL ASSY PER PLAN nu 1" nu FASCIA PER STRUCT PREMANUFACTURED STAIR I RAMP ASSY PLYWD FASCIA,EXTEND TO SLOPE TO RAMP UIS OF DECK-PAINT NEW CONC PAVING ' PLYWD SOFFIT-PAINT BEAM PER STRICT __ - -a 2X BLOCKING DOOR PER SCHED EXIST ASPHA 2 MATCH EXIST SEE A6.00 FOR CALLOUTS IN COMMON U DOOR JAMB DETAIL �� CONCRETE TO RAMP DETAIL �� RF—RAKE TYP1 Scale:3"=1'-0' Scale:3"=1'-0" V Scale:3"=T-0" MATCH EXIST 0'-6"MIN MATCH EXIST I I FLASHING CLIPS AT 24"O.C. EXTEND ROOF UNDERLAYMENT LAP UNDERLAYMENT OVER ICE 01 SHT MTL FLASHING AS SHWN AND WATER SHIELD&EXTEND PREFIN SHT MTL FLASHING FACE OF(E)ROOF SHEATHING PAST AS SHOWN LAP ICE AND WATER SHIELD issued_ 4' OVER VALLEY MTL AS SHOWN BID SET 24 MAR 25 18GA X 112"PREFIN SHT MTL 36"W P TL VALLEY FLASHING GUTTER STRAP T-0"O.C.W/118" "--- ——————————— — --—————- COLOR 30G DIA SS SCREWS PRE FIN SHT MTL DRIP VALLEY LINER-ADDL LAYER OF EDGE 0/CONT CLEAT- ICE AND WATER SHIELD CONT ATTACH @ 4"O.C. UNDER VALLEY MTL RUN r e v s o n_ GUTTER BRACKETS SHALL BE STA SECURE GGERED PARAL ROOF EL TO VALLEY SLOPE l FASTENED WITH(2)#10 SS SET SHINGLE SEALANT PER PANCAKE HEAD SCREWS MEMBRANE W/114 SS 4" MFR REQUIREMENTS, ENTS,TYP X 1-1I2"FASTENERS @ 12"O.C. 10"CLR 4"K-STYLE PREFIN SHT MTL _ 1" GUTTER CONT CLEAT-ATTACH WI SIMPLEX NAILS @8"O.C. 4"D PREFIN SHT MTL GUTTERF� (; GUTTER OUTLET WI LEAF FASCIA PER STRUCT,TYP SCREEN FACE OF(E)FASCIA JOIST BEYOND PER STRUCT,TYP IDS BEYOND BEAM PER STRUCT,TYP 3 FACE OF(E)FASCIA SEE A6.00 FACE OF(E)ROOF SHEATHING d r a w n FOR CALLOUTS IN COMMON RF—GUTTER TYP1 RF—GUTTER TYP RF—RAKE TYP RF—VALLEY TYP hee ed_ Scale:3"=1'-w Scale:3"=1'-w J Scale:3"=V-0" L Scale:1 112"=1'-0" heet_ ORIGINAL SHEET IS 30"x42" Copyright 2025 - A6.00 all rights reserved GENERALNOTES CARPENTRY: SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS.ANY DISCREPANCIES NAILS: CONNECTION DESIGNS ARE BASED ON NAILS WITH THE FOLLOWING PROPERTIES: PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION FOUND AMONG THE DRAWINGS,THE SPECIFICATIONS,THESE GENERAL NOTES AND THE SITE CONDITIONS AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SHALL BE REPORTED TO THE ARCHITECT,WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.ANY WORK SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE/SPECIAL DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE PENNYWEIGHT DIAMETER(INCHES) LENGTH(INCHES) INSPECTION SECTION: GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN 8d 0.131 2-1/2 DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL 10d 0.148 3 STATEMENT OF SPECIAL INSPECTIONS: MCG RAN AH A N STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE 16d 0.148 3-1/4 SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR.THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO 20d 0.192 4 SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND 1705 AND AS NOTED HEREIN. JOB SITE SAFETY;ERECTION MEANS,METHODS,AND SEQUENCES;TEMPORARY SHORING,FORMWORK, ALL NAILS AND STAPLES SHALL CONFORM TO ASTM F1667 INCLUDING SUPPLEMENT 1. BRACING;USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS STRUCTURAL VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO.37-14"DESIGN LOADS ON FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY SYSTEM Pw STRUCTURES DURING CONSTRUCTION" BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS. WOOD FRAMING DIAPHRAGM NAILING X SPECIAL INSPECTION NOT REQUIRED IBC 1705.5,1705.12.1,1705.13.2 CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN FASTENER TYPE DIAMETER LENGTH FOR FASTENER SPACING>4"O.C. ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. (INCHES) (INCHES) NAILING,BOLTING,AND ANCHORAGE OF IBC 1705.12.1,1705.13.2 STANDARDS 8d COMMON WIRE 0.131 2-1/2 COMPONENTS THAT ARE PART OF DRAG STRUTS, X ALL METHODS,MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2021 INTERNATIONAL BUILDING CODE 8d"HOT DIPPED GALV.BOX" 0.113 2-1/2 BRACES AND HOLD-DOWNS THAT ARE PART OF THE (IBC)AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. 10d COMMON WIRE 0.148 3 SEISMIC RESISTING SYSTEM CONTRACT DRAWINGS/DIMENSIONS 10d"HOT DIPPED GALV.BOX" 0.128 3 TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM.REPORTS SHALL ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER WOOD SHEATHING(STRUCTURAL): SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY.SHEATHING ON BE DISTRIBUTED TO OWNER,CONTRACTOR,BUILDING OFFICIAL,ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS.REPORT DIMENSIONAL OMISSIONS OR FLOOR AND WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD(OSB). PLYWOOD SHEATHING SHALL BE STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.6. DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL,MECHANICAL,ELECTRICAL OR CIVIL 5-PLY MINIMUM WHERE INDICATED AS PERFORMANCE CATEGORY 3/4"OR THICKER. WOOD SHEATHING SHALL BE STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. "STRUCTURAL I"CONFORMING TO PS1-19 AND/OR PS2-18. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS:ROOF FRAMING AT 32"O.C. » PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY (48/24);ROOF FRAMING AT 24"O.C.(32/16);WALLS(32116);FLOORS(48/24)ALL WOOD SHEATHED WALLS SHALL BE STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF BLOCKED AT ALL PANEL EDGES UNLESS NOTED OTHERWISE. STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED,SUCH AS WALL » REVIEW OF TESTING AND INSPECTION REPORTS. CONFIGURATIONS,INCLUDING EXACT DOOR AND WINDOW LOCATIONS,ALCOVES,SLAB SLOPES AND DEPRESSIONS, FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST » REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. CURBS,ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING LUMBER INSPECTION BUREAU(WCLIB),WESTERN WOOD PRODUCTS ASSOCIATION(WWPA),OR OTHER AGENCY SECTIONS.STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE(ALSC)TO GRADE UNDER ALSC CERTIFIED ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL GRADING RULES. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE SPECIES AND GRADE (BASE DESIGN VALUE) STATEMENT OF SPECIAL INSPECTION. DESIGN CRITERIA 1. 6x BEAMS AND HEADERS. "DOUG FIR-LARCH"NO.1(Fb=1350 PSI,Fv=170 PSI) 2. 2x TO JOISTS, 15S AND HEADERS. "DOUG FIR-LARCH"N0.2(Fb=900 PSI,Fv=180 PSI)OR"HEM-FIR" (F N0.1(Fb=975 PSI,,Fv Fv=150 PSI) ABBREVIATION LIST VERTICAL LOADS 3. 6x POSTS AND COLUMNS. "DOUG FIR-LARCH"NO.1(Fc=1000 PSI) DESIGN DEAD PARTITION CONCENTRATED 4. EXTERIOR STUDS,INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR-LARCH"NO.2 (Fb=900 PSI, ® AT E.F. EACH FACE MI56. MI5CELLANEOU5 aFCS AREA LOAD LIVE LOAD LOAD LOADS Fc=1350 PSI)OR"HEM-FIR"NO.1(Fb=975 PSI,Fc=1350 PSI). Structural Solutions 5. INTERIOR NON-BEARING STUD WALLS. "DOUG FIR-LARCH"NO.2(Fb=900 PSI.Fc=1350 PSI)OR"HEM-FIR" A.B. ANCHOR BOLT EL. ELEVATION MTL METAL Seattle I Tacoma I Portland ROOF 1 15 PSF I 25 PSF 1 1 300# NO.1(Fb=975 PSI,Fc=1350 PSI) www.pcs-structural.com 6. 2x&3x T&G DECKING: "DOUG FIR-LARCH"COMMERCIAL(Fb=1450 PSI,E=1700 KSI) ADV'L ADDITIONAL ELEV. ELEVATOR N.F. NEAR FACE SNOW:(MINIMUM ROOF SNOW LOAD=25 PSF) 7. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. "DOUG FIR-LARCH"NO.2 (Fb=900 PSI, A.F.F. ABOVE FINISH FLOOR ENGR ENGINEER N.5. NEAR SIDE P -17 PSF=GROUND SNOW LOAD Fc=1350 PSI),OR"HEM-FIR"NO.1(Fb=975 PSI,Fc=1350 PSI). 9- 8. UTILITY&STANDARD GRADES NOT PERMITTED. ALT. ALTERNATE E0. EQUAL NT5 NOT TO 50ALE Pf=0.7CeCtIsPg=FLAT ROOF SNOW LOAD ARCH ARCHITECTURAL E.N. EACH WAY O.G. ON CENTER ¢FT MA . . . Ps=CsPf=SLOPED ROOF SNOW LOAD PRESERVATIVE TREATED WOOD REQUIREMENTS: or Is=1.1,Ce=1.0,Ct=1.0,Cs=VARIES BLD'G BUILDING EXP. EXPAN51ON OPN'6 OPENING z TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED: LATERAL FORCES BLK'& BLOCKING EXT. EXTERIOR OPP. OPP05ITE J PRESERVATIVE CONNECTORS& D 33519 �w APPLICATION SPECIFIED MATERIAL TREATMENT(1) FASTENERS(2)(3) BM BEAM FDN FOUNDATION P.A.F. POWDER ACTUATED FASTENER Fs 0 L `_� LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO SHEAR WALLS. LOADS oNAL E ARE THEN TRANSFERRED TO FOUNDATION BY SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS FOUNDATION SILL PLATES, 2x,4x,6x(FIR),OR SBX GALV(G60) B.O.F. BOTTOM OF FOOTING F.F. FAR FACE PERP. PERPENDICULAR RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD > TOP PLATES&LEDGERS ON GLULAM(SP) LOAD OF THE STRUCTURE. o CONCRETE OR MASONRY ACQ,CBA,CA GALV(G185) BOT. BOTTOM FLR FLOOR It PLATE LU WALLS(4) WIND: BRB BUCKLING RESTRAINED BRACE F.O.M. FACE OF MA50NRY P.P. PARTIAL PENETRATION O FRAMING,DECKING, 2x,&4x(FIR) ACQ,CBA,CA GALV(G185) a POSTS&LEDGERS BRG BEARING F.O.S. FACE OF STUD P.P.T. PRESERVATIVE PRESSURE TREATED THE BUILDING MEETS THE CRITERIA TO USE THE"ENCLOSED,PARTIALLY ENCLOSED,AND OPEN BUILDING OF ALL w w 2x,&4x(CEDAR) NONE GALV(G90) project_ HEIGHTS PROCEDURE"PER ASCE 7-16. � BEAMS&COLUMNS 6x(FIR),OR GLULAM(SP) JACQ,CBA,CA I GALV(G185) BTWN BETWEEN FRM'& FRAMING P.5.F. POUNDS PER SQUARE FOOT SVLC MISC IMPROVEMENTS EXPOSURE CATEGORY=B 6x OR GLULAM(CEDAR) INONE I GALV(G90) B.U. BUILT UP F.R.T. FIRE RETARDANT TREATED P5L PARALLAM client BASIC WIND SPEED,(3 SEC.GUST),VULT=105 MPH;VASD=80 MPH (G= ) CAMBER F.S. FAR SIDE P.T. POST TENSION ARLINGTON PUBLIC SCHOOLS RISK CATEGORY PER IBC TABLE 1604.5=III 1. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED FIR:DOUG-FIR OR HEM-FIR -TOPOGRAPHIC FACTOR Kzr=1.0 SBX: DOT SODIUM BORATE SP:SOUTHERN PINE CANT. CANTILEVER FT& FOOTING PW. PLYWOOD I o c a t i o n_ -INTERNAL PRESSURE COEFFICIENT(ENCLOSED)=±0.18 ACID:ALKALINE COPPER QUAT ARLINGTON,WA CBA&CA: COPPER AZOLE 61`5 GOLD-FORMED STEEL GA. GAGE/GAUGE REINF. REINFORCEMENT 2. CONNECTORS: JOIST HANGERS,STRAPS,FRAMING CONNECTORS,COLUMN CAPS AND BASES,ETC. G.J. CONTROL/rON5TRUCTION JOINT GALV. GALVANIZED REO'D REQUIRED SEISMIC:(ASCE 7-16)V=CSW FASTENERS: MACHINE BOLTS,ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS AND CENTERLINE GL. GLULAM 5CHED. 5CHEDULE Project No.2416.200 WHERE Cs= SDs WITH NUTS. NAILS,SPIKES,WOOD SCREWS,ETC. CLR. CLEARANCE 6R. GRADE 50L 5TRUGTURAL COMPO5ITE LUMBER GENERAL NOTES 7R (Ie) 3. G60,G90&G185 PER ASTM A653 FOR COLD-FORMED STEEL CONNECTORS. BATCH/POST HOT-DIP GLT CRO55-LAMINATED TIMBER 6WB GYPSUM WALL BOARD 5HT'6 SHEATHING Cs MINIMUM=0.044 SDSIE 2 0.01 GALVANIZED PER ASTM A123 FOR CONNECTORS AND ASTM A153 STRUCTURAL STEEL CONNECTORS. OR HOT-DIP GALVANIZED PER ASTM A153 FOR FASTENERS OR MECHANICALLY GALVANIZED FASTENERS PER GMU CONCRETE MA50NRY UNIT HDR HEADER 5IM. SIMILAR Cs MINIMUM= 0.5S1 FOR S1 >0.6g ASTM B695,CLASS 55 OR GREATER. R COL. COLUMN HGR HANGER 5.0.6. SLAB ON GRADE Ie 4. AT CONTRACTORS OPTION,LEDGERS AND TOP PLATES A MINIMUM OF 8 FEET ABOVE GRADE ON CONCRETE GONG. CONCRETE HORIZ. HORIZONTAL 50. SQUARE SD1 OR MASONRY WALLS MAY BE UN-TREATED IF COMPLETELY SEPARATED FROM THE WALL BY A SELF Cs MAXIMUM= T(-!R e)FOR T 5 TL ADHERING ICE&WATER SHIELD BARRIER(40 MIL MINIMUM). CONN. CONNECTION H55 HOLLOW 5TRUGTURAL 5EGTION 5TO STANDARD OR SD1TL GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR MORE,AS OTHERWISE CON5T. CON5TRUCTION HT HEIGHT STIFF. STIFFENER Cs MAXIMUM= R SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH 1K(Ie)FORT>TL CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE GONT. CONTINUOUS INT. INTERIOR STL STEEL TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% CONTR. CONTRACTOR J5T JOIST STRUCT. 5TRUGTURAL SEISMIC IMPORTANCE FACTOR,Ie=1.25 SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32"TO A RISK CATEGORY OF BUILDING PER IBC TABLE 1604.5=III MAXIMUM OF 1/16"LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS,NUTS AND COORD. COORDINATE JT JOINT TSB TOP 4 BOTTOM SPECTRAL RESPONSE ACCELERATIONS Ss=1.030&S1=0.368 LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3"xTW.229"PLATE WASHER ON ALL ANCHOR BOLTS SITE CLASS PER TABLE 20.3-1= D(DEFAULT) WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS,EXCEPT AS G.P. COMPLETE PENETRATION L ANGLE Td 6 TONGUE AND GROOVE DESIGN SPECTRAL RESPONSE ACCELERATIONS SDs=0.824&SD1=0.552 ALLOWED BY IBC SECTIONS 2308.4.2.4,2308.5.9,2308.5.10 AND 2308.7.4 OR AS RESTRICTED BY PLANS OR DETAILS, CTR'D CENTERED L.F.R.5. LATERAL F0R6E-RE5I5TIN6 SYSTEM THR'D THREADED SEISMIC DESIGN CATEGORY=D OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN W=EFFECTIVE SEISMIC WEIGHT OF BUILDING=1350 LBS(TYPE 1),1800 LBS(TYPE2) THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. G.Y. CUBIC YARD L.L. LIVE LOAD T.O.F. TOP OF FOOTING ANALYSIS PROCEDURE USED=EQUIVALENT LATERAL FORCE PROCEDURE FRAMING CONNECTORS: SHALL CONFORM TO CURRENT EVALUATION REPORT AND BE MANUFACTURED BY DEL. DOUBLE LLH LONG LE6 HORIZONTAL T.O.5. TOP OF STEEL LIGHT FRAME SHEAR WALLS WITH RATED SHEATHHINGIND SEISMIC FORCE-RESISTING SYSTEM PER TABLE : SIMPSON STRONG-TIE COMPANY,SAN LEANDRO,CA.,OR PRE-APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND RESPONSE MODIFICATION FACTOR,R=6.5 QUANTITY OF NAILS OR BOLTS PER MANUFACTURER,EXCEPT AS NOTED OTHERWISE.PROVIDE LEAD HOLES AS DGW DEMAND CRITICAL WELD LLV LONG LE&VERTICAL TRT'D TREATED _ REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS.REFER TO PRESERVATIVE TREATED WOOD OVERSTRENGTH FACTOR,Q=3 D.F. DOU6LA5 FIR LOG. LOCATION TYP. TYPICAL Z DEFLECTION AMPLIFICATION FACTOR,Cd=5 REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND o Cs=0.158(ULTIMATE) FASTENERS. VIA.OR m DIAMETER L5L LAMINATED STRAND LUMBER U.N.O. UNLE55 NOTED OTHERWISE DESIGN BASE SHEAR V=215 LBS(TYPE 1),285 LBS(TYPE 2) DIAG. DIAGONAL LVL LAMINATED VENEER LUMBER U.T. ULTRA50NIC TESTED REDUNDANCY FACTOR PER 12.3.4,P=1.0 MISCELLANEOUS: 2 PRE-APPROVED SUBSTITUTIONS: SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS DIM. DIMENSION MAX. MAXIMUM VERT. VERTICAL PIPES,DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE SHALL CONFORM TO OF THESE GENERAL NOTES AND THE SPECIFICATIONS,AND IF COMPLETE WRITTEN ENGINEERING DATA FOR D.L. DEAD LOAD M.B. MACHINE BOLT W/ WITH 0 SHEET METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION,INC.PUBLICATION"SEISMIC EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS °- PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE DWG DRAWING MEGH. MECHANICAL W.P. WORK POINT RESTRAINT MANUAL:GUIDELINES FOR MECHANICAL SYSTEMS".SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. BASIS BY YEAR,AUTHORITY FOR STRESSES AND STRESS INCREASES,IF ANY,AND AMOUNT OF EXPECTED a DWL DOWEL MEZZ. MEZZANINE WT WEIGHT w DEFLECTION FOR FLEXURAL MEMBERS UNDER(1)TOTAL LOAD AND(2)LIVE LOAD ONLY. ALL INCREASED COSTS o FOUNDATION DESIGN CRITERIA IN MECHANICAL,SPRINKLER,ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR (E) EXISTING MFR MANUFACTURER W.W.R. WELDED WIRE REINFORCING ai STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. ALLOWABLE SOIL BEARING PRESSURE:1500 PSF(ASSUMED)* EA. EACH MIN. MINIMUM issue c BID SET 21 MAR 25 T PASSIVE RESISTANCE:200 PCF(INCLUDES F.O.S.>-1.5)(ASSUMED) COEFFICIENT OF FRICTION:.35(INCLUDES F.O.S.>-1.5)(ASSUMED) N *1/3INCREASE ALLOWED FOR SEISMIC OR WIND LOADING 0 N ALL FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED EARTH OR"STRUCTURAL BACKFILL". NATIVE EARTH BEARING r e v s o n_ SHALL BE SURFACE COMPACTED.AREAS OVER-EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE(fc= City of Arlington E 2000 PSI)OR"STRUCTURAL BACKFILL".AREAS DESIGNATED"STRUCTURAL BACKFILL"SHALL BE FILLED WITH Y g m APPROVED WELL-GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4". FROZEN SOIL,ORGANIC MATERIAL Building Department o AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95%OF ITS MAXIMUM DENSITY AS APPROVED CL DETERMINED BY ASTM D1557. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES,TANKS,AND OTHER CONCEALED ITEMS. UPON DISCOVERY,DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE Kevin Olander- 06/04/2025 OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO No changes authorized unless approved by o PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID N the Building Official � WATER-SOFTENED FOOTINGS. u, d a 0 drawn_ �I STRUCTURAL DRAWING INDEX RSC U SHEET NUMBER SHEET DESCRIPTION 51.01 GENERAL NOTES checked N S2.01 STRUCTURAL PLANS AND DETAILS BAM Grand total:2 0 3 sheet_ 04 u) o ORIGINAL SHEET IS 30"z 42" o N copyright 2025 g o N all rights reserved 07 McGRANAHAN "I TYP. 52.01 2xb ROOF J5T5 e lb"O.G. 2x4 ROOF TYP. i J5T5 e lb"O.G. 52.m1 6 TYP. s2.m1 6 TYP. s2.m1 ------------- ---------- - -A------- -- 2xb GEILIN6 2xb GEILIN6 ---- ---- -- ------- -- --------- -- J5T5 e 16"O.G. J5T5 e W,O.G. 52 — --- ---- x ---- ---- -- -- 4------ ,— ----- — —� F 4 v TYP. v m 52.m1 TYP. 3 ---- ----T ---------r—r------ T-- S2.m1 SIMPSON ---- --------- ---------------------- 4x4 POST TYP. EGGLQ-5D52.5 r— , r �IMP50N 4x4 P05T TYP. P05T GAP TYP. I 4xb I I EGGLQ-5D52.5 POST GAP TYP. 4xb 4xb I d 16"50.PREGA5T GONG/GMU 111111IMMS s2 1 PIER BLOCK FT6 W/LT 6A 5TL 5 5IMP50N 6GQ-5052.5 lb"50.PRE6A5T GONG/GMU Structural Solutions HARDWARE.PLACE BOTT OF s2.ml P05T GAP PIER BLOCK FT6 W/LT 6A 5TL Seattle I Tacoma I Portland I a'-m"MAX. FTC,b"BELOW SURROUNDING EQ. EQ. HARDWARE.PLACE BOTT OF www.pcs-structuralxom GRADE FT6 6"BELOW 5URROUNDIN6 NOTES. 14'-0"MAX GRADE I. PROVIDE N/32"PH DECKING ON ROOF.NAIL W/Sd®b"O.G.AT SUPPORTED E06E5 AND Sd e 12"O.G. NOTES' AT INTERMEDIATE FRAMING. 1. PROVIDE 19/32"PH DEGKIN6 ON ROOF.NAIL W/bd a 6"O.G.AT 5UPPORTED E06E5 AND 8d e 12"O.G. ¢FT MA 2. ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED.ALL GUT EN05 SHALL BE FIELD TREATED. AT INTERMEDIATE FRAMING. o 3. FOR GONFI6URATION AT 5PEGIFIG LOCATION,5EE ARCH.PLANS. TYPE 1 CANOPY OGGUR5 IN TWO 2. ALL EXPOSED FRAMING SHALL BE PRE55URE TREATED.ALL GUT EN05 SHALL BE FIELD TREATED. z LOGATION5 AT PORTABLE I AND TWO LOGATION5 AT PORTABLE 11. 3. FOR GONFI6URATION AT 5PEGIFIG LOCATION,5EE ARCH.PLANS. TYPE 1 CANOPY OGGUR5 IN TWO 4. RAMP/STAIR GONFI6URATION SHOWN I5 NOT 5PEGIFIG TO EACH LOCATION.FOR INFORMATION AT LOGATION5 AT PORTABLE I AND TWO LOGATION5 AT PORTABLE 11. Cy,�6ts 5PEGIFIG LOGATION5,5EE ARCH. 4. RAMP/STAIR GONFI6URATION SHOWN I5 NOT 5PEGIFIG TO EACH LOCATION.FOR INFORMATION AT TF hRAL �`_� 5PEGIFIG LOGATION5,SEE ARCH. sS oNAL E� 1 STRUCTURAL PLAN - CANOPY TYPE 1 2 STRUCTURAL PLAN - CANOPY TYPE 2 52.m1 1/2" = 1'-0" 5_ 1 1/2" = 1'-0" Pro ject— SVLC MISC IMPROVEMENTS client_ 5IMP50N A34 EA (2)1/4"mx3„ ARLINGTON PUBLIC SCHOOLS PER ARCH PH DEGKIN6 5IMP50N A34 2x4 JOIST 5IDE W/5GREW5 505 50REW5 e EA 5IDE TYP. PH DEGKIN6 TO(E)Ph DEGK EA J5T BR6 2x ROOF J5T5 location ARLINGTON,WA 2x ROOF J5T5- 2x4 FLAT BIRDMOUTH GUT e Ib"O.G. 2x ROOF J5T5 PH DEGKIN6 A5 SHOWN _ PH DEGKIN6 rr-I 1- Project No.2416.200 • • _—— fl u 2xb FASCIA�` w ROOF BEAM STRUCTURAL 15/32 PH W/8d® 5IMP50N H2.5 (E)ROOF PLANS A N D 2xb FA5GIA 2x GL6 55T5 W/5 2x ROOF J5T5 b"O.G.AT ED6E5 TRUSSES 85HT'6 To o 5GREW5 2xb GONT W/ (E)WALL (E)PH DEGKIN6 2xb GONT AT VALLEY DETAILS TO ROOF J5T 4xb EDGE BM 5IMP50N H2.5 BOARD 2xb RIDGE 4xb BEAM 16d e 6"O.G. FRM'6/5HT'6 (E)ROOF EA((E)16RUSSbd ILS AT TRU55 GHOR05 TYPICAL EAVE DETAIL TYPICAL RID6E DETAIL 3 SECTION 4 SECTION s SECTION b SECTION SECTION 52.01 52. 52 1-m" 2 0 0 U j U 2 y N U V N N 3 0 U N I ff ' issued — c BID SET 21 MAR 25 N ' U N O N revision_ City of Arlington E Building Department APPROVED CL E Kevin Olander-06/04/2025 U ' J No changes authorized unless approved by N the Building Official N u) N aa 0 drawn_ BAM U checked_ N BAM O a sheet_ 04 o ORIGINAL SHEET IS 30"z 42" o N copyright 2025 g o N all rights reserved 07 GENERALNOTES DEMOLITION: MECHANICAL LEGEND 1. ALL WORK PERFORMED SHALL BE DONE IN STRICT ACCORDANCE TO ALL APPLICABLE MECHANICAL,BUILDING,ENERGY,FUEL GAS,AND LOCAL CODES,WITH AMENDMENTS. 1. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN NEW SYSTEMS,EXCEPT WHERE INDICATED AS BEING RELOCATED. SYMBOL DESCRIPTION 2. COORDINATE EQUIPMENT CONNECTIONS WITH MANUFACTURERS'CERTIFIED DRAWINGS. COORDINATE AND PROVIDE DUCT AND PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT 2. CONTRACTOR SHALL REMOVE ALL PIPING AND EQUIPMENT INCLUDING ALL ASSOCIATED O THERMOSTAT McG RA N A H A N CONNECTIONS TO FURNISHED EQUIPMENT.FIELD VERIFY AND COORDINATE DUCT AND PIPING INSULATION,HANGERS,VALVES,WIREMOLD,WIRING,CONTROLS,AND APPURTENANCES DIMENSIONS BEFORE FABRICATION. ASSOCIATED WITH EACH PIECE OF EQUIPMENT. 3. PROVIDE COMMISSIONING FOR MECHANICAL SYSTEMS PER C408 OF THE 2021 WSEC. 3. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL EQUIPMENT AND COMPONENTS Pw REMOVED DURING. 4. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 70 STANDARDS AND LOCAL REQUIREMENTS. 5. ALL FIELD WIRING SHALL REQUIRE AN ELECTRICAL PERMIT AND SHALL BE PERFORMED BY A LICENSED ELECTRICIAN PACKAGED HEAT PUMP SCHEDULE SUPPLY FAN HEATING DATA COOLING DATA ELECTRICAL UNIT NO MFR MODEL LOCATION TOTAL CFM MIN OSA HEAT PUMP NOMINAL WEIGHT STARTERIVFD DISCONNECT REMARKS HP ESP (MBH) ELECTRIC(KW) COP TONS TOTAL MBH SENSIBLE MBH EER FILTERS MCA MOP VOLTS PH (LBS) FURNISHED BY FURNISHED BY HP-1A BARD C30HF-A08ZP4XXR SIDEWALL 900 200 115 0.55 28.2 8 3.3 2.5 31 21.9 11.80 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 HPAB BARD C30HF-A08ZP4XXR SIDEWALL 900 200 115 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 HP-2A BARD C30HF-A08ZP4XXR SIDEWALL 900 400 115 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 HP-213 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 115 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 HP-3A BARD C30HF-A08ZP4XXR SIDEWALL 900 400 115 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 A Gannett Fleming TranSystems Company HP-36 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 1/5 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 6021 12th Street East,Suite 200 HP4A BARD C30HF-A08ZP4XXR SIDEWALL 900 400 115 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 Fife,Washington 98424 HP-413 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 115 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 T:253.922.04461 F:253.922.0896 HP-5A BARD C30HF-A08ZP4XXR SIDEWALL 900 400 1/5 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 dYCHAIs� HP-513 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 1/5 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 Sot wi c� HP-6 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 1/5 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 HP-7 BARD C36HF-A10ZP4DXR SIDEWALL 1100 400 1/3 0.55 32.6 10 3.3 3.0 36.4 26.2 11.7 NOTES 77 70 230 1 564 MFR EC 1,2,3,4,5 HP-8 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 1/5 0.55 28.2 8 3.3 2.5 31 21.9 11.8 NOTES 65 70 230 1 414 MFR EC 1,2,3,4,5 's�dNA1 HP-9 BARD C30HF-A08ZP4XXR SIDEWALL 900 400 115 0.55 28.2 8 3.3 2.5 1 31 1 21.9 1 11.8 NOTES 65 70 230 1 414 MFR I EC 1,2,3,4,5 3/24/2025 1. PROVIDE WITH SINGLE POINT POWER CONNECTION. 2. PROVIDE WITH NEW 7-DAY PROGRAMMABLE THERMOSTAT,BARD MODEL 8403-081. 3. UNIT SHALL INCLUDE 100%ECONOMIZER CAPABILITY(DRY BULB). 4. COOLING CAPACITY RATED AT 95F DB OUTDOOR&80F INDOOR DB,67F INDOOR WB,PER AHRI STANDARDS. 5. HEATING CAPACITY RATED AT 10F DB OUTDOOR,70F DB INDOOR. 6. PROVIDE WITH 2"MERV 13 FILTERS. project_ SVLC MISC IMPROVEMENTS PLUMBING FIXTURE SCHEDULE client_ ARLINGTON SD SYMBOL FIXTURE MOUNTING MANUFACTURER AND MODEL NUMBERS W V HW CW REMARKS location_ ARLINGTON,WA SINK: AMERICAN STANDARD AQUALYN 0476.028 ADA COMPLIANT,PROVIDE WITH EBC INSTITUTIONAL ADA LAVATORY FITTINGS: CHICAGO FAUCETS 3600-E2805AB E E 1 1 " INSULATOR KIT. METERED WITH 0.5 GPM FLOW.PROVIDE P-1 ADA COUNTER SUPPLIES: EBC LAH16-KC ( ) ( ) WITH BRADLEY MODEL 559-4016 TMV AND WALL BRACKET, Project No.2416.200 TRAP: DEARBORN BRASS 17GA W/GROUND JOINT MAXIMUM HOT WATER DELIVERY TEMPERATURE:1057. MECHANICAL LEGEND, SCHEDULES,AND NOTES EXHAUST FAN SCHEDULE UNIT FAN PERFORMANCE CONTROLLED BY OR ELECTRICAL NO MFR. MODEL CONFIGURATION AREA SERVED AMPS CFM EX.S.P. RPM INTERLOCKED WITH WEIGHT VOLTS 0 REMARKS EF-1 BROAN 509 PROPELLER, BOYS BATHROOM 1.8 200 0.20 2500 EXISTING SWITCH 15 115 1 1 WALL MOUNT EF-2 BROAN 509 PROPELLER, GIRLS BATHROOM 1.8 200 0.20 2500 EXISTING SWITCH 15 115 1 1 WALL MOUNT 1.CONNECT TO EXISTING WALL SWITCH. issued BID SET 03.20.25 revision City of Arlington Building Department APPROVED Kevin Olander-06/04/2025 No changes authorized unless approved by the Building Official drawn_ DS checked_ JR sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 M . 1 all rights reserved SECTION 20 00 00-GENERAL SECTION 23 05 48-SEISMIC CONTROL NOTE TO CONTRACTOR:ALL SUBMITTALS INDICATED HEREIN SHALL BE MADE TO ENGINEER. A. INCLUDES SEISMIC RESTRAINING OF ALL DUCTWORK,PIPING,AND MECHANICAL EQUIPMENT.SEE ASCE 7-10 FOR McG RA N A H A N 1.01 SUMMARY REQUIREMENTS. A. THIS SECTION INCLUDES THE FOLLOWING MECHANICAL WORK TO COMPLEMENT OTHER DIVISION B. THE FOLLOWING ITEMS SHALL BE SEISMICALLY RESTRAINED OR ANCHORED: 20 SPECIFICATIONS: 1. ALL EQUIPMENT WEIGHING MORE THAN 400 LB. BRACE PER 13.1.4,ASCE 7-10. 1. SECTION 20 00 00-GENERAL 2. ALL EQUIPMENT HAVING A CENTER OF MASS LOCATED MORE THAN 4FT ABOVE THE ADJACENT FLOOR OR ROOF LEVEL. 2. SECTION 23 05 48-VIBRATION AND SEISMIC CONTROL 3. CEILING HUNG MECHANICAL COMPONENTS WEIGHING MORE THAN 20 POUNDS,OR DISTRIBUTION SYSTEMS WEIGHING 3. SECTION 23 05 53-MECHANICAL IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT MORE THAN 5 LB/FT.BRACE PER 13.1.4,ASCE 7-10. 4. SECTION 23 09 00-CONTROLS 4. SEISMIC RESTRAINTS SHALL BE BIDDER-DESIGNED.SEISMIC DESIGN CRITERIA ARE TO BE ESTABLISHED PER THE 5. SECTION 23 34 23-EXHAUST FANS INTERNATIONAL BUILDING CODE AND ASCE 7-10 ALONG WITH PROJECT STRUCTURAL DRAWINGS. 6. SECTION 23 74 00-PACKAGED WALL MOUNT HEAT PUMPS 7. SECTION 23 05 93-AIR SYSTEM TESTING AND BALANCING SECTION 23 05 53-MECHANICAL IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 1.02 GENERAL A. PROVIDE MANUFACTURERS STANDARD PREPRINTED,FLEXIBLE,OR SEMI-RIGID PERMANENT,COLOR-CODED,PLASTIC SHEET PIPE A. ALL INSTALLATION MATERIALS,LABOR,DUCTWORK AND AIR DISTRIBUTION ENGINEERING,PIPING AND MISCELLANEOUS MARKERS. MATERIALS AND JOBSITE COORDINATION SHALL BE THE RESPONSIBILITY OF THIS MECHANICAL CONTRACTOR.THIS B. PROVIDE FOR ALL ITEMS ON EQUIPMENT SCHEDULE. CONTRACTOR IS TO DESIGN AND COORDINATE ALL SYSTEMS DESCRIBED HEREIN WITH ALL OTHER DIVISIONS. 1. ENGRAVED PLASTIC LAMINATE SIGN ON OR NEAR EACH ITEM. B. FURNISH EXACT LOCATION AND ELECTRICAL CHARACTERISTICS OF ALL ELECTRICAL CONNECTIONS TO MECHANICAL EQUIPMENT REQUIRING CONNECTION TO THE ELECTRICAL CONTRACTOR. SECTION 23 09 00-CONTROLS A. PROVIDE MANUFACTURER STAND-ALONE CONTROLS. 1.03 OPERATION AND MAINTENANCE MANUAL FOR MECHANICAL SYSTEMS A. SUBMIT(2)COPIES OF THE MECHANICAL 0&M MANUALS TO THE OWNER FOR APPROVAL 14 DAYS PRIOR TO COMPLETION OF THE PROJECT. SECTION 23 21100-SLEEVES AND SEALS B. BIND 0&M MANUALS FOR MECHANICAL SYSTEMS IN THREE-RING,HARD-BACKED BINDER. PROVIDE MASTER INDEX TO THE A. PIPE SLEEVES SHALL BE PROVIDED AS INDICATED FOR STRUCTURAL AND NON-STRUCTURAL APPLICATIONS. BEGINNING OF THE MANUAL SHOWING ITEMS INCLUDED. USE PLASTIC TAB INDEXES FOR SECTIONS OF MANUAL. B. SET PIPE AND DUCT SLEEVES PLUMB OR LEVEL(OR SLOPED AS REQUIRED FOR DRAINAGE PIPE)IN PROPER POSITION,TIGHTLY C. FIRST SECTION SHALL CONSIST OF NAME,ADDRESS,AND PHONE NUMBER OF MECHANICAL,PLUMBING,SHEET METAL, FITTED INTO THE WORK. REFRIGERATION,TEMPERATURE CONTROL,AND ELECTRICAL CONTRACTORS.ALSO INCLUDE COMPLETE LIST OF EQUIPMENT C. FILL OPENINGS AROUND OUTSIDE OF PIPE AND DUCT SLEEVE WITH SAME MATERIAL AS SURROUNDING CONSTRUCTION,OR WITH INSTALLED WITH NAME,ADDRESS AND PHONE NUMBER OF EACH VENDOR. MATERIAL OF EQUIVALENT FIRE AND SMOKE RATING. D. INCLUDE DESCRIPTIVE LITERATURE(MANUFACTURER'S CATALOG DATA)OF EACH MANUFACTURED ITEM.LITERATURE SHALL D. SEAL AROUND ALL PIPES INSIDE OF PIPE SLEEVES AND DUCTS INSIDE OF DUCT SLEEVES. (i SHOW CAPACITIES AND SIZE OF EQUIPMENT USED AND MARKED INDICATING EACH SPECIFIC ITEM WITH APPLICABLE DATA E. INSULATION SHALL RUN CONTINUOUSLY THROUGH PIPE AND DUCT SLEEVES. UNDERLINED. A Gannett Fleming Transystems Company E. MAINTENANCE INSTRUCTIONS SHALL INCLUDE MANUFACTURER'S MAINTENANCE INSTRUCTIONS FOR EACH PIECE OF F. SEALS IN INTERIOR FIRE RATED ASSEMBLIES,EXTERIOR MASONRY ASSEMBLIES AND OTHER AREAS SHALL BE PROVIDED AS 6021 12th Street East,Suite 200 MECHANICAL EQUIPMENT INSTALLED FOR PROJECT. INSTRUCTIONS SHALL INCLUDE NAME OF VENDOR,INSTALLATION INDICATED. Fife,Washington 98424 INSTRUCTIONS,PARTS NUMBERS AND LISTS OPERATION INSTRUCTIONS OF EQUIPMENT,AND MAINTENANCE AND LUBRICATION G. SEALS SHALL BE WATERTIGHT WHERE THE PENETRATION MAY BE EXPOSED TO WATER OR MOISTURE. T:253.922.04461 F:253.922.0896 INSTRUCTIONS. H. DUCT PENETRATIONS THROUGH ROOF OR EXTERIOR WALL ASSEMBLIES SHALL BE PROVIDED WITH FLASHING FOR A F. PROVIDE ONE COMPLETE COPY OF ALL EQUIPMENT WARRANTY REGISTRATION FORMS IN EACH MANUAL. WEATHERTIGHT ASSEMBLY IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS.SUCH OPENINGS SHALL BE d�CHA6� SEALED TO BE WEATHERPROOF. 1.04 QUALITY ASSURANCE I. SEALS IN INTERIOR FIRE RATED ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH ASTM E814 AND UL CLASSIFIED PER A. REQUIREMENTS OF REGULATORY AGENCIES: UL1479 AS A THROUGH-PENETRATION FIRESTOP DEVICE.SEALS SHALL BE OF MATERIAL AND WORKMANSHIP TO MAINTAIN THE 1. PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES. FIRE AND/OR SMOKE RATING OF ELEMENT BEING PENETRATED.THE CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT ANY 2. IN CASE OF DIFFERENCES BETWEEN BUILDING CODES,STATE LAWS,LOCAL ORDINANCES,UTILITY COMPANY DATA REQUIRED BY LOCAL AGENCIES TO SATISFY THEM THAT THE CONTRACTOR'S PROPOSED FIRE SEALS ARE SATISFACTORY. REGULATIONS,AND CONTRACT DOCUMENTS,THE MOST STRINGENT SHALL GOVERN. S2oNAL B. MOTOR AND EQUIPMENT NAME PLATES AS WELL AS APPLICABLE UL AND AGA LABELS SHALL BE IN PLACE WHEN PROJECT IS SECTION 23 24 23-EXHAUST FANS 3/24/2025 TURNED OVER TO OWNER. A. PROVIDE SCHEDULED EXHAUST FAN OR APPROVED EQUAL. 1.05 CODES AND STANDARDS B. INSTALL EXHAUST FAN PER MANUFACTURER RECOMMENDATIONS. A. THE LATEST EDITION OF THE CODES LISTED BELOW AND AGENCIES HAVING JURISDICTIONAL AUTHORITY OVER MECHANICAL INSTALLATION. SECTION 23 74 00-PACKAGED WALL MOUNT HEAT PUMPS 1. WASHINGTON STATE ENERGY CODE A. PROVIDE SCHEDULED HEAT PUMP OR APPROVED EQUAL. 2. INTERNATIONAL BUILDING CODE B. INSTALL HEAT PUMP PER MANUFACTURER RECOMMENDATIONS. 3. INTERNATIONAL MECHANICAL CODE 4. UNIFORM PLUMBING CODE SECTION 23 05 93-AIR SYSTEM TESTING AND BALANCING project_ 5. LOCAL SEWER AND WATER DISTRICT REQUIREMENTS 6. STATE AND COUNTY DEPARTMENT OF HEALTH SVLC MISC IMPROVEMENTS 7. LOCAL FIRE MARSHAL 1.03 SYSTEM DESCRIPTION(PERFORMANCE REQUIREMENTS) client 8. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA) A. PERFORM TESTING AND BALANCING IN COMPLETE ACCORDANCE WITH THE ASSOCIATED AIR BALANCING COUNCIL(AABC), ARLINGTON SD 9. NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) NATIONAL ENVIRONMENTAL BALANCING BUREAU(NEBB),OR NATIONAL BALANCING COUNCIL(NBC)STANDARDS AND PROCEDURES. location_ 1.06 PRODUCT HANDLING AND PROTECTION B. AIR TESTING&BALANCE AGENCY SHALL PERFORM TESTS SPECIFIED,COMPILE TEST DATA,AND SUBMIT COPIES OF COMPLETE ARLINGTON,WA A. PROTECT FLANGES,FITTINGS,AND DUCTWORK OR PIPING SPECIALTIES FROM MOISTURE AND DIRT. TEST DATA TO CONTRACTOR FOR FORWARDING TO ARCHITECT/ENGINEER FOR EVALUATION AND APPROVAL. B. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL MATERIAL,EQUIPMENT AND APPARATUS PROVIDED UNDER THIS SECTION FROM DAMAGE,WATER,CORROSION,FREEZING AND DUST,BOTH IN STORAGE AND WHEN INSTALLED,UNTIL FINAL 1.04 SUBMITTALS REQUIRED BY THIS SECTION Project No.2416.200 PROJECT ACCEPTANCE. A. COMPANY INFORMATION INCLUDING WASHINGTON STATE CONTRACTOR'S LICENSE. C. COMPLETELY COVER MOTORS AND OTHER MOVING MACHINERY TO PROTECT FROM DIRT AND WATER DURING CONSTRUCTION. MECHANICAL D. HANDLE AND PROTECT EQUIPMENT AND/OR MATERIAL IN MANNER PRECLUDING UNNECESSARY FIRE HAZARD. B. KEY PERSONNEL AND RESUMES. E. EQUIPMENT REQUIRING ROTATING AND/OR LUBRICATION DURING STORAGE SHALL HAVE RECORDS MAINTAINED AND C. AABC,NEBB,OR NBC CERTIFICATIONS. SPECIFICATIONS WITNESSED ON A MONTHLY BASIS AND FORWARDED TO THE ARCHITECT/ENGINEER PRIOR TO ACCEPTANCE. D. PROVIDE REFERENCE OF FIVE(5)COMPLETED JOBS OF SIMILAR SIZE AND COMPLEXITY. 1.07 WARRANTIES 1.06 QUALITY ASSURANCE(QUALIFICATIONS) A. IN ADDITION TO GUARANTEE SPECIFIED IN GENERAL CONDITIONS,GUARANTEE HEATING,COOLING,EXHAUST,AND PLUMBING A. MECHANICAL CONTRACTOR SHALL PROCURE SERVICES OF AN INDEPENDENT AIR TESTING&BALANCE AGENCY,WHICH SYSTEMS TO BE FREE FROM NOISE IN OPERATION THAT MAY DEVELOP FROM FAILURE TO CONSTRUCT SYSTEM IN ACCORDANCE SPECIALIZES IN TESTING,AND BALANCING OF HEATING,VENTILATING,AND COOLING SYSTEMS TO BALANCE,ADJUST,TEST WITH CONTRACT DOCUMENTS. AIR-MOVING EQUIPMENT,AIR DISTRIBUTION,AND EXHAUST SYSTEMS. B. IN ORDER TO BE PROTECTED,SECURE PROPER GUARANTEES FROM SUPPLIERS AND SUBCONTRACTORS. g. AGENCY SHALL BE APPROVED IN WRITING BY CONSULTANT. C. PROVIDE CERTIFICATES OF WARRANTY FOR EACH PIECE OF EQUIPMENT.CLEARLY RECORD"START-UP"DATE OF EACH PIECE OF EQUIPMENT ON CERTIFICATE.PROVIDE START-UP CERTIFICATES AT SUBSTANTIAL COMPLETION TO THE OWNER. C. INSTRUMENTS USED BY AGENCY SHALL BE ACCURATELY CALIBRATED AND MAINTAINED GOOD WORKING ORDER. D. IF REQUESTED,CONDUCT TESTS IN PRESENCE OF ARCHITECT/OWNER/ENGINEER. 1.08 COMMISSIONING A.MINIMUM STATE OF WASHINGTON COMMISSIONING REQUIREMENTS ARE TO BE MET PER WSEC C408. SECTION 23 90 00-MECHANICAL DEMOLITION B.A COMMISSIONING PLAN SHALL BE PREPARED,TO INCLUDE EXPLANATION OF DESIGN INTENT,EQUIPMENT AND FUNCTIONS TO BE TESTED,CONDITIONS UNDER WHICH TEST SHALL BE PERFORMED,AND MEASURABLE CRITERIA FOR ACCEPTABLE PERFORMANCE. A. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING MECHANICAL EQUIPMENT, C.TESTING AND BALANCING SHALL BE PROVIDED. INCLUDING,BUT NOT LIMITED TO PIPING,FIXTURES,HVAC EQUIPMENT,DUCTWORK IN AREAS SHOWN ON THE DRAWINGS AND D.CONTROLS FUNCTIONAL PERFORMANCE TESTING SHALL DEMONSTRATE CORRECT INSTALLATION AND OPERATION OF INDICATED THEREON. EQUIPMENT. B. THE MECHANICAL CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REMOVAL AND/OR RELOCATION OF ALL MECHANICAL E.COMMISSIONING REPORT SHALL BE PROVIDED TO OWNER,AND SHALL INCLUDE PROCEDURES AND RESULTS OF FUNCTIONAL PERFORMANCE TESTING. EQUIPMENT THAT WILL INTERFERE WITH INSTALLATION AND OPERATION OF ANY NEW CONSTRUCTION INDICATED OR REQUIRED. C. ANY EXISTING EQUIPMENT TO WHICH MODIFICATIONS ARE MADE UNDER THE CONTRACT SHALL BE PAINTED AND LABELED IN PART 2-EXECUTION ACCORDANCE WITH SPECIFICATIONS FOR NEW MATERIALS. D. ALL MECHANICAL EQUIPMENT(OTHER THAN PIPING)TO BE REMOVE SHALL REMAIN THE PROPERTY OF AND SHALL BE 2.01 OPERATION AND MAINTENANCE TRAINING TRANSPORTED,STORED,OR DISPOSED AS DIRECTED BY THE OWNER.THIS WILL BE AT NO COST TO THE OWNER. A. AFTER COMPLETION OF WORK AND AFTER ALL TEST AND INSPECTIONS,THE CONTRACTOR SHALL DEMONSTRATE AND INSTRUCT THE OWNER IN OPERATION AND MAINTENANCE OF THE VARIOUS MECHANICAL SYSTEMS. INSTRUCTION SHALL INCLUDE HVAC CONTROLS,HVAC EQUIPMENT MAINTENANCE,AND PLUMBING EQUIPMENT. B. INSTRUCTION PERIODS SHALL BE SCHEDULED WITH OWNER. LENGTH OF INSTRUCTION PERIOD SHALL BE TO OWNER SATISFACTION. C. COST OF TIME INVOLVED BY CONTRACTOR SHALL BE INCLUDED IN THE BID. 2.02 PREPARATION A. PATCH AND REPAIR CUT SURFACES WITH MATERIALS OF SAME QUALITY APPEARANCE AS ADJACENT SURFACES UNLESS OTHERWISE SHOWN. B. THIS WORK SHALL BE SCHEDULED SUCH THAT UTILITY SERVICES AND/OR EXISTING SYSTEMS FOR THE FACILITY ARE NOT INTERRUPTED DURING NORMAL OCCUPANCY HOURS,WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE. i s s u e d_ BID SET 03.20.25 2.03 INSTALLATION A. PERFORM WORK IN ACCORDANCE TO ALL APPLICABLE LOCAL,STATE AND NATIONAL GOVERNMENT INSTALLATION CODES. B. INSTALL MECHANICAL EQUIPMENT TO PERMIT EASY ACCESS FOR NORMAL MAINTENANCE,AND SO THAT PARTS REQUIRING revision _ PERIODIC REPLACEMENT OR MAINTENANCE,(E.G.,COILS,MOTORS,BEARINGS,ETC.)CAN BE REMOVED.RELOCATE ITEMS,WHICH INTERFERE WITH ACCESS. C. VALVES AND OTHER DEVICES WHICH ARE MANUALLY ADJUSTED OR OPERATED SHALL BE LOCATED SO AS TO BE EASILY ACCESSIBLE BY A PERSON STANDING ON THE FLOOR. City Of Arlington D. DISSIMILAR METALS:PROVIDE SEPARATIONS BETWEEN ALL DISSIMILAR METALS.WHERE NOT SPECIFIED IN ANOTHER WAY,USE Building Department 10 MIL BLACK PLASTIC TAPE WRAPPED AT POINT OF CONTACT OR PLASTIC CENTERING INSERTS. APPROVED E. PROVIDE OFFSETS AROUND ALL ELECTRICAL PANELS(AND SIMILAR ELECTRICAL EQUIPMENT)TO MAINTAIN SPACE CLEAR ABOVE AND BELOW PANEL TO STRUCTURE AND CLEARANCE OF 3.5 FEET DIRECTLY IN FRONT OF PANEL,EXCEPT WHERE INDICATED Kevin Olander- 06/04/2025 OTHERWISE OR REQUIRED BY NEC TO BE MORE.SUCH OFFSETS ARE TYPICALLY NOT SHOWN ON THE DRAWINGS,BUT ARE REQUIRED PER THIS PARAGRAPH. No changes authorized unless approved by the Building Official drawn_ DS checked_ JR sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 M all rights reserved GENERAL NOTES 1. ITEMS SHOWN DASHED ARE TO BE REMOVED. 2. CONTRACTOR TO VERIFY LOCATION OF MECHANICAL EQUIPMENT ON SITE, DEMOLITION NOTES McGRANAHAN O REMOVE WALL MOUNTED HEAT PUMP AND THERMOSTAT.CONNECTIONS TO REMAIN FOR REPLACEMENT. O REMOVE WALL MOUNTED EXHAUST FAN.CONNECTIONS TO REMAIN FOR REPLACEMENT.RETAIN WALL CAP. REMOVE COUNTER MOUNTED LAVATORY,FAUCET, WASTE,AND SUPPLY STOPS.MAINTAIN WASTE AND WATER PIPING FOR CONNECTION TO NEW LAVATORY. HP HP HP 1 5A HP 1 3A 1 7 O 5B 1 HP 3B P-7 P-5 P-3 T - T T T ',T 9P A Gannett Fleming TranSystems Company r------, 6021 121h Street East,Suite 200 1 1 Fife,Washington 24 P 1 F: T:253.922.0446 I F:253.922.0896 P-9 T T r aa�e - - P-1 WiA1� 3/24/2025 T T HP L ject_ - 2 - 1 HP 1B SVLC MISCpro IMPROVEMENTS P 10 P R O 4A client_ 1 HP ARLINGTON SD 2A r------, O O location_ ARLINGTON,WA 3 L------ 3 Project No.2416.200 1 HP 8 "P 1 (T) MECHANICAL SITE r------- 5 P- '?% AND FLOOR DEMOLITION PLANS P-6 - PROJECT NORTH T' PORTABLE P-11 MECHANICAL DEMOLITION PLAN _ 114"=1'-0' 1 HP L------' HP L------2 4B 1 2B ` 1 PROJECT ( NORTH MECHANICAL SITE DEMOLITION PLAN 1116"=V-0• issued BID SET 03.20.25 revision City of Arlington Building Department APPROVED Kevin Olander- 06/04/2025 No changes authorized unless approved by the Building Official drawn_ DS checked_ 1R sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 M D 1.01 all rights reserved GENERALNOTES 1. CONTRACTOR TO VERIFY LOCATION OF MECHANICAL EQUIPMENT ON SITE. CONSTRUCTION NOTES McGRANAHAN 0 INSTALL NEW HEAT PUMP AND CONNECT TO EXISTING DUCTWORK AND NEW THERMOSTAT.BALANCE TO AIRFLOWS INDICATED ON THE SCHEDULE. O2 INSTALL NEW EXHAUST FAN IN EXISTING OPENING. REUSE EXISTING WALL CAP. 0 NEW THERMOSTAT,INSTALL IN THE SAME LOCATION AS PREVIOUS THERMOSTAT. HP ❑ HP 1 ® NEW LAVATORY,CONNECT TO EXISTING WASTE AND HP 1 5A 1 HP 1 3A 5B 1 HP WATER PIPING. 3B P-7 P-5 P-3 T T T T T 3 3 1 HP 3 9HP A Gannett Fleming TranSystems Company P— P 11 T Fife,Wash Street East,Suite 200 Fife,Washington 98424 T:253.922.0446 I F:253.922.0896 d�C]IA6�JP T 3 ��o' c� P-1 s�ovA1 � 3/24/2025 ,,,w1W 3 Ti T HP 1 HP 1B project_ P10 P 8 1 4A 1 HP O 'F O 2F O SVLC MISC IMPROVEMENTS �' 2A client_ ARLINGTON SO O p location_ ARLINGTON,WA 1 HP ®P-1 P-1® 8 HP 1 T Project No.2416.200 6 \ ) 3 T P—/� 3 P—� MECHANICAL SITE 'T AND FLOOR PLANS T P-6 T T PROJECT f NORTH PORTABLE P-11 MECHANICAL PLAN 2 3 H P HP 4B 1 2B •r PROJECT , NORTH MECHANICAL SITE PLAN issued BID SET 03.20.25 City of Arlington revision_ Building Department APPROVED Kevin Olander-06/04/2025 No changes authorized unless approved by the Building Official drawn_ DS checked_ JR sheet ORIGINAL SHEET 15 30"x 42" copyright 2024 M all rights reserved McGRANAHAN GENERAL NOTES(APPLY TO ALL SHEETS) ELECTRICAL SPECIFICATIONS ELECTRICAL LEGEND 1. SEE EACH SHEET FOR ADDITIONAL GENERAL NOTES THAT ARE SPECIFIC TO AN AREA OR SHEET. SECTION 26 00 00-ELECTRICAL GENERAL CONDITIONS SYMBOL DESCRIPTION 2. THE CONTRACTOR/INSTALLING VENDOR IS RESPONSIBLE TO VERIFY ALL WALL TYPES AND CABLE ROUTING AND ALL WORK REQUIRED TO FACILITATE A 0 THE ELECTRICAL CONTRACTOR SHALL CONFORM TO THE GENERAL CONDITIONS,SUPPLEMENTARY CONDITIONS,AND RELATED WORK IN OTHER DIVISIONS FOR M O W TOuv� COMPLETE AND FULLY FUNCTIONAL SYSTEM. ALL WORK IN DIVISION 26,27 AND 28. ru u 0 THE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE APPLICABLE STANDARDS AND CODES OF THE FOLLOWING:ASTM,NBFU,NEC,WAG,NESC,NEMA, I—❑ WALL MOUNT LIGHT FIXTURE 3. PANEL DESIGNATIONS AND CIRCUIT NUMBERS ARE ONLY INDICATED ON THE DRAWINGS FOR REFERENCE BY THE ELECTRICAL CONTRACTOR.THE E.C.IS NFPA,ILL.,IPCEA,GEM,ETL. RESPONSIBLE TO PROVIDE ALL CONDUIT,WIRING,JUNCTION BOXES AND MISCELLANEOUS ACCESSORIES TO ACCOMMODATE INSTALLATION AND CONNECTION 0 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES,PERMITS AND INSPECTIONS REQUIRED BY LAWS,ORDINANCES AND RULES GOVERNING WORK. RECESSED LIGHT FIXTURE OF ALL DEVICES INDICATED ON THE CONTRACT DOCUMENTS.ALL WIRING HOMERUNS SHALL BE IN HARD CONDUIT BACK TO THE DESIGNATED PANELBOARD.ALL 0 THE CONTRACTOR SHALL MAINTAIN A SET OF AS-BUILT DRAWINGS. JUNCTION BOXES SHALL BE LABELED IDENTIFYING THE PANELBOARD AND CIRCUIT CONTAINED WITHIN.THERE SHALL BE NO MORE THAN(3)CIRCUITS PER 0 THE CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY OF WORKMANSHIP FOR A 12 MONTH PERIOD. HOMERUN.MULTI-WIRE CIRCUITS ARE NOT ALLOWED.EACH CIRCUIT SHALL CONTAIN A DEDICATED NEUTRAL UNLESS SPECIFICALLY ALLOWED BY THE 0 SHOP DRAWINGS AND OPERATION AND MAINTENANCE MANUALS SHALL BE SUBMITTED IN ACCORDANCE WITH DIVISION 1 SPECIFICATIONS. EGRESS FIXTURE WITH EMERGENCY BATTERY PACK.PROVIDE ADDITIONAL UNSWITCHED HOT LEG FROM INDICATED CIRCUIT ENGINEER.ALL WIRING SHALL BE SIZED ACCORDING TO THE AMPACITY OF THE CIRCUIT BREAKER INDICATED ON THE PANEL SCHEDULE.ALL CONDUITS SHALL FOR VOLTAGE SENSING AND BATTERY CHARGING. BE SIZED PER NEC CODE BASED ON THE CONDUCTOR SIZE,TYPE,QUANTITY AND MINIMUM FILL REQUIREMENTS.CIRCUITS OVER 120'SHALL BE UPSIZED ONE SECTION 26 0519-WIRES AND CABLES 0 JJ 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. 0 ALL WIRING SHALL BE COPPER THW OR THHN. Cc��(V] nn fLrl l�Cc 0 CONDUCTORS SHALL BE TESTED WITH A"MEGGER"TYPE TESTER. FEEDERS SHALL BE CHECKED TO ENSURE PHASE ROTATIONS FOR MOTORS AND EQUIPMENT. U Vl/ l�lfTlLSc� 4. ALL TYPICAL DEVICES SHALL BE MOUNTED AT CONSISTENT LOCATIONS AND HEIGHTS THROUGHOUT THIS PROJECT,UNLESS NOTED OTHERWISE. $ SINGLE POLE SWITCH SECTION 26 05 26-GROUNDING 5. GROUNDING SHALL CONFORM TO NEC 250. A carmen Fleming r eesyscems Company OS CEILING MOUNTED OCCUPANCY SENSOR(LIGHTING CONTROL) 0 A GROUNDING SYSTEM SHALL BE PROVIDED FOR NEUTRAL GROUND AND EQUIPMENT GROUND AS REQUIRED BY CODE. 6. PAINT,PATCH AND SEAL ALL PENETRATIONS TO MATCH ADJACENT WALL. 0 PROVIDE GROUND WIRE IN ALL CONDUITS. 6021 121h Street East,Suite 200 03 v��le 0V�OII(l� 0 METAL INTERNAL PIPING SHALL BE GROUNDED. Fife,Washington 98424 v T:253.922.04461 F:253.922.UB96 t\1 CONSTRUCTION NOTES SECTION 26 05 32-OUTLETS AND PULL BOXES GENERAL DEMOLITION NOTES (APPLY TO ALL SHEETS) 0 OUTLET AND PULL BOXES SHALL BE PRESSED STEEL,ZINC COATED,4"SIZE MINIMUM. � 1N R. Ol DEMOLITION NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS/HER BID ALL COSTS ASSOCIATED WITH NECESSARY DEMOLITION TO ALLOW NEW CONSTRUCTION 0 EXTERIOR OUTLET AND JUNCTION BOXES SHALL BE CAST IRON OR CORROSION RESISTANT ALLOY COMPATIBLE WITH RACEWAY. W W INDICATES WEATHERPROOF FOR ALL DEVICES,PROVIDE LOCKING COVER ON RECEPTACLES. SHOWN IN CONTRACT DOCUMENTS,UNLESS NOTED OTHERWISE.THE CONTRACTOR SHALL REMOVE ALL EXISTING ELECTRICAL EQUIPMENT,LIGHTING 0 EXTERIOR BOXES BELOW GRADE SHALL BE CONSTRUCTED OF PRE-CAST CONCRETE WITH SIZE AS REQUIRED BY APPLICATION. Ta' j FIXTURES,DEVICES,ABANDONED RACEWAYS,CONDUCTORS,TOGETHER WITH ANY AUXILIARY ITEMS TO ALLOW NEW CONSTRUCTION AND FINISH TO OCCUR 0 ALL WORK IN THIS SECTION SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. ' LV ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINED AS COMPLIMENTED BY THE CONTRACT DOCUMENTS. DASHED LINES INDICATE EXISTING DEVICES AND EQUIPMENT TO BE REMOVED. o SECTION 26 05 33-RACEWAY �o RscIs,ane° ' )+, 2. THESE PLANS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIAL.THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED ASytONAL � P��y ALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED WITH THE INTENT TO GENERALLY DESCRIBE AREAS AND LIMITS OF WORK.THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THERE AND 0 ALL RACEWAYS SHALL BE GRS,IMC,OR EMT UNLESS NOTED OTHERWISE. Spry SHALL NOT RELY SOLELY ON REVIEW OF THE BIDDING DOCUMENTS IN DETERMINING THE EXTENT OF DEMOLITION WORK REQUIRED.COORDINATION OF THESE 0 PVC CONDUIT MAY BE USED FOR UNDERGROUND RACEWAYS. A DETAIL CALL OUT-A INDICATES DETAIL IDENTIFICATION,E2 INDICATES SHEET DRAWINGS WITH REQUIREMENTS FOR CONTRACT WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DISCREPANCIES BETWEEN OR WITHIN THE CONTRACT 0 FLEXIBLE CONDUITS SHALL BE PERMITTED IN 6 FOOT LENGTHS TO MOTORS. DOCUMENTS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.THE CONTRACTOR SHALL PROVIDE CLARITY SKETCHES,DIAGRAMS,AND FIELD E2 E3 TAKEN FROM,E3 INDICATES SHEET DRAWN ON DIMENSIONS OF EXISTING CONDITIONS AT THE REQUEST OF THE ENGINEER IRANHEN CONFLICTS ARE IDENTIFIED. SECTION 26 2419-MOTOR CONTROLLERS AH1 3. E.C.TO REMOVE ELECTRICAL CONNECTIONS TO ALL MECHANICAL EQUIPMENT TO BE DEMOLISHED. E.C.SHALL CHECK ALL DEMOLITION PLANS AND ACTUAL 0 MAGNETIC MOTOR STARTERS SHALL BE FULL VOLTAGE NON-REVERSING WITH OVERLOADS.WILL BE EQUIPPED WITH"ON","OFF",AND"HANDS-OFF-AUTO"SWITCH. t� MECHANICAL EQUIPMENT CONNECTION FIELD CONDITIONS FOR UNIT LOCATIONS.COORDINATE WORK WITH MECHANICAL CONTRACTOR.ALL CONDUITS PENETRATING THROUGH THE ROOF AND 0 COMBINATION MOTOR STARTER/DISCONNECTS SHALL BE EQUIPPED WITH FUSED SWITCH. ACCESSIBLE SHALL BE REMOVED. 0 MANUAL STARTERS SHALL BE TOGGLE SWITCH TYPE. project_ a EXISTING PANELBOARD TO BE RETAINED 4. THESE PLANS HAVE NO INTENT TO SHOW ALL ELECTRICAL DEVICES TO BE REMOVED.ELECTRICAL CONTRACTOR SHALL VERIFY DEMOLITION WORK INVOLVED SVLC MISC IMPROVEMENTS PRIOR TO BID. SECTION 26 2816-DISCONNECTS AND FUSED SWITCHES client 5. REMOVE ALL ELECTRICAL AND SIGNALING DEVICES(INCLUDING,BUT NOT LIMITED TO REMOVAL OF ALL ELECTRICAL PANELS,LIGHTING FIXTURES, 0 SWITCHES SHALL BE HEAVY-DUTY TYPE,WITH QUICK-BREAK AND SHALL BE HORSEPOWER RATED. ARLINGTON So 0 ENCLOSURE SHALL HAVE INTERLOCKING COVER TO PREVENT OPENING DOOR WHEN SWITCH IS CLOSED. MECHANICAL EQUIPMENT CONNECTION SCHEDULE RECEPTACLES,MOTOR DISCONNECTS,FIRE ALARM AND OTHER LOW VOLTAGE DEVICES).UNLESS NOTED OTHERWISE. 0 EXTERIOR ENCLOSURES SHALL HAVE A RAINTIGHT RATING. o c a t o n_ ARLINGTON,WA FUSED 6. REMOVE ALL WIRES,CABLES AND SURFACE MOUNT RACEWAYS AND APPURTENANCES WHICH SERVE DEVICES BEING REMOVED,CUT CONDUIT FLUSH TO LOAD CIRCUIT CEILING OR WALL WHEN CONCEALED,AND SEAL OFF WITH SPRAY FOAM.ABANDON FLUSH BOXES AND NON-ACCESSIBLE CONDUIT.PROVIDE COVER PLATES SECTION 26 2813-FUSES DISC. FOR ALL BOXES TO REMAIN. VA FLA HP PANEL EQUIP. VOLT/PH BKR CONDUIT/WIRE SIZE NOTE 1 REMARKS 0 CIRCUITS 0 TO 600 AMPERES SHALL BE PROTECTED BY DUAL ELEMENT FUSES. Project No.2416.200 EF-1 12011 36 2 7. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR ALL CUTTING,PATCHING AND FINISH WORK. 0 FUSES SHALL BE BUSSMAN OR SHAWMUT. EF-2 120/1 36 2 ELECTRICAL HP-IA 240/1 52 (1)1"C.W/(3)#4 CU AND#8 CU GND EC 3,4 8. CONTRACTOR TO REMOVE AND DELIVER TO OWNER ALL DEVICES THAT ARE IDENTIFIED BY OWNER TO BE RETAINED.CONTRACTOR SHALL COORDINATE WITH SECTION 26 50 00-LIGHTING LEGEND, NOTES, OWNER TO ASSURE THAT ALL ITEMS TO BE RETAINED ARE IDENTIFIED PRIOR TO THE START OF DEMOLITION.ALL ITEMS NOT SO IDENTIFIED SHALL BECOME A N D HP-1 B 240/1 52 (1)1-C.W/(3)#4 CU AND#8 CU GND EC 3A PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSE OF OFF SITE. 0 INTERIOR FIXTURES SHALL BE STEEL OR ALUMINUM WITH 300 DEGREES F.,BAKED ENAMEL FINISH OR BRUSHED FINISH. HP-2A 240/1 52 (1)V C.W/(3)#4 CU AND#8 CU GND EC 3,4 0 EXTERIOR FIXTURES SHALL BE CORROSION RESISTING METAL AND SUITABLE FOR OUTDOOR SERVICE WITHOUT TARNISHING OR OTHER DAMAGE DUE TO SPECIFICATIONS HP-26 240/1 52 (1)1"C W/(3)#4 CU AND#8 CU GND EC 3,4 9. FIELD VERIFY EXISTING CONDITIONS. EXPOSURE. 0 LUMINAIRE TYPE SHALL BE LED WITH A MINIMUM L70 RATING OF 50,000 HOURS. HP-3A 240/1 52 (1)1'C.W/(3)#4 CU AND#8 CU GND EC 3,4 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 0 MINIMUM CRI SHALL BE 80. HP-3B 240/1 52 (1)V C W/(3)#4 CU AND#8 CU GND EC 3,4 ELECTRICAL DEMOLITION AND MAINTAINING EXISTING EQUIPMENT AND CIRCUITING TO REMAIN. 0 DRIVERS SHALL BE RATED FOR 50,000 HOURS AND SELECTED TO MATCH CONTROLS AND BE DIMMING OR STATIC AS REQUIRED. HP-4A 240/1 52 (1)V C W/(3)#4 CU AND#8 CU GND EC 3,4 0 OCCUPANCYIVACANCY SENSORS SHALL BE DUAL TECHNOLOGY CEILING MOUNTED TYPE. HP-4B 240/1 52 (1)1"C.W/(3)#4 CU AND#8 CU GND EC 3,4 0 EXTERIOR LIGHTING SHALL BE CONTROLLED BY A COMBINATION PHOTOCELL AND ASTRONOMICAL TIMECLOCK SYSTEM. HP-5A 240/1 52 (1)1"C.W/(3)#4 CU AND#8 CU GND EC 3,4 HP-56 240/1 52 (1)1-C W/(3)#4 CU AND#8 CU GND EC 3,4 HP-6 240/1 52 (1)V C.W/(3)#4 CU AND#8 CU GND EC 3,4 HP-7 240/1 61 (1)1 C W/(3)#4 CU AND#8 CU GND EC 3,4 HP-8 240/1 52 (1)V C.W/(3)#4 CU AND#8 CU GND EC 3,4 HP-9 240/1 52 (1)V C.W/(3)#4 CU AND#8 CU GND EC 3,4 NOTE: 1.CONTRACTOR LISTED SHALL FURNISH AND INSTALL THE LISTED DEVICE. 2.UTILIZE EXISTING CONDUIT,CONDUCTORS,AND CIRCUIT BREAKER. 3_UTILIZE EXISTING CONDUIT,CONDUCTORS,AND CIRCUIT BREAKER FROM PANEL_PROVIDE NEW CONDUIT AND CONDUCTORS BETWEEN DISCONNECT AND UNIT_ 4.PROVIDE 80AT/100AF DISCONNECT. GENERAL NOTES FOR LIGHTING FIXTURE SCHEDULE 1. FIXTURE TYPES LISTED ARE TO INDICATE THE TYPE OF STYLE,LAMMING CHARACTERISTICS AND MOUNTING REQUIRED TO FACILITATE THE DESIGN. OTHER FIXTURE MANUFACTURERS MEETING THE LIGHT FIXTURE TYPE CRITERIA ARE ACCEPTABLE UPON EVALUATION BY THE ENGINEER.SEE PLANS FOR EMERGENCY LIGHT FIXTURES. 2.FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT,OCCUPANCY SENSORS AND TIME CLOCK CONTROLS,THE ELECTRICAL CONTRACTOR SHALL PROVIDE TESTING OF THE CONTROL DEVICES,COMPONENTS,EQUIPMENT AND SYSTEMS TO MAKE SURE THEY ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS_ SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED IN THE PRESENCE OF THE ENGINEER_A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. LIGHTING FIXTURE SCHEDULE City of Arlington issued SYMBOL FIXTURE DESCRIPTION MANUFACTURER/MODEL# LAMPS TEMP. LUMENS V W MOUNTING&REMARKS Building Department BID SET 03.20.25 UTHONIA# 1201 SWITCHABLE LUMENS AND COLOR APPROVED RL1 2X4 LED FLAT PANEL CPX-2X4-AL08-BOCRFSSW7SWL-MVOLT- LED 4000K 3672 25 TEMPERATURE.SELECT LOW LUMENS AND E10WLCP 277 4000K COLOR TEMPERATURE. Kevin Olander- 06/04/2025 UTHONIA# No changes authorized unless approved by revision_ WI EXTERIOR WALL PACK WPX-LED-P2-40K-MVOLT-E14WC-PE- LED 4000K 2900 120/', 24 PROVIDE WITH INTEGRAL BATTERY BACK-UP the Building Official DBLXD 277 AND PHOTOCELL LITHONIA# WL2 SECURITY LIGHT BGS-P1-120-PE-DDB-M2-0MA LED 4000K 4000 20 35 PROVIDE WITH INTEGRAL PHOTOCELL PROVIDE MOUNTING HARDWARE AS REQUIRED drawn_ SW checked_ BH sheet ORIGINAL SHEET 15 30"x 42" copyright 2024 E all rights reserved McGRANAHAN .•�� } -•-r- yam, •• � �' r : t�iT �, .7'-• ,_• 1-3� r E2.02 A Gannett Fleming TranSystems Company ' 1 6021 121h Street East,Suite 200 — — — — — ' ' Fife,Washington 98424 r 0 8-1 T:253.922.04461 F:253.922.0896 I I I E2.01 �1N R. yo .ASAiNc�j/l P-7 1 1 P-5 I I 1 f o m 6 8 11 1 , P-3 , I� A � Ez.oz 1 1 1 I I 1 ao,�A escisTand°,e�� 5 S`yIONAL �E72.083 � —P--1— 1— I IIII 1II project _P—g J SVLC MISC IMPROVEME NTS client 1-4 ARLINGTON SD 1 location_ L P1 ARLINGTON,WA Project No.2416.200 Al 4--6 — �1III1I11 I1 E2.01 OVER ALL E2.03 ELECTRIC AL SITE PLAN P-10 P-8 L — — — — — J P-4 P-2 FJ � � - - :J L - - - -J 4-5 E2.02 E2.0.01 2-1 issued BID SET 03.20.25 City of Arlington Building Department revision_ APPROVED Kevin Olander- 06/04/2025 No changes authorized unless approved by the Building Official drawn_ SW checked_ PROJECT NORTH BH OVERALL ELECTRICAL SITE PLAN sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 E 1.00 all rights reserved McGRANAHAN HP HP CONSTRUCTION NOTES A Gannett Fleming Tran3ystems Company HE 5A HP 3A 6021 121h Street East,Suite 200 1O PROVIDE NEW LIGHT FIXTURE.UTILIZE EXISTING � 58 HP Fife,Washington 98424 3B EXTERIOR LIGHTING CIRCUIT.INSTALL AS HIGH AS T:253.922.04461 F:253.922.0896 POSSIBLE ON BUILDING. P-7 TN R. p� ��oa,rAsy��"CIjf2 P-5 P_3 �� A�O� RdCIs48R� QC� AS`yIONAL E ry10 HP b g WI-2O HP EF 1A 1 P-9 P 11 2 project_ SVLC MISC IMPROVEMENTS client_ ARLINGTON SD location_ P1 ARLINGTON,WA Project No.2416.200 ELECTRICAL SITE PLAN HE HP 1B P 10 P R V 4A HP 2A o WI-2 HE 8 6P P-4 P-2 ity P-6 HE BuCd ngf Department4B HP APPROVED 2B � Kevin Olander- 06/04/2025 - No changes authorized unless approved by the Building Official issued BID SET 03.20.25 revision drawn_ SW checked_ PROJECT NORTH BH ELECTRICAL SITE PLAN sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 E 1.01 all rights reserved 2 1 2 3 4 2 3 4 2 3 ------ GENERAL NOTES McGRANAHAN a. 4 1. - THESE PHOTOS ARE PROVIDED TO DEFINE THE SCOPE OF WORK AT EACH PORTABLE.THE CONTRACTOR Emw � �t .; SHALL BE RESPONSIBLE TO MEASURE AND QUANTIFY MATERIALS AS NECESSARY TO COMPLETE THE WORK AS INDICATED. T _ DEMOLITION NOTES 10 DEMOLISH LIGHT FIXTURE.RETAIN EXISTING CONDUIT AND CONDUCTORS FOR INSTALLATION OF NEW LIGHT FIXTURE. PORTABLE 4 - WE" PORTABLE 4 - SOUTH * PORTABLE 4 - NORTH 104 ® DDISCONNECT EMOLITION BYMCING MECHANICAL UNIT FOR 2 3 4 O3 DEMOLISH MECHANICAL DISCONNECT AND CONDUIT AND CONDUCTORS BETWEEN DISCONNECT AND MECHANICAL UNIT.RETAIN EXISTING CONDUIT AND CONDUCTORS BETWEEN DISCONNECT AND PANEL FOR 2 3 ® 1 INSTALLATION OF NEW DISCONNECT. A Gannett Fleming TrenSystems Company e x � 6021 121h Street East,Suite 200 Fife,Washington 98424 q T:253.922.04461 F:253.922.0896 "o too 1 i i 2 CONSTRUCTION NOTES � ox. df2 T 1 2 ". �"`� - � 0PROTECT CONDUIT,CAMERA,RECEPTACLE,SPEAKER, 1 3 FA EQUIPMENT,OR METER CABINET FOR INSTALLATION OF NEW CLADDING OR APRON. 1 2l� INSTALL NEW LIGHT FIXTURE WI-1.UTILIZE EXISTING SStoNaL t�� p�L - r CONDUIT AND CONDUCTORS. O3 INSTALL NEW LIGHT FIXTURE WI-2.UTILIZE EXISTING CONDUIT AND CONDUCTORS. n: INSTALL NEW DISCONNECT a^ y UNIT.SEE MECHANICAL SCHEDULE FOR ADDITIONAL INFORMATION. project_ O5 PROVIDE NEW LIGHT FIXTURE WI-2.UTILIZE EXISTING SVLC MISC IMPROVEMENTS EXTERIOR LIGHTING CIRCUIT.INSTALL AS HIGH AS POSSIBLE ON BUILDING. c l I e n t PORTABLE 3 - WEST (� PORTABLE 3 - SOUTH � PORTABLE 3 - EAST PORTABLE 3 - NORTH ARLINGTON SD location _ ARLINGTON,WA 3 1 2 2 3 4 2 3 ® Project No.2416.200 ELECTRICAL PHOTOS -— � 5 G 1 r- u,. PORTABLE 2 - WEST �� PORTABLE 2 - SOUTH �� PORTABLE 2 - NORTH �� J V / 1 3 1 2 1 2 3 4 vv^-ur 2 3 4 w a -- - issued_ `.. _ - - BID ET 2 2 = - 2 1 � --' 1 I = - y 1 Frel revision �P City of Arlington Building 'Iding Department APPROVED Kevin Olander-06/04/2025 No changes authorized unless approved by the Building Official drawn_ PORTABLE 1 - WEST 1 PORTABLE 1 - SOUTH 2 PORTABLE 1 - EAST3 PORTABLE 1 - NORTH 4 SW checked_ BH sheet ORIGINAL SHEET 15 30"x 42" copyright 2024 E 2.01 all rights reserved 1 2 2 3 44 1 1 3 GENERAL NOTES McGRANAHAN - 1 1. THESE PHOTOS ARE PROVIDED TO DEFINE THE SCOPE f C OF WORK AT EACH PORTABLE.THE CONTRACTOR PW SHALL BE RESPONSIBLE TO MEASURE AND QUANTIFY MATERIALS AS NECESSARY TO COMPLETE THE WORK I AS INDICATED. I r r, DEMOLITION NOTES 10 DEMOLISH LIGHT FIXTURE.RETAIN EXISTING CONDUIT AND CONDUCTORS FOR INSTALLATION OF NEW LIGHT FIXTURE. PORTABLE 8 - WE" PORTABLE 8 - SOUTH 10 PORTABLE 8 - NORTH DDISCONNECT EMOLITION EXISTING MECHANICAL UNIT FOR XISINGMECHANICALUNITFOR O3 DEMOLISH MECHANICAL DISCONNECT,CONDUIT AND CONDUCTORS BETWEEN DISCONNECT AND MECHANICAL UNIT.RETAIN EXISTING CONDUIT AND CONDUCTORS BETWEEN DISCONNECT AND PANEL FOR ® 3 2 1 2 INSTALLATION OF NEW DISCONNECT. Q`C ��/� Gannett Fleming TranSystems Company 6021 121h Street East,Suite 200 Fife,Washington 98424 T:253.922.04461 F:253.922.0896 CONSTRUCTION NOTES � t.asAdf III ,�'� r•�I Y 1 I, I � � I I 1� 0 PROTECT CONDUIT,CAMERA,RECEPTACLE,SPEAKER, FA EQUIPMENT,OR METER CABINET FOR INSTALLATION 1 ]' OF NEW CLADDING OR APRON. I I A I a.aeCa.. 5 - 1 A .N, I INSTALL NEW LIGHT FIXTURE WL1.UTILIZE EXISTING IONaL E� P� • "`- CONDUIT AND CONDUCTORS. 'jv; —_ O3 INSTALL NEW LIGHT FIXTURE WI-2.UTILIZE EXISTING CONDUIT AND CONDUCTORS. INSTALL NEW DISCONNECT FOR NEW MECHANICAL to UNIT.SEE MECHANICAL SCHEDULE FOR ADDITIONAL y x F INFORMATION. O PROVIDE NEW GFCI WEATHER PROOF RECEPTACLE SVLC pro j e c t_ MISC IMPROVEMENTS WITH WHILE IN USE COVER,INTERMATIC#WP1010MC OR EQUAL.CONNECT TO NEAREST RECEPTACLE c l I e in t PORTABLE 7 - WEST �� PORTABLE 7 - SOUTH �� PORTABLE 7 - EAT Q CIRCUIT. ARLINGTON SD (J © PROVIDE NEW LIGHT FIXTURE WI-2.UTILIZE EXISTING I o c a t 1 o n_ EXTERIOR LIGHTING CIRCUIT.INSTALL AS HIGH AS ARLINGTON,WA POSSIBLE ON BUILDING. 1 2 4 2 5 Project No.2416.200 1 1 ELECTRICAL PHOTOS I 1 3 — 1 1v ,. PORTABLE 6 - WEST �� PORTABLE 6 - NORTH �F J 2 3 4 1 3 6 1 2 2 3 4 em issued_ BID SET 03.20.25 revision_ _-_-__--- City of Arlington — — Building Department APPROVED Kevin Olander-06/04/2025 No changes authorized unless approved by the Building Official drawn_ PORTABLE 5 - WEST PORTABLE 5 - SOUTH 2 PORTABLE 5 - EAST 3 SW checked_ BH sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 E 2.02 all rights reserved GENERAL NOTES McGRANAHAN 1. THESE PHOTOS ARE PROVIDED TO DEFINE THE SCOPE OF WORK AT EACH PORTABLE.THE CONTRACTOR SHALL BE RESPONSIBLE TO MEASURE AND QUANTIFY MATERIALS AS NECESSARY TO COMPLETE THE WORK AS INDICATED. DEMOLITION NOTES 10 DEMOLISH LIGHT FIXTURE.RETAIN EXISTING CONDUIT AND CONDUCTORS FOR INSTALLATION OF NEW LIGHT FIXTURE. O2 DISCONNECT EXISTING MECHANICAL UNIT FOR DEMOLITION BY MC. O3 DEMOLISH MECHANICAL DISCONNECT,CONDUIT AND CONDUCTORS BETWEEN DISCONNECT AND MECHANICAL UNIT.RETAIN EXISTING CONDUIT AND 1 22 1 2O CONDUCTORS BETWEEN DISCONNECT AND PANEL FOR INSTALLATION OF NEW DISCONNECT. iI l ;W� it it I A Gannett Fleming TranSystems Company ® DISCONNECT EXISTING EXHAUST FAN FOR DEMOLITION 6021 121h Street East,Suite 200 BY MC.RETAIN EXISTING CONDUIT AND CONDUCTORS Fife,Washington 98424 FOR INSTALLATION OF NEW EXHAUST FAN. T:253.922.04461F:253.922.0896 �N R. 6 4 4 6 CONSTRUCTION NOTES � t.asAdf 0 PROTECT CONDUIT,CAMERA,RECEPTACLE,SPEAKER, 2 FA EQUIPMENT,OR METER CABINET FOR INSTALLATION 1 1 OF NEW CLADDING OR APRON. INSTALL NEW LIGHT FIXTURE WI-1.UTILIZE EXISTING ASStoNAL ■■�__--- - CONDUIT AND CONDUCTORS. - INSTALL NEW LIGHT FIXTURE WL2.UTILIZE EXISTING -- — ,. CONDUIT AND CONDUCTORS. ® INSTALL NEW DISCONNECT FOR NEW MECHANICAL s UNIT.SEE MECHANICAL SCHEDULE FOR ADDITIONAL INFORMATION. O INSTALL NEW LIGHT FIXTURE WI-1.1.PROVIDE NEW project MISC IMPROVEMENTS CONDUIT AND CONDUCTORS AS REQUIRED.CONNECT TO EXISTING LIGHTING CIRCUIT. c I I e n t_ P RTABLE 11 - SOUT" PORTABLE 11 - NORTH o © CONNECT NEW EXHAUST FAN AS REQUIRED. ARLINGTON SD location_ ARLINGTON,WA Project No.2416.200 5 ELECTRICAL PHOTOS IIL j F 1 I ' ` r 1 _ , PORTABLE 10 - WEST � ) PORTABLE 10 - SOUTH �� PORTABLE 10 - EAST �F J V 5 2 3 issued BID SET 03.20.25 revision City 9 of Arlington Building Department artment i it _ - APPROVED Kevin Olander-06/04/2025 No changes authorized unless approved by Y the Building Official Imo... / - ,:.,.-.,. .• - drawn_ PORTABLE 9 - SOUTH 1 PORTABLE 9 - EAST 2 PORTABLE 9 - NORTH 3 SW checked_ BH sheet ORIGINAL SHEET IS 30"x 42" copyright 2024 E 2.03 all rights reserved McGRANAHAN A Gannett Fleming TrenSystems Company 6021 121h Street East,Suite 200 Fife,Washington 98424 T:253.922.04461 F:253.922.0896 TN R. �04.esyiyp�ti'Ijf2 . F; A�O� R10IsYBR� �Q� AS`yINAL 1ry\�5 �� DEMOLITION NOTES 00 DEMOLISH EXISTING(2)FLUORESCENT LIGHT FIXTURES AND LIGHTING CONTROLS IN EACH RESTROOM. RI-1 RI-1 P11-7 P11-7 project_ SVLC MISC IMPROVEMENTS client_ OARLINGTON SD CONSTRUCTION NOTES location_ 0 EXISTING PANEL P11. ARLINGTON,WA Q$ QS Project No.2416.200 RI-1 RI-1PORTABLE 11 P11-7 P11-7 LIGHTING PLAN City of Arlington Building Department APPROVED Kevin Olander-06/04/2025 No changes authorized unless approved by the Building Official issued_ BID SET 03.20.25 revision drawn_ SW checked_ PROJECT NORTH BH PORTABLE 11 LIGHTING PLAN shee°=r-o• t- ORIGINAL SHEET 15 30"x 42" tn 3.01 copyright 2024 E all rights reserved CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: Alrington School District 16 CONTRACTOR: Summit Construction Group JOB ADDRESS: 1216 E 5th St LOT NUMBER TYPE GROUP NATURE of WORK: COMMERCIAL Alteration USE of BUILDING: 1-2 PERMIT No: BLD-6440 DATE ISSUED: 6/12/2025 Vg -2 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING BUILDING FOUNDATION (360)403-3417 UNDERFLOOR SHEARWALL PLUMBING(groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD(SHEAR/RATED WALLS) CEILING GRID STRUCTURALSLAB CROSS CONNECTION CONTROL IN PREMISE (360)403-3417 GRADING TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING,SIGNAGE&MARKINGS LANDSCAPING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WATER (360)403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360)403-3526 SIDE SEWER/CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL (360)403-3417 HYDRO/FLUSH UNDERGROUND**INCL FDC FIRE ALARM /AUTOMATIC SPRINKLER HOOD SUPPRESSION SYSTEM FINAL FIRE WALK-THROUGH (360)403-3417 FINAL INSPECTION ALL SIGNATURE BLOCKS MUST BE COMPLETE Permit#: 6440 Permit Date: 04/01/25 Permit Type: COMMERCIAL ALTERATION Project Name: Stillaguamish Valley Learning Center Applicant Name: McGranahan PBK Applicant Address: 2111 Pacific Avenue Applicant, City, Tacoma,Wa, 98402 State, Zip: Contact: Dion Serra Phone: 2533833084 Email: dion.serra@mcgranahan.com Scope of Work: exterior wall repair, new entry canopies, restroom renovation, ramp/stair replacement, mechanical unit replacement and exterior lighting replacement. Valuation: 1600000.00 Square Feet: 14336 Number of Stories: 1 Construction Type: VB Occupancy Group: 1-2; Institutional ID Code: Permit Issued: 06/12/2025 Permit Expires: 12/11/2025 Form Permit Type: COMMERCIAL ALTERATION Status: COMPLETE Assigned To: Hannah Hardwick Property Parcel# Address Legal Description Owner Name Owner Phone Zoning ARLINGTON 31051200200300 1216 E 5TH ST SCHOOL DISTRICT 690 EDUCATION 16 Contractors Contractor Primary Contact Phone Address Contractor Type License License# Summit Construction 3603190898 PO Box 31548 CONSTRUCTION UBI 603 270 168 Group CONTRACTOR Summit Construction CONSTRUCTION Construction SUMMICG871CM Group 3603190898 PO Box 31548 CONTRACTOR Contractor Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 09/19/2025 Inspection Temporary OccupancyInspection 09/22/2025 09/22/2025 BUILDING Approved 09/19/2025 Inspection Final inspection of the ramp. 09/22/2025 09/22/2025 BUILDING Approved Portable 5 Portable 7 portable 9 Portable 10 Portable 8 Portable 4 09/04/2025 C20.BUILDING Buildings are complete 09/05/2025 09/05/2025 BUILDING Completed FINAL except for the ramps.There are temporary railings installed that will be replaced with the permanent materials once they are delivered to the site.Temp occupancy is approved. AM inspection Pathway grade inspection- 08/25/2025 Inspection Ramps inspected.Concrete 08/26/2025 BUILDING Completed is still being poured for the sidewalks that the ramp connects to. 08/19/2025 C05.SHEARWALL Portable 9 and portable 7 08/20/2025 08/20/2025 BUILDING Approved 08/18/2025 Inspection Nailing inspection for 08/19/2025 08/19/2025 BUILDING Approved portable 5.AM or PM is ok. 08/15/2025 C0T WALLBOARD Portable 10 and 5 08/18/2025 08/18/2025 BUILDING Approved 08/14/2025 C05.SHEARWALL Portable 10 08/15/2025 08/15/2025 BUILDING Approved Any time of the day. 08/13/2025 Inspection Inspection for structural 08/14/2025 08/14/2025 BUILDING Approved framing after drywall removal. Structural inspection and 08/12/2025 Inspection nailing inspection for 08/13/2025 08/13/2025 BUILDING Approved portable 4 08/11/2025 C05.SHEARWALL 08/12/2025 08/12/2025 BUILDING Approved They didn't specify AM or 08/06/2025 C0T WALLBOARD PM Restroom Gyp Rock 08/07/2025 08/07/2025 BUILDING Approved approved 8/7/25 07/25/2025 Inspection Final Nailing inspection for 07/28/2025 07/28/2025 BUILDING Approved Building 3 07/24/2025 Inspection Nailing inspection 07/25/2025 07/25/2025 BUILDING Approved 07/22/2025 C09.FRAMING 07/23/2025 07/23/2025 BUILDING Approved 07/10/2025 C08.PLUMBING 07/11/2025 07/11/2025 BUILDING Approved ROUGH-IN 07/08/2025 Inspection AM or PM is ok.This is for 07/09/2025 07/09/2025 BUILDING Approved a visual rot inspection. 06/26/2025 C09.FRAMING 06/27/2025 06/27/2025 BUILDING Approved 08/29/2025 Inspection TCO for buildings 1,3 and 08/29/2025 BUILDING Approved 11 08/13/2025 Inspection Any time of the day.This is 08/14/2025 BUILDING Approved for the portable floor nailing. Plan Reviews Date Review Type Description Assigned To Review Status No civil concerns with building changes,but they will 04/03/2025 COMMERCIAL need to apply for a civil minor permit for stormwater Development ALTERATION Services Manager pending Information systems. 04/03/2025 COMMERCIAL No land use concerns. PLANNING Approved ALTERATION 05/30/2025 COMMERCIAL BUILDING Approved ALTERATION Fees Fee Description Notes Amount Building Plan Review Table 4-2 $7,637.98 Credit Card Service $229.14 Processing/Technology $25.00 Building Permit Table 4-1 $11,750.74 State Surcharge-Commercial Commercial Only $25.00 Total $19,667.86 Attached Letters Date Letter Description 06/11/2025 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 04/02/2025 Arlington School 227517835 Hannah Hardwick $229.14 04/02/2025 XBP Con£ $7,637.98 227517835 06/06/2025 XBP Conf: $11,800.74 233485024 Outstanding Balance $0.00 Notes Date Note Created By: 06/06/2025 Emailed applicant for the contractor. Hannah Hardwick 04/18/2025 Informed applicant that a civil permit shall be required for the stormwater work proposed via Hannah Hardwick email. File Save is too large to put in Iworqs even with splitting it up.Please find the plans in the file at 04/03/2025 CommunityDevelopment\Working Hannah Hardwick Files\_BUILDING_PERMIT_SUBMITTALS\_In_Process\5TH ST NE\E 5TH ST\1216\20250401_Stillaguamish Valley Learning Center_BLD6440_CommAlt 04/01/2025 Contractor is TBD Hannah Hardwick Uploaded Files Date File Name 04/01/2025 25157639-20250401 BLD6440 Structural Calculations.pdf 04/01/2025 25155674-20250401 BLD6440 Deferred Submittal Request.pdf 04/01/2025 25155675-20250401 BLD6440 Special Inspections Agreement.pdf 04/01/2025 25155676-20250401 BLD6440 Application.pdf