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1216 E 5TH ST_BLD1952_2026
COMMERCIAL REMODEL I T , PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2)SETS OF CONSTRUCTION PLANS,TWO(2)SETS OF SPECIFICATIONS,TWO(2) SETS OF STRUCTURAL CALCULATIONS,ONE (1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: (.4 Commercial Remodel ( ) Commercial Addition ( ) Tenant Improvement Project Address: 1215 E. 5th St Parcel ID tr: 00605200001600 Project Description:SVLC Portable 6 Restroom and sewer/water Legal Description: See attached Project Valuation: $59,262 Owner:Arlington School District Phone Number: 360-618-6238 Address: 315 N. French Ave City.Arlington State:WA Zip Code:98223 Contact Person:Fred Owyen Phone Number: 425-327-5039 Cell Phone: 425-327-5039 E-mail:fred.owyen@wavecable.com Address:PO Box 222 city:North Lakewood State:WA Zip Code:98259 Contractor: Not known at this time _ - Phone Number: Address: City: State: Zip Code: Contractor's License Number: _ -Expiration:__ Plumbing Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City:__ State: Zip Code: Contractor's License Number: Expiration: Received APR 2 7 2018 REV 2015 Page 6 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington* 18204 591h Ave NE• Arlington. WA 98223 • Phone(360) 403-3551 Project Name/Tenant SVLC Portable 6 restroom and sevmrlwater fines Site AddresS1215 E. 5th St Bldg,!Unit!Suite portable 6 IBC Construction Type Type 5 IBC Occupancy Type Group E Description of Use Early childhood education program _ Building Square Footage 896 Number of Sloriesl Square Footage per Ftoor896 Will there be any installation,modification or removal of the following? (Check all that apply) ❑ Automatic lire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(ranks.piping etc.-) ❑ Hazardous materials ❑ High piled'rack storage ❑ Industrial ovens furnace ❑ Private!ire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents(>200sq ft)or canopies (>400 sq fl) Provide details on an, of the above checked items: NIA Installation,changes, modifications or removal of any of the above may require additional submittals,information,or permits during the plan review or construction process. I hereby certify that the above information is correct and that the construction on. and the occupancy and the use of the above-described properly will be in accordance with the laws.rules and requiation o!the State of Washington. �f Applicants Signature Brian Lewis April 25, 2018 Print Applicants Name ®ate FOR STAFF USE OPfl_Y Pe°mil it - A_cep:ed By Amour'R-®ived ReceiW.0 Oaie Received— REV 2015 Page 7 of 7 r EAGLE CREEK ELEMENTARY/STILLAGUAMISH VALLEY SCHOOL LEGAL DESCRIPTION (FOR ENTIRE PARCEL, OBTAINED FROM SCHOOL DISTRICT) SEC 12 TWP 31 RGE 05 TH PTN S1/2 NW1/4 NW1/4 DAF- BEG SE COR NW1/4 NW1/4 TH W ALG S LN SD S1/2 NW1/4 NW1/4 TO SE COR LOT 9 PLAT OF PIED PIPER HEIGHTS TH NLY ALG E BDY LN SD PLAT& ALG EXT OF SD LN IN SAME DIR TO INT N LN SD S1/2 NW1/4 NW1/4 TH ELY ALG SD N LN TO NE COR SD SUB TH S ALG E LN SD SUB TO POB TGW ALL TH PTN LOT 9 OF KUNZE ACREAGE TRACT LY N OF FDL- BEG SE COR LOT 9 TH NLY 200.62FT ALG E LN THOF TO TPB SD LN TH WLY IN A STRT LN TAP ON W LN SD LOT WH IS 200FT N OF SW COR THOF &TERM SD LN TGW LOT 14 SD KUNZE ACREAGE TR EXC PTN DAF BEG SE COR SD LOT 14 TH S87*30 34W 6.23FT TH N30*24 32E TO ELY LN SD LOT TH S ALG E LN SD LOT TO SE COR & POB &TGW TH PTN LOT 13 SD KUNZE ACREAGE TR DAF - BEG NW COR SD LOT 13 TH N85*24 32E 85.18FT TH S03*00 OOW 151.33FT TH S15*24 32W 159.63FT TH S30*24 32W 88.05FT TH CONT ON LAST BEAR TAP OF INT WITH W LN SD LOT 13 TH NLY ALG W LN TO POB & ALSO TGW TH PTN N1/2 NW1/4 NW1/4 LY ELY OF PLAT OF BURGOYNE ADD EXC TH PTN OF NW1/4 NW1/4 NW1/4 LY SLY OF A LN EXT N87*40 18E FIR NE COR LOT 7 SD PLAT TO E LN SD SUB. EXC TH PTN THOF DAF: BEG SE COR NW1/4 NW1/4 TH W ALG S LN OF S1/2 NW1/4 NW1/4 TO SE COR LOT 9 PLAT PIED PIPER HEIGHTS, VOL 13 PG 109 OF PLAT TH NLY ALG E BDY LN SD PLAT &ALG EXT OF SD LN IN SAME DIR TO INT N LN OF S1/2 NW1/4 NW1/4 TH ELY ALG SD N LN TO NE COR S1/2 NW1/4 NW1/4 TH S ALG E LN OF SD S1/2 NW1/4 NW1/4 TPB. ALSO EXC FDP - COM SE COR LOT 9 KUNZE ACREAGE TRS IN VOL 9 PG 43 OF PLATS TH N04*13 55E ALG E LN SD LOT 9 DIST 200.62FT TO TPB TH CONT N04*13 55E ALG SD E LN DIST 60.28FT TH S88*42 59W DIST 565.23FT TO E LN OF W 562FT OF E1/2 N1/2 NW1/4 NW1/4 TH S45*16 46W DIST 180.93FT TO S LN OF E1/2 N1/2 NW1/4 NW1/4 TH N87*12 01E ALG SD S LN DIST 211.62FT TO SE COR SD SUB TH N04*11 13E ALG E LN SD SUB DIST 59.07FT TH N88*42 59E DIST 473.64FT TPB PER SWD REC AFN 200006120448. TGW FDP - COM SE COR LOT 9 KUNZE ACREAGE TRACTS PER PLATS VOL 9 PG 43 TH N04*13 55E ALG E LN SD LOT 9 200.62FT TPB TH CONT N04*13 55E ALG SD E LN 60.28FTTH S88*42 59W 565.23FTTO E LN W 562FT OF E1/2 N1/2 NW1/4 NW1/4TH S45*16 46W 180.93FT TO S LN E1/2 N1/2 NW1/4 NW1/4 TH N87*12 01E ALG SD S LN 211.62FT TO SE COR SD SUB TH N04*11 13E ALG E LN SD SUB 59.07FT TH N88*42 59E 473.64FT TPB PER QCD REC AFN 200105220839 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:1216 E 5th Street Permit#: 1952 Parcel#:31051200200300 Valuation:59262.00 OWNER APPLICANT CONTRACTOR Name:ARLINGTON SCHL DIST 16 Name:Arlington School District Name:Arlington School District Address:315 N FRENCH AVE Address:315 N French Avenue Address: 135 S French Ave City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:425-327-5039 Phone: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL 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. IBC 110/IRCI10. 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 Zd!�con 41101. Signature Print Name Date Released By Date CONDITIONS Adhere to approved plans. Call for inspection prior to cover. THIS PERMIT AUTHORIZE ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 5/15/2018 Building Permit Fee $1,031.83 5/15/2018 Building Plan Review Fee $670.69 5/15/2018 Processing/Technology Fee $25.00 Total Due: $1,727.52 Total Payment: $0.00 Balance Due: $1,727.52 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CI FY ARLINGTON OF 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 02 PHONE; (360) 403-3551 BUILDING PERMIT Address:1216 E 5th Street Permit#:1952 Parcel#:31051200200300 Valuation:59262.00 OWNER APPLICANT CONTRACTOR Name:ARLINGTON SCHL DIST 16 Name:Arlington School District Name:Arlington School District Address:315 N FRENCH AVE Address:315 N French Avenue Address: 135 S French Ave City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:425-327-5039 Phone: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP. JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL 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 NOT[ •=fonS' s tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form anc od• 101. Signature Print Name Date Released By Date CONDITIONS Adhere to approved plans. Call for inspection prior to cover. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 5/15/2018 Building Permit Fee $1,031.83 5/15/2018 Building Plan Review Fee $670.69 5/15/2018 Processing/Technology Fee $25.00 Total Due: $1,727.52 Total Payment: $0.00 Balance Due: $1,727.52 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon �� I COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Aire NE• Arlington, WA 98223 • Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2)SETS OF CONSTRUCTION PLANS,TWO(2) SETS OF SPECIFICATIONS,TWO(2) SETS OF STRUCTURAL CALCULATIONS,ONE(1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: (,4 Commercial Remodel ( } Commercial Addition ( ) Tenant Improvement Project Address: 1215 E. 5th St _ Parcel ID 9: 00605200001600 Project Description:SVLC Portable 6 Restroom and sewer/water Legal Description: See attached Project Valuation: $59,262 Owner:Arlington School District Phone Number: 360-618-6238 Address: 315 N. French Ave City:Arlington State:WA Zip Code:98223 Contact Person:Fred Owyen Phone Number: 425-327-5039 Cell Phone: 425-327-5039 E-mail:fred.owyen@wavecable.com Address:PO Box 222 City:North Lakewood State: WA Zip Code:98259 Contractor:Not known at this time Phone Number: Address: City: State: Zip Code: Contractor's License Number Expiration: Plumbing Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number:. _ Expiration: _ — Mechanical Contractor. Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Received APR 2 7 200118 vl REV 2015 Page 6 of 7 I I I COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City o1 Arlington* 18204 59th Ave NE• Ariinglon. WA 98223 - Phone(360) 403-3551 Projeci Name/Tenant SVLC Portable 6 restroom and sewer/water fines Site Address1215 E. 5th St Bldg,iUnitrSuite Portable 6 IBC Construction Type Type 5 IBC Occupancy Type Group E Description of Use Early childhood education program Building Square Footage 896 Number of Storiesl Square Footage per Ftoar896 Will there be any installation,modification or removal of the following? (Check all that apply) ❑ Automatic lire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids hanks.piping etc _i ❑ Hazardous materials ❑ High piled'rack storage ❑ Industrial ovens1urnace El Private lire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ® Temporary membrane structure, tents(>200sq ft)or canopies (>400 sq fl) Provide details on an, of the above checked items: N/A Installation,changes,modifications or removal of any of the above may require additional submittals,Information,or permits during the plan review or construction process. I hereby certify that the above information is correct and that the construction on. and the occupancy and the use of the above-described property will be in accordance with the laws.rules and regulation of the State of Washington. Applicants Signature Brian Lewis April 25, 2018 Print Applicants Name Dale FOR STAFF USE ONLY Permit iF Accepted By Amoun,Received Reaev.V Da;e Received - — REV 2015 Page 7 of 7 i P� COMMERCIAL REMODEL y PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. One (1)City of Arlington Commercial/Multi-Family Permit Application (One(1)permit application per building or structure is required) One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form 0 Two (2)Architectural Drawings l41K ❑ Two (2) Structural Drawings H A❑ Two (2)Structural Calculations N.A❑ One (1) Project Specification Manuals (if applicable) ��❑ One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One(1)Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to , �%_ Rucfcis-si. I acknowledge that all items designated above are included as part of this application. ReCe1Ved APR 2 7 2018 REV 2015 Page 1 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE-Arlington, WA 98223 - Phone (360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following. International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2009 Accessible& Usable Buildings and Facilities(ICCIANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two (2)complete sets of drawings and plans.Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 7 1. I - � COMMERCIAL REMODEL PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. `� SITE PLAN —REQUIRED WITH ALL SUBMITTALS ` (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water,sewer,gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type (show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. Floor Plan a) Plan view 1/8"minimum scale. Details a minimum'/<-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls,doors,windows, etc. REV 2015 Page 3 of 7 i i I COMMERCIAL REMODEL PERMIT APPLICATION Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ] Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1.Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. 0 Include a lighting fixture schedule. 4. Framing Plan a) Specify the size, spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run, landings, headroom, handrail and guardrail dimensions. 5. Storage Racks (if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less, show a positive connection to floor or walls. �`� NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑1* SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. El�* WASHINGTON STATE ENERGY CODE 1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS).Contact the Arlington REV 2015 Page 4 of 7 EAGLE CREEK ELEMENTARY/STILLAGUAMISH VALLEY SCHOOL LEGAL DESCRIPTION (FOR ENTIRE PARCEL, OBTAINED FROM SCHOOL DISTRICT) SEC 12 TWP 31 RGE 05 TH PTN S1/2 NW1/4 NW1/4 DAF- BEG SE COR NW1/4 NW1/4 TH W ALG S LN SD S1/2 NW1/4 NW1/4 TO SE COR LOT 9 PLAT OF PIED PIPER HEIGHTS TH NLY ALG E BDY LN SD PLAT& ALG EXT OF SD LN IN SAME DIR TO INT N LN SD S1/2 NW1/4 NW1/4 TH ELY ALG SD N LN TO NE COR SD SUB TH S ALG E LN SD SUB TO POB TGW ALL TH PTN LOT 9 OF KUNZE ACREAGE TRACT LY N OF FDL- BEG SE COR LOT 9 TH NLY 200.62FT ALG E LN THOF TO TPB SD LN TH WLY IN A STRT LN TAP ON W LN SD LOT WH IS 200FT N OF SW COR THOF &TERM SD LN TGW LOT 14 SD KUNZE ACREAGE TR EXC PTN DAF BEG SE COR SD LOT 14 TH S87*30 34W 6.23FT TH N30*24 32E TO ELY LN SD LOT TH S ALG E LN SD LOT TO SE COR & POB &TGW TH PTN LOT 13 SD KUNZE ACREAGE TR DAF - BEG NW COR SD LOT 13 TH N85*24 32E 85.18FT TH S03*00 OOW 151.33FT TH S15*24 32W 159.63FT TH S30*24 32W 88.05FT TH CONT ON LAST BEAR TAP OF INT WITH W LN SD LOT 13 TH NLY ALG W LN TO POB &ALSO TGW TH PTN N1/2 NW1/4 NW1/4 LY ELY OF PLAT OF BURGOYNE ADD EXC TH PTN OF NW1/4 NW1/4 NW1/4 LY SLY OF A LN EXT N87*40 18E FR NE COR LOT 7 SD PLAT TO E LN SD SUB. EXC TH PTN THOF DAF: BEG SE COR NW1/4 NW1/4 TH W ALG S LN OF S1/2 NW1/4 NW1/4 TO SE COR LOT 9 PLAT PIED PIPER HEIGHTS, VOL 13 PG 109 OF PLAT TH NLY ALG E BDY LN SD PLAT&ALG EXT OF SD LN IN SAME DIR TO INT N LN OF S1/2 NW1/4 NW1/4 TH ELY ALG SD N LN TO NE COR S1/2 NW1/4 NW1/4 TH S ALG E LN OF SD S1/2 NW1/4 NW1/4 TPB. ALSO EXC FDP - COM SE COR LOT 9 KUNZE ACREAGE TRS IN VOL 9 PG 43 OF PLATS TH N04*13 55E ALG E LN SD LOT 9 DIST 200.62FT TO TPB TH CONT N04*13 55E ALG SD E LN DIST 60.28FT TH S88*42 59W DIST 565.23FT TO E LN OF W 562FT OF E1/2 N1/2 NW1/4 NW1/4 TH S45*16 46W DIST 180.93FT TO S LN OF E1/2 N1/2 NW1/4 NW1/4 TH N87*12 01E ALG SD S LN DIST 211.62FT TO SE COR SD SUB TH N04*11 13E ALG E LN SD SUB DIST 59.07FT TH N88*42 59E DIST 473.64FT TPB PER SWD REC AFN 200006120448. TGW FDP - COM SE COR LOT 9 KUNZE ACREAGE TRACTS PER PLATS VOL 9 PG 43 TH N04*13 55E ALG E LN SD LOT 9 200.62FT TPB TH CONT N04*13 55E ALG SD E LN 60.28FT TH S88*42 59W 565.23FT TO E LN W 562FT OF E1/2 N1/2 NW1/4 NW1/4 TH S45*16 46W 180.93FT TO S LN E1/2 N1/2 NW1/4 NW1/4 TH N87*12 01E ALG SD S LN 211.62FT TO SE COR SD SUB TH N04*11 13E ALG E LN SD SUB 59.07FT TH N88*42 59E 473.64FT TPB PER QCD REC AFN 200105220839 : :: I Project , • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 General Info Project Title: 19162-19163 KCDA-Arlington SD 28x64 Classroom Date 5/8/2018 PROJ-SUM form Project Street Address: 8110 207th St NE For Building Department Use shall be pr er s ee dedall as Project City.County,Zip. Arlington,Snohomish,98223 compliance form Project Owner or Rep Pacific Mobile submittals Project Title shall match Jurisdiction: City of Arlington project plans title block. Project Description New Construction and Additions Select all that apply to the 0 New Building ❑ Building Addition scope of project. Select Addition+Existing Existing Building Retrofit or Alteration+Existing if the existing building will be ❑Alteration ❑Change of Occupancy ❑Change in Space Conditioning combined with the addition or alteration to demonstrate compliance per Section ❑ Historic Building C502.1 or C503 1. Building Elements Scope-Select all that apply ❑✓ All Building Envelope 0 Mechanical Systems ❑Service Hot Water Systems Lighting Systems Q Electrical Systems All Commercial 0 Group R-R2,R3,&R4 Q Mixed Use over 3 stories and all R1 Occupancy Type Mixed Use-Building is greater than three stories above grade and it has both Commercial and Group p Y YP R occupancies. Mixed Occupancy-Building is three stories or less above grade and it has both Commercial and Group R2, R3 or R4 occupancies.Select All Commercial to document compliance for the commercial areas of the building The residential spaces shall comply with the WSEC Residential Provisions Select all that apply to the scope of project Fully Conditioned ❑ Semi-heatedz ❑Refrigerated Spaces (Warehouse and/or Walk-in') Space Conditioning Low Energy Space Category3 Categories Eligible Low Energy Spaces ❑Unconditioned ❑ Low energy heating/cooling capacity ❑Wireless service ❑ Greenhouse4 ❑Equipment building equipment shelter Floors Above Floor Area and Grade Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area Stories 1 1,674 1,674 Compliance Method 1 -General C Compliance Method 2-Total Building Performance Compliance Method 1-Projects shall demonstrate compliance with all applicable mandatory and prescriptive requirements of this code Refer to C401 2,Item 1 for more information Compliance forms to General Compliance include with a Prescriptive submittal:All applicable ENV,LTG,and MECH Path Compliance Method 2-Projects complying via total budding performance(TBP)shall mchide a sur1mary of results from a whole building energy model per Section C407 and shall demonstrate compliance c✓air all applicable mandatory provisions in this Code.Refer to Section C401 2,Item 2 for more information. Compliance forms to include with a TBP submittal:PROJ-SUM, ENV-CHK,LTG-EXT, LTG-CHK,and all MECH forms except MECH-ECONO and MECH-VENT(pending) Note 1 -Refrigerated Spaces-They shall comply with the envelope and refrigeration equipment requirements in Section C410 Warehouse coolers and freezers shall also comply with the envelope requirements in C402. C410 takes precedent for overlapping requirements. Note 2-Semi-heated Spaces-If heated with equipment other than electric resistance may take an exemption for wall insulation.All other envelope assemblies shall comply with the thermal envelope provisions Note 3-Exemptions For Low Energy Spaces-Low Energy spaces are exempt from all provisions in WSEC Section C402 Budding Envelope, however all other applicable provisions in the Code do apply including lighting,mechanical,service water heating,etc Note 4-Eligible Space Conditioning For Low Energy Greenhouses-Greenhouses are defined as spaces that maintain a specialized sunlit environment that is used exclusively for cultivation,protection and maintenance of plants. Cooling with outside air and/or evaporative cooling,and any form of heating equipment,are allowed under the Low Energy Greenhouse category. Greenhouses with cooling equipment that requires a condensing unit are NOT eligible i 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 General Info Project Title: 19162-19163 KCDA-A►Iington SD 28x64 Classroom Date 5/8/2018 C406 Additional Building level efficiency options: Current Scope Previous Projects Efficiency Package C406.8 Enhanced envelope performance ❑� ❑ Options Summary C406.9 Reduced air infiltration [] ❑ A minimum of two Options are C406.5 On-site renewable energy ❑ ❑ required for new construction, and change in space Building area level efficiency options conditioning or occupancy projects. C406.2 More efficient HVAC equipment ❑ ❑ Select all Options included in the current project scope C406.6 Dedicated outside air systems(DOAS) ❑ ❑ Also select Options complied with under previous projects C406.7 Reduced energy use in service water heating ❑ ❑ (she8 and core,other tenant spaces in building,etc) Buildings with multiple tenant C406.3 Reduced lighting power 0 El spaces may comply with C406.4 Enhanced digital lighting controls ❑ ❑ different options(mix& match). C406 Comments: Options are required for all space conditioning categories Include discipline specific information for C406 options in ENV-SUM,LTG-SUM and Refer to SBCC website for official interpretations regarding C406 provisions. I Envelope 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Info Project Title: 1 91 6 2-1 91 6 3 KCDA-Arlington SD 28x64 Classroom Date 05/08/2018 Applicant Info. Company Name: Blazer Industries,Inc. For Building Department Use Provide contact Company Address: 945 Olney St.,Aumsville,OR 97326 information for individual who can Applicant Name: Jamie Holmes respond to inquiries about information Applicant Phone: 503-749-1900 provided Applicant Email: james@blazerind.com Project Description New Building ❑ Addition ❑ Alteration ❑ No Envelope Scope Envelope Project Scope Q All Commercial ❑ Group R-Commercial ❑ Mixed Use-Commercial+Group R Select all that apply. ❑ Semi-heated ❑ Refrigerated Cooler ❑ Refrigerated Freezer ❑ Equipment Building Envelope Description New double mod classroom building-Plan set sheets T-1 to E-3. Provide brief description of the project and relevant supporting documentation. If project includes multiple Target Insulation Allowance areas, and/or is demonstrating compliance as an Addition+Existing, Alteration+Existing, or Addition+Alteration +Existing project, provide a brief summary of the approach to Air Barrier Testing Air barrier testing per Section C402.5.1.2 included in project scope Air barrier testing is required for all new construction projects Testing criteria is 0,40 ❑Additional Efficiency Package Option-C406.9 Reduced Air Infiltration cfm/ftz under test pressure of 0 3 inch w.g. To comply with C406 9, demonstrate that ❑Testing not required. Explanation: measured air leakage of building envelope Compliance Documentation Scope and Method Scope of This Calculation New Building ❑ Addition ❑ Alteration ❑ No Envelope Scope Target Insulation Allowance Fully Conditioned-Commercial,Group R,Mixed Use Sets the title and calculations in the compliance forms Selection required 0 Semi-heated 0 Refrigerated Cooler 0 Refrigerated Freezer to enable forms If project includes more than one Target Insulation Allowance area, and/or if project includes addition and alteration areas complying independently, for each area complete an ENV-SUM form Rows 16-46 and either an ENV-PRESCRIPTIVE form,or ENV-UA+ENV-SHGC forms if demonstrating compliance via component performance Envelope Compliance Path 0 Prescriptive Q Component Performance Selection required to enable forms Component Performance ❑ Change of Occupancy(C503.2)I Conditioning (C505)-10%higher UA allowed Calculation Adjustments ❑ Additional Efficiency Package Option-C406.8 Enhanced Envelope-15%lower UA required Additions 0 Addition stand alone 0 Addition+Existing Addition stand alone-Complete Vertical Fenestration and Skylight Area Calculation Enter total existing-to-remain wall,roof, vertical fenestration and skylight areas as EXISTING. Enter total addition envelope assembly areas as NEW. If resulting total building WWR exceeds 30%and/or SSR exceeds 5%, refer to C502 2 1 and C502.2 2 for prescriptive compliance alternatives If complying via component performance, complete ENV-UA per instructions for addition stand alone projects Addition+existing-Complete ENV-UA per instructions for addtion+existing projects Alterations - ❑ Replacement windows only,or resulting ❑ Total building WWR increased by alteration Fenestration and Skylight total building WWR s original OfM ❑ Replacement skylights only,or resulting ❑ Total building SRR increased by alteration total building SRR s original SRR WWR and SRR not increased-Vertical Fenestration and Skylight Area Calculation not required. WWR and/or SRR increased-Complete Vertical Fenestration and Skylight Area Calculation. Enter total existing-to-remain wall,roof, vertical fenestration and skylight areas as EXISTING.Enter total altered envelope assembly areas as NEW.If resulting total building WWR exceeds 30% and/or SSR exceeds 5%,refer to C503.3 2 and C503.3 3 for prescriptive compliance alternatives If complying via component performance, complete ENV-UA per instructions for alteration+existing projects Envelope Summary, . . 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: 19162-19163 KCDA-Arlington SD 28x64 Classroom Date 05/08/2018 Vertical Fenestration and Total Vertical NET Exterior Fenestration Area Above Grade Total Skylight Area NET Exterior Roof Skylight Area Calculation (rough opening) Wall Area (rough opening) Area Prescriptive Path-Enter envelope sf values New 96 1,584 0 1,674 directly into this section of ENV-SUM for vertical fenestration, skylights, net walls and Existing 0 0 0 0 roof.For Additions and Alterations, refer to these sections in ENV-SUM for further instructions. Total 96 1,584 0 1,674 Component Performance-When this Envelope Compliance Path is selected, write- protection of this section is enabled. Enter Vertical u Skylight-to-Roof envelope sf values for all assemblies into the Fenestration-to- 5.7/o SRR ENV-UA form.Envelope information from Wall Ratio(WWR) Ratio(SRR) ENV-UA will auto-fill into this section of ENV- Vertical Fenestration Area Compliance VERTICAL FENESTRATION AREA COMPLIES WITH MAXIMUM ALLOWANCE Skylight Area Compliance NO SKYLIGHT PROPOSED.COMPILIES WITH MAXIMUM ALLOWANCE. Vertical Fenestration Q High performance fenestration U-factors and SHGC per C402.4.1.3 Alternates * Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone Q In buildings Z 3 stories,25%or more of NET floor area is in DLZ per C402.4.1.1 (DLZ)areas and ftz on project plans. Q In buildings<3 stories,50%or more of CONDITIONED floor area is within DLZ per C402.4.1.1 For Daylight Zone Area Calculations- Daylight Zone Calculations a)Sidelight areas include primary+ secondary daylight zone areas. Daylight Zone Fenestration Alternate Sidelight Daylight Toplight Daylight Percent Daylight b)Include overlapping toplight and sidelight Not Selected.No Calculations Required Zone Area Zone Area Zone Area daylight zone areas under Toplight. c)Net floor area definition in Chapter 2. Spaces in Single Story List al/enclosed spaces that exceed 2,500 ftz have ceiling height greater than 15 ft and are space Building Requiring Skylights types required to comply with this provision Indicate aperture with'AP"prefix(AP 1 1%) In these spaces a minimum of 50%of the Space Space Area(ft) DLZ Area(flz) SRR or Aperture Exception floor area shall be within a skylight daylight zone(DLZ). Refer to C402 4 2 for requirements. SRR=Skylight to roof ratio Envelope Exemptions Low Energy and Semi-heated Low energy spaces per C402.1.1 Item 1 are exempt from the thermal envelope provisions Semi- heated spaces heated by systems other than electric resistance are exempt from wall insulation Spaces provision only per C402.1 1 1 Complete Low Energy and Semi-Heated Spaces table in MECH-SUM to verify eligibility based on installed peak heating and cooling capacity per sf. Equipment Buildings Wall Insulation Roof Insulation Overall Average R-Value I R-Value U-Factor Equipment buildings are exempt from the Equipment Building Envelope thermal envelope provisions per C402 12 The following shall be met to be eligible: Electronic equipment power(watts/sf) building size<_500 sf, average wall/roof U- Heating system output capacity(Btu/hr) factor<_U-0.20,electronic equipment load>_ 7 watts/sf,heating system output capacity<_ Cooling capacity(Yes/No) 17,000 btu/h. Cooling system capacity not • • • Summary, • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration.Refer for Prescriptive Compliance to Tables C402.1.3,C402.1.4 and C402.4 in the 2015 WSEC for important footnotes that apply to these tables. Refer to Section C402 for all applicable requirements for each envelope element type and applicable exceptions Refer to Section C410 for all applicable information for refrigerated spaces. Table C402.1.3 ores Ij Table C402.1.4 Notes 1,2 Prescriptive Path Insulation Minimum R-Value Assembly Maximum U-factor Occupancy Group All Other Group R All Other Group R ,Opaque Elements Roofs Insulation Entirely above Deck R-39 6. R-38 c.i. U-0.027 U-0.027 Metal Building(with thermalspacer block)Note 3 R-25+R-I I Ls R-25+R-11 Ls U-0.031 U-0.031 Attic and Other R-49 R-49 U-0.021 U-0.021 Joist or single rafter R-49 R-49 U-0.027 U-0 027 Walls,Above-grade Mass R-9 5 c.i.Note 6 R-13.3 c.i. U-0.104 Note 6 U-0.078 Mass transfer deck slab edge No R-Value for prescriptive compliance U-0.200 U-0,200 Metal Building R-19 c i, R-19 c.i U-0 052 U-0 052 Steel Framed R-13+R-10c.i. R-19+R-8.5 c.i. U-0.055 U-0055 Wood Framed and Other R-21 w/int.frame I R-21 w/int frame U-0-054 U-0.054 Below Grade Wall Note 4 Same as above grade Same as above grade Floors Mass R-30 c-i. R-30 c i. U-0 031 U-0-031 Steel Joist R-38+R-10 c.i. R-38+R-10 a i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 U-0,029 U-0.029 Slab-On-Grade Floors Unheated R-l0 for 24 in (IPom top of slab) F-0 54 F-0.54 Heated Note 5 R-10 perimeter&under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R-Value for prescriptive compliance U-0.37 U-0.37 Nonswin ing(Roll-up or sliding) R-4,75 1 R-4,75 U-0.34 U-0.34 Table C402.4-0-30%of wall area,or 30%-40%per Section C402.4.1.1 DLZ Section C402.4.1.3 High Performance or Section C402.4.1.4 DOAS Fenestration Option-0-40/of wall area Fenestration Assembly Maximum U-factor Notes 1,2 Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing(fixed) U-0.38 U438 U-0.34 U-0.34 Metal framing(operable) U-0.40 U-0.40 U-0.36 U-0.36 Entrance doors U-0.60 U-0.60 U-0-60 U-0.60 Skylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 Fenestration Assembly Maximum SHGC Factor Vertical Fenestration PF<0,2:north-SHGC=O 53; PF<O 2:north-SHGC=O 46; all other SHGC=0.4 all other SHGC=0.35 0.2<_PF<0.5:north-SHGC-0.58; 0 2<_PF<0.5:north-SHGC-0,51; all other-SHGC-0-48 all other-SHGC-0.42 PF>_0.5:all orientations-SHGC-0.64 PF z 0.5:all orientations-SHGC-0.56 SAylights SHGC-0 35 SHGC-0 35 C410.2 Refrigerated Spaces Insulation Insulation Minimum R-Value Assembly Maximum U-factor Freezers-Walk-in and Warehouse Roof/Ceiling R-32 U-0.030 Wall R-32 U-0.030 Door R-32 U-0.030 Door-transparent reach-in triple-pane,heat-reflective treated or gas Floor R-28 U-0.035 Coolers-Walk-in and Warehouse Roof/Ceiling R-25 U-0 039 Wall R-25 U-0.039 Door R-25 U-0.039 Door-transparent reach-in double-pane,heat-reflective treated& as fill,or com Iv with freezer door reg. Floor No Requirement L:�. •.�. • • • ts Summary, • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Definitions: Ls=Liner system--A continuous membrane installed below the purlins and uninterrupted by framing members.Uncompressed,unlaced insulation rests on top of the membrane between the purlins.Refer to Section A 102.2.5.4. c.i.=Continuous insulation--Insulation that is continuous across all structural members without thermal bridges other than service openings and penetrations by metal fasteners with a x-sectional area of less than 0.04%of the opaque surface area of the assembly. Components with more than 0.04%metal penetrations may be eligible to follow the alternate Cl values below. int=Intermediate framing--Includes insulated headers,corners and interior partition wall to exterior wall intersections.Refer to Section A103.2 for framing definitions. Footnote Summary: Each table in the 2015 WSEC has footnotes applicable to specific information provided in the table.This footnote summary provides only abbreviated details from these footnotes. Refer to 2015 WSEC for complete footnote information. Note 1-Assembly descriptions can be found in Chapter 2 and Appendix A. Note 2-Use of assembly U-factors,C-factors and F-factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions ofthis Code. Note 3-For metal building roots where using R-value compliance method,a thermal spacer block with minimum thickness of 1/2-inch and minimum R-value of R-3.5 is required.Otherwise use the U-factor compliance method. Note 4-Where heated slabs are below-grade,they shall comply with the F-factor requirements for slab-on-grade heated slabs. Note 5-Heated slab F-factors shall be determined specifically for heated slabs.Unheated slab F-factors shall not be used. Note 6-CMU walls in all occupancies other than Group R may be eligible for reduced insulation if all provisions stated in applicable footnote are met.Refer to Footnote D in Table C402.L4 or Footnote C in Table C402.1.3 for eligibility requirements. Note 7-Components with continuous insulation but with metal penetrations/connections may be eligible for alternate continuous insulation R-values if all provisions in applicable footnote are met. Refer to alternate prescriptive R-values in table below and Footnote G in Table C402.1.3 for eligibility requirements. Alternate continuous insulation nominal R-values This alternate nominal R-value compliance option is allowed for projects complying with all of the following: 1.The ratio of the cross-sectional area,as measured in the plane of the surface,of metal penetrations of otherwise continuous insulation to the opaque surface area of the assembly is greater than 0.0004(0.04%),but less than 0.0012(0.12%). 2,The metal penetrations of otherwise continuous insulation are isolated or discontinuous(e.g.,brick ties or other discontinuous metal attachments,offset brackets supporting shelf angles that allow insulation to go between the shelf angle and the primary portions ofthe wall structure).No continuous metal elements(e.g.,metal studs,z-girts,z-channels, shelf angles)penetrate the otherwise continuous portion of the insulation. 3.Building permit drawings shall contain details showing the locations and dimensions of all the metal penetrations(e.g., brick ties or other discontinuous metal attachments,offset brackets,etc.)of otherwise continuous insulation.In addition, calculations shall be provided showing the ratio of the cross-sectional area of metal penetrations of otherwise continuous Assemblies with Alternate option for asutabbes with Alternate option for assemblies wtth continuous metal penetrations,greater than metal penetrations,grater than or nsulatioo(see 0.04%but less thin 0.08% equal to 0.08%but less than 0-I2% detlattio■ R-9.5a R-11-9ct R-136 R-11.40 R-14.3ci R-15 7a R-13 3ci R-16.6ci R-19 3a R-15 26 R-19 0ci R-21ci R-30ci R-38ci R-42d R-38ci R-49a R-536 R-13-R-7 Sci R-13+R-9_4a R-13-R-10.3ci R-13-R-106 R-13+R-12 5a R-13+R-13 8ci R-13+R-125d R-13+R-156a R-13+R-172ct R-13*R-136 R-13+R-16.3a R-13+R-179cs R-19+R-85u R-19-R-10.6a R-19-R-11Jct R-19+R-loci R-19+R-17 5d R-19+R-19.2ct R-19*R-166 R-19-R-206 R-19+R-22d R-20+R-3 Scs R-20+R4.86 R-20.+R-5 Ri R-21-R-5ct R-21+R-6.36 R-21+R-4.9a End of Envelope Requirements Summary I Comeonent Performance • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: 19162-19163 KCDA-Arlington SD 28x64 Classroom Date 05/08/2018 Target Insulation Allowance For Building Department Use Fully Conditioned Space-Commercial,Group R,Mixed Use Calculation Adjustments None Applied Fenestration Area as%gross above-grade wall area 5.7% Max.Target: 40.0% Skylight Area as%gross roof area 0.0% Max.Target: 5.0% Vertical Fenestration Alternates: Dedicated Outdoor Air System For Stand-alone Projects13,14 Vertical Fenestration Net Wall User Note Existing-to-remain Areas Skylights Net Roof Building Component Proposed UA Target UA Cavity+Cl Plan/Detail# U-factor Source&Table#` U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) 1 Y R= 0.027 i o R= Above Deck Insulation U-0.027-7 R= a R= 1 0.031 m R= Metal Building U-0.031 a R= 4 R=38 A-2 2015 WSEC Appendix A Table Al02.1 0.026 1674 43.5 0.027 1674 45.2 N R= Joist/single rafter U-0.027 R= L R= 0.021 O a R= Single raft,attic,other U-0.021 Q R= R= ' 0.055 a� rn R= Steel/metal frame U-0.055 R= a R= 0.052 1° m R= Metal Building U-0.052 R= I 0 R=21 A-2 2015 WSEC Appendix A Table 0.053 1504 79.7 0.054 1504 81.2 Q 0 R= A103.3.1 5 o ( ) Wood Frame,other U-0.054 3 R m R= 0.104 V! m m R= Mass Wall U-0.104 O R= F R= 0.200 c R= Mass Transfer Deck U-0.20 c� i`- R= IR= 0.078 a N o m R= Group R Mass Wall U-0.078 C7 R= w R= 0.104 o R= Assumed to be Mass Wall U-0.104 ° U R= (7 IR= 0.078 a 0 o R= Assumed to be Mass Wall U-0.078 m O R= ,0 1 R= 0.031 m R= Mass Floor U-0.031 o R= ° IR=30 A-2 2015 WSEC Appendix A Table A105.1(1) 0.029 1674 48.5 0.029 1674 48.5 LL E R= JoisUFraming U-0.029 LL R= Area UA Area UA Page 1 Subtotal 4852 172 L 4852 175 Component Performance Compliance (UA) UA COMPLIES Component • • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: 19162-19163 KCDA-Arlington SD 28x64 Classroom Date 05/08/2018 Fenestration Area as%gross above-grade wall area 5.7% Max.Target: 40.0% For Building Department Use Skylight Area as%gross roof area 0.0% Max.Target: 5.0% Building Component Proposed UA Target UA Ins.R I Plan/Detail# F-factor Source&Table#e F-factor x Perimeter I=FP(F x P) F-factor x Perimeter= UA(U x A) R= 0.540 o Slab-On-Grade F-0.54 co m L R= rn R= c � R= 0.550 R= Heated Slab-On-Grade F-0.55 = R= Schedule ID U-factor Source u U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) Door#1 Manufacturer 0.37 80 29.6 0.370 80 29.6 Opaque Swing Doors U-0.37 `o ° 0.340 � N O Opaque rollup&sliding U-0.34 Window#1 iManufacturer 0.29 96 27.8 0.30 96 28.8 m Non-Metal Frame U-0.30 C ° Z X 0.38 0 o Metal Frame,Fixed U-0.38 = .= m m � N N C ro a 0.40 u_ C Metal Frame,Operable U-0.40 r m 0.60 10 Metal Entrance Door U-0.60 c N N 0.50 o, CL All types U-0.50 $' Q Refrigerated Space Freezer Floors Proposed UA Target UA CI Plan/Detail#I U-factor Source&Table#z U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) N °o R= Freezer Floor 2LL u- R= Area' UA Area' UA Page 2 Subtotal 176 57 176 58 TO COMPLY-The Proposed Total UA shall not Page 1 Subtotal 4852 172 4852 175 exceed the Target Total UA Project Total 5028 229 5028 233 Component Performance Compliance (UA) UA COMPLIES Refrigerated Space Windows In Doors 11,12 Cooler i Double Pane Triple Pane Inert vas Heat Reflective Plan/Detail# Description Freezer� Glass Glass Filled Treated Glass Io ° 0 0 � C C � p� C_ C L N U N � i 1 � ill Note 1-II vertical fenestration or skylight area exceeds maximum allowed per C402.4.1,then Target Area Adjustment of all applicable envelope elements will be calculated automatically by the compliance form Refer to Target Area Adjustments worksheet for this calculation Note 2-Opaque assembly U-/actors shall come from Appendix A or be calculated per approved method as specified in C402 1 5 1 Note 3-Proposed CMU mass wall in non-Group R that meet Table C402 14 Footnote D requirements can enter the target U-value of 0.104 Note 4-Semi-heated spaces-For spaces eligible for this wall insulation exception,the UA calculation excludes ail wall assemblies, However, wall area values are required to run the window-to-wall ratio calculation.Enter into form all wall types in the semi-heated space.Enter the sf area of each wall type and enter"1"for the U-factor. Note 5-Mass transfer slab edges must be covered with an assembly having an overall U-factor of 0.2. Note 6-Demising walls,doors,and vertical fenestration separating spaces with different degrees of space conditioning(unconditioned, semi-heated, fully conditioned)shall be included only on the ENV-UA form for the space with the greatest degree of space conditioning Note 7-List Group R above grade mass walls here.List all other above grade walls, Commercial and Group R,in the Opaque Walls-Above Grade section. Note 8 -Slab-on-grade F-Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1, Note 9 -Opaque door U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1 A door is defined as opaque if less than 50%of the door area has glazing Note 10-Fenestration assembly U-Factors shall be the manufacturer's NFRC product rating, which includes the glazing and frame,or shall be the default value per Section C303 13. Note 11-Refrigerated Coolers-Target U-factors for cooler roof, wall and door assemblies are per C410 Enter proposed information under the most similar assembly type. Target F-factors for slab-on-grade floors are per C402 Target U-factors for floors that separate a cooler from a non-cooler space(unconditioned and conditioned)are per C402 Target U-factors for vertical fenestration(not within cooler doors)are per C402 Enter only the opaque portion of refrigerated space doors Windows within doors and reach-in display case doors shall comply with C410 prescriptive requirements Note 12-Refrigerated Freezers-Target U-factors for freezer roof,wall and door assemblies are per C410.Enter proposed information under the most similar assembly type Target U-factor for insulated freezer floors is per C410 Insulation is required under the entire freezer floor.Enter proposed information in the Freezer Floor section If the freezer floor assembly rests on top of a standard floor,the vertical edge of the freezer floor shall be entered as a section of freezer wall.If freezer floor insulation is installed as integral to or applied underneath a slab-on-grade or exposed floor,this floor area shall be thermally broken from the surrounding floor.Enter proposed thermal break information in the Freezer Floor section and note it as In-Floor Thermal Break.Enter only the opaque portion of freezer doors Windows within doors and reach-in display case doors shall comply with C410 prescriptive requirements Note 13-Stand alone projects-Enter total existing-to-remain sf areas for net above grade walls(including opaque doors), net roof, vertical fenestration and skylights in section provided at top of ENV-UA form.Enter UA information for new envelope assemblies in Building Components section. Note 14-Addition+Existing,Alteration+Existing,Addition+Alteration+Existing projects-Enter sf areas and estimated U-factors for all existing-to- remain envelope assemblies in Building Components section.Identify these assemblies as EXISTING in U-factor Source&Table#column Enter UA information for new addition and altered envelope assemblies in Building Components section.Existing and new information will autofill into the Vertical Fenestration and Skylight Area Calculation section of ENV-SUM as all NEW.Does not affect calculation results i BuildingPermit Plans Checklist, fi • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: 19162-19163 KCDA-Arlington SD 28x64 Classroom Date 05/08/2018 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions, Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes SCOPE Identify low energy spaces on plans;include project information,and na C402.1.1 Low energy spaces calculations if applicable,that demonstrate spaces are eligible for envelope provisions exemption na C402.1.1.1 Semi-heated spaces Identify semi-heated spaces on plans,include calculations that demonstrate spaces are eligible for wall insulation exemption Provide building area,average wall and roof U-factor,and installed na C402.1.2 Equipment Buildings equipment information that demonstrates equipment building is eligible for envelope provision exemption Walk-in and na C410.2 warehouse cooler Identify walk-in and warehouse cooler and freezer spaces on plans and freezer spaces na C101.4.1 Mixed occupancy Identify spaces with different occupancy requirements on plans Identify on plans existing unconditioned spaces changing to semi-heated Change of space or conditioned space,and existing semi-heated spaces changing to na C503.2 conditioned space;provide calculations for existing and final level of space conditioning conditioning,and calculations that demonstrate alteration complies with current WSEC Identify on plans existing F,S and U-occupancy spaces undergoing a change in occupancy;provide calculations that demonstrate alteration complies with the current WSEC Change of Identify on plans pre-2002 Group R spaces undergoing a change to a na C505.1 occupancy commercial occupancy;provide calculations that demonstrate alteration complies with the current WSEC Identify on plans non-Group R occupancy spaces undergoing a change to Group R;provide calculations that demonstrate alteration complies with the current WSEC ENVELOPE PROVISIONS Indicate envelope insulation comp lance pam and pro7, a appirca ie C103.2 Compliance forms;ENV-PRESCRIPTIVE or ENV-UA/ENV-SHGC for component Yes nerformance, ENV-UA C103.6.3 documentation If complying via total building performance,provide a list of all proposed envelope component types,areas and U-values C303.1.1 Insulation Indicate identification mark shall be applied to all insulation materials and Yes C303.1.2 identification insulation installed such that the mark is readily observable during A-2 inspection Yes C303.1.3 Fenestration product Fenestration products shall be labeled with rated U-factor,SHGC,VT,and A-2 C402.4.3 gating leakage rating Indicate installation methods,thicknesses,densities and clearances to Yes C303.1.1 General insulation achieve the intended R-value of all insulation materials; A-2 C402.2.1 installation 'Where two or more layers of rigid insulation will be used,indicate that edge joints between layers are staggered Indicate R-value(s)of cavity/continuous insulation on roof sections; Indicate framing materials on roof sections; Indicate method of framing for ceilings below vented attics and vaulted ceilings per At02.2(std,adv); Yes C103.2 Roof assembly Provide area weighted average U-factor calculation for insulation whose C402.2.2 insulation thickness varies by 1 inch or less; A-2 Indicate effective U-factors of tapered insulation entirely above deck per A102.2-6;include roof configuration and slope,maximum R-value at peak and minimum R-value at low point for all roof surfaces Indicate R-values for thermal spacers and each insulation layer,and liner system(LS)method for metal building roofs na C402.2.2 Skylight curb Indicate curb insulation R-value on roof section if not included in skylight insulation NFRC rating Indicate R-value(s)of cavity/continuous insulation on wall sections; Indicate framing materials on wall sections; C 103.2 Indicate method of framing for wood construction per A103.2(std,int,adv); C402.2.3 Above/below grade Indicate material density category,wall weight and heat capacity for Yes C402.2.4 wall insulation qualifying mass walls; C303.2.1 For qualifying ASTM C90 masonry walls,indicate loose-fill core insulation material and percentage of cores filled including grouted cores,bond (beams,vertical fills,headers and any other grouted cores; i (Indicate method of protection of exposed exterior basement/crawlspace I I I wall insulation i Building • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: 19162-19163 KCDA-Arlington SD 26x64 Classroom Date 05/08/2018 Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes C103.2 Indicate rated U-factor(swinging)or R-value(non-swinging-roll- Yes C402.4.4 Opaque doors up/sliding)on wall sections or in door schedules-applies to doors with A-1 less than 50%glazed area Floor over outdoor or Indicate R-value(s)of cavity/continuous insulation on floor sections; Yes C402.2.5 unconditioned space Indicate framing material on floor sections; A-2 insulation Indicate material density category and weight of qualifying mass floors Indicate R-value of continuous insulation on wall section or foundation detail; na C402.2. Slab-on-grade floor Indicate insulation extends down vertically and/or horizontally the required C303.2.1 insulation distance from top of slab; Indicate method of protection of exposed exterior slab edge insulation Indicate R-value of continuous insulation on wall section or foundation Radiantly heated detail; na C402.2.6 slab-on-grade floor Indicate insulation extends down vertically from top of slab and then C303.2.1 insulation horizontally under the entire slab; Indicate method of protection of exposed exterior slab edge insulation Radiant heating Indicate insulation R-value behind radiant panels,U-bend/headers and na C402.2.8 system insulation bottom surface of radiantly heated floors(other than radiantly heated slab- on-grade) C402.4.1 Provide calculation for total vertical fenestration area as a percentage of Yes C502.2.1 Vertical fenestration gross above grade wall area(WWR)for new construction,additions and A-2 C503.3.2 maximum area alterations in ENV-SUM Provide calculations showing that the percentage of overall conditioned floor area within daylight zones is equal to or greater than 50%in 1 and 2 story buildings;OR Provide calculations showing that the percentage of overall net floor area Increased within daylight zones is equal to or greater than 25%in buildings 3 stories C402.4.1.1 prescriptive or more;include the gross floor area and list of spaces omitted for the net na C405.2.4.1 maximum vertical floor area; C502.2.1 fenestration area - 0503.3.2 with daylight zones Note in envelope plans that all lighting fixtures located within daylight and controls zones shall be provided with daylight responsive controls per WSEC Section C405.2.4.1;indicate method of control in lighting fixture schedules Indicate that the VT of vertical fenestration is at least 1.1 times the rated SHGC increaseu Indicate high performance U-factors and SHGC values in fenestration C402.4.1.3 prescriptive schedules; na C502.2.1 maximum vertical — fenestration area Indicate if an area-weighted U-factor is used for multiple fenestration C503.3.2 with high- elements within the same fenestration category per Table C402.3;provide U-factor calculations Increased prescriptive Indicate that for eligibility,all occupied,conditioned spaces will be served na C402.4.1.4 maximum vertical by a dedicated outside air system(DOAS)that delivers ventilation air C403.6 fenestration area without requiring operation of the heating/cooling system per Section with DOAS C403.6 mechanical systems Wall/vertical Indicate if component performance with target area adjustment will be na C402.1.5 fenestration target used to account for vertical fenestration area in excess of the prescriptive area adjustment maximum allowed C402.4.1 Skylight maximum Provide calculation for total skylight area as a percentage of gross roof na C502.2.2 area area(SRR)for new construction,additions and alterations in ENV-SUM C503.3.3 Roof/skylight target Indicate if component performance with target area adjustment will be na C402.1.5.2 ,area adjustment used to account for skylight area in excess of the prescriptive maximum allowed Indicate U-factors,SHGC and VT values in fenestration schedules; U-factors,SHGC Indicate if an area-weighted U-factor is used for multiple fenestration Yes C402.4.3 and VT for all ,elements within the same fenestration category per Table C402.3;provide A-2 C303.1.3 fenestration U-factor calculations assemblies Indicate if values are NFRC or default;if default then specify frame type, glazing layers,gap width,low-e coatings,gas-fill Permanent shading For windows with overhangs or permanent projection shading devices, na C402.4.3 devices provide projection factor calculations(Equation C4-6)and associated minimum SHGC for north and non-north orientations i M BuildingPermit Plans Checklist, • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: 19162-19163 &CDA-Arlington SD 2ex64 Classroom Date 05/08/2018 Applicability Code Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes In single story buildings,provide list of enclosed areas that exceed 2,500 sf;for each space identify the space use,floor area,floor to ceiling height, whether skylights are installed,and any exception taken; Provide calculations for percentage of conditioned floor area located within Spaces in single a daylight zone including skylight and eligible sidelight daylight zones; na C402.4.2 story buildings requiring skylights Provide calculations for percentage of skylight area in each space over 2,500 sf,OR; Provide calculations for skylight effective aperture(Equation C4-5)for each space over 2,500 sf; Indicate haze factor of skylight glazing material or diffuser ADDITIONAL EFFICIENCY PACKAGE OPTION-ENHANCED ENVELOPE PERFORMANCE To comply with additional efficiency package option,demonstrate na C406.8 Enhanced envelope envelope insulation compliance via component performance;provide ENV- performance UA/ENV-SHGC compliance forms;verify that building total UA is 15% lower than the Code target UA AIR LEAKAGE Identify location and provide diagram of continuous air barrier in plans and Air barrier sections; Yes C402.5.1.1 construction and Provide details for all joints,transitions in materials,penetrations in air A-2 sealing lbarrier and note method of sealing(caulked,gasketed,or other approved method) Rooms containing Indicate that room(s)containing non-direct vent appliances is isolated from open combustion conditioned space by the thermal envelope with a sealed air barrier, na C402.5.3 fuel burning including doorway gasketing and sealing around ductwork and piping appliances used for penetrations; space conditioning Indicate insulation provided in wall,floor and ceiling of the room envelope, and insulation required an combustion air ductwork Access openings Indicate locations of all access openings and doors to shafts,chutes, na C402.5.4 and doors to shafts, stairways and elevators; chutes,stairways Indicate method of gasketing,weatherstripping and sealing of these and doors openings Indicate locations of all stairway enclosure,elevator shaft and building C402.5.5 Outdoor air intakes, pressurization relief openings,outside air intakes and exhaust openings; Yes C403.2.4.3 exhausts and relief Note in envelope plans that all relief,outside air intake and exhaust M-1 openings openings shall be provided with dampers in accordance with Mechanical Section C403.2.4.3 Indicate method of sealing between lightfixture housing and wall or ceiling; na C402.5.8 Recessed lighting in building envelope Note in envelope plans that all recessed lighting fixtures shall be IC rated and have an air leakage rating not greater than 2 cfm per ASTM E283 test; include these requirements in lighting fixture schedules C402.5.6 Loading dock seals Indicate weather seal at cargo and loading dock doors Indicate locations and dimensions of vestibules and air curtains; Indicate exception and criteria utilized for all building entrances and exits na C402.5.7 Vestibules that do not have a vestibule or air curtain; Indicate required performance for air curtains installed per exception 7; For unconditioned vestibules,indicate which envelope assembly(interior or exterior)complies with the requirements for a conditioned space Indicate on plans the location of air barrier boundaries and area calculations on all six sides of the air barrier: Indicate air barrier test method in accordance with ASTM E779 or approved equivalent; Indicate required maximum leakage rate for compliance. Yes C103.2 Building air leakage C402.5.1.2 test Include the following requirements in project documents:(1)Submit air A-2 barrier test report to jurisdiction once test is completed;(2)If test results exceed 0.40 cfm/ft2(1.5 L/s*M2)at 0.3 in.wg(75 Pa),then visually inspect air barrier and seal noted sources of leakage;(3)Submit a follow-up report to jurisdiction noting corrective measures taken; (4)Include air barrier test report in compliance documentation provided to building owner. I BuildingPermit Plans Checklist, • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: 19 1 62-19163 KCDA-Arlington SC 28x64 Classroom Date 05/08/2018 Applicability I Code I Location in Building (yes,no,na) Section Component Compliance information required in permit documents Documents Department Notes ADDITIONAL EFFICIENCY PACKAGE OPTION-REDUCED AIR INFILTRATION To comply with additional efficiency package option,indicate in project na C406.9 Reduced air documents that the air barrier test results shall not exceed 0.25 cfm/ftz infiltration (0.94 L/s*M2)at 0.3 in.wg(75 Pa);indicate air barrier test report shall be submitted to the jurisdiction and building owner once test is completed ALTERATIONS na For a roof alteration where existing ceiling cavities are exposed,indicate C503.1 Roof alteration- cavities are insulated to full depth at R-3 per inch C503.3.1 insulation For a roof covering replacement where insulation is installed entirely above the roof deck,indicate insulation complies with requirements for new construction per Tables C402.1.3 or C402.1.4 Wall and floor For a wall or floor alteration(floor over outdoor or unconditioned space) na C503.1 where existing envelope cavities are exposed,indicate cavities are alteration-insulation insulated to full depth at R-3 per inch Where the addition of new vertical fenestration results in total building Addition of vertical window-to-wall ratio(WWR)exceeding the maximum allowed per na C503.3.2 C402.4.1,demonstrate method of compliance(vertical fenestration Fenestration alternate per C503.3.2,or component performance compliance with target area adjustment for the total building) Where the addition of new skylights results in total building skylight-to-roof na C503.3.3 Addition of skylights ratio(SRR)exceeding the maximum allowed per C402.4.1,demonstrate component performance compliance with target area adjustmentfor the total building PROJECT CLOSE OUT DOCUMENTATION Project close out Indicate in plans that project close out documentation is required including Yes C103.6.3 documentation applicable WSEC envelope compliance forms and calculations,and requirements fenestration NFRC rating certificates If"no"is selected for any question,provide explanation: End of Building Permit Plans Checklist u� `� I Permit Information Date 5/2/2018 Permit Number 1952 Project Name Stillaguamish Valley Learning Center Applicant Name Arlington School District Applicant Address 315 N French Avenue City,State,Zip Arlington,WA 98223 Contact Fred Owen Phone 425-327-5039 Email tred.owyen@wavecable.com Permit Type Commercial Alteration Site Address 1215 E 5th Street Valuation 59262.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Add restrooms to portables Assigned To Launa Peterson Property Parcel Address Subdivision Lot Owner 31051200200300 11216 E 5TH ST JARLINGTON SCHL DIST 16 Review Date Type Description Target Date Completed Date Assigned To Status /2/2018 ommercial T.I. /30/2018 uildinq n Review /2/2018 ',ommercial T.I. /30/2018 W-Sew-Rev n Review /2/2018 ommercial T.I. /30/2018 W-Wat-Rev In Review Uploaded Files Upload File Date File Uploaded By 1 5/3/2018 10:53:04 AM SVLC- Portables 6&8 Construction Set R1 Final-pdf Peterson,Launa 5/2/2018 3:58:59 PM 1952 Application.pdf Peterson,Launa i 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: ARLINGTON SD#16-STILLAGUAMISH LEARNING CENTER CONTRACTOR: ASD Staff JOB ADDRESS: 1216 E FIFTH STREET LOT NUMBER TYPE GROUP NATURE of WORK: RESTROOM INTERNAL ADDITION USE of BUILDING: CLASS ROOM PERMIT No: BLD-1952 DATE ISSUED: 5/15/2018 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 PUBLIC WORKS GRADING (360)403-3457 TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING,SIGNAGE&MARKINGS LANDSCAPING PLANNING 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 FIRE DEPARTMENT (360)403-3526 HYDRO/FLUSH (360)403-3607 UNDERGROUND""INCL FDC (360)403-3607 FIRE ALARM /AUTOMATIC SPRINKLER (360)403-3417 HOOD SUPPRESSION SYSTEM (360)403-3607 FINAL FIRE WALK-THROUGH (360)403-3417 FINAL INSPECTION ALL SIGNATURE BLOCKS MUST BE COMPLETE Permit#: 1952 Permit Date: 05/02/18 Permit Type: COMMERCIAL ALTERATION Project Name: Stillaguamish Valley Learning Center Applicant Name: Arlington School District Applicant Address: 315 N French Avenue Applicant, City, State, Zip: Arlington,WA 98223 Contact: Fred Owen Phone: 425-327-5039 Email: fred.owyen@wavecable.com Scope of Work: Add restrooms to portables#6 Valuation: 59262.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 05/23/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051200200300 1216 E 5TH ST ARLINGTON SCHL 681 Nursery,Primary DIST 16 &Secondary School Contractors Contractor Primary Contact Phone Address Contractor Type License License Arlington School District 135 S French Ave CONSTRUCTION CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 07/30/2018 C20.BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 05/02/2018 COMMERCIAL BUILDING ALTERATION 05/02/2018 COMMERCIAL No comments JL PW-SEW-REV ALTERATION COMMERCIAL Currently there are Four(4)5/8"x 3/4"Domestic services 05/02/2018 ALTERATION and one(1)3/4"DCVA supplying water to the current four PW-WAT-REV portables.GS Fees Fee Description Notes Amount Building Permit Table 4-1 $1,031.83 Building Plan Review Table 4-2 $670.69 Processing/Technology $25.00 Total $1,727.52 Attached Letters Date Letter Description 05/15/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 05/23/2018 ASD#16 SVLC check#67361 Launa Black $1,727.52 Outstanding Balance $0.00 Uploaded Files Date File Name 05/23/2018 3525482-1952 Issued Permit.pdf 05/03/2018 3440210-SVLC-Portables 6&8 Construction Set RI Final.pdf 05/02/2018 3437567-1952 Application.pdf Date: 03/20/2026 Permit#: 1952 Permit Date: 05/02/2018 Review Date: 05/02/2018 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: 05/30/2018 Scheduled 00:00 Time: Completed 05/08/2018 Date: Description: Currently there are Four(4) 5/8" x 3/4" Domestic services and one (1) 3/4" DCVA supplying water to the current four portables.GS Review Status: Assigned To: PW-WAT-REV Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31051200200300 ARLINGTON SCHL DIST 16 ARLINGTON SCHL DIST 16 315 N FRENCH AVE 1216 E 5TH ST ARLINGTON, WA 98223 Zoning: 681 Nursery, Primary& Secondary SchoolLot: Block: NoNNNOoNoom3o00z= �IO� o N= On 5 D D > n p0m D me zm r (f a = IA �z mom IT1 X cz �yc 0 Z7 O T o m mpomm ommr OTmc a o � z� fu,= nl O� /^ �. a mApmm Az0 003 G D " DNm< V/ Ac� -1 y m m N 2 r CD 7 m �mrn�ID- mrn FFFF� zzz ° m Z �m w�r 0 T1 m ~ tQ Z T r O m m m m m 0 z m" m m D m OD W �mmm4� �Mmi °zZ f M r z �z D --OiO'nz czzzic°im A X °z Z —I 10 >z Nam° Am m Z v o D n O r Z o D o -Z z 0 p z 0 A m ^^ z m O O S m 0 O z y V �zZmm <mc �Z m z 'm^ c 0Mm -m m O O V7 o m Z N g y ° z Z o� m z m I r m L , n D J rt m m 0 c m C O0 m N D r A c U) Cn xK�cmii,00 cn r1 o T mm� owoNxn ���� oD;n —M o � J O i _ onov N m N N m s - m �' 13 z m 'm �x=m> m n r Dn ' � amoQ' pgzfmmm 0 o y SO i�g ate_ mxmm Doy,�m M O ^ a A m w ? 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' HARMSEN&ASSOCIATES m & •TML S mechanical engineer_ PORTABLES 6 8 R E S T R O O M S __ _,�_ 4$-0" _ BCE ENGINEERS I_ a 50'VEGETATIVE SE ACK o -y z I I electrical engineer_ 172� -y I I BCE ENGINEERS 898 112� I I'38 � I .v r,7g2 S, 82 N _ 8. FAM/LYC7p. o ARLINGTON PUBLIC SCHOOLS # 16 Z82 o ` � N B98 -0I N I �� �� wok ry � ®�Q I � • A �F\ e 28 � �• IN= N�11 '1121- O_— Arlington , WA V98@ SF • 1 N �--- o I-0 N i N y 18' 281 T 4 I P8 b I \ 20' b 5 STALLS _I 22 4 •r'` cd •_G � I � P6 --�19 CONSTRUCTION SET N r\ 7359 REGISTERED \\l/ ARCHITECT APRIL 6, 2018 VICINITY MAP 0 CHRISTOPHER J.LILLLY STATE OF WASHINGTON GENERAL NOTES: GENERAL ARCHITECTURAL REQUIREMENTS 1.ALL WORK PERFORMED SHALL COMPLY WITH THESE 061000 FRAMING TO BE 2X4 WD STUDS GENERAL NOTES UNLESS OTHERWISE AT 16 INCH OC.EXTEND FRAMING FROM SUB PROJECT DATA SCOPE OF WORK NOTED ON THE DRAWINGS AND SPECIFICATIONS.THE FLOOR TO UNDERSIDE OF ROOF FRAMING. GENERAL CONTRACTOR 1. PROVIDE BACKING AT ALL TOILET SHALL COORDINATE THE GENERAL NOTES WITH THE ACCESSORIES.TOILET ACCESSORIES TO BE FURNISHED BY STILLAGUAMISH VALLEY LEARNING CENTER ADD SINGLE DESIGNATED ACCESSIBLE RESTROOMS OWNER/INSTALLED BY CONTRACTOR(FDIC). ADDRESS:1215 E 5TH STREET TO TWO EXISTING PORTABLE CLASSROOMS(PORTABLE 6&8) WORK OF ALL TRADES,INCLUDING BUT NOT LIMITED TO THE MECHANICAL AND ELECTRICAL 2. PROVIDE AND INSTALL BACKING BEHIND GRAB BARS, ARLINGTION,WA 98223 (PORTABLE 6&8)AT THE STILLAGUAMISH VALLEY LEARNING CENTER. MIRRORS,WALL STOPS,WALL PANELING AND TRIM AND SCOPE OF WORK INCLUDES CIVIL SCOPE OF WORK INCLUDES 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL CEILING MOUNTED EQUIPMENT.GRAB BARS AND MIRRORS TO WATER LINE AND SEWER LINE EXTENSION.MECHANICAL APPLICABLE CODES AND GOVERNING BE FURNISHED BY CONTRACTOR AND INSTALLED BY OCCUPANCY TYPE: E MECHANICAL SCOPE OF WORK INCLUDES NEW ELECTRIC AUTHORITIES AND SHALL BE OF BEST PRACTICE OF EACH CONTRACTOR. COMSTRUCTION TYPE:V-A NON SPRINLKLERED HOT WATER HEATER,PLUMBING FIXTURES AND EXHAUST FANS. TRADE. 072100 PROVIDE AND INSTALL 3 Z INCH PREFORMED GLASS 3.THE CONTRACTOR SHALL VISIT THE SITE AND BE FIBER BATT SOUND ATTENUATION BLANKETS IN ALL WALLS KNOWLEDGEABLE OF CONDITIONS THEREOF. TO MEET FLAME/SMOKE PROPERTIES 10/101N TAX PARCEL NO. THE CONTRACTOR SHALL INVESTIGATE VERIFY AND BE ACCORDANCE WITH ASTM E84. RESPONSIBLE FOR ALL CONDITIONS OF 079200 PROVIDE AND INSTALL SEALANTS AS 00605200001600 MODIFICATION BEFORE PROCEEDING WITH THE WORK. FOLLOWS: THE PROJECT AND SHALL NOTIFY THE OWNER/ARCHITECT OF A.GENERAL PURPOSE INTERIOR SEALANT: project_ CONDITIONS REQUIRING ACRYLIC EMULSION LATEX.APPLY AT CEILING AND WALL 4.WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS BY VARIOUS JOINTS AND JOINTS BETWEEN DOOR FRAMES AND WALL STILLAGUAMIS SHEETINDEX P R O J E C T T E A M DISCIPLINES,ARCHITECTURAL SURFACES. PORTABLES H VALLEY SCHOOL &8RESTROOMIMPROVEMENT DRAWINGS SHALL GENERALLY BE ASSUMED TO GOVERN.IN SUCH B.BATHTUB/TILE SEALANT:SINGLE c I i e n t_ INSTANCES THE CONTRACTOR COMPARTMENT SILICONE MILDEW RESISTANT.APPLY AT G0.1 COVER SHEET Owner: SHALL CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE JOINTS BETWEEN PLUMBING FIXTURES AND FLOOR AND ARLINGTON SCHOOL DISTRICT Arlington Public Schools WORK. WALL SURFACES. CIVIL 315 N French Ave 5 CONDITIONS WHICH ARE NOT DETAILED SHALL BE ASSUMED TO BE SIMILAR IN C.GENERAL PURPOSE EXTERIOR SEALANT:SILICONE SINGLE I o c a t i o n C1 WATER AND SEWER SERVICE Arlington,WA 98223 CHARACTER TO COMPONENT. - Contact:Brian Lewis THOSE WHICH ARE.WHERE SPECIFIC DIMENSIONS,DETAILS OR DESIGN 081113 HOLLOW METAL DOOR FRAMES SHALL BE 16 GAGE, ARLINGTON,WASHINGTON ARCHITECTURAL Fred Owyen INTENT CAN NOT BE KNOCK DOWN WITH 2 INCH FACE FRAME.FINISH IS AD2.01 DEMOLITION PLANS DETERMINED THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO FACTORY PRIMED FOR FIELD PAINTING. PROCEEDING WITH THE WORK. 081416 WOOD DOORS SHALL BE 1 aq INCH THICK SOLID CORE.WITH A2.01 FLOOR PLANS AND CEILING PLANS Architect: SOLID BLOCKS AT LOCK EDGE FOR HARDWARE Project No. 1801.00 A4.01 ROOF PLAN AND INTERIOR ELEVATIONS McGranahan Architects 6.CONTRACTOR SHALL COORDINATE ALL TRADES OF HIS WORK, REINFORCEMENT.DOOR FACING SHALL BE PAINT-GRADE MFR WHETHER DIRECTLY OR INDIRECTLY INVOLVED WITH NIC WORK. 2111 Pacific Ave Suite 100 STANDARD PAINT.COLOR SELECTED BY OWNER.. COVER SHEET MECHANICAL Tacoma,WA 98402 CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS(NIC)IS 083100 WALL ACCESS DOOR PANELS TO BE.070 INCH STEEL WITH.058 NOT IN CONTRACT. INCH FRAME/FLANGE W/MFR STANDARD ALKYD PRIMER. MO.01 MECHANICAL LEGEND,SCHEDULES,AND DETAILS 087100 HARDWARE TO BE DISTRICT STANDARD AND MO.02 GENERAL MECHANICAL REQUIREMENTS CIVIL: 7.ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. PROVIDED AND INSTALLED AS FOLLOWS: M1.01 PORTABLE 6&8 PLUMBING&HVAC PLANS Hanrnsen&Assoc,Inc 3 HINGES 125 E Main St 8.CONTRACTOR IS TO NOTIFY THE OWNER OF ANY 1 PRIVACY LOCK SET ELECTRICAL Monroe,WA 98272 DISCREPANCIES/CORRECTIONS. 1 KICK PLATE ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO 1 WALL BUMPER E0.01 ELECTRICAL LEGEND AND SCHEDULE 360.794.7811 PROCEEDING WITH THE WORK. 3 DOOR SILENCERS E0.02 ELECTRICAL SPECIFICATIONS 9.FINISHED FLOOR ELEVATIONS ARE TO BE VERIFIED BY CONTRACTOR 092100 g INCH WATER RESISTANT GWB AT ALL WALLS AND CEILINGS. E2.01 PORTABLE 6 ELECTRICAL PLAN Mechanical: INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS.PROVIDE E2.02 PORTABLE 8 ELECTRICAL PLAN BCE Engineers 10.THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL LEVEL 2 FINISH WHERE GYPSUM FORMS SUBSTRATE E5.01 ELECTRICAL ONE-LINE DIAGRAM AND PANEL SCHEDULES 6021 12th Street East,Suite 200 STIFFENERS,BRACING,BACK-UP PLATES AND FOR FRP. Fife,WA 98424 SUPPORTING BRACKETS REQUIRED FOR THE BEST POSSIBLE 097723 PROVIDE AND INSTALL PREFINISHED WALL r e v s o _ INSTALLATION OF ALL TOILET ROOM PANELS(FRP)FROM FLOOR TO CEILING AT ALL WALLS 253.922.0446 ACCESSORIES AND PARTITIONS,OWNER FURNISHED ITEMS, EXPOSED TO VIEW.THICKNESS:.090 INCH STYLE: AND ALL WALL MOUNTED OR GLASBOARD SMOOTH.PROVIDE STANDARD VINYL MOLDINGS Electrical: SUSPENDED MECHANICAL,ELECTRICAL OR MISCELLANEOUS AT ALL PANEL JOINTS AND CUT S. S.ADHESIVE:WEBTEX 176. BCE Engineers EQUIPMENT. 099000 PAINT:PROVIDE AND INSTALL 1 COAT 6021 12th Street E,Suite 200 1 1.THE FLAME SPREAD RATING FOR ALL MATERIALS SHALL CONFORM PRIMER AND 2 COAT WASHABLE LATEX PAINT WITH G5 Fife,WA 98424 TO ALL APPLICABLE CODES. (SEMI-GLOSS)FINISH AT CEILING. s s u e d_ 253.922.0446 096500 PROVIDE AND INSTALL 2 VINYL SHEET CONSTRUCTION 04.06.2018 FLOORING WITH 6 INCH INTEGRAL COVE BASE WITH CAP STRIP AND WELDED SEAMS BY ARMSTRONG WHERE INDICATED ON DRAWINGS. PROVIDE AND INSTALL.080 THICK TOP SET VULCANIZED SBR 4 INCH HIGH RUBBER BASE WHERE INDICATED ON DRAWINGS. 101400 PROVIDE AND INSTALL WALL MOUNTED PANEL SIGN TO MEET ANSI AND ICC At 17.1.IDENTIFY WITH PICTOGRAMS,THE NAME"RESTROOM",INTERNATIONAL SYMBOL OF ACCESSIBILITY AND BRAILLE. d r a w n 1028DO INSTALL TOILET ACCESSORIES(FDIC)AS FOLLOWS AS JAC/JEJ INDICATED ON DRAWINGS: GRAB BARS(FBC/IBC) METAL FRAMED MIRRORS(MR) checked_ PAPER TOWEL DISPENSER(PTD) BB SOAP DISPENSER(SD) TOILET PAPER DISPENSER(TPD) (/�_ sheet ORIGINAL SHEET IS 26'x 36' V O.O 7 I copyright© 2018 at[rights reserved CITY OF ARLINGTON CITY OF ARLINGTON 20 SEWER SYSTEM CONSTRUCTION NOTES: WATER SYSTEM CONSTRUCTION NOTES: 40Fees 3 (MODIFIED TO REMOVE NOTES THAT DO NOT APPLY TO THIS PROPOSAL) (MODIFIED TO REMOVE NOTES THAT DO NOT APPLY TO THIS PROJECT) VERTICAL DATUM w NAVE) 88 a 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS, AND 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND BASED ON GPS 'dam CURRENT EDITION OF THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS. CURRENT EDITION OF THE CITY OF ARLINGTON STANDARDS AND ANY CHANGES TO THE DESIGN REQUIRES CITY APPROVAL. SPECIFICATIONS. ANY CHANGES TO THE DESIGN REQUIRE CITY APPROVAL. t a 2. ALL MATERIALS SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND 2. ALL MATERIALS SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS AND THE MATERIAL SUBMITTALS SHALL BE APPROVED BY THE CITY SPECIFICATIONS AND SHALL BE APPROVED BY THE CITY PRIOR TO DELIVERY w BEFORE SCHEDULING THE PRECONSTRUCTION CONFERENCE AND BEFORE THE TO THE JOB SITE. MATERIAL SUBMITTALS ARE REQUIRED AND MUST BE 1 MATERIALS ARE DELIVERED TO THE JOB SITE. ONCE THE MATERIALS ARE DELIVERED APPROVED PRIOR TO SCHEDULING A PRE-CONSTRUCTION CONFRERNCE. o: w TO THE JOB SITE THE INSPECTOR WILL DETERMINE IF THE MATERIALS WERE MANUFACTURED TO MEET THE REQUIREMENTS OF THE CITY OF ARLINGTON o 4. ALL SERVICE LOCATIONS SHALL BE FIELD APPROVED BY THE CITY STANDARDS AND SPECIFICATIONS BEFORE THE MATERIALS CAN BE INSTALLED. PRIOR TO INSTALLATION. s � 3. ALL SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY A SURVEYOR PRIOR TO CONSTRUCTION. THE 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UNDERGROUND m N CONSTUCTION STAKES MUST SHOW THE STATION AND OFFSET TO THE ALIGNMENT. UTILITIES BY CALLING ONE-CALL UNDERGROUND UTILITY LOCATOR 7� n (1-800-424-5555) 48 HOURS PRIOR TO CONSTRUCTION. - 4 4. THE CITY OF ARLINGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM SAWCUT & PATCH OF 48 HOURS IN ADVANCE OF A TAP OR CONNECTION TO AN EXISTING SANITARY 6. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED _ T A REVISIONS SEWER MAIN. THE INSPECTOR SHALL BE PRESENT AT THE TIME OF THE TAP OR BY THE CONTRACTOR AS REQUIRED BY OSHA AND WISHA. CONNECTION. CO RETE PATCH IN CO 10. NO CONNECTION TO THE CITY WATER SYSTEM IS ALLOWED UNTIL THE A SSM�L OF S S .� 7. SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE NEW CONSTRUCTION PASSES PRESSURE AND PURITY TESTS, AND HAS BEEN RIM ELE :-T80:42K I` ?� GASKETED JOINTS. SIDE SEWER CONNECTIONS SHALL BE MADE BY A TAP TO AN APPROVED AND ACCEPTED BY THE CITY. E--J STD V: 1 3-67`- � � ht� LLI O d.��n EXISTING MAIN OR A TEE FROM A NEW MAIN - ss SS�55� ��irc� - (J,J 1-CD M W CONNECTED ABOVE THE SPRING LINE OF THE PIPE. WYES ARE NOT ALLOWED ON 11. PRIOR TO MAKING CONNECTIONS TO THE EXISTING SYSTEM, _ Z LU o Io 0 LINES 8"OR LARGER. SIDE SEWERS CAN NOT BE INSTALLED UNDER DRIVEWAYS CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH AND MATERIAL OF NNECT TO EXISTING SSMH S S - W o to UNLESS APPROVED BY THE CITY INSPECTOR. EXISTING WATER MAINS AT THE POINT OF CONNECTION. WITH NEW 6" SIDE SEWER IN C TI > E CITY STD DTL SS-090 T EL V:'1 z X 8. ALL SEWER PIPE SHALL BE INSTALLED WITH A CONTINUOUS TRACER TAPE 24" 12. ALL WATER LINES SHALL BE A MINIMUM OF 10 FEET 0 ADDITIONAL INFORMATION D Q - 48" UNDER THE PROPOSED FINISHED SUBGRADE, OR AS DIRECTED BY THE CITY HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN WATER LINES IE 177.83 & I XISTING METERS LL.I III LL INSPECTOR. THE MARKER SHALL BE PLASTIC, NON-BIODEGRADABLE, METAL CORE, CROSS SEWER LINES, THE MINIMUM VERTICAL CLEARANCE SHALL BE CORE-DRILLED AND 180.82 1"x DU AND DETECTABLE, RE-CHANNEL MANHOLE ram` (� WITH BACKING MARKED "SEWER". 18 INCHES. PL C INC IN C 10 OX z 16. THE CONTRACTOR SHALL PERFORM TEMPORARY SOIL EROSION AND 66 LF 6" PVC 9. SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED FOR SEDIMENTATION CONTROL, DUST CONTROL, NOISE CONTROL, AND TRAFFIC 6"X6" WOOD BORDER S = 1% � W` % CLEARANCE WITH POWER, GAS, TELEPHONE, CABLE, AND OTHER UTILITIES. SIDE CONTROL AS REQUIRED BY THE CITY OR OTHER APPLICABLE AGENCIES. INSIDE FILLED WITH ky SEWERS SHALL BE A MINIMUM OF 10 FEET BEYOND PROPERTY LINES AND 5' WOOD CHIPS 6"6" SSCO PER F I IL W BEYOND ANY EASEMENT. STD DTL SS-080 a h IE 178.49 a 2" PE WA T R SERVI 10. THE SEWER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE f LENGTH AS REOUIR ,Q �Q W a POINT OF CONNECTION ON THE EXISTING SEWER OR FROM A DESIGNATED STARTING INSALL PE S D a DISTURBANCE NOTES: •- = u POINT. THE SEWER PIPE SHALL _ GRO N W-040 w �I BE INSTALLED WITH THE BELL END UPSTREAM. '�% 0 � ¢ rn 1. AREA OF DISTURBANCE FOR TRENCHING WILL BE LESS THAN 2,000 SF. 17,E 6" P C/TO� 11. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CHANICAL j CONTRACTOR AS REQUIRED BY OSHA AND WISHA. 2. ONCE TRENCH IS BACKFILLED TO SURFACE, SEED AND MULCH. - � Z® � ----SAWCUT &PATCH® q'1 �200 3. SEED MIX, APPLICATION RATE = 120 IB/AC - PER DT 10 cc 12. TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO THE CITY'S EXISTING � � W Z SEWER SYSTEM, THE CONTRACTOR SHALL INSTALL 2 " REDUCER. O O A PLUG IN THE CONNECTION MANHOLE OR AS DIRECTED BY THE CITY INSPECTOR. % WEIGHT% PURITY% GERMINATION POC TO w a THE PLUG SHALL NOT BE REMOVED UNTIL THE SEWER IS ACCEPTED BY THE CITY. DWARF TALL FESCUE (SEVERAL VARIETIES) 2" TEE FESTUCA ARUNDINACEA VAR. 45 98 90 ' 13. ALL SEWER LINES SHALL MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL \ C Hq 66 LF 6 CLEARANCE AND A MINIMUM OF 18 INCHES VERTICAL CLEARANCE FROM WATER DWARF PERENNIAL RYE (BARCLAY) " GROIiND AT 180 4 S = 1% LINES. SEE STANDARDS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND LOLIUM PERENNE VAR. BARCLAY 30 98 90 CO NER 180.49 ALTERNATIVES. AWCUT& PA RED FESCUE \ C R DTL A 14. PIPE BEDDING SHALL BE IN ACCORDANCE WITH THE CITY OF ARLINGTON 33715 FESTUCA RUBRA 20 98 90 M C ANICAL STANDARD AND WSDOT STANDARD SPECIFICATIONS. 3/8- INCH MINUS 180.58 � 1sTe�1 MANUFACTURED CLEAN PEA GRAVEL IS THE REQUIRED BEDDING MATERIAL. ALL PIPE COLONIAL BENTGRASS 6 TONAL S0 SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION AGROSTIS TENUIS 5 98 90 SSCO PER MATERIALS AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING 2" REDUCER. , D DTL SS-0 MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE \ 1" P T 179.15 SUPPORTED BY A UNIFORMLY DENSE UNYIELDING 4. MULCH \ BASE. TYPE: A COARSE COMPOST THAT MEETS THE FOLLOWING SIZE GRADATIONS WHEN 15. THE CONTRACTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY TESTED IN ACCORDANCE WITH THE U.S. COMPOSTING COUNCIL "TEST METHODS \ LU O U RIGHT-OF-WAY TO AT LEAST 90% MAXIMUM DRY DENSITY FROM THE BOTTOM OF FOR THE EXAMINATION OF COMPOST AND COMPOSTING'(TMECC) TEST METHOD THE TRENCH TO A DEPTH OF 3' BELOW THE 02.02-B. COARSE COMPOST \ J LU > SURFACE.THE TRENCH BACKFILL MUST BE COMPACTED TO AT LEAST Q Z cc 95%MAXIMUM DENSITY WITHIN 3' OF THE SURFACE. ASPHALT MUST MINIMUM PERCENT PASSING 3"SIEVE OPENINGS 100% MINIMUM \ > Z W BE COMPACTED TO MEET THE REQUIREMENTS ON THE PLANS. ALL COMPACTION PERCENT PASSING 1"SIEVE OPENINGS 90%MINIMUM ' - 3: Uj Cn cc TESTS ARE AT THE DEVELOPER'S EXPENSE. PERCENT PASSING 3/4"SIEVE OPENINGS 70% MINIMUM (n U a LU NOTES CONTACT SCHOOL REP, CIVIL ENGINEER 0 �: � PERCENT PASSING 1/4" SIEVE OPENINGS 40% 1. TOPOGRAPHIC MAPPING WAS LIMITED MCGRANAHAN ARCHITECTS ARLINGTON SCHOOL DISTRICT DAVID HARMSEN, PE TO THE SIDE SEWER CORRIDOR. CHRIS LILLEY FRED OWYEN HARMSEN & ASSOCIATES Q Z Z W PLACEMENT: NO VISIBLE WATER OR DUST DURING HANDLING. PLACE 2" THICK 2. THE BALANCE OF THE SITE PLAN WAS 2444 PACIFIC AVE. 98402 SOUTH, 315 NGORTH FRENCH WA 98223VE INC 11 5 MON IN STREET,WH =Z O (APPROXIMATELY 100 TONS/AC) FORMED BY THE ORIGINAL SITE PLAN ca AND THE SNOHOMISH COUNTY ORTHO PH: 253-383-3084 PH: 425-327-5039 98272 V a EC AERIAL PHOTO FROM 2012. EMAIL: EMAIL: PH: 360-794-7811 Q Z LLI MATERIAL: MUST BE PRODUCED PER WAC 173-350, SOLID WASTE HANDLING J chris.lilley@mcgranahan.com fred.owyen®wavecable.com FAX: 360-805-9732 W STANDARDS, BUT MAY HAVE UP TO 35% BIOSOLIDS. dovidh@harmseninc.com J J J Q a � CONSTRUCTION DRAWING REVIEW N ACKNOWLEDGEMENT THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH THE CITY OF ARLINGTON CODES AND ORDINANCES. CONFORMANCE OF THIS DWN.BY: DWH DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FILL AND COMPLETE CHK,BY: SRM RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE DATE: 2.28.18 APPEAR ON THIS SHEET, ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE JOB#: 17.334 OTHER COUNTY,STATE OR FEDERAL PERMIT REVIEW AND APPROVAL, THE PROPERTY SCALE: 1"=50' OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS WHICH MAY INCLUDE,BUT ARE NOT LIMITED T0, WSDFW HYDRAULIC PROJECT � APPROVAL(HPA),WSDOE NOTICE OF INTENT(NOI),ANY CORP OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT, Know whars below. BY: Call before you dig. City Engineer 1 P:\WORK\PROJECTS\2017\17-334 MCGRANAHAN SVLC\CE\DWG\C1 PLAN 17-334.DWG 04/18/2018 DATE: THIS APPROVAL VALID FOR 18 MONTHS C u.Op E DEMOLITION NOTES 1. VERIFY EXISTING CONDITIONS IN FIELD 2. MAINTAIN EXTERIOR WEATHERPROOF EXTERIOR BUILDING ENCLOSURE EXCEPT FOR architect_ INTERRUPTIONS REQUIRED FOR REPLACEMENT OR MODIFICATIONS; TAKE CARE TO PREVENT McGRANAHAN ARCHITECTS WATER AND HUMIDITY DAMAGE. 3. PROTECT EXISTING WORK TO REMAIN: civil engineer_ PREVENT MOVEMENT OF STRUCTURE; PROVIDE RELOCATE LIGHT SHORING AND BRACING IF NECESSARY. HARMSEN&ASSOCIATES _ REMOVE AND DISPOSE OF ACT I FIXTURE SEE RCP PERFORM CUTTING TO ACCOMPLISH REMOVALS NEATLY FOR CUTTING NEW WORK. mechanical engineer_ REPAIR OR REPLACE ADJACENT CONSTRUCTION REMOVE LIGHT FIXTURE AND AND FINISHES DAMAGED DURING REMOVAL BCE ENGINEERS SALVAGE FOR OWNER.SEE ELEC. �� _ _ WORK WITH SIMILAR FINISHES. REMOVE AND DISPOSE 4. DEBRIS AND WASTE REMOVAL: REMOVE DEBRIS, L J OF ACT GRID AND TILE JUNK, AND TRASH FROM SITE. electrical engineer_ ❑ F LEAVE SITE IN CLEAN CONDITION, READY FOR BCE ENGINEERS L J WIND—BLOWN DEBRIS QUEN WORK. CFROM PUBLCLEAN UP SPILLAGE AND PRIVATE LANDS. 5. PROTECT AND SALVAGE ITEMS TO OWNER AS (E)ACT GRID AND TILES NOTED. TO REMAIN ACT CEILING AND GRID TO REMAIN LEGEND -------- EXISTING TO BE DEMOLISHED 7359 REGISTERED ARCHITECT CHRISTOPHER J.LILLLY STATE OF WASHINGTON NORTH NORTH PORTABLE 8 DEMOLITION CEILING PLAN i 4 PORTABLE 6 DEMOLITION CEILING PLAN REMOVE WHITE BOARDS&CABINETS AS REQUIRED FOR SCOPE OF WORK. RAMP UP CONFIRM REUSE WITH REMOVE AND DISPOSE OWNER,TYP. OF CARPET AND BASE _ TO ACCOMMODATE NEW WORK project_ STILLAGUAMISH VALLEY SCHOOL PORTABLES B RESTROOM IMPROVEMENT REMOVE AND D OF WALL PANELING SPOSE client_ ARLINGTON SCHOOL DISTRICT REMOVE AND DISPOSE CARPET AND BASE location- OF TO ACCOMMODATE NEW ARLINGTON,WASHINGTON WORK REMOVE WHITE Pmjed No. 1801.00 L — — — I — — — — BOARDS&CABINETS L AS REQUIRED FOR DEMOLITION SCOPE OF WORK. CONFIRM REUSE WITH OWNER,TYP. PLANS J ed_ CONSTRUCTION 04062018 UP O drawn JACJJEJ NORTH NORTH checked_ BB PORTABLE 8 DEMOLITION FLOOR PLAN(_.,_�0 PORTABLE 6 DEMOLITION FLOOR PLAN('_, 1/4'=1'-0' (D 1/4'=1'-G' A sh,,tt- ORIGINAL SHEEP I$2 D L.O copy rig hl© Z018 H 018 all rights reserved E EXHAUST FAN SEE MECH. FLOOR/CEILING PLAN NOTES FLASH/SEAL WALL 1. ALL DIMENSIONS TO FACE PENETRATION ABOVE OF STUD UNLESS NOTED CEILING OTHERWISE. EXHAUST FAN SEE MECH. architect- FLASH/SEAL WALL _ PENETRATION ABOVE GWB CEILING @ 8L '-0"AFF. McGRANAHAN ARCHITECTS CEILING FASTEN TO UNDERSIDE GWB CEILING @ 8'-0"AFF.FASTEN TO OFTRUSS civil engineer_ UNDERSIDE OF TRUSS LIGHT FIXTURE HARMSEN&ASSOCIATES PT SEE ELEC PT LIGHT FIXTURE SEE ELEC mechanical engineer_ RELOCATED LIGHT BCE ENGINEERS FIXTURE electrical engineer_ BCE ENGINEERS PATCH CEILING GRID AND PANELS TO ACCOMMODATE NEW WALL CONFIGURATION RECONFIGURE OR PROVIDE ACT GRID AND TILES TO ACCOMMODATE NEW 3'- ' WALLS ❑ ❑ ACT CEILING AND GRID TO REMAIN ❑ LEGEND NEW WALLS r\ 7359 REGISTERED \\l/ ARCHITECT EXISTING TO REMAIN CHRISTOPHER J.LILLLY STATE OF WASHINGTON NHRTH NHRTH PORTABLE 8 REFLECTED CEILING PLAN PORTABLE 6 REFLECTED CEILING PLAN 4-0 FLOOR MTD TANK TYPE WC.SEE MECH 1'-6" FLOOR MTD TANK 2X4 FURRING '_6" TYPE WC.SEE MECH O O RAMP UP \R\ /— 4 pTD 2X4 FURRING 4 I 0// 3 \\ project_ A4.1 T S A41 21 A4.1 2 I STILLAGUAMISH VALLEY SCHOOL 2X4 WD FRAME PORTABLES 6&B RESTROOM IMPROVEMENT / LAV, / CONSTRUCTION @ 16"OC TYP. client_ SD 3'-0"X 7'-0"WOOD DOOR LAV T ARLINGTON SCHOOL DISTRICT S 3'-0"X 7'-0"WOOD DOOR IN IN HM FRAME HIMFRAME location S D V ARLINGTON,WASHINGTON _ D V P D Projert No. 1801.00 EXTENT OF VINYL FLOORING 3�-4" FLOOR PLANS 2X4 WD FRAME 8-0 CONSTRUCTION @ 16"OC TYP. AND CEILING 8' 0" PORTABLE S-896 SF 6 EXTENT OF VINYL FLOORING 6 PLAN S 3 FF EL:23?ABOVE A41 PORTABLE 6-896 SF FINISH GRADE VERIFY IN FIELD GRADE ABOVE A41 GR VERIFY IN FIELD rd_ CONSTRUCTION 04,06.2018 DP O O SEE ELEC FOR PANEL LOCATION drawn JAC'JEJ NHRTH NHRTH checked_ PORTABLE 8 FLOOR PLAN 3 PORTABLE 6 FLOOR PLAN BB sheet ORIGINALSHEEf15TA'x36' A2.copyright@ 2018 all rights reserved E architect GENERAL ROOFING NOTES MCGRANAHAN ARCHITECTS HW HEATER&EXPANSION 1. PROVIDE AND INSTALL PREFINISHED,PVC COATED 22 GA GALVANIZED FLASHING AT ROOF EQUIPMENT. TANK.SEE ELEC&MECH 2. PROVIDE AND INSTALL 4 LB LEAD PIPE FLASHING MANUFACTURED TO MATCH SLOPE OF ROOF WITH STAINLESS civil engineer_ STEEL CLAMP AND SEALANT AT TOP OF FLASHING.APPLY A CANT OF ROOFING CEMENT AROUND THE PIPE, SEALING IT TO THE UNDERLAYMENT PRIOR TO INSTALLING THE METAL PIPE FLASHING.INSTALL AND SECURE HARMSEN&ASSOCIATES THE METAL JACK SO THAT THE BOTTOM FLANGE LAPS OVER ONTO THE SHINGLES.SIDE AND TOP FLANGES 3'-4"WIDEX I5"DEEP Xa"THICK SHALL HAVE SHINGLES LAPPING ONTO THE FLANGE.SHINGLES THAT LAP ONTO METAL SHALL BE LAID INTO A mechanical engineer_ PLYWOOD SHELF FACED WITH FRP BED OF ROOF CEMENT.A BEAD OF URETHANE SEALANT SHALL BE APPLIED AT THE TOP OF THE PIPE FLASHING BCE ENGINEERS AFTER THE STAINLESS BAND CLAMP HAS BEEN INSTALLED. /FRP 18"X24"MIRROR electrical engineer_ / / SEE MECH FOR PLUMBING VENT BCE ENGINEERS 0/ 0 _ LOCATIONS.FLASH VENT PIPE PER \ ROOFING GENERAL NOTE 2. \ 6"INTEGRAL VINYL COVE BASE 2 1 PORTABLE 6 EAST PORTABLE 6 SOUTH PORTABLE 8 EAST PORTABLE 8 SOUTH HW HEATER&EXPANSION TANK.SEE ELEC&MECH FRP SHELF PT FRP \ \ 18"X 24"MIRROR FRP FRP \ 1'-3' FRP SO I oil VPTD / C'�� ❑ SD 4"RUBBER BASE / 6"INTEGRAL VINYL TP PTD 7359 REGISTERED COVE BASE ARCHITECT 7 6 5 4 PORTABLE 6 FAST PORTABLE 6 NORTH PORTABLE 6 WEST PORTABLE 6 NORTH CHRISTOPHER J.LILLEY PORTABLE 8 EAST PORTABLE 8 NORTH PORTABLE 8 WEST PORTABLE 8 NORTH STATE OF WASHINGTON NORTH INTERIOR ELEVATIONS PORTABLE 8 ROOF PLAN SEE MECH FOR PLUMBING VENT LOCATIONS.FLASH VENT PIPE PER ROOFING GENERAL NOTE 2 project_ STILLAGUAMISH VALLEY SCHOOL PORTABLES6&8 RESTROOM IMPROVEMENT FACE OF WALL c l i e n t 40" ARLINGTON SCHOOL DISTRICT 54" 36" ❑ location_ 12" 42" 12" 24' ❑ ARLINGTON,WASHINGTON TPD 7p Project No. 1801.00 ROOF PLAN AND FLOORMTDTANK LAV SD PTD INTERIOR 18 PO WC.SEE MECH MR ELEVATIONS I FIXTURE MOUNTING HEIGHTS --on- issued- CONSTRUCTION 04.06.2018 dra JAC/JEJ NORTH hecked_ CL PORTABLE b ROOF PLAN(--,--� 1/4"=1'-0' � A sheet_ ORIGINAL SHEEP IS 24 copy rig hl© Z018 ^ 418 .01 at[rights reserved architect McGRANAHAN ARCHITECTS r� VTR MECHANICAL LEGEND civil engineer_ MAY EXTEND AS A HARMSEN&ASSOCIATES WASTE OR VENT 12" I SYMBOL DESCRIPTION SYMBOL DESCRIPTION MINIMUM I VTR BOOTS w mechanical engineer_ WALL I I �� CHECK VALVE(CV) — DOMESTIC COLD WATER(CW) BCE ENGINEERS ABOV7GRADE STE TEMPJPRESS.RELIEF VALVE T&PRV --� DOMESTIC HOT WATER HW electrical engineer_ AND VUPLING. ( ) ( ) ROG BCE ENGINEERS BALL VALVE SS SANITARY WASTE IS,W) STAINWALL COVER AND SCREW. PLUGGED C� PIPE DOWN 5—— — VENT(V),OR HIDDEN BELOW WASTE 12"OR AS NOTED. TEE WITH CLEANOUT 0� PIPE UP O WASTE OR VENT UP FLOO ,a a —4A— BRANCH-TOP CONNECTION n WALL CLEANOUT(WC) BELOW GRADE WASTE �T BRANCH-BOTTOM CONNECTION —0— IN LINE WASTE CONNECTION PIPE COUPLING. 118 C.I.BEND VENT PIPE FROM BRANCH-SIDE CONNECTION 30 P-TRAP BUILDING FIXTURES. FLOW DIRECTION S--I r+i BRANCH PIPE DOWN PIPING CONTINUATIO STRAINER S--'rCn—=, BRANCH PIPE UP WALL CLEANOUT VENT THROUGH ROOF �i INSTALLATION DETAIL INSTALLATION DETAIL UNION TEE&UP 2 I I DRAIN VALVE TEE 4T THERMOMETER Z ELBOWS,90°&45° PRESSURE GAGE GC GENERAL CONTRACTOR �O FLOOR DRAIN MC MECHANICAL CONTRACTOR R Sr— CROSSING LINES,NON CONNECTING EC ELECTRICAL CONTRACTOR 4�e oc COUNTERTOP PIPE CONTINUATION Raarsraos°1 we' �G COMBINATION TEMPERATURE/ PLUMBING FIXTURE SCHEDULE SSVONAL PRESSURE RELIEF VALVE Qom\\ HWTO CW SIZE UNIT FIXTURE MOUNTING MANUFACTURER AND MODEL NUMBERS W V HW CW REMARKS FIXTURES T PER PLANS NO �g WATER CLOSET TOILET: GERBER HE-20-601 SEAT RIM TO BE 12"AFF TO ACCOMMODATE CHILDREN. J/ _ _ P-1 CHILD AGE SIZE FLOOR 4" 2" 1" 1.28 GPF RUN PIPING FULL SIZE SINK: KOHLER KINGSTON K-2005 ADA COMPLIANT.PROVIDE WITH 0.5 GPM MANUFACTURER AND TERMINATE AT EXPANSION TANK EXTERIOR PER PLANS. LAVATORY FITTINGS: SYMMONS SYMMETRIX S-20 1 3 1 OPTION FAUCET. PROVIDE WITH EBC INSTITUTIONAL ADA AMTROL MODEL#ST-05. P-2 ADA WALL SUPPLIES: EBC LAH16-KC 2, 1� Y Y2 INSULATOR KIT.PROVIDE WITH BRADLEY 5594000 POINT WH BRACE TO WALL TRAP: EBC TS140 OF USE MIXING VALVE.SET MAXIMUM HOT WATER SEISMIC SEIMIC STRAPS DELIVERY TEMPERATURE TO 105°F STRAPS INSTALL ON ARCHITECTURAL EXHAUST FAN SCHEDULE project_ SHELF ABOVE LAV.SEE SNLLAGUAMISHVALLEYSCHOOL HOT WATER HEATER ARCHITECTURAL PLANS. UNIT PERFORMANCE BACKDRAFT SPEED CONTROLLED BY OR ELECTRICAL PORTABLES 6&8 RESTROOM IMPROVEMENT INSTALLATION DETAIL NO LOCATION TYPE AREA SERVED CFM EX.S.P. RPM DAMPER CONTROL INTERLOCKED WITH VOLTS 0 REMARKS client_ 3 ARLINGTON SCHOOL DISTRICt EF-1 CEILING PANASONIC FV-08 RESTROOM 80 0.1 829 YES NO 2O 120 1 1O location EF-2 CEILING PANASONIC FV-08 RESTROOM 80 0.1 829 YES NO 40 120 1 O ARLINGTON,WASHINGTON NOTES FOR EXHAUST FAN SCHEDULE: iO COORDINATE WITH EC FOR WIRING OF FAN TO LIGHT SWITCH. Project No. 1801.00 MECHANICAL LEGEND, 2O INTERLOCKED WITH LIGHT SWITCH. SCHEDULES,AND DETAILS ELECTRIC WATER HEATER SCHEDULE UNIT TANK SIZE INPUT RECOVERY(GPH) WET WEIGHT ELECTRICAL DISCONNECT NO MFR. MODEL LOCATION (GAL) KW @ 907 RISE (LB) VOLTS 0 FURN.BY REMARKS WH-1 LOCHINVAR JECO02BS ABOVE LAVATORY 2.5 1.44 7 40 120 1 0 2 3 4 WH-2 LOCHINVAR JECO02BS ABOVE LAVATORY 2.5 1.44 7 40 120 1 O 2 3 4 revision_ NOTES FOR WATER HEATER SCHEDULE 1O SINGLE POINT POWER CONNECTION.EC TO PROVIDE RECEPTICAL FOR PLUG IN. O SET TEMPERATURE AT 140°F. issued_ CONSTRUCTION 04.06.2018 O3 PROVIDE THERMAL EXPANSION TANK AMTROL MODEL NUMBER ST-05. ®PROVIDE WITH PLUG-IN CORD. drawn DL checked_ CC ,heel ORIGINAL SHEET IS 24'x 36" In\/AI copyright© 2016 1 tr 1 all rights reserved GENERAL MECHANICAL REQUIREMENTS architect McGRANAHAN ARCHITECTS PART 1-GENERAL civil engineer_ 1.01 GENERAL HARMSEN&ASSOCIATES A.ALL INSTALLATION MATERIALS,LABOR,DUCTWORK AND AIR DISTRIBUTION ENGINEERING,PIPING AND MISCELLANEOUS MATERIALS AND JOBSITE COORDINATION SHALL BE THE 2.04 PLUMBING FIXTURES RESPONSIBILITY OF THIS MECHANICAL CONTRACTOR.THIS CONTRACTOR IS TO DESIGN AND COORDINATE ALL SYSTEMS DESCRIBED HEREIN WITH ALL OTHER DIVISIONS A.THE CONTRACTOR SHALL PROVIDE TOP QUALITY,COMMERCIAL GRADE PLUMBING FIXTURES,PER PLANS OR APPROVED EQUAL. mechanical engineer_ (STRUCTURAL,ARCHITECTURAL,ELECTRICAL,CIVIL,ETC.). BCE ENGINEERS B.ALL SYSTEMS ARE TO BE PROVIDED IN COMPLETE AND OPERATIONAL CONDITION. 2.05 PIPE HANGERS AND SUPPORTS C. FURNISH EXACT LOCATION AND ELECTRICAL CHARACTERISTICS OF ALL ELECTRICAL CONNECTIONS TO MECHANICAL EQUIPMENT REQUIRING CONNECTION TO THE ELECTRICAL A. PROVIDE IN ACCORDANCE WITH CURRENT VERSION OF UNIFORM PLUMBING CODE(UPC)AND INTERNATIONAL MECHANICAL CODE(IMC). electrical engineer_ CONTRACTOR. BCE ENGINEERS D.THIS CONTRACTOR IS RESPONSIBLE FOR ALL MECHANICAL PERMITS AND FEES,AND ANY OTHER DOCUMENTATION REQUIRED BY THE LOCAL BUILDING DEPARTMENT OR AUTHORITY 2.06 PIPE INSULATION HAVING JURISDICTION. A. INSULATE ALL HOT AND COLD WATER PIPING PER 2015 INTERNATIONAL ENERGY CONSERVATION CODE(INCLUDING LOCAL AMENDMENTS). PROVIDE PIPING I.D.AND FLOW INDICATION NECESSARY TO FOLLOW THE PIPE THROUGHOUT ALL MECHANICAL AND CONCEALED SPACES. 1.02 SUBMITTALS A.SUBMITTALS TO THE OWNER SHALL INCLUDE(3)COPIES OF THE FOLLOWING: 3.01 GENERAL 1.MECHANICAL DRAWINGS FOR PLUMBING SYSTEMS. A. INSTALLATION SHALL MEET LOCAL INSPECTOR'S REQUIREMENTS AND WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY,SUBJECT TO OWNER'S APPROVAL. 2.MANUFACTURER DATA ON ALL EQUIPMENT AND MATERIALS TO BE USED. B.ARRANGE PIPING TO NOT INTERFERE WITH REMOVAL OF OTHER EQUIPMENT,DUCTS,DEVICES,OR BLOCK ACCESS TO DOORS,WINDOWS,OR ACCESS OPENINGS. C.MAKE CONNECTIONS OF DISSIMILAR METALS WITH INSULATING COUPLINGS. 1.03 OPERATION AND MAINTENANCE MANUAL FOR MECHANICAL SYSTEMS D.T-DRILL PROCEDURE FOR CONNECTING PIPES IS PROHIBITED. A.SUBMIT(2)COPIES OF THE MECHANICAL 0&M MANUALS TO THE OWNER FOR APPROVAL 14 DAYS PRIOR TO COMPLETION OF THE PROJECT. E.WATER PIPING TO BE BURIED SHALL BE 6"MINIMUM BELOW BOTTOM OF SLAB AND ENCASED IN 2"OF SAND. B. BIND 0&M MANUALS FOR MECHANICAL SYSTEMS IN THREE-RING,HARD-BACKED BINDER. PROVIDE MASTER INDEX TO BEGINNING OF MANUAL SHOWING ITEMS INCLUDED. USE PLASTIC F. SOLDER FOR POTABLE WATER PIPES SHALL BE OF A LEAD FREE TYPE. TAB INDEXES FOR SECTIONS OF MANUAL. G.PROVIDE ESCUTCHEONS WHERE PIPE PASSES THROUGH WALLS,FLOORS OR CEILINGS. C. FIRST SECTION SHALL CONSIST OF NAME,ADDRESS,AND PHONE NUMBER OF MECHANICAL,PLUMBING,SHEET METAL,AND ELECTRICAL CONTRACTORS.ALSO INCLUDE COMPLETE LIST H. INSTALLATION OF FIXTURES SHALL MEET REQUIREMENTS OF LOCAL CODES AND MANUFACTURER'S INSTRUCTIONS. OF EQUIPMENT INSTALLED WITH NAME,ADDRESS AND PHONE NUMBER OF EACH VENDOR. D. INCLUDE DESCRIPTIVE LITERATURE(MANUFACTURER'S CATALOG DATA)OF EACH MANUFACTURED ITEM.LITERATURE SHALL SHOW CAPACITIES AND SIZE OF EQUIPMENT USED AND 3.02 DOMESTIC WATER PIPING TESTS AND STERILIZATION MARKED INDICATING EACH SPECIFIC ITEM WITH APPLICABLE DATA UNDERLINED. A.TESTS:AS THE WORK PROGRESSES EACH SECTION OF THE WATER SYSTEM SHALL BE TESTED UNDER A 125 PSI HYDROSTATIC TEST HELD FOR 24 HOURS WITHOUT LOSS OF PRESSURE. SUCH E. MAINTENANCE INSTRUCTIONS SHALL INCLUDE MANUFACTURER'S MAINTENANCE INSTRUCTIONS FOR EACH PIECE OF MECHANICAL EQUIPMENT INSTALLED FOR PROJECT. INSTRUCTIONS TEST SHALL BE MADE IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. SHALL INCLUDE NAME OF VENDOR,INSTALLATION INSTRUCTIONS,PARTS NUMBERS AND LISTS OPERATION INSTRUCTIONS OF EQUIPMENT,AND MAINTENANCE AND LUBRICATION B. FLUSHING AND CHLORINATION:ALL PIPING SHALL BE FLUSHED TO REMOVE DIRT AND FOREIGN MATERIAL.AFTER FLUSHING,ALL PIPING SHALL BE CHLORINATED IN ACCORDANCE WITH INSTRUCTIONS. REGULATIONS OF THE LOCAL JURISDICTION.AFTER THE CHLORINATION PERIOD,THE CHLORINE SHALL BE DRAINED FROM THE PIPING AND THE PIPING FLUSHED. F. PROVIDE ONE COMPLETE COPY OF ALL EQUIPMENT WARRANTY REGISTRATION FORMS IN EACH MANUAL. 1.04 PRODUCT HANDLING AND PROTECTION PART 4-EXECUTION A.CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL MATERIAL,EQUIPMENT AND APPARATUS PROVIDED UNDER THIS SECTION FROM DAMAGE,WATER,CORROSION,FREEZING AND 4.01 ACCESS ig x DUST,BOTH IN STORAGE AND WHEN INSTALLED,UNTIL FINAL PROJECT ACCEPTANCE. A. PROVIDE UNOBSTRUCTED ACCESS TO ALL MAINTENANCE AND VALVE LOCATIONS. 5 c� 1.05 WARRANTIES HVAC A. IN ADDITION TO GUARANTEE SPECIFIED IN GENERAL CONDITIONS,GUARANTEE PLUMBING SYSTEMS TO BE FREE FROM NOISE IN OPERATION THAT MAY DEVELOP FROM FAILURE TO 5.01 DUCTWORK .r CONSTRUCT SYSTEM IN ACCORDANCE WITH CONTRACT DOCUMENTS. A.ALL DUCTWORK CONSTRUCTED AND SEALED PER IMC. sR10` B. PROVIDE CERTIFICATES OF WARRANTY FOR EACH PIECE OF EQUIPMENT. s�oNAt 1.06 CODES AND STANDARDS GENERAL NOTES A. THE DESIGN AND INSTALLATION SHALL CONFORM TO THE FOLLOWING CODES AND AGENCIES HAVING JURISDICTIONAL AUTHORITY: 1.AS-BUILT DRAWINGS SHALL BE PROVIDED. 1. 2015 INTERNATIONAL ENERGY CONSERVATION CODE(INCLUDING LOCAL AMENDMENTS) 2. INTERNATIONAL BUILDING CODE(LATEST APPROVED EDITION) 3. INTERNATIONAL MECHANICAL CODE(LATEST APPROVED EDITION) 4. UNIFORM PLUMBING CODE(LATEST APPROVED EDITION) 5. LOCAL SEWER AND WATER DISTRICT REQUIREMENTS 6. STATE AND COUNTY DEPARTMENT OF HEALTH 7. OCCUPATIONAL SAFETY&HEALTH ADMINISTRATION(OSHA) 8. LIFE SAFETY CODE 9. LOCAL CITY OR COUNTY BUILDING DEPARTMENT 1.09 PROJECT CLOSEOUT A.PROVIDE OWNER WITH RECORD DOCUMENTS AND OPERATIONS AND MAINTENANCE MANUALS. project_ PLUMBING S ILLAGUAMISH VALLEY SCHOOL PORTABLES 6&8 RESTROOM IMPROVEMENT PART 2-PRODUCTS client 2.01 SOIL,WASTE AND VENT PIPING ARLINGTON SCHOOL DISTRICt A.ALL ABOVE AND BELOW GROUND WASTE AND VENT PIPING SHALL BE HUBLESS CAST IRON OR SOLID WALL PVC.CAST IRON PIPING SHALL CONFORM TO ASTM A888.PVC SHALL BE TYPE DWV AND CONFORM TO ASTM D2665/D1785,D2949,AND CSA CAN/CSA-B181.2 EACH PIECE OF PIPE SHALL BEAR THE MANUFACTURER'S SERIAL NUMBER AND SHALL BE CERTIFIED BY Location_ THE MANUFACTURER TO HAVE MET THE REQUIREMENTS OF THE LATEST ASTM SPECIFICATIONS. ARLINGTON,WASHINGTON B. COUPLINGS FOR ABOVE GROUND HUBLESS CAST IRON PIPE AND FITTINGS SHALL CONSIST OF A STAINLESS STEEL COUPLING WITH NEOPRENE GASKETS CONFORMING TO ASTM C564. PVC SOLVENT CEMENTING SHALL USE PURPLE PRIMER CONFORMING TO ASTM F656.SOLVENT CEMENT NOT PURPLE IN COLOR SHALL CONFORM TO ASTM D 2564,CSA CAN/CSA-B137.3, B181.2,OR B182.1. Project No. 1801.00 C. COUPLINGS FOR BELOW GROUND HUBLESS CAST IRON PIPE AND FITTINGS SHALL BE CONSTRUCTED OF STAINLESS STEEL WITH MINIMUM WIDTH OF 3"FOR PIPE SIZES 1-1/2"TO 4". GENERAL MECHANICAL NEOPRENE GASKET SHALL CONFORM TO ASTM C564. REQUIREMENTS 2.02 PIPE A.TYPE W COPPER FOR PIPING BELOW GRADE. B.TYPE'L'COPPER FOR PIPING ABOVE GRADE INSIDE BUILDING INCLUDING WATER HEATER RELIEF PIPING. 2.03 WATER HEATERS A. PROVIDE ELECTRIC WATER HEATER PER PLANS. PROVIDE WITH 3 YEAR WARRANTY MINIMUM. revision issued_ CONSTRUCTION 04.06.2018 drawn DL checked_ CC ,heel ORIGINAL SHEET IS 24'x 36" In\/AI copyright© 2016 1 tr 1 all rights reserved 4"VENT OFFSET EXISTING FROM ROOF EDGE PROVIDE WALL CAP 4"WASTE DOWN architect_ HVAC UNIT 4"WASTE; McGRANAHAN ARCHITECTS IE 1.15'BFG SEE 4"WCOV'WENT EF CIVIL PLANS FOR civil engineer_ CONTINUATION HARMSEN&ASSOCIATES P-1 1 mechanical engineer_ BCE ENGINEERS "VTR 4 P-2 2W 1"CW.SEE CIVIL electricalengineer_ WH-1 MOUNTED ON SHELF ABOVE PLAN FOR BCE ENGINEERS INSIDE LAV AS HIGH AS POSSIBLE. CON INUATION SEE INSTALLATION DETAIL.RUN PITVALVE DOWN TO CRAWLSPACE AND DAYLIGHT NEAR HVAC UNIT WITH DOWN TURNED ELBOW. 1"CW UP TO LA VS AND UP TO WH-1 1"CWDOWWN 5 c� c� Rbarsraas°1�' SSVONAL O NORTH NORTH PORTABLE 6 PLUMBING&HVAC PLAN r PORTABLE 6 BELOW PLUMBING PLAN 4"VENT OFFSET PROVIDE WALL CAP 4"WASTE DOWN 4"WASTE; FROM ROOF E GE�, IE 1.15'BFG SEE O O O — — O CIVIL PLANS FOR rw--- — /CONTINUATION 4"WCO EF P-1 2 project_ 1"CW L S ILLAGUAMISH VALLEY SCHOOL 4"VTR I P 2 PORTABLESIMPROVEMENT WH-2MOUNTEDONSHELFABOVE 1�" ENT r2"W 1"CW.SEECIVIL client_ INSIDE LAV AS HIGH AS POSSIBLE. PLANS FOR ARLINGTON SCHOOL DISTRICT SEE INSTALLATION DETAIL.RUN P/T 1"CW UP TO CONTINUATION Location _ _Z4 VALVE DOWN TO CRAWLSPACE LAVS AN p ARLINGTON,WASHINGTON AND DAYLIGHT NEAR HVAC UNIT UP TO WH-1 WITH DOWN TURNED ELBOW. O Project No. 1001.00 1"CW DOWN PORTABALE 6&8 PLUMBING &HVAC PLANS revision issued_ CONSTRUCTION 04.06.2018 EXISTING drawn HVAC UNIT DIL NORTH NORTH checked_ PORTABLE 8 PLUMBING&HVAC PLANS PORTABLE 8 BELOW PLUMBING PLAN CC $ �� heel ORIGINAL SHEET IS 24'x 36' "O copyright© M 2016 all rights reserved E architect MCGRAMAHAN ARCHITECTS ELECTRICAL LEGEND civil engineer_ HARMSEN&ASSOCIATES SYMBOL DESCRIPTION mechanical engineer_ UONLTO /l(`?,--J'^ BCE ENGINEERS electrical engineer_ SURFACE MOUNT LED LIGHT FIXTURE WITH BATTERY BACK-UP(CIRCLE INDICATES RECESSED OR CONCEALED JUNCTION BOX) MECHANICAL EQUIPMENT CONNECTION SCHEDULE(EXHAUST FANS,AIR HANDLING UNITS,ETC) BCE ENGINEERS COLUMBIA LIGHTING#LWC4'-35-MW-E-U-ELL14.32W,3500K,LED. LOAD CIRCUIT MANUAL MAGNETIC STARTER STARTER DISC. OS COMBINATION SWITCH I OCCUPANCY SENSOR EQUIP. VOLT/PH LA I MCA HP PANEL BKR CONDUR/WIRE SIZE (NOTE 1) (NOTE 1) (NOTE 1) REMARKS EF-1 12011 22 PIS 5 1/2'C.W/(2)#12 CU& EC _ _ INTERCONNECT WITH BATHROOM //�� #12 CU GNO LIGHTING CONTROL RECEPTACLES LES EF-2 12011 22 P8 6 1/7C.W/(2)#12CU& EC _ _ INTERCONNECT WITH BATHROOM #12 CU GND LIGHTING CONTROL DUPLEX RECEPTACLE-G INDICATES GROUND FAULT CIRCUIT INTERRUPTER PROVIDE RECEPTACLE FOR PLUG-IN AT G WH C 1 12011 1470 PIS 7 112'C.W/(2)#12 CU& +7-0'AFF.COORDINATE CONNECTION DUPLEX RECEPTACLE-C INDICATES ABOVE COUNTER #12 CU GND EC REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH-IN 120UNINIEH7 AND VW1 HRO PROVIDE RECEPTACLE FOR PLUG-IN AT WH-2 12011 1440 PB & 117 C.W/(2)#12 CU& EC +7-0'AFF.COORDINATE CONNECTION JUNCTION BOX-SIZE PER CODE #12 CU GND REQUIREMENTS WITH MANUFACTURER © PRIOR TO ROUGH-IN 1201240 VOLT PANELBOARD(OR AT RATED VOLTAGE ASNOTED) nn nn��aa NOTE: 1.CONTRACTOR LISTED SHALL FURNISH AND INSTALL THE LISTED DEVICE. HOSCIEL�L�L: NIEDUS N�,iN R.� O CONSTRUCTION NOTES ��oP RA3g ��i� O J11� DEMOLITION NOTES 7-7- 8 ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINED "SLY ALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED SSYOxAL _h V AH1 MECHANICAL EQUIPMENT CONNECTION 1 GENERAL DEMOLITION NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS/HER BID ALL COSTS ASSOCIATED WITH NECESSARY DEMOLITION TO ALLOW FOR THE WORK TO BE PERFORMED AS SHOWN IN CONTRACT DOCUMENTS.THE CONTRACTOR SHALL REMOVE ALL EXISTING DEVICES, CABLES,AND RELATED APPURTENANCES FOR ELECTRICAL EQUIPMENT IDENTIFIED ON THE LEGEND TO ALLOW NEW CONSTRUCTION AND FINISH TO OCCUR AS COMPLIMENTED BY THE CONTRACT DOCUMENTS.DASHED LINES INDICATE EXISTING DEVICES AND EQUIPMENT TO BE REMOVED. 2. THESE PLANS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIAL.THE DEMOLITION SYMBOLS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREAS AND LIMITS OF WORK.THE CONTRACTOR SHALL BE FAMILIAR WITH THE project_ SITE AND CONDITIONS THERE AND SHALL NOT RELY SOLELY ON REVIEW OF THE BIDDING DOCUMENTS IN DETERMINING THE EXTENT OF STILLAGUAMISH VALLEY SCHOOL DEMOLITION WORK REQUIRED.COORDINATION OF THESE DRAWINGS WITH REQUIREMENTS FOR CONTRACT WORK IS THE RESPONSIBILITY PORTABLES 6&8 RESTROOM IMPROVEMENT OF THE CONTRACTOR.DISCREPANCIES BETWEEN OR WITHIN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER client_ IMMEDIATELY.THE CONTRACTOR SHALL PROVIDE CLARITY SKETCHES,DIAGRAMS,AND FIELD DIMENSIONS OF EXISTING CONDITIONS AT ARLINGTON SCHOOL DISTRICT THE REQUEST OF THE ENGINEER IF/WHEN CONFLICTS ARE IDENTIFIED. location 3. REMOVE ALL WIRES,CABLES AND SURFACE MOUNT RACEWAYS AND APPURTENANCES WHICH SERVE DEVICES BEING REMOVED,CUT ARLINGTON.WASHINGTON CONDUIT FLUSH TO CEILING OR WALL WHEN CONCEALED,AND SEAL OFF WITH SPRAY FOAM.ABANDON FLUSH BOXES AND NON-ACCESSIBLE CONDUIT.PROVIDE COVER PLATES FOR ALL BOXES TO REMAIN. Project No. 1801.00 4. CONTRACTOR TO REMOVE AND DELIVER TO OWNER ALL DEVICES THAT ARE IDENTIFIED BY OWNER TO BE RETAINED.ALL ITEMS NOT SO ELECTRICAL LEGEND AND IDENTIFIED SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF SITE. SCHEDULES revision issued CONSTRUCTION 04.06.2018 drawn_ SW checked_ BH sheet ORIGINAL SHEET IS 2C x 36' copyrighto 2016 E .01 all rights reserved E architect MCGRAMAHAN ARCHITECTS civil engine a _ HARMSEN&ASSOCIATES mechanical engineer_ BCE ENGINEERS electrical engineer_ BCE ENGINEERS Electrical Outline Specifications Disconnects and Fused Switches Electrical General Conditions Switches shall be heavy-duty type,with quick-break and shall be horsepower rated. • The intent of these documents is to specify the requirements for electrical components to be installed Enclosure shall have interlocking cover to prevent opening door when switch is closed. as part of the modular building package.These drawings are not intended as complete documents for Exterior enclosures shall have a raintight rating. construction of the modular building. • The modular building manufacturer is responsible for preparing and submitting complete engineered Lighting electrical drawings to the Washington State Department of Labor and Industries Factory Assembled Interior fixtures shall be steel or aluminum with3oo degrees F.,baked enamel finish or brushed finish. Structures Division for approval and labeling. All fixtures shall be LED. • The work shall comply with the latest edition of the applicable Standards and Codes of the following: Occupancy sensors shall be dual technology wall switch type. ASTM,NBFU,NEC,WAC,NESC,NEMA,NFPA,U.L,IPCEA,CBM,ETL,WSEC. Raceway • All raceways shall be GRS,IMC,or EMT unless noted otherwise. • Flexible conduits shall be permitted in 6 foot lengths to motors and lay-in light fixtures. Wires amd Cables ,iN R. • All wiring shall be copper THW or THHN for branch circuits under too amps. N$os RAsgr Ej • MC cable may be utilized for 20 amp branch circuits where allowed by code. • Conductors shall be tested with a"Megger"type tester.Feeders shall be checked to ensure phase rotations for motors and equipment. Outlets and Pull BoxesoA Bgatg, g0 �`v • Outlet and pull boxes shall be pressed steel,zinc coated,4"size minimum. �SS10NALG1 p�^� • Exterior outlet and function boxes shall be cast iron or corrosion resistant alloy compatible with �p�^ raceway. • All work in this section shall be coordinated with other trades to prevent conflicts. • Device mounting heights shall be as follows:Switches-4feet,Receptacles-18 inches,Other devices as noted on plans or in other sections of the specifications. Switches and Receptacles • Switches shall be specification grade,quiet type,white color with stainless steel plates. • "Industrial Specification Grade",Duplex NEMA 5-2oR configuration(20-Amp,12o-V01t)unless shown otherwise.Must have"rivetless ground"contact manufactured as an integral component of the external ground screw terminal.Meets Fed Spec.WC-596 Hubbell HBL5362,Cooper 5362,P&S 5362A, and Leviton 5362. • Ground-Fault Circuit-Interrupter Duplex Receptacles:NEMA 5-20R.Hubbell GF2oILA,and Cooper VGF20,for 20 Amp,125-Volt AC.Provide GFl receptacles where required by code. Motor Controllers • Magnetic motor starters shall be full voltage non-reversing with overloads.Will be equipped with "On","Off,"and"Hands-Off-Auto"switch. project- Combination motor starter/disconnects shall be equipped with fused switch. STILLAGUAMISH VALLEY SCHOOL • Manual starters shall be toggle switchtype. PORTABLES 6&8 RESTROOM IMPROVEMENT client ARLINGTON SCHOOL DISTRICT location ARLINGTON.WASHINGTON Pmjed No. 1B01.00 ELECTRICAL SPECIFICATIONS revision issued CONSTRUCTION 04.06.2018 drawn_ SW checked_ BH sheet ORIGINAL SHEET IS 2C x 36' ^/ cepyrighto 2016 F` •OL all rights reserved E architect MCGRAMAHAN ARCHITECTS civil engine a r- HARMSEN&ASSOCIATES mechanical engineer_ O BCE ENGINEERS P6-6 a lectrical engineer_ � O DEMOLITION NOTES BCE ENGINEERS OS 0 REMOVE EXISTING LIGHT FIXTURE AND CAREFULLY STORE DURING CONSTRUCTION FOR REINSTALLATION. ❑ ❑ CONSTRUCTION NOTES 1O REINSTALL EXISTING LIGHT IN NEW LOCATION.CONNECT TO NEAREST EXISTING LIGHTING CIRCUIT AND LIGHTING CONTROL SCHEME.PROVIDE NEW CONDUCTORS. O2 EXISTING PORTABLE 6 PANEL. ❑ � � ❑ � �,iN R,�A� 0 'rslONAL�G _h^O�^ V\ REFLECTED CEILING PLAN DEMOLITION REFLECTED CEILING PLAN 2O n� project_ Ll 11 STILLAGUAMISH VALLEY SCHOOL • PORTABLES 6&8 RESTROOM IMPROVEMENT EF client_ 1 ARLINGTON SCHOOL DISTRICT P- location_ W ARLINGTON.WASHINGTON OProject No. 1801.00 PORTABLE 6 ELECTRICAL PLAN PORTABLE 6 PORTABLE 6 revision issued CONSTRUCTION 04.06.2018 drawn r--� T-- - O O O O SW FLOOR PLAN DEMOLITION FLOOR PLAN checked_ NORTH BH PORTABLE 6 ELECTRICAL PLAN sheet_ ORIGINAL SHEET IS 24'x 36' capyrighto 2016 E2.01 all rights reserved E architect_ DEMOLITION NOTES McGRANAHAN ARCHITECTS O1 REMOVE EXISTING LIGHT FIXTURE AND RETURN TO OWNER. civil engineer_ T HARMSEN&ASSOCIATES PB 1 t` mechanical engineer_ BCE ENGINEERS IIf \ electrical engineer_ OS..,� ❑ t BCE ENGINEERS L J CONSTRUCTION NOTES Oi EXISTING PORTABLE 8 PANEL. I--- E 02 'rsIONALG V\ REFLECTED CEILING PLAN DEMOLITION REFLECTED CEILING PLAN 0 0 0 0 EF protect_ • STILLAGUAMISH VALLEY SCHOOL PORTABLES 6&8 RESTROOM IMPROVEMENT Lclient_ LARLINGTON SCHOOL DISTRICT H L location_ ARLINGTON.WASHINGTON OProjetl Ne. 1801.00 PORTABLE 8 ELECTRICAL PLAN PORTABLE 8 PORTABLE 8 revision I issued CONSTRUCTION 04.06.2018 O drawn SW FLOOR PLAN DEMOLITION FLOOR PLAN NOrygt checked_ PORTABLE 8 ELECTRICAL PLAN BH „N•-,gyp 1 sheet_ ORIGINAL SHEET IS 24'x 36' ce pyrighto 2016 E2.02 all rights reserved E PANEL: EXISTING PORTABLE 1 PH 3 WIRE VOLTAGE:1201240V 100A MCB PANEL: EXISTING PORTABLE 8 1 PH 3 WIRE VOLTAGE: 120/240V 100A MCB architect_ LOC: PORTABLE6 MOUNT:FLUSH FEED:TOP 100A BUS LOC: PORTABLES MOUNT:FLUSH FEED:TOP 100A BUS MCGRAMAHAN ARCHITECTS TYPE: NEMA1 POLES:12 SF MAINS:NO 10,0000 AIC MINIMUM TYPE: NEMA1 POLES:12 SF MAINS:NO 10,000OAIC MINIMUM civil an g i na a r_ LOAD CIR. CIR.BRKR CIR.BRKR CIR. Loan LOAD CIR. CIR.BRKR CIR.BRKR CIR. LOAD HARMSEN&ASSOCIATES TYPE LOAD CIRCUIT DIRECTORY N0. P AMP A B P AMP N0. CIRCUIT DIRECTORY LOAD TYPE TYPE LOAD CIRCUIT DIRECTORY NO. P AMP A B P AMP NO. CIRCUIT DIRECTORY LOAD TYPE L 640 LIGHTS 1 1 15 7360 2 2 FURNACE 6720 MO L 1248 LIGHTS 1 1 20 10368 2 2 HVAC 9120 MO mechanical engineer_ R 990 PLUGS 3 1 20 7710 60 4 6720 MO R 540 PLUGS 3 1 20 9660 90 4 9120 MO BCE ENGINEERS 5 522 1 15 6 LIGHTS 522 L R 450 PLUGS 5 1 20 450 6 electrical engineer_ 7 900 1 20 8 PLUGS 900 R 7 8 BCE ENGINEERS 9 10 9 10 11 12 11 12 1630 TOTAL THIS PANEL-> 7882 8610 TOTAL 14862 2238 TOTAL THIS PANEL-> 10818 9660 TOTAL 18240 LIGHTING(125%)=1452.50 7882 8610 TOTAL CONNECTED LOAD(VA): 16,492.00 LIGHTING(125%)=1560.00 10818 9660 TOTAL CONNECTED LOAD(VA):20,478.00 RECEPTS-10000(1009/6)=1890.00 LARGEST MOTOR(125%)=0.00 KITCHEN LOADS(65%)=0.00 TOTAL CONNECTED CURRENT(A): 68.72 RECEPTS-10000(100%)=990.00 LARGEST MOTOR(125%)=0.00 KITCHEN LOADS(65%)=0.00 TOTAL CONNECTED CURRENT(A): 85.33 RECEPTS>10000(50%)=0.00 OTHER MOTORS(100%)=13440.00 APPLIANCES(100%)=0.00 RECEPTS>100DO(50%)=0.00 OTHER MOTORS(10D%)=18240.00 APPLIANCES(100%)=0.00 RECEPTS TOTAL=1890.00 MOTOR TOTAL=13440.00 DEDICATED(100%)=0.00 TOTAL DEMAND LOAD(VA): 16,782.50 RECEIPTS TOTAL=990.00 MOTOR TOTAL=18240.00 DEDICATED(100%)=0.00 TOTAL DEMAND LOAD(VA): 20,790.00 ELECTRIC HEAT(100%)=0.00 WATER HEATERS(100%)=0.00 MISC(100%)=0.00 TOTAL DEMAND CURRENT A: 69.93 ELECTRIC HEAT(100%)=0.00 WATER HEATERS(100%)=0.00 MISC(19B%)=O.9B TOTAL DEMAND CURRENT A: 86.63 NOTES: L=LIGHTING,R=RECEPTACLES,H#LECTRIC HEAT,ML=LARGEST MOTOR,MO=OTHER MOTORS,WH=WATER HEATERS,K=KITCHEN LOADS,A=APPLIANCES, NOTES: L=LIGHTING,R=RECEPTACLES,H#LECTRIC HEAT,ML=LARGEST MOTOR,MO-=OTHFR MOTORS,V14i=WATER HEATERS,K=KITCHEN LOADS,A=APPLIANCES, D=DEDICATED,X=MISC,SF=SUB FEED D=DEDICATED,X=MISC,SFSUB FEED PANEL: EXISTING PORTABLE 6(REVISED) 1 PH 3 WIRE VOLTAGE: 1201240V 100A MCB PANEL: EXISTING PORTABLE 8(REVISED) 1 PH 3 WIRE VOLTAGE: 120/240V 100A MCB LOC: PORTABLE 6 MOUNT: FLUSH FEED:TOP 100A BUS LOC: PORTABLE 8 MOUNT: FLUSH FEED:TOP 100A BUS TYPE: NEMA 1 POLES:12 SF MAINS:NO 10,0000 AIC MINIMUM TYPE: NEMA1 POLES:12 SF MAINS: NO 10,0000 AIC MINIMUM LOAD CIR. CIR.BRKR I CIR.BRKR CIR. LOAD Loan CIR. CIR.BRKR CIR.BRKR CIR. LOAD TYPE LOAD CIRCUIT DIRECTORY NO. P AMP A B P AMP NO. CIRCUIT DIRECTORY LOAD TYPE TYPE LOAD CIRCUIT DIRECTORY NO. P AMP A B P AMP N0. CIRCUIT DIRECTORY LOAD TYPE L 640 LIGHTS 1 1 15 7360 2 2 FURNACE 6720 H L 1280 LIGHTS 1 1 20 10400 2 2 HVAC 9120 HiN R, R 900 PLUGS 3 1 20 7620 60 4 6720 H R 720 PLUGS 3 1 20 9840 90 4 9120 H 1 MO 22 EF-1 5 1 20 576 1 15 6 LIGHTS 554 L R 450 PLUGS 5 1 20 472 1 20 6 1 EF-2 22 MO 1 1 WH 1440 WH-1 7 1 20 2520 1 20 8 PLUGS 1080 R 7 1440 1 20 8 HW-2 1440 WH 1 9 10 9 10 1 .4. 11 12 11 1 12 �A�SA"CIs S 3002 TOTAL THIS PANEL-> 7936 10140 TOTAL 15074 2450 TOTAL THIS PANEL-> 10872 11280 TOTAL YONAL 19702 LIGHTING(125%)=1492.50 1 7936 1 10140 1 TOTAL CONNECTED LOAD(VA): 18,076.00 LIGHTING(125%)=1600.00 10872 11280 TOTAL CONNECTED LOAD(VA): 22,152.00 RECEPTS-10000(100%)=1980.00 LARGEST MOTOR(125%)=0.00 KITCHEN LOADS(65%)=0.00 TOTAL CONNECTED CURRENT(A): 75.32 RECEPTS-10000(100%)=1170.00 LARGEST MOTOR(125%)=0.00 KITCHEN LOADS(65%)=0.00 TOTAL CONNECTED CURRENT(A):92.30 RECEPTS>70000(50%)=0.00 OTHER MOTORS(10D%)=22.DO APPLIANCES(100%)=0.00 RECEPTS>10000(50%)=0.00 OTHER MOTORS(100%)=22.00 APPLIANCES(100%)=0.00 RECEIPTS TOTAL=1980.00 MOTOR TOTAL=22.00 DEDICATED(100%)=0.00 TOTAL DEMAND LOAD(VA): 18,374.50 RECEIPTS TOTAL=1170.00 MOTOR TOTAL=22.00 DEDICATED(10D%)=0.00 TOTAL DEMAND LOAD(VA): 22,472.00 ELECTRIC HEAT(100%)=13440.00 WATER HEATERS(100%)=1440.00 MISC(100%)=0.00 TOTAL DEMAND CURRENT A: 76.56 ELECTRIC HEAT(100%)=18240.00 WATER HEATERS(100%)=1440.00 MISC(100%)=0.00 TOTAL DEMAND CURRENT A:93.63 NOTES: L=LIGHTING,R=RECEPTACLES,H#LECTRIC HEAT,ML=LARGEST MOTOR,MOTHER MOTORS,VAi=WATER HEATERS,K=KITCHEN LOADS,A=APPLIANCES, NOTES: L=LIGHTING,R=RECEPTACLES,H=ELECTRIC HEAT,ML=LARGEST MOTOR,MOTHER MOTORS,VA7=WATER HEATERS,K=KITCHEN LOADS,A=APPLIANCES, D=DEDICATED,X=MISC,SFSUB FEED DEDICATED,X=MISC,SF=SUB FEED project_ CONSTRUCTION NOTES STILLAGUAMISH VALLEY SCHOOL PORTABLES 6&8 RESTROOM IMPROVEMENT 1O PROVIDE NEW 1 P-20A CIRCUIT BREAKER IN EXISTING SPACE. client_ O2 SERVICE DISCONNECT. ARLINGTON SCHOOL DISTRICT location ARLINGTON.WASHINGTON Pmject Ne. 1B01.00 ELECTRICAL ONE-LINE DIAGRAM AND PANEL SCHEDULES PORTABLE PORTABLE EXISTING EXISTING revision PANEL'P6' PANEL'P8' 100A MCB, 100A MCB, O2401120V, O 240/12OV, 5 c 10,3W 2 c 10,3W issued- EXISTING UTILITY POINT OF Cd d 4775AIC CONSTRUCTION 04.06.2018 TRANSFORMER SERVICE 4481 AIC CONNECTION #6 CU GND #6 CU GND (3)#1 CU drawn TO UTILITY POINT OF CONNECTION _ SW (1)1-1/2"C.W/ (3)#1 CU checked_ BH sheet ORIGINAL SHEEP IS 2C x 36' _FE . 1 cepyrighto 2016 all rights reserved