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Home My WebLink About404 N Olympic Ave_BLD4169_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 404 N OLYMPIC AVE Permit#: 4169 Parcel#: 00529900800902 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work: Phase 1I completion of work,regarding and replacement of existing Valuation:498104.00 asphalt and concrete,new roof,new HVAC and new storefront at lobby OWNER APPLICANT CONTRACTOR CITY OF ARLINGTON Carletti Architects Trico Companies LLC 238 N OLYMPIC AVENUE 116 E Fir Street, Suite A 15066 Josh Wilson Road ARLINGTON,WA 98223 Mount Vernon,WA 98273 Burlington,WA 98233 3604240394 ext101 360-757-2373 LIC:TRICOCL886Q8 EXP: 11/28/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Trico Companies LLC 15066 Josh Wilson Road Burlington,WA 98233 360-757-2373 LIC#: TRICOCL886Q8 EXP: 11/28/2022 LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2018 STORIES: CONST. TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. 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 and coded City of Arlington#3101. Signature Print Name Date Released By atc CONDITIONS Approved job copy shall be onsite for inspections.Adhere to approved plans.Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/08/2021 Building Permit $4,845.79 12/08/2021 Processing/Technology $25.00 12/08/2021 State Surcharge-Commercial $25.00 12/08/2021 Building Plan Review $3,149.76 Total Due: $8,045.55 Total Payment: $0.00 Balance Due: $8,045.55 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon PERMIT FEE WAIVER REQUEST ,b,��• Community&Economic Development '�' i��Le► City of Arlington- 18204 59th Ave NE-Arlington,WA 98223 •Phone(360)403-3551 PER THE CURRENT FEE RESOLUTION Section 1.Fgcs and Charges—General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable, 1.2 Prices. In some instances, the City provides certain goods and merchandise for sale, Prices ` for these goods may be included in this resolution. 1.3 Payment Due. Fees are due at the time the action is requested (e.g,, at time of application) or occurs (e.g., prior to a specific action), An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency, NOTE. State Surcharge Fees cannot be waived. Permit Number: BLD-4169 Total Amount: $ 8,045.55 Staff Requesting Fee Waiver: Sal ail L 0 f) PQIA ft( �taff Department: Staff Email: Pt _Z t';�k O- ►A'h4.46,�✓ Staff Phone It:�!o Reason for Waiver: C_4'Jj ?. C- f Council Workshop Date: _I Ap L 2. Council Approval Date.: Signatory Authority: Print Narne: �tY Gt� L`ol -t Z CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ 3,149.76 Permit Fee(s) $_4,845_79_ Processing Technology Fee $ 25,00 St�iie Surcharge Fee $ 25.00� Other: $ - -- - --- -- Other: $ ACCEPTED BY DATE STAMP l..., Vagu I nl f JL Permit#: 4169 Permit Date: 10/04/21 Permit Type: Project Name: Arlington Innovation Center Phase II Company/Applicant Carletti Architects Name: Company/Applicant 116 E Fir Street, Suite A Address: City, State, Zip: Mount Vernon, WA 98273 Contact: Peter Carletti Phone: 3604240394 ext 101 Email: peter@carlettiarchitects.com Permit Type: Commercial Alteration Valuation: 300000.00 Square Feet: 1080 Number of Stories: 1 Type of VB Construction: Occupancy Type: B; Business Scope of Work: Phase II completion of work, regarding and replacement of existing asphalt and concrete, new roof, new HVAC and new storefront at lobby MIC/Opportunity Zone: Permit Issued: Permit Expires: 04/02/2022 DNU: Status: IN PROCESS Assigned To: Ameresia Lawlis Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00529900800902 404 N OLYMPIC AVE CITY OF 641 Automobile ARLINGTON Repair&Services Plan Reviews Date Review Type Description Assigned To Review Status 10/04/2021 Commercial T.I. BUILDING In Review Notes Date Note Created By: 10/04/2021 Contractor TBD Ameresia Lawlis Gt.y • COMMERCIAL APPLICATION PERMIT SUBMITTAL 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 CommerciallMulti»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 delay the review. ED 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 Comm ercial/Mu It!-Fa mi ly Submittal Requirements Form ® Two (2)Architectural Drawings ® Two (2) Structural Drawings x❑ Two (2) Structural Calculations NA ❑ One (1) Project Specification Manuals(if applicable) ❑X 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 tocedParlingtonwa.gov. I acknowledge that all Items designated above are Included as part of this application. Received SEP 2 9 2021 WqLLA REV 11/2019 Page 1 of 9 COMMERCIAL APPLICATION '�t•nr, PERMIT SUBMITTAL 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 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Cade(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2017 Accessible&Usable Buildings and Facilities(ICCfA11 T1) Washington State Amendments 1. WAG 51-50 Washington State Building Code 2. WAG 51-51 Washington State Residential Code 3, WAG 51-52 Washington State Mechanical Code 4. WAG 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAG 51-11 Washington State Energy Code 7. WAG 296-46B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 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 11i2019 Page 2 of 9 .: I I I 1T Y Q� COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 DETAILED SUBMITTAL REOUIREMENTS 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) S. 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 118"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. REV 11f2019 Page 3 of 9 J I ■ 1 1 L�K y O� COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223- Phone(360) 403-3551 j) Show the location of all new walls, doors,windows, etc. 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 118"minimum scale. Details a minimum Yvinch 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. f) 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. NA 5. L7 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. ® SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare NA 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 106A. D. WASHINGTON STATE ENERGY CODE NA 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 Phase II completion of the City of Arlington's Innovation Center. Project involves regrading for replacment of existing asphalt and concrete, new storefront at lobby, new roof and new HVAC. REV 1 V2019 Page 4 of 9 ii COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave PIE• Arlington,WA 98223• Phone(360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are Issued separately.Mechanical,electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current inforrnation, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 11/2019 Page 5 of 9 I �� I Y COMMERCIAL APPLICATION 'Y PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE- Arlington,WA 98223! Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMATTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OFINTENDED USE. Name of Project: Arlington Innovation Center Phase II Valuation: $300,000 Project Address: 404 N. Olympic Avenue Arlington, WA 98223 Parcel ID If: 00529900800902 Legal Description MC MAHONS 1ST ADD TO ARL BLK 008 D-00 S 76 FT OF LOTS 9&10E 10FT OF S 76FT LOT 11 Owner: City of Arlington Phone Number: 360-403-3441 Address:238 N. Olympic Drive City:Arlington State: WA Zip Code: 98223 Architect —Engineer: Carletti Architects, P.S. Peter Carletti Phone Number: 360-424-0394 ext. 101 Cell Phone: E-mail: peter@carlettiarchitects.com Address: 116 E. Fir Street, Suite A City: Mount Vernon State: WA Zip Code: 98273 General Contractor: To be determined via public bid process Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Contractor's License Number: Expiration: Contact Person: Carletti Architects, P.S. Peter Carletti Phone Number: 360-424-0394 ext. 101 Cell Phone: E-mail: Peter cbcarlettiarchitects.com Address: 116 E. Fir Street, Suite A City: Mniint Vernon State: wA Zip Code: AI3273 Proposed Scope of Work: Phase II completion of work. regrading and replacement of existing asphalt and concrete new roof, new HVAC, new storefront at lobby REV 1 f12019 Page 6 of 9 � < .a. I ti� I I 1�Y 4fi COMMERCIAL APPLICATION �W a G PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223: Phone(360) 403-3551 Project Name/Tenant City of Arlington Innovation Center Phase II Site Address_ 404 N. Olympic Avenue Arlington, WA 98223 Bldg/Unit/Suite IBC Construction Type VB IBC Occupancy Type. B Description of Use office space and meeting facility Building Square Footage. ('?Sc; Number of Stories 1 Square Footage Per Floor 1.08o Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials none ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq it)or canopies (>400 sq ft) Provide details on any o! the above checked items: one of the ahovp Installation,changes,modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 11/2019 Page 7 of 9 y �� I I Y. COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 Name of Project: City of Arlington Innovation Center Phase II Project Address.. 404 N. Olympic Avenue Special Inspection Firm: Geotest Address: 741 Marine Drive Bellingham,WA 98225 Contact Person: Jeremy Wolf Phone: _(360)733-7318 ext.103 Email. jeremyw@geotest-inc.com Special Inspection Firm Special Inspectors: The Special inspection Firm of Geotest will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed)_ ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete if any is required but per the drawings none are required ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( } High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department_ A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports,on site,for review. REV 11/2019 Page 0 of 9 i I 1�A Dfi COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 15204 59th Ave NE- Arlington,WA 98223• Phone(360) 403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prier to work shown on the revisions being performed. Owner: The project owner,or the architect or engineer acting as the owners agent,shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector.In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Date: I hereby certify tha f bove information is correct and that the construction on,and the occupancy and the use of the above-described property will be inr with the laws,rules and regulation of the State of Washington. Appli ts ature Peter Carletti Carletti Architects_ P.S. ` v Print Applicants Name Date FOR STAFF USE ONLY Permit# Aocepted By Amount Received Recelpt# Date Recelved REV 11/2019 Page 9 of 9 t 1 .'A =; - STRUCTURAL CALCULATIONS FOR ARLINGTON INNOVATION HVAC ARLINGTON, WA August 12, 2021 OFFICE COPY ITEM PAGE Calculations................................................................................................ 1 to 15 M. J4 OF AS, rC' O h ally sign d by an lrt •, anicki.P .SE e:2021.0 .23 :44-07 ' 46132 �0� GCTURAL StoNAL ENG Received SEP 2 9 2021 ed-LA ) Seattle Mount Vernon Federal Way Whidbey Island 9706 41"Ave NE Suite 300 2210 Riverside Dr,Suite 110 31620 23rd Ave S,Suite 307 1796 E Main St,Suite 105 Seattle,WA 98115 Mount Vernon,WA 98273 Federal Way,WA 98003 Freeland,WA 9824 tel 206.523.0024 tel 360.899.1110 tel 206.523.0024 tel 360.331.4131 Arlington Innovation HVAC Calc Cover ., - - - �' �. ,� I I 1 1 1 Date: 8/6/707 P 1 ® Made By: JDN Project: Arlington Innovation Description: Design Criteria Design Cntena Code: 20181nternational Building Code Seismic: Latitude= 48.19622 North Longitude= 122.126 West Spectral Response Acceleration, Ss&S1 = 1.034&0.369 Spectral Response Acceleration, Sds= 0.749 Soil Site Class, Fa = 1.087 Amplification Factor, a P =2.5 Response Modification Factor, R P =6.0 Wind: Exposure = B Basic Wind Speed= 110 mph Topographical Terrain= Flat Kzt= 1.00 Live Loads: Roof= 25 psf Roof Dead Load: 200 joist at 16"o.c.... 6 2x12 at 12"o.c. (decking).. .. 8 18 GA metal decking..... 3 Waterproofing.......... 2 Wood Sheathing............ 1.5 Insulation....................... 1.5 Misc....................... 1.5 Total= 23.5 Use= 25psf DCG i f �: �� 2 2 OSHPD Arlington Innovation Center 404 N Olympic Ave, Arlington, WA 98223, USA Latitude, Longitude: 48.1962298, -122.126643 o st Moe's on Olympic KC's Vehicle Licensing w SO® j E sm St Rocket Alley Bar&1 Gri 70 0 Presidents � � N N v Playa Bonn Elementary ch€ c�i r z > � cep Q BLUE BIRD CAFEQ g o Go gle E 3rd St Map data 02021 Date 8/4/2021,12:58:42 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D-Stiff Soil Type Value Description SS 1.034 MCER ground motion.(for 0.2 second period) S1 0.369 MCER ground motion.(for 1.0s period) SMS 1.123 Site-modified spectral acceleration value SM1 null-See Section 11.4.8 Site-modified spectral acceleration value SIDS 0.749 Numeric seismic design value at 0.2 second SA SD1 null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null-See Section 11 4 8 Seismic design category Fa 1.087 Site amplification factor at 0.2 second Fv null-See Section 11.4 8 Site amplification factor at 1 0 second PGA 0 439 MCEG peak ground acceleration FPGA 1.161 Site amplification factor at PGA PGAm 0.51 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 1.034 Probabilistic risk-targeted ground motion.(0.2 second) SsLlH 1.134 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1RT 0.369 Probabilistic risk-targeted ground motion.(1.0 second) S1 UH 0.414 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1D 0.6 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) DCG i I �� 3 3 EQ EQ EQ p -L-.j l m J RTU-1 MECH BEAM 1 (� IN650# w m J MECH BEAM 1 C� W MECH BEAM 2 RTU-21 EXISTING RAFTERS 550# TO REMAIN ❑ MECH BEAM 2 Q -- HATCH INDICATES NEW MECHANICAL UNITS ROOF KEY PLAN SCALE: 1/8" = 1'-0" DCG V 4 4 Timm' Product Specifications MODEL 4YCC4024AI060A 4YCC4030AI070A 4YCC4036AI070A 4YCC4036A1090A Motor—HP/R.RM. 1/34/3350 1/34/3290 1/34/3290 1/34/3075 Volts/Ph/Hz 230/1/60 230/1/60 230/1/60 230/1/60 FLA .20 .20 .20 .24 FILTER/FURNISHED NO NO NO NO Type Recommended THROWAWAY THROWAWAY THROWAWAY THROWAWAY Recmd.Face Area(sq.ft)(h) 4.0 4.0 4.0 4.0 REFRIGERANT R-410 R-410 R-410 R-410 Charge(lbs.) 5.24 6.94 7.2 7.2 CHARGING SPECIFICATIONS Subcooling 120 110 110 110 GAS PIPE SIZE(in.) 1/2 1/2 1/2 1/2 DIMENSIONS HXDXW HXDXW HXDXW Crated(in.) 46 X 45 X 52 46 X 45 X 52 48 X 45 X 52 48 X 45 X 52 WEIGHT Shipping(lbs.)/Net(lbs.) 432/358 451/377 438/374 453/379 (a) Rated in accordance with AH rd rating conditions are:80 D.B.67 W.B.entering air to indoor coil.95 D.B.entering air to outdoor coil. (b) Sound Power values are not adjusted for AHRI 270-95 tonal corrections. M Ratings shown are for elevations up to 2000 ft.For higher elevations reduce ratings at a rate of 4%per 1000 ft.elevation. (d) Convertible to LPG. (e) This value is approximate.For more precise value,see Unit Nameplate. (r) Standard Air—Dry Coil—Outdoor. (9) Based on U.S.Government Standard Tests. (h) Filters must be installed in return air stream.Square footages listed are based on 300 f.p.m.face velocity.If permanent filters are used size per manufacturer's recommendation with a clean resistance of 0.05"W.C. WORST CASE IS RTU-1 650LBS INSTALLED TRMIE (PER MECH PLANS) Product Specifications MODEL 4YCC4041BA1090A 4YCC4060A1090A 4YCC406OA1115A Charge(lbs.) 7.5 9.65 9.65 CHARGING SPECIFICATIONS Subcooling 100 110 110 GAS PIPE SIZE(in.) 1/2 4 1/2 1/2 DIMENSIONS HXDXW HXDXW HXDXW Crated(in.) 50 X 47 X 62 50 X 47 X 62 50 X 47 X 62 WEIGHT Shipping(lbs.)/Net(lbs_) 557/453 580/476 586/482 (a) Rated in accordance with AHRI Stands Ions are:60 D.B.67 W.B.entering air to Indoor coil.95 D.B.entering air to outdoor coil. (b) Sound Powervalues are not adjusted for AHRI 270-95 tonal corrections. W Ratings shown are for elevations up to 2000 ft.For higher elevations reduce ratings at a rate of 4%per 1000 ft.elevation. (d) Convertible to LPG. (e) This value Is approximate.For more precise value,see Unit Nameplate. (r) Standard Air—Dry Coil—Outdoor. M Based on U.S.Government Standard Tests. (h) Filters must be Installed in return airstream.Square footages listed are based on 300 f.p.m.face velocity.If permanent filters are used size per manufacturer's recommendation with a clean resistance of 0.05"W.C. DCG I �, I I �� 5 5 Date: 8/6/21 Designed By: JDN Project: Arlington Innovation Description: Sesimic Load of Non-Structural Componen Fp - 0.4a SDSIPWP (1 + 2 (ASCE 13.3-1) (Rph p) h/ O.3SDSIpWp <_ Fp <_ 1.6SDSIpWp (13.3-2 &13.3-3) Sd,= 0.749 Component Weight,Wp= 650 Ibs Importance Factor, IP= 1.0 (Section 13.1.3) Amplification Factor,ap= 2.5 (Table 13.5-1 or 13.6-1) Response Modification Factor, RP= 5.0 Component Height in Structure,z= 15.25 ft Average Roof Height, h= 13.25 ft z/h= 1.00 (need not exceed 1.0) Fp= 292.11 Ibs (13.3-1) Fp>_ 146.055 Ibs (13.3-2) Fp:5 778.96 Ibs (13.3-3) Design Force, Fp = 292.11 Ibs (LRFD) Design Vertical Force, Fps _ ± 97.37 Ibs (LRFD) Ht to Center of Gravity= 4 ft max OTM= 818 ft-Ibs(ASD) RM = 1560 ft-Ibs(ASD) Net Uplift= None ft-Ibs(ASD) Lag capacity= 250 Ibs/lag Minimum#of lags= 4 * (minimum is 4, (1)per corner) DCG .. �� I 1 I 1 6 6 Date: 8/6/21 DC G Designed By; JDN Project: Arlington Innovation Description: Wind Load on Other Structures Fh = Qh(GCr)Af (ASCE 29.4-2) qh = 0.002S6KzKztKdV2 (ASCE 29.3-1) Kz= 0.66 (Table 29.3-1) Kzt= 1.0 Kcl= 0.85 (Table 26.6-1) V= 110 mph qh = 17.4 GCr= 1.9 Af= 25 ft Design Force, Fh = 825.43 Ibs (LRFD) Ht to Center of Force= 3 ft max OTM= 1733 ft-Ibs(ASD) RM= 1170 ft-Ibs(ASD) Net Uplift= 563 ft-Ibs(ASD) ASSUMES A 6' MAX PROJECTION ABOVE ROOF PLAN CAPACITY OF (4)1/2"x6" LAGS: SHEAR = 255*4 = 1020lbs (4) LAGS OK WITHDRAWL = 11041bs/LAG OK DCG i NAT101 DESIGN SPECIFICATION FOR WOOD • Table 12.2A Lag Screw Reference Withdrawal Design Values,W1 Tabulated withdrawal design values(W)are in pounds per inch of thread penetration into side grain of wood member. Len th of thread lwiictration in main member shall not include the length of the tapered tip see 12.2.1.1). Specific Gravity, LaLy Se ew Diameter D G2 1/4" 5/16" 3/8" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1-1/8" 1-1/4" 0.73 397 469 538 604 668 789 905 1016 1123 1226 1327 0.71 381 450 516 579 640 757 868 974 1077 1176 1273 0.68 357 422 484 543 600 709 813 913 1009 1103 1193 0.67 349 413 473 531 587 694 796 893 987 1078 1167 0.58 281 332 381 428 473 559 641 719 795 869 940 0.55 260 307 352 395 437 516 592 664 734 802 868 0.51 232 274 314 353 390 461 528 593 656 716 775 0.5(► 225 266 305 1 342 378 447 513 576 636 695 752 0.49 218 258 296 332 367 434 498 559 617 674 730 0.47 205 242 278 312 34J 408 467 525 580 634 686 0.46 199 235 269 302 334 395 453 508 562 613 664 0.44 186 220 252 283 312 369 423 475 525 574 621 0.43 179 212 243 273 302 357 409 459 508 554 600 0.42 173 205 235 264 291 344 395 443 490 535 579 0.41 167 198 226 254 281 332 381 428 473 516 559 p 0.40 161 190 218 245 271 320 367 412 455 497 538 C 0.39 155 183 210 236 261 308 353 397 438 479 518 m 0.38 149 176 202 227 251 296 340 381 422 461 498 1 0.37 143 169 194 218 241 285 326 367 405 443 479 M 0.36 137 163 186 209 231 273 313 352 389 425 460 m D 0.35 132 156 179 200 222 262 300 337 373 407 441 � 0.31 1 110 1 130 1 149 1 167 1 185 1 218 1 250 1 281 1 311 1 339 1 367 m I. Tabulated withdrawal design values,W,for lag screw connections shall be multiplied by all applicable adjustment factors(see Table 11.3.1). z 2. Specific gravity,G,shall be determined in accordance with Table 12.3.3A. M r� N ASD CAPACITY PER LAG: 367lbs/in / 2 = 184lbs/in 6" embed = 1104lbs withdrawal capacity DCG �' �, r '� • I 106 DOWEL-TYPE Table 12K LAG SCREWS: Reference Lateral Design Values,Z,for Single Shear (two member)Connections',2,3,4 for sawn lumber or SCL with ASTM A653,Grade 33 steel side plate(for is<1/4")or ASTM A 36 steel side plate(for is=1/4") LU (tabulated lateral design values are calculated based on an assumed length of lag screw penetration,p,into the main member equal to 8D) W N l0 4 � N 1 N d>O ) E Nn ry a tL tL IL Z d U 0 (n a U m rn it M LL N n $ m E E Y rn E O 3 rt �, m m co r m m x o o 'o 'o aEi m a �a m n a"'i a�'i p W O 1Y (Dto O o U o? C7 0 x (7 x U` m U` 'aL7 Lu La�� U' z 1s D ZII Z1 ZII Zl ZII Zl 72 Zl ZII Zl ZII Zl ZII Zl 41 Zl ZII Zl ZII Zl in. In. I Ibs, lbs. Ibs, lbs. I Ibs. lbs. Ibs lbs. lbs. lbs. lbs, lbs. Ibs. lbs. Ibs, lbs. I Ibs. Ibs. lbs. Ibs. 0.075 1/4 170 130 160 120 150 110 150 110 150 100 140 100 140 100 130 90 130 90 130 90 (14 9MO, 5/16 220 160 200 140 190 130 190 130 190 130 180 120 180 120 170 110 170 110 160 100 3/8 220 160 200 140 200 130 190 130 190 120 180 120 180 120 170 110 170 100 170 100 0.105 1/4 180 140 170 130 160 120 160 120 160 110 150 110 150 110 140 100 140 100 140 90 (12 99& 5/16 230 170 210 150 200 140 200 140 190 130 190 130 190 120 180 110 170 110 170 110 3/8 230 160 210 140 200 140 200 130 200 130 190 120 190 120 180 110 180 110 170 110 0.120 114 190 150 180 130 170 120 170 120 160 120 160 110 160 110 150 100 150 100 140 100 (11gap 5/16 230 170 210 150 210 140 200 140 200 140 190 130 190 130 180 120 180 120 180 110 3/8 1 240 170 220 150 210 140 210 140 200 130 200 130 190 120 180 110 180 110 180 110 0.134 1/4 200 150 180 140 180 130 170 130 170 120 160 120 160 110 150 110 150 100 150 100 (10 g"O 5/16 240 180 220 160 210 150 210 140 200 140 200 130 200 130 190 120 180 120 180 120 318 240 170 220 150 220 140 210 140 210 140 200 130 200 130 190 120 190 120 180 110 0.179 1/4 220 170 210 150 200 150 200 140 190 140 190 130 190 130 180 120 170 120 170 120 (7 gage) 5/16 260 190 240 170 230 160 230 160 230 150 220 150 220 150 210 130 200 130 200 130 3/8 270 190 250 170 240 160 240 160 230 150 220 140 220 140 210 130 210 130 200 130 0.239 1/4 240 180 220 160 210 150 210 150 200 140 190 140 190 130 180 120 180 120 180 120 (3 gage) 5/16 300 220 280 190 270 180 260 180 260 170 250 160 250 160 230 150 230 150 230 140 3/8 310 220 280 190 270 180 270 180 260 170 250 160 250 160 240 140 230 140 230 140 7116 420 290 390 260 380 240 370 240 360 230 3M 220 350 220 330 200 330 200 320 190 112 510 340 470 300 460 290 450 280 440 270 430 260 420 260 400 240 400 230 390 230 5/8 770 490 710 430 680 400 680 400 660 380 640 370 630 360 600 330 590 330 580 320 3/4 1110 670 1020 590 980 560 970 550 950 530 920 500 910 500 860 450 850 450 840 440 718 1510 880 1390 780 1330 730 1320 710 1280 690 1250 650 1230 650 1170 590 1160 590 1140 570 1 1940 1100 1780 960 1710 910 17001 890 1 1650 860 1600 820 1590 810 1 1500 740 1480 730 1460. 710 1/4 1/4 240 180 220 160 210 150 210 150 200 140 200 140 190 130 180 120 180 120 180 120 5/16 310 220 280 200 270 180 270 180 260 170 250 170 250 160 230 150 230 150 230 140 3/8 320 220 290 190 280 180 270 180 270 170 260 160 250 160 240 150 240 140 230 140 7/16 480 320 "0 280 420 270 420 260 410 250 390 240 390 230 370 220 360 210 360 210 1/2 500 390 540 340 520 320 510 320 500 310 480 290 480 290 460 270 450 260 440 260 5M am 530 780 470 750 44b 14U 440 720 420 700 400 690 400 660 370 650 360 640 350 3/4 1200 730 1100 640 1060 600 1050 590 1020 570 9M 540 980 SM 930 490 920 480 900 470 7/8 1600 930 1470 820 1410 770 1400 750 1360 720 1320 690 1310 680 1240 630 1220 620 1200 600 1 2040 1150 1870 1000 1800 950 1780 930 1730 900 1680 850 1 1660 840 1 1570 770 1 1550 760 1 1530 740 1. Tabulated lateral design values,Z,shall be multiplied by all applicable adjustment factors(see Table 11.3.1). 2. Tabulated lateral design values,Z,are for"reduced body diameter"lag screws(see Appendix Table L2)inserted in side grain with screw axis perpendicular to wood fibers;screw penetration,p,into the main member equal to 8D;dowel bearing strengths,F,„of 61,850 psi for ASTM A653,Grade 33 steel and 87,000 psi for ASTM A36 steel and screw bending yield strengths,F,,,of 70,000 psi for D=1/4",60,000 psi for D=5/16",and 45,000 psi for D>3/811. 3. Where the lag screw penetration,p,is less than 8D but not less than 4D,tabulated lateral design values,Z,shall be multiplied by p/8D or lateral design values shall be calculated using the provisions of 12.3 for the reduced penetration. 4. The length of lag screw penetration,p,not including the length of the tapered tip,C(see Appendix Table 1-2),of the lag screw into the main member shall not be less than 4D. See 12.1.4.6 for minimum length of penetration,p ,,,. ASD SHEAR CAPACITY PER LAG: 510lbs / 2 = 255lbs DCG •W R T E'•® MEMBER REPORT PASS Roof, Mech Beam 1 1 piece(s)4 x 10 DF No.2 k 14 9 9 ® a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual p Location Allowed Result LDF Load:combination(Pattern) System:Floor Member Reaction(Ibs) 686 @ 2" 7656(3.50") Passed(9%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Building Use:Commercial Shear(Ibs) 469 @ 1'3/4" 3497 Passed(13%) 0.90 1.0 D(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 1977 @ 6'2 1/8" 5615 Passed(35%) 1.25 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.063 @ 7'3 1/2" 0.475 Passed(L/999+) 1.0 D+1.0 Lr(All Spans) Total Load Defl.(in) 0.196 @ 7'1 3/16" 0.712 Passed(L/872) 1.0 D+1.0 Lr(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Availble Required Dead Roof Live Total Accessories 1-Beam-GLB 3.50" 3.50" 1.50" 504 182 686 None 2-Beam-GLB 3.50" 3.50" 1.50" 308 182 490 None Lateral Bracing Bracing Intervals comments Top Edge(Lu) 14'7"o/c Bottom Edge(Lu) 14'7"o/c -Maximum allowable bracing intervals based on applied bad. Dead Roof Live Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) comments 0-Self Weight(PLF) 0 to 14'7" N/A 8.2 -- 1-Point(lb) 1'6" N/A 163 unit reaction 1 2-Point(Ib) 4'6" N/A 163 unit reaction 2 3-Uniform(PSF) 0 to 14'7" 1 1' 25.1 25.0 1 misc trib of roof Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 8/12/2021 8:51:11 PM LTC Joshua Nelson Davido Consulting Group,INC ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 (206)523-0024 DCC; A josh@dcgengccom %X; ,;,.,,„,„, File Name: Arlington Innovation Center Page 3/9 _ � i� :� 1 I I f'P O T E = MEMBER REPORT PASS Roof,Mech Beam 2 1 piece(s)4 x 10 DF No.2 Overall Length: 1:'7' { 1 1 14' ,. a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 799 @ 14'5 1/4" 7656(3.50") Passed(10%) — 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Building Use:Commercial Shear(Ibs) 516 @ 13'6 1/4" 4856 Passed(11%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC 2015 Moment Ft-Ibs 1555 @ 7'5 518" 5615 Passed(28%) 1.25 1.0 D+1.0 Lr(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.063 @ T 3 9/16" 0.476 Passed(L/999+) -- 1.0 D+1.0 Lr(Alt Spans) Total Load Def.(in) 1 0.155 @ 7'4 1/8" 1 0.714 1 Passed(L/999+) 1.0 D+1.0 Lr(Alt Spans) • Deflection criteria:LL(L/360)and TL(L/240). • Overhang deflection criteria:LL(2L/360)and TL(2L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Support5 Total Available Required Dead Roof Live Total Accesses 1-Beam-GLB 3.50" 3.50" 1.50" 253 182 435 None 2-Beam-GLB 3.50" 3.50" 1 1.50" 591 208 799 None Lateral Bracing Bracing Intervals comments Top Edge(Lu) 15'7"o/c Bottom Edge(Lu) 15 7"o/c -Maximum allowable bracing intervals based on applied bad. Dead Roof Live Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) comments 0-Self Weight(PLF) 0 to 15'7" N/A 8.2 -- 1-Point(lb) 12'4" N/A 163 unit reaction 1 2-Point(Ib) 15'6" N/A 163 - unit reaction 2 3-Uniform(PSF) 0 to 15 7" 1 1' 1 25.1 1 25.0 1 mist trib of roof Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 8/12/2021 8:51:11 PM UfC Joshua Nelson Davido Consulting Group,INC ForteWEB v3.2, Engine: V8.2.0.17, Data:V8.1.0.16 (206)523-0024 DC3A josh@dcgengr.com Wcycrhacuxr File Name: Arlington Innovation Center Page 9/9 •� s 1 .%9FO RT E t EM MEMBER REPORT Roof,(E)GLB 1 1 piece(s)6 3/4"x 16 1/2"24F-V4 DF Glulam Overall Length:25' 0 1 4 25 y All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pain) System:Floor : Member Reaction(Ibs) 8634 @ 3 1/2" 21094(5.00") Passed(41%) -- 1.0 D+1.0 S(All Spans) Member Type Drop Beam Shear(Ibs) 7396 @ V 9 1/2" 22628 Passed(33%) Building Use:Commercial 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Commercial Pos Moment(Ft-Ibs) 51474 @ 12'6" 65390 Passed(79%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Bearing Length Loads to Supports(lbs) Supports Total Avaitable Required I Dead snow Total Accessories 1-Plate on concrete-DF 5.00" 5.00" 2.05" 4493 4141 8634 None 2-Plate on concrete-DF 5.00" 5.00" 2.05" 4493 4141 8634 None Lateral Bracing Bracing Intervals comments Top Edge(Lu) 25'o/c Bottom Edge(Lu) 25'o/c -Maximum allowable bracing intervals based on applied bad. Dead Snow Vertical Loads Location(side) Tributary width (0.90) (Lis) comments 0-Self Weight(PLF) 0 to 25' N/A 27.1 1-Uniform(PSF) 0 to 25' IT 3" 25.1 25.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woDdproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 8/12/2021 8:51:11 PM UTC Joshua Nelson Davido Consulting Group,INC ForteWEB v3.2,Engine:V8.2.0.17, Data:V8.1.0.16 (206)523-0024 13A josh@dcgengr.com DC Weycrhacusef File Name:Arlington Innovation Center Page 6/9 i CM MEMBER REPORT Roof,(E)GLB 1 w/new loads 1 piece(s)6 3/4"x 16 1/2"24F-V4 DF Glulam Overall Length:25' D a a 1 1 b 25' D � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:combination(Pattern) System:Floor Member Reaction(Ibs) 9396 @ 24'8 1/2" 21094(5.00") Passed(45%) -- 1.0 D+1.0 S(AII Spans) Member Type:Drop Beam Building Use:Commercial Shear(Ibs) 8158 @ 23'2 1/2" 22628 Passed(36%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Pos Moment(Ft-Ibs) 58302 @ 12'1 1/2" 65390 Passed(89%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:Aso Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Snow Total Accessories 1-Plate on concrete-DF 5.00" 5.00" 2.22" 5216 394 4141 9781 None 2-Plate on concrete-DF 5.00" 5.00" 2,23" 5255 334 4141 9730 None Lateral Bracing Bracing Intervals comments Top Edge(Lu) 25'o/c Bottom Edge(Lu) 25'o/c -Maximum allowable bracing intervals based on applied bad. Dead Roof Live Snow Vertical Loads Location(side) Tributary width (0.90) (non-snow:L25) (1.15) Commits 0-Self Weight(PLF) 0 to 25' N/A 27.1 •• — 1-Uniform(PSF) 0 to 25' 13'3" 25.1 - 25.0 Default Load 2-Point(lb) 6'6" N/A 253 182 Linked from:Mech Beam 2,Support 1 3-Point(lb) 10, N/A 253 182 Linked from:Mech Beam 2,Support 1 4-Point(lb) 12' N/A 504 182 Linked from:Mech Beam 1,Support 1 5-Point(lb) 17'6" N/A 504 182 _ Linked from:Mech Beam 1,Support 1 Member Notes Moment increase less than 0.5%,shear increase 5.5%and still within capacity.Existing beam is okay without modification. ForteWEB Software Operator Job Notes 8/12/2021 8:51:11 PM UTC Joshua Nelson Davido Consulting Group,INC ForteWEB v3.2, Engine:V8.2.0.17, Data: V8.1.0.16 (206)523-0024 josh@dcgengccom DC Vkmhacuscr AFile Name: Arlington Innovation Center Page 7/9 AHF T�^M MEMBER REPORT ��v e Roof,(E)GLB 2 1 piece(s)6 3/4"x 18"24F-V4 DF Glulam Overall Length:25' 0 0 25' �1 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:combination(Pattern) System:Floor Member Reaction(Ibs) 8665 @ 3 1/2" 21094(5.00") Passed(41%) 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 7336 @ 1'11" 24685 Passed(30%) Building Use:Commercial 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Pos Moment(Ft-Ibs) 51657 @ 12'6" 77145 Passed(67%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Plate on concrete-DF 5.00" 5.00" 2.05" 4524 4141 8665 None 2-Plate on concrete-DF 5.00" 5.00" 2.05" 4524 1 4141 1 8665 None Lateral Bracing Bragg Intervals Comments Top Edge(Lu) 25'o/c Bottom Edge(Lu) 25'o/c -Maximum allowable bracing intervals based on applied bad. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) cam,,,e„ts 0-Self Weight(PLF) 0 to 25' N/A 29.5 -- 1-Uniform(PSF) 0 to 25' 13'3" 25.1 25.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 8/12/2021 8:51:11 PM UTC Joshua Nelson Davido Consulting Group,INC ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16 (206)523-0024 josh@dcgengr.com DC \%•,.,.001",,,,,r, File Name: Arlington Innovation Center Page 2/9 i ,!9WOR " EM MEMBER REPORT Roof,(E)GLB2 w/new loads 1 piece(s)6 3/4"x 18"24F-V4 DF Glulam Overall Length:25' 0 25' 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual a Location Allowed Result LDF Load:Combination(rattan) System:Floor Member Reaction(Ibs) 9713 @ 3 1/2" 21094(5.00") Passed(46%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 8384 @ 1'11" 24685 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) Building Use:CommercialBuilding Code:IBC 2015 Pos Moment(Ft-Ibs) 59408 @ 12' 77145 Passed(77%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:Aso Bearing Length Loads to Supper(lbs) Supports Total Available Required Dead Roof Live Snow Total Accessories 1-Plate on concrete-DF 5.00" 5.00" 2.30" 5572 429 4141 10142 None 2-Plate on concrete-DF 5.00" 5.00" 2.23" 5274 351 4141 1 9766 None Lateral Bracang Bracing intervals Corn„ner,t Top Edge(Lu) 25'o/c Bottom Edge(Lu) 25'o/c -Maximum allowable bracing intervals based on applied bad. Dead Roof Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:LZS) (LIS) Comments 0-Self Weight(PLF) 0 to 25' N/A 29.5 — — 1-Uniform(PSF) 0 to 25' IT 3" 25.1 25.0 Default Load 2-Point(lb) 6'6" N/A 591 208 - Linked from:Mech Beam 2,Support 2 3-Point(lb) 10, N/A 591 208 - Linked from:Mech Beam 2,Support 2 4-Point(lb) 12' N/A 308 182 - Linked from:Mech Beam 1,Support 2 5-Point(lb) 17'6" N/A 308 182 - Linked from:Mech Beam 1,Support 2 Member Notes Moment increase less than 0.5%,shear increase 5.5%and still within capacity.Existing beam is okay without modification. ForteWEB Software Operator Job Notes 8/12/2021 8:51:11 PM UTC Joshua Nelson Davido Consulting Group,INC ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (206)523-0024 josh@dcgengccom DC �,;• rf,,, , , File Name:Arlington Innovation Center Page 4/9 f 15 15 Simpson . . ... Construction Connectors • H — Seismic and Hurricane Ties The hurricane tie series features various configurations of wind and seismic ties for trusses and rafters.The H16 series has a 15l/lB presloped seat of 5/12 for double trusses. The presloped 5/12 seat of the H16 provides for a tight fit and reduced deflection.The strap length provides for various truss height up to a maximum of 131/z"(H16 series).Minimum heel Depending on height for H16 series is 4". heel height, • °°'The HGA10 attaches to gable trusses and provides good lateral ° strap may wrapto back of plate. wind resistance.The HS24 attaches the bottom chord of a truss •° ° %��p�s or rafter at pitches from 0/12 to 4/12 to double 2x4 top plates. Double-shear nailing allows for higher lateral resistance. Material:See table Finish:Galvanized;see Corrosion Information,pp.13-15 Installation: •Use all specified fasteners;see General Notes. ' • HGAI OKT sold as a kit with(10)HGA10 connectors. '°• ° Install Install 1 (4)0.148"x11/z" nails to Strong-Drive SDS Heavy-Duty Connector screws ° nails to inside Halls to face of 2x are included. °. ° edge of 2x • Additional screws sold separately to install with all H16 Installation SDS25112 screws. H16 • HS24 requires slant nailing only when bottom chord of Presloped at 5/12. truss or rafter has no slope. Pitch i of 3/12 to 7/12 s acceptable. Codes:See p.12 for Code Reference Key Chart i Fasteners(in.) DF/SP Allowable Loads SPF/HF Allowable Loads ° Model Ga. Uplift Lateral(160) Uplift Lateral(160) Code l No. To To Ref. o ° Rafters/Truss Plates (160) F1 F2 F3 (160) F1 F2 F3 N HGA10KT 14 (4)1/a x 1 Yz SDS (4)Ya x 3 SDS fi_a 1,165 940 815 500 840 675 495 I ° • I�.'. • 5 HGA10 14 (4)1A x 11,z SDS (4)1/4 x 11.h SDS 605 500 720 — 435 360 520 — IBC ° 29 = U } (8)0.131 x 11/2 FL,LA a HS24 18 and (8)0.131 x 21/2 605' 6451 1Y)0 — 520' 555' =5 — Q, (2)0.131 x 21/z slant HS24 M O U.S.Patents +, U H16 18 (2)0.148 x 11h (10)0,148 x 1 Yz 1.3iU — — — I.1 1 — — — FL 5,603,580 (n w z1.See pp.260-261 for Straps and Ties General Notes. 0 2.When cross-grain bending or cross-grain tension cannot be avoided in the members,mechanical Cc reinforcement to resist such forces shall be considered by the Designer. �\ z 3.HS24 DF/SP allowable loads without slant nailing are 605 Ib.(uplift),590 Ib.(F1),640 Ib.(F2). \ For SPF/HF loads multiply these values by 0.86. \ 4.Allowable loads in the F1 direction are not intended to replace diaphragm boundary members or .° Q prevent cross-grain bending of the truss or rafter members.Additional shear transfer elements F2 ,r o shall be considered where there may be effects of cross-grain bending or tension. 0 5.Fasteners:Nail dimensions in the table are diameter by length.SDS screws are F Simpson Strong-Tie-'Strong-Drive'screws.See pp.21-22 for fastener information. N U U HS24 Installation 3 'jit- "3 .� 2��\tom h HGA10 / F3 Installation HGA10 to Rim Board HGA10 Installation to Double Top Plates DCG 273 . . :, I �t • u PROJECT TEAM ABBREVIATIONS GENERAL NOTES PROJECT DATA DRAWING INDEX OWNER 1. IN GENERAL.PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR A-0.0 COVER SHEET ABV ABOVE JNT JOINT FACE OF CONCRETE,UNLESS OTHERWISE NOTED. DO NOT SCALE THESE PROPERTY INFORMATION CITY OF ARLINGTON AFF ABOVE FINISH FLOOR DRAWINGS,USE CALCULATED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS C IVI L 238 NORTH OLYMPIC AVENUE DATUM.AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT PROPERTY ADDRESS 404 N OLYMPIC AVE C-1.0 COVER SHEET AC TILE ACOUSTICAL TILE LVL LEVEL IMMEDIATELY OF ANY DISCREPENCIES. ARLINGTON.WA 98229 ARLINGTON.WA 0B223 ACP ACOUSTICAL CEILING PANEL L LONG,LINE C-1.1 EXISTING CONDITIONS.DEMOLITION 8 TESC PLAN PHONE. 13601 403-3441 ACT ACTUAL LAV LAVATORY 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BUILDING CODE 2018 IEBC/2018 IFC C•1.2 PROPOSED GRADING 8 SITE PLAN FAX: AL ALUMINUM LIN LINOLEUM INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. ENERGY CODE 2018 WASHINGTON STATE NREC C•2.0 CITY OF ARLINGTON AND WSDOT DETAILS CARLETTI ARCHITECTS P.S. EMAIL pelliefci.orlingfon.wa.us ARCH ARCHITECTURAL LT LIGHT 3. ALL WORK SHALL COMPLY WITH THE 2018 1E15C,IFC.IPC.IMC AS AMENDED BY WASHINGTON C•2.1 SPECIFICATIONS CONTACT. PAUL ELLIS A TILE ASPHALT TILE STATE.PROJECT SHALL ALSO COMPLY WITH THE 2018 NREC AND THE VIACQ CODES. FIRE SPRINKLERS NO architecture,planning,interim design AVG AVERAGE MAR MARBLE PROJECT SHALL ALSO COMPLY W/ JURISDICTIONAL CODE AMENDMENTS BY THE LOCAL FIRE ALARM NO 116 EAST FIR STREET ARCHITECT MO MASONRY OPENING AGENCY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY PERMITS 8 ARCHITECTURAL CARLETTI ARCHITECTS,P.S. ZONING INSPECTIONS TO COMPLETE THE WORK. CONTRACTOR TO HAVE CURRENT VALID CITY A-1.0 DEMO SITE PLAN SUITE A 116 FIR STREET.SUITE A BFF BOTTOM FINISH FLOOR MFR MANUFACTURE OR COUNTY BUSINESS LICENSE PRIOR TO ISSUANCE OF PERMIT.WHEN REQUIRED BY LAW. BLKG BLOCKING MATL MATERIAL PROPOSED SITE PLAN MOUNT VERNON, WA. 98273 MOUNT VERNON.WA.08273 BR BRICK MAX MAXIMUM 4. ERRORS.OMISSIONS.AND DISCREPANCIES,IF ANY,SHALL BE REFERRED ZONING: OLD TOWN BUSINESS DISTRICT-2 A-2.0 EXISTING CONDITIONS-DEMOLITION PLAN PHONE: (360)424-0394 BOS BOTTOM OF STRUCTURE MECH MECHANICAL TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED. CURRENT USE SERVICE AUTO REPAIR GARRAGE PROPOSED FLOOR PLAN Phone: (360) 424-0394 NEW USE OFFICE A-2.1 EXISTING/DEMO ROOF PLAN Fax: (360) 424-5726 FAX: 13801 424.5728 MTL METAL 5. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT BY PROPOSED ROOF PLAN EMAIL.davidOoorlettiarchitecte.com OTHERS PROVIDE ALL BLOCK-OUTS.BLOCKING.BACKING AND JACKS REQUIRED FOR SITE SF/ACRES: .16 ACRE SITE MIN MINIMUM A-2.2 EXISTING PICTURES KEY PLAN CONTACT: DAVID WILSON CPT CARPET MUL MULLION DUCTS.PIPES,CONDUITS.EQUIPMENT.FIXTURES.AND CABINETS. VERIFY SIZE AND PARCEL #/ TAX I D EXISTING PICTURES CONTRACTOR CLG CEILING 8. LOCATION.DO NOT SIONIPICANTLY VARY OR MODIFY THE WORK SHOWN,EXCEPT A-2.9 SCHEDULES CEM CEMENT UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. PARCEL:00529900800902 TO BE DETERMINED ICENTER LINE NAM NOMINAL NAM NATURAL 7, VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED T0� A-2.4 REFLECTED O PLAN Saxe E STERED TWN./ RNG./ SEC. A-9.D BUILDING ELEVATIONS XXX C TO C CENTER TO CENTER NA NOT APPLICABLE SEWER.SEPTIC,WATER,GAS.POWER,AND TELEPHONE. CAP. MARK AND PROTECT. HRECT X.WA.XXX% CT CERAMIC TILE TWN 31 RNG 05 SEC 02 SE A-4.0 BUILDING SECTIONS PHONE: (XXXI XXX-XXX CLO CLOSET NIC NOT N THIS CONTRACT 8. DETAILS ARE INTENDED IT SHOW THE INTENT OF THE DESIGN.MINOR MODIFICATION A-5.0 WALL SECTION/DETAILS NTS NOT TO SCALE MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR CONDITIONS AND SUCH A-8.0 DETAILS PEER FAX. (XXXI XXX•XXXX CW COLD WATER NO.4 NUMBER MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OF THE CONTRACT. LEGAL DESCRIPTIONS STA>E w�SRittciON EMAIL.XXOXX.cam COL COLUMN 0. PROVIDE CLOSURE.MEETING THE REQUIREMENTS OF ALL GOVERNING CONTACT: XXX XXX CONC CONCRETE AUTHORITIES.AT RATED PARTITIONS,FLOORS.CEILINGS.AND ROOF MC MAHONS 1ST ADD TO ARL BILK 008 D-00 S 76 FT OF LOTS STRUCTURAL OC ON CENTER CIVIL) CONCRETE d 10E 1OFT OF S 76FT LOT 11 CONCRETE MASONRY UNIT OD OUTSIDE DIMENSION LOCATIONS. ALL REQUIRED FIRE-RATED PARTITIONS SHALL BE S-1.0 GENERAL NOTES CIVIL ENGINEER/SURVEYOR CONST CONSTRUCTION 0/ OVER CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE, SETBACKS 5-1.0 ROOF FRAMING PLAN AND DETAILS SOUND DEVELOPMENT GROUP CONT CONTINUOUS OVHD OVERHEAD 10. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES,INCLUDING NO CHANGES TO EXISTING FOOTPRINT(OKI 1111 CLEVELAND AVE.SUITE 202 COORD COORDINATE DESIGN-BUILD DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS.TO VERIFY MECHANICAL A REMODEL FOR: MOUNT VERNON.WA 98273 COR CORRIDOR SIZE.WEIGHT.POWER.LOCATION AND OTHER REQUIREMENTS AND LOCATION BUILDING HEIGHT M-1.0 COVER SHEET PNT PAINT OF THOSE ITEMS TO BE INSTALLED PRIOR TO COMMENCEMENT OF WORK. M-1.1 SCHEDULES CITY OF ARLINGTON PHONE:13601 404.2010 CFM CUBIC FEET PER MINUTE PTO PAINTED NO CHANGES TO EXISTING(OKI M-2.0 PLUMBING BELOW GRADE PLAN INNOVATION CENTER PHASE II PL PLASTER,PLATE FAX: I3801 404-2013 11. NO BUILDING OR PORTION OF BUILDING SHALL BE OCCUPIED OR USED EMAIL T at0edg-Ilc.com DTL DETAIL P LAM PLASTIC LAMINATE FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE PARKI M-23.0.1 HVAC FLOOR PLAN PLUMBING FLOOR PLAN 404 NORTH OLYMPIC AVE CONTAC PAT SEVERIN DIA DIAMETER OF OCCUPANCY.NO EXCEPTIONS. PARKING M- ARLINGTON, WA PLYWD PLYWOOD 12, SEPERATE PERMITS ARE REQUIRED FOR PLUMBING.MECH.. ELEC. FIRE SPRINKLER. NO CHANGES TO EXISTING(OKI M-3.1 MECHANICAL ROOF PLAN DIM DIMENSION PT POST-TENSIONED CONCRETE FIRE ALARM SYSTEMS d SIGNAGE. M-4.0 DETAILS 98223 DO DITTO STRUCTURAL ENGINEER DR DOOR PRESSURE-TREATED WOOD 13. ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED.PRIMED AND PAINTED. ADDITIONAL PING BEING PROVIDED(OKI DAVIDO 8 ASSOCIATES DN DOWN QT QUARRY TILE 14. ALL WOOD IN CONTACT W/CONCRETE SHALL BE PRESSURE TREATED. 2124 RIVERSIDE DRIVE,SUITE 211 D.S. DOWNSPOUT RL RAIN LEADER PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH BUILDING CODE DATA/ ELECTRICAL PMOUNT VERNON.WA HONE:360-899-11 00EXT3901 DFG DRAWING DRINKING FOUNTAIN REF REFRIGERATOR. FORM THE SUCH MCMBER9PAR2TEXP092DC�OI THeDWEATHCR.PORCHES OCCUPANCY CLASSIFICATIONS E-1.1 SITE PLAN d LEGEND REFERENCE E-2.1 POWER PLAN FAX:(2061 625.1012 REINF REINFORCING BAR 15. SLOPE ALL DECKS.PATIOS.AND WALKWAYS AWAY FROM BUILDING EXISTING OCCUPANCY F-1•AUTO SERVICE(CHANGE OF OCCUPANCY) E-2.2 ROOF PLAN EMAIL:Jordonedcgengr.com EA EACH REV REVISION MINIMUM OF 1/87FT FOR POSITIVE DRAINAGE. NEW OCCUPANCY B-OFFICE E-9.1 LIGHTING PLAN CONTACT: JORDAN JANICKI ELEC ELECTRICAL a-6.1 POWER RISER PLAN 8 DIAGRAM SCHEDULES ELEV.EL ELEVATION R RISER,RADIUS 16. PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED CONSTRUCTION TYPE V-B I(B)ALLOWABLE(2)STORY 0,000 S.F. E•7.1 ELECTRICAL SPECIFICATIONS MECHANICAL ENGINEER EQ EQUAL RM,RMS ROOM.ROOMS TO PREVENT CRACKING.SAW CUT ALL SLABS AS REQ'D EXISTING FIRST FLOOR LOBO S.F.(OKI HARRIS GROUP EXISTING RO ROUGH OPENING 17. PROVIDE FIREBLOCKING.DRAFTSTOPS.AND FIRESTOPS IN ATTICS.FLOORS. NO CHANGES TO EXISTING SQUARE FOOTAGE) 20201 CEDAR VALLEY RD,STE 120 IEI EXIST EXTERIOR AND WALL CAVITIES AS REQUIRED PER THE UBC. LYNNWOOD.WA 98038 SEC SECTION 18 ROOFAND DRAINS, S,AND ESOVERFLOW REQUIRED DRAINS SHALL THE IBCOMPLY W/THE IPC 6 IBC. OCCUPANT LOAD/ EXIT REQUIREMENTS DEFERRED SUBMITTALS PHONE: (425)774-3820 FAX: (4251 072.2084 FO FACE OF.FINISH OPENING SHY SHEET 10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. ROOM AREA CC. OCC EXITS REQ'D NONE REQUIRED E OF NAME FACTO LOAD EMAIL: kevin.yomado0horriegroup.com FRP FIBERGLASS REINF POLYESTERSV SHEET VINYL WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT AR CONTACT: KEVIN YAMADA FIN FINISH SC SOLID CORE SIMILAR CHARACTER TO DETAILS SHOWN.SIMILAR DETAILS OF OFFICE 868 150 68 Ill EXIT PROVIDED(OKI 4588 Ill EXIT PROVIDED OK SPECIAL INSPECTIONS REQUIRED ELECTRICAL ENGINEER FAAP FIRE ALARM ANNUNCIATOR SPECS SPECIFICATIONS CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. PANEL SF SQUARE FEET 65 100 .65 1I EXIT PROVIDED(OK) 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE MEANS. NONE REQUIRED K-ENGINEERS FD FIRE DAMPER S 6 V STAIN 6 VARNISH METHODS,TECHNIQUES.SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK, LOBBY 135 100 1.35 (1)EXIT PROVIDED(OKI 208 3rd STREET SV SHEET VINYL RESTROOMS 124 0 0.00 (1 EXIT PROVIDED(OKI FE FIRE EXTINGUISHER STRWY STAIRWAY 21. CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL 1.OB0 48.54 a45 t EXIT RI2Q'D 19-333.1 LYNDEN,WA 08264 FF FACTORY FINISH CHANGES DURING CONSTRUCTION. THE SET SHALL BE A PART OF THE CONTRACTOR'S PHONE: (9801 354-4757 STL STEEL SUB TOTAL 121 EXITS PROVIDED(OK) FF FINISH FLOOR CL05E-OUT PACKAGE TO THE OWNER. CLOSE-OUT PACKAGE SHALL INCLUDE: PROJECT DESCRIPTION STOR STORAGE FRY FIRE RETARDANT TREATED FAX: I360I 354-8704 (tl SET OF SHOP DRAWINGS,PRODUCT LITERATURE,EQUIPMENT WARRANTEE MANUALS. PLUMBING CALCULATIONS 9 The Project consists of nt s furnishing all labor,materials and otter Incidentals EMAIL: eteveteveldeek-englrwers.com STRUCT STRUCTURAL FLASH FLASHING 22. CONTACTOR SHALL PROVIDE SOLID BLOCKING.UNLESS NOTED OTHERWISE AS REQUIRED the reroof.new storefront a ete a and lazi exterior aintin and i sUSP SUSPENDED y q nq, p q REVISIONS: CONTACT: STEEE TEVELDE FLR FLOOR FOR NAILING OF ALL INTERIOR AND EXTERIOR TRIMS.FINISHES.AND FIXTURES. THE IgI OCCUPANCY LESS THAN 15 OCCUPANTS I1)RESTROOM REQUIRED site improvement to an existing •story Concrete walls with wood roof THRESH THRESHOLD CONTRACTOR SHALL PROVIDE FOR ALL THE NECESSARY FRAMING AND BRACING FOR THE existing building.The project Is subject to the Special Provisions, F.A. FLUID-APPLIED T.O. TOP OF INSTALLATION OF OWNER FURNISHED ITEMS SUCH AS SIGNAGE.MENU BOARDS ETC. 121 FULL RESTROOMS PROVIDED WITH Itl WC/111 LAV EA.RR.IOKI S PNO FOUNDATION T TREAD.THICKNESS the Standard pecificatlons including the amendments thereto. FDIC FURNISHED BY OWNER. 25. WHERE EXISTING WORK IS DAMAGED,CUT,OR DEFACED DUE TO PERFORMANCE Contract Documents hereunder. INSTALLED BY CONTRACTOR TEMPERED OF NEW WORK.THE CONTRACTOR SHALL PATCH AND REPAIR SAME TO MATCH ADJOINING 09/29/21 BID SET/PERMIT SET F010 FURNISHED BY OWNER. TS TUBE STEEL SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL FIRE FLOW INSTALLED BY OWNER TYP TYPICAL BREAK LINES SUCH AS CORNERS,CEILING LINES.TOP OF BASE OR SIMILAR. EXISTING IND CHANGE IN BUILDING SF)(OKI FCIC FURNISHED BY CONTRACTOR. 24. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT OF SYMBOLS INSTALLED BY CONTRACTOR UNOIN UNLESSHED NOTED OTHERWISE ARCHAND IIECT..E AUTHORIZED REPRO UREPRODUCED ONLYICTIONS UEN STTHET EAR THESNAME OF SION THE RATED WALLS UR URINAL THE ARCHITECT. NONE REQUIRED EXISITNG USE GA GAUGE ' NORTH ARROW GALV GALVANIZED VCT VINYL COMPOSITION TILE GAP GENERATOR ALARM PANEL VERT VERTICAL GIL GLASS VIN VINYL GWB GYPSUM WALLBOARD VR VAPOR RETARDER PROJECT SITE GRID LINE VTO VENT TO OUTSIDE \� HC HANDICAP WC WATER CLOSET A HOWE HARDWARE WP WATERPROOFING a m 4 BUILDING SECTION HP HEAT PUMP WS WHEEL STOP <' HT HEIGHT w WIDTH SHEET TITLE: A , HM HOLLOW METAL WDO WINDOW q WALL SECTION HOR HORIZONTAL w/ WITH a 4.o HB HOSE BIB wD wooD } z COVER SHEET HW HOT WATER WI WROUGHT IRON 2 DETAIL HWT HOT WATER TANK WRGB WATER RESISTANT a.o HMD HOLLOW METAL DOOR GYPSUM BOARD v PROPERTY CORNER HMF HOLLOW METAL FRAME ZINC. ZNCALUME Ls� A ¢' INTERSECTION ID INSIDE DIMENSION TOP OF SUBPLOOR INSUL INSULATION 10 E e ELEVATION MARK INT INTERIOR o o tit Q. p z EL.10'-10 1/2' g 404 N x .a W 4th St 'Erb Il!}OlymOle Ave E 4th St F 41h 25.00'INEW) SPOT ELEVATION `H R�1,54 m 23.72'IexisT.l ENERGY CODE OFFICE ROOM-NAME Buu.DING ENVELOPE tp( E COPY tot ROOM NAME/NUMBER - O DOOR MARK 1.SLAB INSULATION.IF ANY SHALL CONFORM TO THE SPECIFICATIONS I !i AND.IF EXPOSED.SHALL BE PROTECTED AGAINST DAMAGE FROM ALL i ( Pic O WINDOW MARK 2 SOURCES 51. .ALL INSULATION SHALL BE OF THE THICKNESS AND DENSITY AS lr. R,OCP.IV BC.t PROJECT ARCHITECT. PRESCRIBED IN THE PLANS. INSULATION SHALL BE INSTALLED ward sc t. Esra sf ;'.; I- Pic ACCORDING TO THE MANUFACTURERS'RECOMMENDATIONS. 5EG 2 9'ZL�I DRAWN BY: L' FLOOR MATERIAL 3.DOORS AND GLAZING SHALL BE OF THE TYPE AND SIZE OF THOSE 'v BW-`IIlo9 PETER J CARLETTI CH PRESCRIBED IN THE PLAN.U-VALUES SHALL MEET OR BE LESS THAN a, U ADJACENCY THOSE SHOWN ON THE PLAN, o z a' ECKED BY: ALIGN 4.AIR LEAKAGE IS CONTROLLED BY SEALING OR CAULKING ALL JOINTS T A .E ALIGNMENT OF ITEM AND GAPS IN FRAMING, SEALANTS SHALL BE OF THE NON-HARDENING E Q TYPE. z A o CITY OF ARLINGTON DATES 21. 2021 REVISION MARK 5.WALL,CEILING AND SLAB INSULATION SHALL BE AS CALLED ,,, 1,:, z z BUILDING DEPARTMENT OUT ON THE APPROVED PLANS AND SHALL CONFORM TO STANDARDS REGARDING DENSITIES AND R•VALUES,AN APPROPRIATE MOISTURE APPROVEDS\:ARCH\FILDRAWINGS\19-333.1 BARRIER SHALL BE INSTALLED ON THE WARM SIDE OF THE EXPOSED COMPUTER FILE NAME 1 WALLS IT SHALL BE CONTINUOUS AND SEALED. INTERIOR ELEVATION 6.FRAMING ASSEMBLIES SHALL BE SHOWN ON THE APPROVED ,, VICINITY M A P DATES, `7 THO Nr r•v y rS SPErIT OR 2 •7.0 4 MARKS PLANS. N.T.S. � �.Ft(J V'F SY ThI I. R 9 COPYRIGHT 2=CARLETTI ARCHITECTS.P.B. A I € ZONING OLD TOWN BUSINESS DISTRICT-2 LANDSCAPING FOR — � GRAPHIC REPRESENTATION ONLY EXISTING I— — _ _ _ — — I POWER POLE CARLETTI ARCHITECTS P.S. NOTE: SITE UTILITY LINES ARE SHOWN FOR GRAPHIC archbcwm,planning,intetlOrdesign REPRESENTATION ONLY. / 116 EAST FIR STREET / x SUITE A MOUNT VERNON. WA. 98273 SET LEAD 8 TACK LOT 11 YIrII''/ WITH BRASS WASHER Phone: 360I 424-0394 SEE CIVIL DRAWINGS FOR EXACT " ;� I /�/�% SETWITHLBRASS&TACK WASHER I Fax: �3601 424-5726 LOCATION OF ALL NEW ASPHALT �. I SDCB AND CONCRETE IMPERVIOUS SURFACES PROPERTY LINE PROPERTY LIN /.- / f/r- �j� r sreRED HITECT A. wASRIRcraR / �l � i �sPrwIDU� �; /Z 0.4' SOUTH NEW DRIVEWAY - "" w SURFArFS TC SzJ� / /, �� j / / �/}AND CONCRETE �� \i f r REP".—�? jFACE OF �i✓� /�/�// ///////�D///// //��/�/�// / �/ � SIDEWALK SEE % - ,/ / // CIVIL DWGS. NEW r »"� I 7�1�. N.tiS �i CURB ////////// // ////// /�/�/..//. / R a ra,nt$ set -(, ��// / ///// LACE MATCH SCORED NO WOr crv,L WGs. �, 12 N"� �' -�\\ / ////////////// /// //// /// A REMODEL FOR: /// / /F s*FPL 3rL1 ARre {jj�f//. / �/� /... /// CITY OF ARLINGTON THIS AREA p �� i I 'rr rRtri-FCr Bu DING.i /j� /� /////////.4� INNOVATION CENTER PHASE II 404 NORTH OLYMPIC AVE EXIST.CONC. Y =c ---- --------- AND 2I-8P C- / / r ARLINGTON. WA AND CURB TO r ` *it=,x 9 F civil_ OI EXIST. E T. IS ///.,/, EXIST. 98223 REMAIN ISEE = r- -- _ _ -- - E �J EXISTING CONCRET / / i rOR CONNECTION N eal ELECT.METER GAS METER / CONCRETE CURB CIVIL D GS. E) 6T. E(IS i r cn ! SEWER LINE SIDEWALK / GAS METER i ' r`"v �J `S EXISTING / r NO WORK I ELECT. METER / G I P STORY, ..r.WF_R:� ..__._ ., s FOOTPRINT r�0 � .. BUILDING F ROOP 0 r I �. - 1.075 S.F. %,////�// EXISTING STAIRS. >5 - - EXISTING A3OJE4 "i a w N0 WpRK LOT f0 PLAZA.SIDEWALK $ '' ,„, `c�i EXISTING Z - -HIS--AR6, .R.FLR. CONCRETE EXISTING BUILDING FOOTPRINT I i WATER METER $y/ 6 LANDSCAPING Z ROOF O.H. 1,075 S.F.II i -r t) 115.50' SHOP FLR. I NO SITE WORK ON ABOVE r - F , 115.04' SOUTH,"SIDE OF i — — — — — — — — — — �/'� -- EXIST-BUILDING EXIST. F.F. I EXIST, tI] RA'Ki• 1 EXIST.O.H. a `5 115.40' TO BE-P,pS,g.;-fP.Jr.c�? i SDCB '^ a OFFICE FLR. DOOR OPENING / .I RIM•113.74' 15.40' .50 37(SW) MS• 5-112-85' EXISTING _ _ �- :j k - \ � ,�a EXIST 1G ROOF - /�// LOT 9 \\ //� - G _ /�y/� b SIDEWALK , C j I % I OVERHAND ABOVE �% NEW CONCRETE j. -,h — ; _ :n�� l NO WORK._ i` Jlj R]M•1SDM1429' LOWER OUTSIDE / SIDEWALK SEE - w _ ��Fvrr fiNa tMFfF�i0 i� CIVIL'DWGS. :` 1 - i iRFAFE TC PP P.rPi_ACEO �i �, :; �" ` �ROII/ POR// SFACE OFFIT�125.8'DING�/ �,, �- - / /�7 / /� EMOVE EXIST. BIKE RACK MATCH SCORED ~ rq i iV L JWGS:' b ;/ ER OU f�E5 / PATTERN I _ � x / 720' R.O.W. OF /,� SAVE FOR REINSTALLATION E•127. � �fit' 19-333.1 i ?( o r. r .EFOPM FrrrF % / / c>� �._O. WA. CONC f IAN�R, 'FI�iFYfaiIPcr TO MAT(,H rYJ - ?JRP Rd o :.�: / / EXIST. FENCE ' I / /�// / 0.5'SOUTH BE groi Ar D I /// / ////// /// E //// // //// %//////////////,/ REVISIONS: { PrrF r�ERHANG/ `-E ca' r` / % / /// 09/29/21 BID SET/PERMIT SET ABOVE ¢ '\ ,�,i i ° v ��-� EXIST. 30'CONCRETE BASE / Nq ;EX[SS Roo �": ��✓� �CROSSIW CROSSWALK - .. // — — — — — — - / _ SUPPORT ATTACH`EXIST. J ......1...... a '-`• c COLl1MN ,'. _ —f'ROPcr'.i'f�iN€ /i�„F� L� _ EXIST: -- a — — — — �.'.. � a SIDEWALK NO WORK- {f - EXIST. 46"DIA.TABLE t aSIDEWA K - e c — — — -- CRO T NG -.NO WORK 91 TOTAF.O.IsC. L - • �'' - NO WORKa, �, DRIVEWAY .� a SIDEWALK EXIST. ...�-- } L ATTACH- ORIVEWAY NO WORK o n NO WORK , TO NEW CONC. -' :. EXISTING EXISTS SDCB ? WATER METER STREET LIGHT/ RIM•114.53' GEXIST'ARB CUT SEE CIVIL DRAWINGS FOR EXACT NO WORK HAND HALE REMOVAL OF EXISTING ASPHALT l N. OLYMPIC AVE. (RAILROAD AVE.) j N. OLYMPIC AVE. (RAILROAD AVE.) DAND WGS.OFOR EAWCUTFLNEScr- SEE CIVIL 0 3 � z f _ SDMH SHEET TITLE: RIM•fl4.85' SDMH tl RIM•114.78' r i 12"DI W 12"DI W 12"DI W 12"DI 12"DI W `12"DI w 12"DI W 12'DI W 12"DI W 12"DI w t: SITE DEMO PLAN 12"DI w ,12'DI w PROPOSED SITE PLAN G tt1 PROPOSED SITE PLAN AL, SITE DEMO PLAN �\ SCALE: V-10'-O' SCALE: V-10'-O' -/ LEGEND: SITE PLAN NOTES: ZONING: LEGEND: V-177? AREAS OF EXISTING ASPHALT OR CONCRETE TO BE REMOVED OLD TOWN BUSINESS DISTRICT-2 /--4 SEE CIVIL DRAWINGS 1. CONNECT ALL DOWNSPOUTS TO PVC TIGHTLINES AND PERMITTED USE- OFFICE(NEW USE) El EXIST.CONCRETE OR CONCRETE SIDEWALK CONNECT TO STORM DRAINAGE SYSTEM PER CIVIL DRAWINGS. 2.VERIFY LOCATIONS OF EXISTING POWER.COMM.,SEWER.WATER BUILDING SETBACKS SEE CIVIL DRAWINGS FOR NEW ASPHALT OR CONCRETE DEMO LINE GAS,AND STORM DRAINAGE LINES PRIOR TO CONSTRUCTION NO CHANGES TO EXISTING FOOTPRINT(OKI Pic 3.CONTRACTOR TO VERIFY ALL EXISTING GRADES AND PROPERTY BUILDING HEIGHT LINES fir.rve n�.wr PROJECT ARCHITECT: 4.PROVIDE AND INSTALL CONDUIT AND POWER FROM POWER •EXISTING NO CHANGE-(OK) " SEE CIVIL DRAWINGS FOR NEW SCORED CONCRETE Pme nnM+¢LOX ` SIDEWALK AND DRIVEWAY AREAS Pic FROM BLDG.TO EXISTING SERVICE SIGN SEE ELECTRICAL. SITE SQUARE FOOTAGE DEMOLITION NOTES, a0 •� 5. SEE CIVIL DRAWINGS FOR ALL NEW ASPHALT PAVING AND NEW DRAWN BY: CONCRETE SURFACES,STORM DRAINAGE AND GRADING PLANS. 6.880 SF OR.16 ACRES EXIST.CURB/GUTTER(SEE CIVIL FOR NEW LOCATIONS) 1. SITE PLAN INFORMATION IS INTENDED TO N J00R 6. SEE CIVIL DRAWINGS FOR NEW CURBS TO PROTECT BUILDING ILLUSTRATE THE OVERALL SITE PLAN. REFER TO PETER J CARLETTI AND EXIST.GAS METER. SITE COVERAGE EXIST. RETAINING WALL/CAST CURB EXISTING CONDITIONS PLAN FOR ADDITIONAL �arvLrawxmxre CHECKED BY: -EXISTING IND CHANGE) ISEE CIVIL FOR NEW LOCATIONS) INFORMATION ON DEMOLISHED ITEMS. BUILDING SQUARE FOOTAGE EXIST.EXTRUDED CURB (SEE CIVIL FOR NEW LOCATIONS) 2. CONTRACTOR TO FIELD VERIFY EXISTING SITE DATJUNE 21, 2021 --KK .....I DATE ADDRESS: 404 N OLYMPIC AVE ARLINGTON.WA 98223 EXISTING CATCH BASIN (SEE CIVIL FOR NEW LOCATIONS) CONDITIONS,ITEMS TO BE REMOVED 6 ALL EXISTING _1.078 SF EXISTING(NO CHANGE) O CONDITIONS PRIOR TO BUILDING. NOTIFY ARCHITECT S\:ARCH\ DRAWINGS\19-333.1 PARCEL ID NUMBER: 00520900800002 PARKING Y SITE LIGHT EXIST. OF OTHER ITEMS TO BE REMOVED OR "0Ot COMPUTER FILE NAME LEGAL DESCRIPTION: TWN 31 RNG 05 SEC 02 SE EXISTING(NO CHANGE) INDESCREPENCIES. I' axoem MC MAHONS 1ST ADD TO ARL BLK 008 D-00 S 76 FT OF LOTS LANDSCAPING 3. CONTRACTOR TO FIELD VERIFY ALL EXISITING A � 1 - 0 610E 10TOFS 76FT LOT 11 EXISTING(NO CHANGE) UTILITIES ON SITE PRIOR TO DEMOLITION. BOLLARD DETAIL SCALE:1'•1'-0' COPYRIGHT 2021 CARLGTTI ARCHITECTS.P.B. .m SEE CIVIL DRAWINGS POR - - 'l �T"1-" IMPROVEMENTS AT ALL AREAS - "= --� SEE SITE PLAN AND CIVIL DRAWINGS r OUTSIDE THE BUILDING FOOTPRINT A Q ,r I �� FOR AREAS OF EXISTING CONCRETE ... ON. cl) AND THE EXISTING SIDEWALK,RAMP 2 3 4 1 n l / 3 REPLACEDAND . TO DE REMOVED AND _T AND PARK PLAZA AREA A w' �/ A A-a.0 !Ia A-4.0 ' EXIST. EXIST. L 40'-6' �� 40'-6' STAIRS SIDEWALK 10'-0' P ' 10'-0' T-S' 101•0' 6' 10'-0' 2'- IN)DS 1 1,,.,., A — -- - r r---�__----Ir---T r--- A r E --- --- — --- ------ 1 n, III (NJ DS a n 4 n I CARLETTI ARCHITECTS P.S. EXIST. r I TT I archbdure,plan ,Interlor design SIDEWALK 4 kI � ` planning, 118 EAST FIR STREET UNISEX RR1 le P T n 1 �7 I SUITE A p i REMOVE EXIST.WINDOWS 6 GLAZING I MOUNT VERNON, WA. 98273 OFFICE II I I -� PREP OPENINGS FOR NEW STOREFRONT 1oa ( I .._• _. Phone: 360 424-0394 ` - FOX: R60) 424.5726 ... .. .fl. I�Fa 81DtWA K RESTROACCESS OM 107 TORE 105 r '— EX19T I � i ,� .......EXIST. ,, I unumu rlfooll li\lr aril .a•>aa.:>. 0 I -� �ma ! N EREDSIDEWALK URIS . HITCTo I.1 E T OFFICER BREAK l l I � 1oa tos i tot I. I ( i PLTTSR A—al .—.: STATE YdSHNCfON (1 ° LOWER CABINETS E 1ST.CANOPY O.H. n r?� I, o -� NEW P-LAM I .� AND COUNTERTOP OVE RECLAD W/ III ( I A REMODEL FOR. M TAL ROOF PANELS I REMOVE EXIST. NEW SINK SEE IJ I I I CITY OF ARLINGTON 4 ( AT LOBBY 102 PATCH/REPAIR I ( WINDOWS&GLAZING MECH.DRAWINGS jf 4' PREP OPENINGS PO INNOVATION CENTER PHASE II EXIST. PAINT EXIST.WATER DAMAGED 1 �I NEW STOREFRONT I I PLANTER q �GWB CEILING u I 404 NORTH OLYMPIC AVE EXIST.CANOPY O.N. — —2 III III I I(I ARLINGTON. WA ABOVE RECLAD W/ /'. �,� .,.......__ ..EX .. ly 98223 METAL ROOF PANEL B _ EXISTING CONC.LINTEL ABOVE ` _... .?. �r- --.—lF----! n ._ ..0 !q O 102 O. f ..... .. .. _ 0 I 3'-0' B'-1' T-0' I EXIST.CANOPY O.H. n EXIST. ° I I a " EXIST. RECLAD W/ STRUCTURE TO WMAIN <� i� REMOVE EXIST. IIDEWALK m I 40'-6' n I METAL ROOF PANELS DOOR W/ �. EXIST.WINDOW ABOVE °d 4 . a o b. I - - . .. � r 3 v� vI a _ a < A A—a.o Ll 14'-0' A—a.o EXIST. EXIST.SIDEWALK EXIST.SIDEWALK EXIST. -BIKE RACK BIKE RACK REMOVE EXIST.COVERED REMOVE/RE-INSTALL CANOPY AND STRUCTURE i NEW 36'DIA.RAISED \\\ 19-333.1 CONC.CURB AT ISLAND `—EXIST.CANOPY O.H. SEE CIVIL DWGS. \—EXIST.COVERED CANOPY AND STRUCTURE /_----------_\ TO REMAIN REVISIONS: SEE SITE PLAN AND CIVIL DRAWINGS L / N FOR AREAS OF EXISTING CONCRETE 00/20/21 BID SET/PERMIT SET SEE CIVIL DRAWINGS FOR IMPROVEMENTS AT I AND ASPHALT TO BE REMOVED AND REPLACED. ALL AREAS OUTSIDE THE BUILDING / REMOVE EXIST.CURB AND EXIST.COLUMN FOOTPRINT AND THE EXISTING SIDEWALK. ———————————— PRIME/PAINT RAMP AND PARK PLAZA AREA CONCRETE PAD ' EXIST.CANOPY O.H. COVERED CANOPY EXIST. 100 PAINT SUPPORT POST AND SIGN STRUCTURE TYP.0 NE CORNER j SEE 17/A-2.2 FOR PICTURE OF SIGN - i STRUCTURE - o `EXIST.CANOPY O.H. O SEE SHEET A-2.2 FOR EXISTING BUILDING 1 O2 PICTURES AND NOTES EXISTING CONDTIONS/ DEMOLITION PLAN & SHEET TITLE: SCALE 1/4'-1'-0' EXISTING COND./ DEMO PLAN PROPERTY LINE _ _ _ _ _ _ _ FLOOR PLAN LEGEND LEGEND: PROPOSED FLOOR PLAN PROPOSED FLOOR PLAN _\ EXIST.DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/BATTER EXISTING WALLS,WINDOWS.DOORS TO REMAIN SCALE: 1/4'-1'-0' /7 IEI EXI. BACKUP = WINDOWS.DOORS,AND OTHER ITEMS TO BE REMOVED IEI EXIST.COMBINATION E XIT SIGN/EMERGENCY LIGHTING WITH BATTERY BACKUP HARDWARE DEMOLITION NOTES III EXIST.EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE 1. VERIFY ALL ROUGH OPENINGS FOR NEW GLAZED WINDOWS WHERE NOTED PRIOR TO CUTTING NEW OPENINGS, IE EXIST.2A IOBC SEMI-RECESSED FIRE EXTINGUISHER SEE SHEET A2.0 FOR LOCATIONS 2. CAP ALL UTILITIES INCLUDING ELECTRICAL,WATER.AND GAS AS REQ'D ONCE DEMOLITION IS COMPLETE Q DOOR NUMBER SEE SHEET A-2.3 POR SCHEDULE 3. REPAIR ALL DAMAGAED SUBSTRAITES TO MEET FLOORING Pic O WINDOW NUMBER SEE SHEET A-2.3 FOR SCHEDULE MANUFACTURE'S REQUIREMENTS. PROJECT ARCHITECT: XXX ROOM FINISH TAG SEE SHEET A-2.3 FOR SCHEDULE 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS.MEMBER SIZES Pic AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN DRAWN BY: THE DRAWINGS AND NOTIFY CARLETTI ARCHITECTS OF ANY ! EXISTING INTERIOR WALL DISCREPANCIES FOR POSSIBLE REDESIGN PETER J CARLETTI 5. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR CHECKED BY: STEEL BRACES OVERLOAD THE EXISTING STRUCTURE REO'D.TO 4'P.LAM EXISTING EXTERIOR WOOD FRAMED WALLS 6. SHORING AND BRACING SHALL BE INSTALLED BEFORE ANY JUNE 21. 2021 AS PPORT COUNTER BACKSPLASH STRUCTURAL MEMBERS ARE REMOVED OR BEFORE ANY NEW DATE EXISTING EXTERIOR CONCRETE WALLS LOADS ARE ADDED UNTIL PERMANENT SUPPORT AND p FE it ti ,r" P•LAM STIFFENING ARE INSTALLED S\:ARCH\19\DRAWINGS\19-333.1 a OPEN BELOW` LOWERS COMPUTER FILE NAME o(NJ DS NEW BUILDING DOWN SPOUT LOCATIONS 7• VERIFY WITH OWNER ALL ITEMS TO BE SAVED OR SALVAGED. A CONNECT TO STORM SYSTEM SEE CIVIL DWGS. S. CONTRACTOR SHALL CHECK FOR DRY ROT OR INFESTATION.OIEI FD EXIST.8'4 FLOOR DRAIN ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL o I N T E R I O R C A S E W O R K BE REPLACED OR REPAIRED AS DIRECTED BY CARLETTI 2 . 0 SCALE: 1/4'-1'-0' ARCHITECTS. COPYRIGHT 2021 CARLGTTI ARCHITGCTs.I. OO A O REMOVE EXISTING O REMOVE EXISTING 2 A Y 4 A-4.0 METAL ROOF METAL ROOFING 11 PANELS (N)DS j A A III Ds ---......._O I I IEI DS 8'DIA ON. 2 4 CARLETTI ARCHITECTS P.S. 16 iD i 2 t architeGure,planning,interior deign =_--- EXISTING ROOF PENETRATION -- 5'DIA PROVIDE/INSTALL SEE SHEET A-2.2 FOR SEE SHEET M-3.1 FOR --- 116 EAST FIR STREET BOOT AND FLASHINGS EXISTING ROOF AND ADDITIONAL ROOFTOP AS REQUIRED EXISTING BUILDING MECHANICAL DUCTING REMOVE SUITE A NEW METAL PICTURES AND PENETRATIONS EXISTING 2 MOUNT VERNON, WA. 98273 ROOF PANELS 3 ournR Phone: ((3601 424-0394 fok15'ON. Fax: (360) 424-5726 o 1 A-B.0 1A to to a ` RTU•1 FON. I - NEW METAL EXIST.PLUMBING VENT ROOF PANELS esz9 2'DIA PROVIDEANSTALL BOOT AND FLASHINGS E SIERED A 4.0 AS REQUIRED NEW Roof-SYSTEM A 4 0 A 4.0 B HIIECT SEE a A-4.0 EXISTINGREMOVE! A.PE N6�14lGf0u PARAPET CAP EXHAUST FAN I 14k12'DN.,E n PARAPET/COPING STEP 9 - A REMODEL FOR: T RUN ROOFING OVER TOP OF WALL AND DOWN FACE a ! 12• CITY OF ARLINGTON 12'x14'DN. FLASH ONTO EXISTING A-80 ' 2 INNOVATION CENTER STEP ROOF TO REMAIN 3 2 404 NORTH OLYMPIC AVE 6 _� B ARLINGTON. WA _. m._------ m_ sreP _ �J B �O 98223 C i �J NOS ... ROOEW MIA PANELS A NEW METAL i-EXIST ROOT ....--...-..... ___.._ ,-__ 2 p ROOF PANELS SYSTEM TO REMAIN _. A-4A EXISTING ROOF Si EM A-40 No. ROOF PLAN LEGEND/NOTES: _ REMOVE EXISTING B.U.R./TORCHDOWN MEMBRANE.METAL ROOF PANELS DOWN OD to ROOF' PAjINOS.2 HANDR ANY DRO .(ALLOW$2000 FOR DRYROT REPAIR) TYP ROOF NEW 50 MIL PVC ROOF MEMBRANE 0/k HIGH DENSITY COVER BD.(R-2.5)0/ R-38 AVERAGE R-VALUE INSULATION TAPERED TO PROVIDE DRAINAGE - ---� -' INSTALL IN(21 LIFTS REVERSE 6 STAGGER JOINTS �2 - -'`� I SEE SHEET A-2.2 FOR 19-333.1 12 I -- IR-58 MIN.VALUE COMBINED AVERAGED OVER THE ROOF DECK) 2 A-2.2 PICTURES OF EXIST. " ---. INSTALL OVER VAPOR BARRIER 0/ C--t—"- CONDITIONS ...._ ..._ -...._.- PLYWOOD ROOF SHEATHING FOR DIAPHRAGM SEE STRUCTURAL) --- --_ A-B.0 -_ 1B EXISTING WOOD STRUCTURAL DECK 1 O INSTALL NEW ROOF SYSTEM AS NOTED BELOW _. - REVISIONS: INSTALL CRICKETS W/SLOPED INSULATION AS REQUIRED TO '. ALLOW FOR PROPER ROOF DRAINAGE BEHIND ALL EXISTING RTU'S 6 VENTS _ - 09/29/21 BID SET/PERMIT SET 5 2 REMOVE ALL EXISTING MANSARD METAL ROOF PANELS AND \� METAL ROOF PARAPET FLASHINGS.REMOVE EXISTING GUTTERS AND -._._ DOWNSPOUTS INSTALL NEW METAL ROOF PANELS 8 NEW METAL COPING/FLASHINGS 3 W/KYNAR FINISH STANDARD MANUFACTURER'S COLOR j OINSTALL NEW 3X4 ALUMINUM DOWNSPOUTS 6 5'K GUTTERS AROUND PERIMETER OF MANSARD ROOF MATCH EXIST.DOWNSPOUT LOCATIONS 9 EXIST.PLUMBING/MISC.VENT ROOF PENETRATION(PIP TYP. 1 12 _80 ° V RECOMMEND TIONS REMAIN.INSTALL NEW BOOT PER MANF. A-6.0 SIM.TO 42 O 2 2 EXIST.ELECTRICAL CONDUIT PENETRATION INSTALL NEW BOOT -B.O �reC 5 AS PER MANF.RECOMMENDATIONS EXIST.GAS LINE 6 BLOCKS.REPLACE EIXISTING SUPPPORTS W/NEW NEOPRENE IEIGL SUPPPORTS WHERE NOT EXISTING_ EXISTING 24k24'VENT ON CURB TO REMAIN SHEET TITLE: PROPOSED ROOF PLAN �\ co PERTMANF.EW MEMBRANE UP RECOMMENDATIONSNDER EXISTING CURB FLASHING DEMOLITION ROOF PLAN SCALE: 1/4'-i'-O' -/ 7 EXISTING CIRCULAR 1T-IS'DIAL VENTS TO REMAIN INSTALL NEW MEMBRANE BOOT PER MANF.RECOMMENDATIONS SCALE: 1/4 EXISTING DEMO ROOF PLAN -5. '-1'-O' -/ PROPOSED ROOF PLAN NEW ROOF TOP UNIT(RTU)ON CURB 5. RTL' dN 1 UP UNDER EXISTING CURB -NEW MEMBRANE FLASHING.VENT ON CURB TO REMOVE AND REPLACE FOAM INSULATION ON ALL LINE SETS TO CONDENSING LINES AT EACH UNIT(5)TOTAL INDICATED HEIGHT OF EXIST.PARAPET ABOVE TOP OF EXIST.ROOF (R) EXISTING ITEM TO Be REMOVED. INFILL W/2X8 WOOD FRAMING•12'O.C. - W/ROOF SHEATHING TO MATCH EXISTING.INSTALL NEW ROOF MEMBRANE SYSTEM OVER NEW ROOF SHEATHING AS NOTED 2 SEE SHEET A-2.2 FOR ROOF KEY PLAN AND PICTURES Pic CONTRACTOR SHALL VERIFY ALL DIMENSIONS.AND CONDITIONS PROJECT ARCHITECT: OF THE EXISTING BUILDING ROOF DEPICTED IN ROOF NOTES: THE DRAWINGS AND NOTIFY ARCHITECT OF ANY Pic DISCREPANCIES FOR POSSIBLE REDESIGN DRAWN BY: o INDICATES NEW DOWNSPOUT PETER J CARLETTI 1.ALL ROOFS SLOPES ARE AS NOTED. SEE ASBESTOS AND LEAD BASED PAINT ARLINGTON SHELL SERVICE 404 NORTH OLYMPIC AVENUE CHECKED BY: 2.PLUMBING/ELEC./MECH.SUBCONTRACTORS TO ARLINGTON.WASHINGTON PROJECT t 80801 AS PREPARED BY KANE ENVIRONMENTAL. PROVIDE/INSTALL FLASHING BOOTS AT ALL ROOF PENETRATIONS TYP. DATED FEBURARY d 2018 28 PAGES TOTAL JU E 16, 2021 DATE PICTURES SEE SHEET A-2.2 S\:ARCH\19\DRAW IN GSU9-333.1 A_xz SAMPLE MATERIAL PERCENT ASBESTOS COMPUTER FILE NAME SAMPLE ID FIGURE KEY SAMPLE LOCATION DESCRIPTION EK-roof-001 I BLUE CIRCLE ROOF METAL AND TAR 9X ON ROOF EK• uik-001RED CIRCLE WINDOWS GREY COLORED CAULKING 2X A � 2 . 1 IN WINDOW PANE ON NORTHWEST EXTERIOR WALL COPYRIGHT 2021 CARI-eTT1 ARCHITECTS.P.S. REPLACE EXIST. PAINT EXTERIOR TYP. REPLACE EXTERIOR EXIST.MANSARD METAL REPLACE MANSARD COPING/FLASHING PAINT EXIST. EXIST.MTL.TRIM TO WINDOWS W/NEW ROOF PANELS TO BE REPLACED RELOCATE CONDUIT AT SOFFIT REPLACE EXISTING ROOF WITH NEW SOFFIT PANELS BE REPLACED ETAL MANSARD STOREFRONT WINDOWS LIGHTS TO WITHIN MANSARD MEMBRANE ROOF SYSTEM ROOF PANELS ,.,.: .. BARLETTI ARCHITECTS S P.S. NR � a> / 116 EAST FIR STREET MOUNT VERNON,Phone: 380 424�0384� Fax: �360� 424 26 l 6429 EG STERED -'' ITECT NEW STOREFRONT TO PAINT EXTERIOR TYP. PAINT EXTERIOR TYP. REPLACE EXIST.DOOR/WINDOWS NORTH FACADE STATE WASI9WM SW CORNER LOOKING EAST MANSARD PARAPET FLASHING EXIST. ROOF LOOKING EAST 16 N.T.S. 1 `J N.T.S. 14 N.T S. 1 3 N.T.S. REPLACE EXIST.MANSARD ROOF PANELS PAINT EXTERIOR TYP. AND PARAEPT COPING/PLASHING REPLACE MANSARD COPING/PLASHING A REMODEL FOR: REPLACE EXISTING ROOF WITH NEW CITY OF ARLINGTON MEMBRANE ROOF'SYSTEM INNOVATION CENTER ,s 3 404 NORTH OLYMPIC AVE 2 O O A-21 4 2 '� - 'i ! ;,' " ARLINGTON, WA n A-z.z A-zs 08223 A-2.2 x -• rt l4 10 EAST FACADE g EXISTING MANSARD CAP N.T.S. N.T.S. 18-333.1 RELOCATE CONDUIT AT SOFFIT LIGHTS TO WITHIN MANSARD REPLACE MANSARD COPING/FLASHING 1 PAINT EXTERIOR 7AND ROOF PANELS REVISIONS: NEW SOFFIT LINER PANELS 00/29/21 BID SET/PERMIT SET 4. r 1, E\ g . B , 4'Mat O r: SHEET TITLE: EXIST.ROOF'NO WORK EXISTING PICTURES KEY PLAN � A2.2 6 VIEW LOOKING SOUTH 5 EXISTING CANOPY NO WORK EXISTING PICTURES II ° N.T.S. PAINT SIGN SUPPORT AND INSTALL METAL ROOF PANELS ON EXIST.MANSARD FRAMING REPLACE MANSARD COPING/PLASHING ALL EXPOSED STEEL NEW GUTTERS MATCH EXIST. ENDS OF EACH MANSARD TYP. INTERIOR AND ROOF PANELS NEW 3x4 DOWNSPOUTS INSTALL METAL ROOF PANELS ON ENDS OF EACH MANSARD TYP. ti RELOCATE CONDUIT AT SOFFIT __, .�� Pic LIGHTS TO WITHIN MANSARD a�!" =' PROJECT ARCHITECT: " Pic .,�� PAINT EXTERIOR TYP. I ;+;� •+ � -' DRAWN BY. (EXIST. DOORS/FRAMES vhr � PETER J CARLETTI ARE NOT PAINTED( T -i CHECKED BY, JUNE 16, 2021 DATE S\:ARCH\18\DRAWINGS\18-333.1 ------�y .. -_ COMPUTER PILE NAME A � EXIST. SIGN 17 SOUTH SIDE N.T.s. BUILDING CORNERS �SCALEI ( MANSARD 2 . 2 ROOF/EXTERIOR PICTURE KEY PLAN �\ 18 N.T.S. 2 EXISTING FRAMI 1/4'-1-0' N.T.S. COPYRIGHT 2020 GARLGTTI ARCMITGCTB.PB. N.T.S. 10"" • •:4 T-61 2'-5f 21-5? 21-61 CARLETTi ARCHITECTS P.S. architecture,planning,interior design BREAK METAL CORNERS 116 EAST FIR STREET MATCH STOREFRONT SUITE A MOUNT VERNON, WA. 98273 BREAK METAL V0711!Al META (360� 424-0394 CORNERS MATCH STOR FFONT Phone 01 MATCH STOREFRONT Fox (360) 424-5726 SLIDER SECTION WINDOW NOTES: 142' RE STIR'D 1.THE NEAREST EXPOSED EDGE Or THE GLAZING IS WITHIN A 24'ARC OR EITHER HI TEC ALL GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE T <�>NEW STOREFRONT 0 NEW STOREFRONT <�>NEW STOREFRONT lq>NEW STOREFRONT <�>NEW STOREFRONT VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60'ABOVE THE PETER WALKING SURFACE SHALL BE TEMPERED. A. .HI.N (GLAZING SUBCONTRACTOR TO VERIFY LOCATION(S)Or ALL SAFTEY GLAZING.) 2.GLAZING SHALL BE,TEMPERED IN AN INDIVIDUAL FIXED OR OPERABLE PANEL. OTHER THAN THOSE LOCATIONS WINDOW SCHEDULE DESCRIBED IN ITEM 1.ABOVE.THAT MEETS ALL THE FOLLOWING CRITERIA NO. OTT SIZE! FRAME U-VALUE NOTES A)EXPOSED AREA OF INDIVIDUAL PANE GREATER THAN 9 SQUARE! FEET TYPE! B)EXPOSED BOTTOM EDGE GREATER THAN 56"ABOVE THE FLOOR. A REMODEL FOR MAT'L. FIN. C)EXPOSED TOP EDGE GREATER THAN 56-ABOVE THE FLOOR. CITY OF ARLINGTON D)ONE OR MORE WALKING SURFACES WITHIN 26'ABOVE THE FLOOR. 5.REFER TO THE DOOR SCHEDULE FOR SIZE OF ALL DOORS WITH GLAZING. INNOVATION CENTER PHASE II 4.SEE BUILDING ELEVATIONS FOR MUTTON AND DOOR PLACEMENTS 404 NORTH OLYMPIC AVE &OPERABLE WINDOWS. D 2 101-01 X 2'-0' FIXED STOREFRONT CLEAR ANOD. .34 EXTERIOR ISOLARBAN 60 CLEAR PPG BRONZE LOW N 5.ALL WINDOW SIZES ARE ROUGH OPENINGS AND SHALL BE FIELD MEASURED ARLINGTON, WA 6 FIXED STOREFRONT CLEAR AND - EXTERIOR(SOLARBAN 60 CLEAR PPG BRONZE LOW El PRIOR TO FABRICATION. 98223 1-01 X 8'-2-1/2' �l 6.U-VALUF!OF ALL WINDOWS TO BE.54 OR BETTER.LOW F&THERMALLY BROKEN H 1 31-01 x 61-91 FIXED STOREFRONT CLEAR ANOD._.34 EXTERIOR ISOLARBAN 60 CLEAR PPG BRONZE LOW El (SHADING COEFFICIENT TO BE.40 OR BETTER.) 1 1 7'-6'X 6'-9' SLIDER/FIXED STOREFRONT CLEAR ANOD. .34 EXTERIOR(SOLARBAN 60 CLEAR PPG BRONZE LOW 121 LOWER SECTION SLIDING 7.CONTRACTOR TO VERIFY ALL WINDOW QUANTITIES. 1 21-11,X 11-10' FIXED STOREFRONT CLEAR ANOF .34 EXTERIOR(SOLARBAN 60 CLEAR PPG BRONZE LOW El 8.CONTRACTOR TO VERIFY ALL WINDOW SIZES 9.SEE SHEETS A-6.0 FOR WINDOW DETAILS 10.T-TEMPERED GLASS NOTE: (T)-TEMPERED GLAZING FIELD VERIFY ALL WINDOW OPENINGS PRIOR TO MANUFACTURING DOOR SCHEDULE NO. SIZE DOOR LEAF FRAME HARDWARE IRATING NOTES TYPE MAT'L. FIN. MAT'L. FIN. Cl-SR. PANICIGRP.1 1 2'-8'x 7'-0' D ANOD.ALUM. Cl-R.ANOD. ANOD.ALUM. CLR.ANOD. YESMEDIUM STYLE DOOR W/TUBULAR PUSH/PULL STOREFRONT DOOR W/CONTINOUS HINGE.CONCEALED CLOSER/WEATHERSTRIP/THRESHOLD/SWEEP/KEYED LOCK/DVADBOLT SOLARBAN 60 LOW r GLASS FIELD VERIFY OPENING E' I NUMbt:K: T REVISIONS: D 09/29/21 BID SET/PERMIT SET DOOR NOTES: 1.ALL DOORS TO BE 1 3/4'THICK.ALL WOOD DOORS TO BE SOLID CORE SPECIES TO BE MAPLE. 2.VERIFY ALL R.O.AND JAME,DEPTHS PRIOR TO ORDERING. 3.ALL DOORS TO HAVE BARRIER FREE HARDWARE AS REQUIRED. 4.EXIT DOORS 1.2 SHALL BE OPeNA51-r FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE!OR EFFORT. 5.ALL GLAZING WITHIN A 24 INCH ARC OF EITHER EDGE OF DOORS AND WITHIN 18 INCHES OF FLOORS SHALL BE SAFTEY GLAZING AS REQUIRED BY IBC SECTION 2406.ALL SUCH GLAZING SHALL HAVE PERMANENT IDENTIFICATION SAFETY GLAZING STAMP. 6.DOORS SHALL HAVE LEVER HARDWARE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE. 7.ALL DOORS W1 DEADBOLTS MUST HAVE SINGLE ACTION OPERATION BY HANDLE!INSIDE AND KEY ON THE EXTERIOR &FOR DOOR DETAILS SEE SHEETS A-e.O 0.U VALUE OF ALL EXTERIOR STOREFRONT DOORS TO BE.37 OR BETTER 10.ALL EXTERIOR DOORS ARE TO BE FULLY WEATHERSTRIPPrD AND HAVE ADA COMPLYING THRESHOLDS AND CONCRETE LANDINGS(OR SIDEWALK).EXTERIOR DOORS OPENING ON TO TRAFFIC AREAS ARE TO BE PROTECTED BY PIPE BOLLARDS. SHEET TITLE: SCHEDULES FINISH SCHEDULE ROOM ROOM FLOOR BASF NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING NOTES: NO. NAME MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MA7L FIN NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT-L PIN. HGT. 100 COVERED CANOPY METAL PNT.-1 12'4-VERIFY PAINT EXIST METAL SOFFIT PANELS 101 OPEN OFFICE! CONC. SEAL 12'.4'-13'-1' SEAL EXIST. CONC.SLAB 102 LOBBY CONC. SEAL VRB FF 0 GWB PNT.-2 10'-0'A.F.F. PATCH REPAIR EXIST.GWG CEILING WATER DAMAGE!PAINT I INSTALL PAINTED WOOD TRIM AT NEW STOREFRONT WINDOWS/INSTALL VRB BASE AT CASEWORK 105 RESTROOM-UNISEX 10'-0'A.F.F. NO CHANGES 104 RESTROOM-UNISEX 10'-0'A.F.F. NO CHANGES 105 1 OFFICE CONC. SEAL 10'-0'A.F.F. SEAL EXIST.CONC.SLAB 1 106 IBREAK CONC. I SEAL VRB Fr 12'.4'-13'-1' SEAL EXIST.CONC.SLAB 107 RESTROOM FIXTURE ACCESS 10'4'A.F.F. 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O INSTALL NEW 3 LAN'mov rx INSTAL NEW LINER 4 VENTED SOFFIT LINER PANELS) VENTED SOFFIT LINER PANELS) ICI RELOCATE EXPOSED CONDUIT* 19-333.1 (6)EXIST.SURFACE MTD.LIGHT FIXTURES TO BE CONCEALED WITHIN SOFFIT AFTER REMOVAL OF EXIST.SOFFIT LINER PANELS SOFFIT AND PRIOR TO INSTALLATION OF NEW VENTED METAL SOFFIT LINER PANELS A 12'-0'A.P.P. REVISIONS (PAINT PANELSI 09/20/21 BID SET/PERMIT SET A\ RELFECTED CEILING PLAN SCALE: 1/4'-T-O' LEGEND INTERIOR EXIST.SURFACE MOUNTED 1'X 4'LED ACRYLIC WRAP PER ELECTRICAL EXIST,4'-0'LED STRIP LIGHT-CABLE MOUNT 10'-0'A.F.F. PER ELECTRICAL EXIST.6'LED RECESSED CAN W/CLEAR ALZAC LENS-PER ELECTRICAL SHEET TITLE: EXIST.DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/BATTERY BACKUP REFLECTED CEILING PLAN EXIST.COMBINATION EXIT SIGN/EMERGENCY LIGHTING - WITH BATTERY BACKUP HARDWARE f EXIST. EMERGENCY LIGHTING W/BATTERY BACKUP HARDWARE (F) EXIST.EXHAUST FAN V.T.O.AS REQUIRED PER MECHANICAL DRAWINGS NOTES: 1. LOCATE ALL DIFFUSERS 6 RETURN AIR GRILLES SO AS NOT TO INTERFERE W/LIGHTS. DAVID WILSON PROJECT ARCHITECT, DAVID WILSON DRAWN BY. PETER J CARLETTI CHECKED BY. JUNE 16, 2021 DATE S\:ARCH\19\DRAWINGS\19-333.1 COMPUTER FILE NAME A - 2 . 4 COPYRIGHT 2021 CARLETTI ARCHITECTS.Ps. NEW WINDOWS INSTALL BREAK METAL AS REQURRED DUE TO SPALLING CONCRETE ONCE EXIST.WINDOWS ARE REMOVED MATCH 6 g EXIST.INSTALLS A �\ INSTALL METAL ROOF O EXISTING MTL.TRI A_q,p B EXISTING COVERED EXISTING MANSARD C J C J A_4 p 1 H I 4 WINDOWS 3 A-4.0 O EXISTING CONE. l 1 PANELS ON END MANSARD W/NEW METAL ROOF PANELS �h/ Y W/STUCCO PINISF{�� WALL TO MATCH WITH PAINT P-1 REPAIR COPING/FLASHINGS PRIMGPAINT P-1 EXISTING MANSARD REFASTEN AS REQ'D. CANOPY NEW METAL ROOFING NEW COPING/FLASHINGS W/NEW METAL ROOF PANELS ROOF PANELS COPING/PLASHIN03 EXISTING illNEW GUTTERS AND CARLETTI ARCHITECTS P.S. EXIST.STEEL TRELLIS ^^^^ EXISTING 3T T LLIS NEW u MTL.TRIM DOWNSPOUTS STING STEEL EXISTING MTL.TRIM PAINT P-1 N01 WORK E archl ,planning, error design / .d" '/ M M f' r5 I • ,, 'lecture nnin interior d 'n STRUCTURE NO WORK It CANOPY POST NEW GUTTERS EXISTING STEEL PAINT P•1 -1. f W '- "' » .�—b.�.��.-� �'- AND DOWNSPOUTS CANOPY POST NEW'J' ' ' EXISTING CONC. �00 �IUU ' 116 EAST FIR STREET .. 1� PRIME/PAINT P-9 ,^ ,^ EXIST.CONC. NEW DOWNSPOUT IhLL`"'f PRIME/PAINT P-9 WINDOW W/STUCCO FINISH BENCH NO WORK SUITE A y, NCW WINDOWS A` f` f` A` / �` a PRIME/PAINT P-0 MOUNT VERNON. WA. 98273 TYPE'G'WINDOW NEW EXIST.PLANTER STOREFRONT 'i ,r / g y ,i sy y, NO WORK IM. EXISTING CMU WALL DOOR Phone! 360 424-0394 '.. h ...., x-.�.......,, I. PAINT ,r. + Z EXIST.CONC. 24 726 .,. ,.. 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WORK D/HMP, WINDOWS NO WORK INT REROUTE CONDUIT SUPPLY TO LIGHTS EXISTING SIDEWALK NO WORK TO CONCEALED AT SOFFIT PAINT l�2Y W/STUCCO P1N15H NO WORK ALL EXPOSED CONDUIT TO MATCH WINDOWS NO WORK E STERED PRIMGPAINT P•1 WALL COLOR nCT SOUTH ELEVATION NORTH ELEVATION WEST ELEVATION nA,EG IW9HNOfON SCALE: 1/8'-1'-0' SCALE: 1/8'-T-0' SCALE: 1/8'-1'-O' EXISTING METAL TRIM REPAIR AND FASTEN AS REQUIRED (^' (/�� A REMODEL FOR: REPLACE BETWEEN GRID 1-2 Q \—/ A i MANSARD ROOF INSTALL CITY OF ARLIENTON ER T A-4.0 NEW METAL ROOF PANELS EXISTING ETAL TRIM COPING/FLASHINGS INNOVATION CENTER PHASE II EXISTING COVERED PAINR I,T P-1 REFASTEN T.O.PARAPET 14'-4'A.P.P. w CANOPY INSTALL ARL NORTH OLYMPIC AVE NEW METAL ROOF PANELS — B.O.SOFFIT 11'-O'A.F.F. 98223GTON. WA COPING/FLASHINGS EXISTING COVERED T.O.WINDOW 10'-0'A.F.F. +CANOPY POST PRIME/PNT.P-9 ..... ':i, 404 / '` s /..Ji,..� M1' IV - TO.D00 '-9-1 2'A. P.P. 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PROTECT SIGNAGE W/STUCCO FINISH W/STUCCO FINISH 'SERVICE IS OUR BUSINESS' PRIMGPAINT P-1 PRIMP/PAINT P-1 REMOVE/REATTACH TO ALLOW EAST ELEVATION FOR PAINTING SCALE: 1/8'-1'-0' 19-333.1 1.PRESSURE WASH AND CLEAN ALL EXISTING PAINT COLORS, EXTERIOR MASONRY AND CONCRETE SURFACES EXTERIOR CMU/CONCRETE-P-1 BUILDING EXTERIOR WALLS SHERWIN WILLIAMS SATIN WHITE 2.PATCH ANY SPALLING CONCRETE EXTERIOR TRIM AT WINDOWS/DOORS-P-2 1 SHERWIN WILLIAMS SATIN WHITE REVISIONS: 9.PRIME AND PAINT WITH(2)COATS LATEX ENAMEL PAINT EXTERIOR CONCRETE,CMU AND STRUCTURAL STEEL-P-3 06/29/21 BID SET/PERMIT SET WOOD TRIM AND STEEL SURFACES. SHERWIN WILLIAMS SEMI GLOSS BLACK DO NOT PAINT EXISTING EXTERIOR METAL ROOF PANELS HOLLOW METAL DOORS/FRAMES MATTE BLACK EXISTING STOREFRONT EXISTING HSS TRELLIS METAL SOFFIT PANELS EXISTING HANDRAILS WHITE GUTTERS MATTE BLACK DOWNSPOUTS MATTE BLACK SHEET TITLE: ELEVATIONS Pic PROJECT ARCHITECT: Pic DRAWN BY. PETER J CARLETTI CHECKED BY: JUNE 21. 2021 DATE S\:ARCH\19\DRAWINGS\19-333.1 COMPUTER FILE NAME A � 3 . 0 COPYRIGHT 2021 CARLETTI ARCHITECTS.P.B. REMOVE EXIST.METAL ROOFING SLEEPERS AND BUILT UP ROOFING/\ 1 2 p 3 DOWN TO EXISTING ROOF DECK I ¢ I 1 EXISTING MANSARD FRAMING A--" — — — — — — — — — — — REMOVE EXIST.METAL ROOF PANELS EXIST.T&G ROOF DECKING 0/ GUTTERS/DOWNSPOUTS d SOFFIT PANELS c 2x10 JOISTS 0 16'O.C.TYP. — — T.O.PARAPET — — — — �O-MM60L — — /_ —-— — 110.PARPET FRAMING 14 T. PRAMING 13'-3'A.F.F. ;! T. BEAM IT-4'A.F.P. $ B.O.SOFFIT i B.b.sOPFIT t0'-D'A.P.F. CARLETTI ARCHITECTS P.S. _ _ _ T. .WIN 10'-0'A.F.F. arch�re,planning,interior design �r �r �r jREMOVE EXISTING 116 EAST FIR STREET L J L�JL�JL_�J ' (I L�JL�JL�JLJ GUTTERS/DOWNSPOUTS I- - - - - - - J 3-O I SUITE A ! MOUNT VERNON. WA. 98273 R I ! I Phone: (3601 424-0394 REMOVE EXIST.WINDOWS AND METAL BARS I I Fax: `3601 424-5726 PREPARE OPENINGS FOR I I NEW STOREFRONT WINDOWS l BO WINDOW 2'•8'A.F.F. 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AWN 8Y ��— ' - DR EXIST.EXTERIOR CONCRETE , ° {�-''?- "� *i�= k EXIST.EXTERIOR CONCRETE PETER J CARLETTI I SIDEWALK SIDEWALK CHECKED BY: Il" C� .I._�_ EX _ I EXISTING FOOTING/ _ ISTING FOOTING/ STEM WALL s •�,,� I I STEM WALL JUNE 21. 2021 DATE - S\:ARCH\19\DRAWINGS\19-333.1 A BUILDING SECTION-DEMOLITION SCALE: 1/4'-1'-0' U BUILDING SECTION-PROPOSED °DMP A 4 0 °TER FILE NAME SCALE: 1/4'-T-0' COPYRIGHT 2021 CARLCTTI ARCHITCCTS.PS. I INSTALL I'PLYWOOD ON BACKSIDE OF EXIST. PARAPET FRAMING AND ON TOP AND DOWN PACE MIN.4' ( RUN MEMBRANE ROOFING UP ANGLED WALL AND TOP 3 EXIST.CONC.WALL AND DOWN FACE OP PLYWOOD TYP.PLAT ROOF CONSTRUCTION 4 L TYP,MANSARD ROOF CONSTRUCTION I'HIGH DENSITY COVER BOARD IR•2.5)0/ : 1 S A A L Ls 0/ R•9e RIGID POLY4SO INSULATION AVG.R•VALUE �'HAT CHANNELS 0 19'O.C.0/ it li INSTALL IN MIN.(2)LIFTS EXISTING MANSARD FRAMING 0/ REVERSE AND STAGGER JOINTS �'HAT CHANEL9•24'D.C.UP REQUIREDI 0/ CARLETTI ARCHITECTS P.S. (TOTAL RAND IN R-38TAL AVERAGED INSULATION IS TAPERED) NEW VENTED METAL SOFFIT LINER PANELS archl acure,planning,interior design PROVIDE AND INSTALL TAPERED INSULATION AS REQUIRED TO PROVIDE POSITIVE DRAINAGE INSTALL OVER TOP OF VAPOR BARRIER 0/ RUN ROOFING UP AND OVER 116 EAST FIR STREET � PLYWOOD ROOF SHEATHING TOP OF PARAPET 9EE STRUCTURAL FOR NEW SHEAR DIAPHRAGM)0/ CURB AND DOWN PACE MIN.T SUITE A I EXIST.WOOD T06G DECKING 0/ ,4 BEND COPING FLASHING MOUNT VERNON. WA. 98273 Vr EXIST.OLU•LAM BEAM DOWN AND ONTO Phone: (3601 424-0394 A-6.0 METAL ROOF PANELS SEAL PER 1 1 DUE TO CONCRETE SQUIRING AFTER / MANUF.RECOMMENDATIONS Fax; 360 424-5726 BREAK METAL A9 REQUIRED REMOVAL OF WINDOWS T.O.EXIST.MANSARD FRAMING MATCH EXIST.CONDITIONS �� ................., 14'•p'q.-. L Y PARAPET COPING/PLASHIN a41p ATTACH TO CONT.CLEAT E STERED ON BACKSIDE OF PARAPET HITECT BACKER ROD&SEALANT ITYPI r r CURB i EXISTING MANSARD ROOF FRAMING <9 NO CHANGES REMOVE EXIST.METAL ROOF AND SOFFIT PANELS REPLACE SIAIE YIA4NNUfON WI NEW METAL ROOF PANELS A. _. ...w_ ._... VENTED SOFFIT LINER PANELS i -^-� - DRIP FLASHING FROM EXIST.CONC.WALL / d METAL ROOF PANELS TO GUTTER BEND PANEL °,. ENDS DOWN 6 SEAL SEAMS PER MANUF.RECOMMENDATIONS A REMODEL FOR: CITY OF ARLINGTON NEW ALUMINUM GUTTER MATCH EXIST.W/ INNOVATION CENTER PHASE II 4 NEW 574'INEXISTING ECTANGULARLOCATIONS.DOWNSPOUTS 404 NORTH OLYMPIC AVE CONNECT DOWNSPOUTS TO ARLINGTON. WA y, STORM SYSTEM AS REQUIRED 98223 SJ 104'A.P.P.FIELD VGRIPY i 4 INSTALL PAINTED WOOD TRIM ON INSIDE PACE TO INTERSECTION W/ NEW STOREFRONT TO HIDE EDGES AND CLEAN UP BREAK METAL TO VENTED L E RECEIVE VENTED METAL SOFFIT ALL WALLS/CORNERS MATCH STOREFRONT ATTACH LINER PANELS PER MANUF'S. RECOMMENDATIONS AT EACH CND TYP. STOREFRONT WINDOWS 2 ATTACH PER MANUF. EXIST.EXTERIOR CONC.WALLS RECOMMENDATIONS A-5.0 PRESSURE WASH/CLEANVAN REPAIR ING CONCRETE PRIME AND THEN PAINT W/ (2)COATS LATEX ENAMEL / I BREAK METAL TO 19-333.1 MATCH STOREFRONT ATTACH PER MANUF'S.RECOMMENDATIONS — REVISIONS:ZL 09/20/21 BID SET/PERMIT SET STOREFRONT DOOR VERIFY OPENING WIDTH VERIFY STRUCTURE TO REMAIN BACKER ROD 6 SEALANT BACKER ROD 6 SEALANT BREAK METAL TO BREAK METAL TO MATCH STOREFRONT ATTACH MATCH STOREFRONT ATTACH PER MANUF'S. RECOMMENDATIONS PER MANUFS.RECOMMENDATIONS STOREFRONT @ LOBBY 4 SCALE: 3'-1'-0 I SHEET TITLE: ELEVATIONS SECTIONS INTERIOR DETAILS WINDOW PER -� EXIST.CONC.WALL i PRIME/PAINTSCHEDULE ° SHIM AS REQ'D ITYP) SHIM AS REQ'D ITYPI T.O.EXIST.CONC.SLAB P.P. WINDOW PER ° .A °. ... . BACKER ROD 6 SEALANT ITYPI SCHEDULE 4 -- .. ---q--_a —................. _......- ...._.._ 4 8 n. . .......___..., WINDOW PAN RUN OUT AND DOWN ONTO _® < _ ° 4 ° '— T �. .. T FACE OF CMU .�..-� ... Pic PROJECT ARCHITECT: EXIST. CMU WALL a / BACKER ROD&SEALANT(TYPI —I I 4 ° Pic PRIME/PAINT DRAWN BY. BREAK METAL AS REQUIRED •-•— ••— --- - — - - EXTERIOR DUE TO CONCRETE SPALLING AFTER -- ° — PETER J CARLETTI EXTERIOR 'ERIOR ° INTERIOR REMOVAL OF WINDOWS .l�i - --- -- CHECKED BY. * MATCH EXIST.CONDITIONS �n 4 JUNE 21, 2021 DATE a.....: �. _ co ARCH\19UTER \ AW NGS\19-333.1 --- .E—E III ( �.._........ i I --;._._ - 3 CMU WINDOW SILL 2 CONC. WINDOW JAMB ! ---- _ - HEAD/SILL SIM. TO SCALE: 3' NAME -1'-0 HEAD/SILL SIM. TO SCALE: 3'-1'-0 _-_ � WALL SECTION A ^ 5 . 0 SCALE: 1-1'-0 COPYRIA HT 2011 CARLETTI AROMIT..T&1... CARLETTI ARCHITECTS P.S. a¢hitedure,planning,interior deign 116 EAST FIR STREET SUITE A MOUNT VERNON. WA. 98273 Phone: (360) 424-0394 Fax: 360 424-5726 NEW MANSARD COPING/FLASHINGJ , W/ DRIP EDGE BEND DOWN ONTO PVC MEMBRANE ROOFING OVER PARAPET COPING NEW PVC MEMBRANE EG SI EOT NEW METAL ROOF PANELS CLOSE OFF FLASHING RUN DOWN CURB SEE 4/A-6.0 ITECT EXIST. STEEL KICKER AND PACE PAST THE NEW J' ;TYP BRACING EXIST. MANSARD FRAMING ROOP DIAPHRAGM BREATHING AND PAST EX18TIN0 WOOD PETER NO CHANGES T&G DECKING 6 WOOD PLATE STRIE D VASMNGTQ7 EXIST. STEEL BEAM CANOPY FRAMING TYP. MANSARD ROOF CONSTRUCTION l EXIST. LIGHT GAUGE FRAMING j NEW 24 GA. KYNAR STANDING SEAM SLOPE;•/FT. �t METAL ROOF PANELS 0/ A REMODEL FOR: HAT CHANNELS 016' O.C. 0/ T.O.FRAMING CITY OF ARLINGTON EXISTING MANSARD FRAMINGr INNOVATION CENTER NEW BUILT UP BOX GUTTER NEW Roor DIAPHRAGM SHEATHING 404 NORTH OLYMPIC AVE ALUM. TO MATCH EXIST. > ARLINGTON, WA EXISTING WOOD T8G DECKING 98223 •„ ..,,„,,,,.,,,_,,, .. EXISTING CONCRETE WALL .. W_.. _,_..... NEW DRIP FLASHING CLOSE OFF Exlsrwc 2x10 ROOF Jolsrs b ENDS OF ROOF PANELS EXISTING GLU•LAM BEAM EXIST. STEEL SUPPORTS W/ EXIST. CANOPY FRAMING AND EXIST. SOFFIT PANELS AND SOFFIT LINER PANELS MANSARD FRAMING PAINT EXIST. SOFFIT LINER PANELS So,BEAM r CANOPY MANSARD/COPING 12 scALE: r=r-o 11 ROOF EDGE FLASHING SCALE: 1'=1'-O' ►1� EXISTING HOT PIPE 19-333.1 DIMENSION EXISTING CONDUIT/ NOTES. DIMENSION AS EXISTS AT SITE NOTES' AS EXISTS ON SITE PIPE PENETRATION 1. REMOVE ALL LEAD AND NEW SEALANT NOTE f2 OTHER FLASHING 1. FIELD FABRICATED PIPE FLASHING NEW STAINLESS NEW WATER CUT- NEW RAIN HOOD FOR USE WITH HOT PIPE.120 DEG F OFF MASTIC 2. TEMPERATURE OF PIPE (40 DEG C) OR HOTTER. STEEL ) MUST NOT EXCEED 120 DEG. po NEW WATER CUT-OFF MATIC REVISIONS: 1 CLAMPING RING NEW PIPE SEAL F 149 DEG CI NEW STAINLESS STEEL CLAMPING RING 2. FLASHING MEMBRANE WRAPPED NEW PVC NEW METAL COLLAR (SEE NOTE 31 AROUND PIPE SHALL HAVE MIN. 1-1/2' 00/29/21 BID SET/PERMIT SET MEMBRANE 0/ EW HOT AIR 3. PIPE SEAL MUST HAVE (4 CM)VERTICAL HOT AIR WELD WELD INTACT RIB AT TOP EDGE. MIN. 1.1/2'14CM1 NEW FLASHING MEMBRANE NEW RIGID 3. TEMPERATURE OF METAL COLLAR INSULATION NOTE V REGARDLESS OF PIPE HOT AIR WELDED NEW HOT AIR WELD NEW PVC ROOFING MUST NOT EXCEED 120 DEG F MIN. 1-1/2' NEW PVC DIAMETER. SEAM MEMBRANE NEW RIGID INSUL. (40 DEG C). I 4. PIPE SEAL DECK FLANGE NEW PVC 1/2' MIN. AND COVER BOARD I I MUST BE HOT AIR WELD MIN. (13 mm) �r�!!r OF 1-1/2' (4 CM). Uj 5. INSTALL A SECTION OF rl�m� APPLY HEAT TO FLASHING PVC MEMBRANE OVER SEAM AND FORM BY HAND PRIOR Q INTERSECTIONS PRIOR TO NEW EDGE SEALANT r > TO HOT AIR WELDING / INSTALLING PRE-MOLDED PIPE f " SEAL. MIN. 1-1/2' HOT AIR WELD - NEW P.T NAILER THICKNESS \ / ' � \ EXISTING WOOD NEW 1 MIN' _ 1-i/ MIN. AS REQUIRED PRE-MOLDED ROOF DECK BOOT ! EXISTING WOOD l EXISTING R-21 � / �� jJ 11 ' ROOF DECK SHEET TITLE: BATT INSUL EXISTING R-21 GATT INSULATION .r DETAILS r_ / 9 PLUMBING ROOF PENETRATION @ COL_D PIPE SCALE: N.T.S. 7 ROOF PENETRATION @ HOT PIPE SCALE: N.T.S. RTU NEW OR ' EXIBTINO NEW JOINT 0 BREAK METAL SECTIONS FOR NEW WEATHER CAP EXP./CONTRACTION (EXIST OR NEW [ NEW 24 GA COPPER JOINT ? j -EXISTING ELECTRICAL CONDUIT PRE-FA6 CURB COVER 1 BREAK MTL, Z 1___ LOCATION PER PLAN MECH.UNIT MANUF. ( COUNTER PLASHING SECTIONS.SET IN BED '�• f ? i 14'MINIMUM ABOVE JI( OF SILICONE SEALANT �`P INSTALL NEW 500T FLASHING ROOF DECK -- 0 PER DETAIL 14/A-6.0 SEAIANTKEnRPROD AND t SLOPE INSIDE TO 4.,. W .3 TYP.ROOF CONSTRUCTION PROJECT ARCHITECT: PARAPET TYP.ROOF CONSTRUCTION Pic > DRAWN BY: r x PETER J C— ARLETTI CHECKED BY: 10- DATE NEW 24 GA.COPPER I �� S\:ARCH\19\DRAWINGS\19-333.1 PARAPET CAP -- - •-�.�1 FLASHING COMPUTER FILE NAME ... ELECTRICAL RTU EXH A ^ 6 . 0 PARAPET COPING ELE CAL CONDUIT / AUST CURBS SCALE: N.T.S. 5 OOCT SCALE: 1'=1'-O TYP SCALE: 1'=1'-O' COPYR[OHT 2021 CARLCTTI ARCHITECTS.P.S. INNOVATION CENTER PHASE II MECHANICAL DESIGN PHASE II SYMBOL LIST GENERAL NOTES MECHANICAL/ELECTRICAL COORD. CARLETTI ARCHITECTS P.S. SYMBOL ABBV. DESCRIPTION SYMBOL ABBV. DESCRIPTION INSTALL SEISMIC BRACING FOR ALL DUCTWORK,EQUIPMENT AND PIPING PER UNLESS OTHERWISE INDICATED.ALL MECHANICAL EQUIPMENT MOTORS AND CONTROLS SHALL BE I.B.C.REQUIREMENTS.PROVIDE ENGINEERED AND STAMPED DESIGN DRAWINGS FURNISHED,St L IN PLACE AND',HIRED IN ACCORDANCE WITH DIVISION 15 OR 16 PER THE 1Pd11t•Cdlf!$pIY111Y1� BALL VALVE OT HP-1 T'STAT THERMOSTAT IF REQUIRED BY IBC.CONTRACTOR TO CONTACT OR HIRE A STRUCTURAL FOLLOWING SCHEDULE 116 EAST FIR STREET ENGINEER TO DETERMINE BUILDING AND SYSTEM IMPORTANCE FACTORS. FURNISHED SET POWER CONTROL D4 GATE VALVE AFF ABOVE FINISHED FLOOR UTILIZE ISAT OR OTHER SEISMIC BRACING COMPANY. ITEM BY BY WIRING WIRING SUITE A iV CHECK VALVE ARCH, ARCHITECT/ARCHITECTURAL INSTALL ALL PIPING ON ROOM SIDE OF BUILDING INSULATION. EQUIPMENT MOTORS MECH MECH ELEC MECH MOUNT VERNON, WA. 98273 D6 GLOBE VALVE BFF BELOW FINISHED FLOOR MECHANICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE,AND DO NOT Phone; f{(360 424-0394 NECESSARILY REFLECT EVERY REQUIRED OFF-SET,FITTING OR ACCESSORY. MOTOR STARTER AND ELEC ELEC ELEC MECH FOX: 13601 424-5726 GAS COCK COB CEILING DIFFUSER-SURFACE MOUNTED OVERLOAD HEATERS r� COORDINATE INSTALLATION OF MECHANICAL SYSTEMS WITH BUILDING CDL CEILING DIFFUSER-LAY IN STRUCTURE AND ALL OTHER TRADES. FUSED AND UN-FUSED ELEC ELEC ELEC - t# _r RELIEF VALVE THE MECHANICAL CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BEGINNING DISCONNECT SWITCHES W BALANCING VALVE CGS CEILING GRILLE-SURFACE MOUNTED WORK IN ORDER TO OBSERVE EXISTING CONDITIONS.VERIFY EXACT SIZE, THERMAL OVERLOAD AND LOCATION AND CONDITION OF ALL EXISTING SYSTEMS,DUCTS,PIPES,UTILITIES HEATERS CGL CEILING GRILLE-LAY IN AND BUILDING STRUCTURE. FLOW CONTROL VALVE(SET FOR 1 GPM) LOW VOLTAGE MANUAL MECH MECH MECH MECH COP COEFFICIENT OF PERFORMANCE LOCATE ALL PLUMBING FIXTURES PER ARCHITECTURAL DRAWINGS. OPERATING AND HARRIS GR0UP D SPEED SWITCHES DIQ PRV PRESSURE REDUCING VALVE DEMO DEMOLISH VERIFY VOLTAGES AT THE SITE PRIOR TO ORDERING ANY EQUIPMENT. -------- UNION DWG DRAWING CONTRACTOR SHALL PROVIDE WASTE,VENT,WATER AND GAS PIPING, CONTROL RELAYS AND MECH MECH MECH MECH INCLUDING TRAPS,FITTINGS AND STOPS TO COMPLETE EACH EQUIPMENT TRANSFORMERS _ THERMOMETER (E),EXIST. EXISTING ITEMS HOOK-UP TO THE POINT OF FINAL CONNECTION.CONNECTION BETWEEN LINE VOLTAGE T'STATS MECH MECH MECH - A REMODEL FOR VARIOUS PIECES OF EQUIPMENT SHALL BE MADE BY THE PLUMBING AND SWITCHES PRESSURE GAUGE ELECT. ELECTRICAL CONTRACTOR AT THE TIME EQUIPMENT IS BEING INSTALLED. CITY OF ARLINGTON b EC ELECTRICAL CONTRACTOR PROVIDE WATER HAMMER ARRESTOR ON FASTACTION VALVES. LOW VOLTAGE MECH MECH MECH MECH INNOVATION CENTER PHASE II VIBRATION ISOLATOR T'STATS 404 NORTH OLYMPIC AVE r WATER HAMMER ARRESTOR EER ENERGY EFFICIENCY RATING MAJOR APPLICABLE CODES: ARLINGTON WA MOTOR,MO SOLENOID MECH MECH MECH MECH EFF EFFICIENCY/EFFICIENT 2018 INTERNATIONAL BUILDING CODE WITH WITH WASHINGTON STATE AMENDMENTS VALVES,MOTORIZED 99$233 STRAINER 2018 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS DAMPERS D1Q�pD1G RPBP BACKFLOW PREVENTION DEVICE FR FLOOR REGISTER 2018 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2018 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS 'I- GC GENERAL CONTRACTOR 2018 INTERNATIONAL FUEL GAS CODE WITH WASHINGTON STATE AMENDMENTS TEMPORARY HEATING MECH MECH ELEC MECH CONTACT: SARAH LOPEZ HOSE GH GPM GALLONS PER MINUTE 2018 WASHINGTON STATE ENERGY CODE CONNECTION CITY OF ARLINGTON • VTR VENT THROUGH ROOF ELECTRIC HEATING MECH MECH ELEC MECH COMMUNITY REVITALIZATION O T CO CLEANOUT HSPF HEATING SEASONAL PERFORMANCE FACTOR PROJECT MANAGER w W WASTE HWR HIGH WALL REGISTER 360-403-3448 ------------ V VENT HWG HIGH WALL GRILLE L . ------- CW COLD WATER I.E INVERT ELEVATION �WA✓�,-.� ---------- HW HOT WATER IPLV INTEGRATED PART LOAD VALUE ------------- HWC HOT WATER RECIRCULATION LWR LOW WALL REGISTER 2018 WASHINGTON STATE ENERGY CODE NOTES p 47828 HEAT TRACE TAPE ON WATER PIPING LWG LOW WALL GRILLE MC MECHANICAL CONTRACTOR NOTE:ITEMS IN(PARENTHESIS)REFERENCE CODE SECTIONS FROM THE 2015 WASHINGTON (C403.2.6 VENTILATION)CONTRACTOR SHALL PROVIDE VENTILATION,EITHER NATURAL OR ZONAL G G GAS STATE ENERGY CODE. MECHANICAL,IN ACCORDANCE WITH CHAPTER 4 OF THE INTERNATIONAL MECHANICAL CODE. MECH. MECHANICAL WHERE MECHANICAL VENTILATION IS PROVIDED,THE SYSTEM SHALL BE CONFIGURED TO C C,COND CONDENSATE (C403.2 PROVISIONS APPLICABLE TO ALL MECHANICAL SYSTEMS)CONTRACTOR SHALL PROVIDE PROVIDE NO GREATER THAN 150 PERCENT OF THE MINIMUM OUTDOOR AIR REQUIRED BY 18-333.1 (N) NEW ALL MECHANICAL SYSTEMS AND EQUIPMENT,SERVING THE BUILDING HEATING,COOLING OR CHAPTER 4OF THE INTERNATIONAL MECHANICAL CODE OR OTHER APPLICABLE CODE OR TPL TPL TRAP PRIMER LINE VENTILATING NEEDS,WHICH COMPLY WITH SECTIONS C403.2.1 THROUGH C403.2.13. STANDARD,WHICHEVER IS GREATER. e O DUCT SECTION-SUPPLY NTS NOT TO SCALE OFCI OWNER FURNISHED,CONTRACTOR INSTALLED (C403.2.3 HVAC EQUIPMENT PERFORMANCE REQUIREMENTS)CONTRACTOR SHALL PROVIDE (C403.2.8.3.1 LOW-PRESSURE DUCT SYSTEMS)CONTRACTOR SHALL PROVIDE ALL LONGITUDINAL w 4 DUCT SECTION-RETURN EQUIPMENT WHICH MEET THE MINIMUM EFFICIENCY REQUIREMENTS OF TABLES C403.2.3 1, AND TRANSVERSE JOINTS,SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS O REVISIONS: POC POINT OF CONNECTION C403.2.3(2),C403.2.3(3),C403.2.3(4),C403.2.3(5),C403.2.3(6),G403.2.3(7),C403.2.3(8)AND C403.2.3(9) OPERATING AT A STATIC PRESSURE LESS THAN OR EQUAL TO 2 INCHES WATER GAUGE(W.G.) DUCT SECTION-EXHAUST e WHEN TESTED AND RATED IN ACCORDANCE WITH THE APPLICABLE TEST PROCEDURE. (,,,RATING WITH SECURELY FASTENED AND SEALED WITH WELDS,GASKETS,MASTICS(ADHESIVES), PLATE-TYPE LIQUID-TO-LIQUID HEAT EXCHANGERS SHALL MEET THE MINIMUM REQUIREMENTS MASTIC-PLUS EMBEDDED-FABRIC SYSTEMS OR TAPES INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.PRESSURE CLASSIFICATIONS SPECIFIC TO THE 12z8 RECTANGULAR DUCT(INSIDE DIMENSION) TYP, OF TABLE C403.2.3(10). DUCT SYSTEM SHALL BE CLEARLY INDICATED ON THE CONSTRUCTION DOCUMENTS IN 12"o ROUND DUCT U.O.N. UNLESS OTHERWISE NOTED ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. (C403.2.4 HVAC SYSTEM CONTROLS)CONTRACTOR SHALL PROVIDE EACH HEATING AND C1 PLUMBING FIXTURE TAG COOLING SYSTEM WITH THERMOSTATIC CONTROLS AS SPECIFIED IN SECTION C403.2.4.1, �_________12x8 SL SOUND LINED DUCT(INSIDE DIMENSION) C403.2.4.2,C403.2.4.3,C403.2.4.4,C403.4.1,C403A.2,C403.4.3,C403.4.4,C403.4.5,C403.4.6,C403.4.7, (C403.2.9 PIPING INSULATION)CONTRACTOR SHALL PROVIDE ALL PIPING SERVING AS PART OF A EF C403.4.8,C403.4.9,OR C403.4.10. HEATING OR COOLING SYSTEM WITH THERMAL INSULATION IN ACCORDANCE WITH TABLE FLEXIBLE DUCT 1 EQUIPMENTTAG C403.2.9. SPIRAL DUCT (C403.2.4.1 THERMOSTATIC CONTROLS)CONTRACTOR SHALL PROVIDE INDIVIDUAL (C403.2.9.1 PROTECTION OF PIPING INSULATION)CONTRACTOR SHALL PROTECT ALL PIPING THERMOSTATIC CONTROLS CAPABLE OF RESPONDING TO TEMPERATURE WITHIN EACH ZONE INSULATION EXPOSED TO WEATHER FROM DAMAGE,INCLUDING THAT DUE TO SUNLIGHT, FLAG NOTE WHERE THE SUPPLY OF HEATING AND COOLING ENERGY IS PROVIDED.ATA MINIMUM,EACH { TURNING VANE MOISTURE,EQUIPMENT MAINTENANCE AND WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR FLOOR OF A BUILDING SHALL BE CONSIDERED AS A SEPARATE ZONE.CONTROLS ON SYSTEMS RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL.ADHESIVES TAPE SHALL NOT BE L_ CONNECTION(NECK)SIZE REQUIRED TO HAVE ECONOMIZERS AND SERVING SINGLE ZONES SHALL HAVE MULTIPLE VD VOLUME DAMPER COOLING STAGE CAPABILITY AND ACTIVATE THE ECONOMIZER WHEN APPROPRIATEAS THE PERMITTED. 10"o CDL TYPE(CEILING DIFF.LAY-IN) FIRST STAGE OF COOLING.SEE SECTION C403.3.1 OR G403.4.1 FOR FURTHER ECONOMIZER (C403.2.10 MECHANICAL SYSTEMS COMMISSIONING AND COMPLETION REQUIREMENTS) MD MOTORIZED DAMPER 300 CFM REQUIREMENTS,WHERE HUMIDIFICATION OR DEHUMIDIFICATION OR BOTH IS PROVIDED,AT ----FLOW RATE CUBIC FEET PER MINUTE MECHANICAL SYSTEMS SHALL BE COMMISSIONED AND COMPLETED IN ACCORDANCE WITH � BDD BACKDRAFT DAMPER ( ) LEAST ONE HUMIDITY CONTROL DEVICE SHAH BE PROVIDED FOR EACH HUMIDITY CONTROL SECTION C408. SYSTEM. -� SFD COMBINATION SMOKE/FIRE DAMPER /1-3"(125) FIXTURE UNITS or BTUH FD FIRE DAMPER PIPE SIZE SHEET TITLE: DETAIL NUMBER Sheet List Table COVER SHEET RAD CEILING RADIATION DAMPER M1a SHEET ON WHICH DETAIL IS DRAWN GENERAL NOTES SD DUCT SMOKE DETECTOR Sheet Number Sheet Title ® M1.0 COVER SHEET SUPPLY DIFFUSER SECTION INDICATOR 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR M1.1 SCHEDULES THE CONTRACTOR'S BENEFIT.THESE NOTES ARE NOT INTENDED TO BE M2.0 PLUMBING BELOW GRADE PLAN { ��. ,.i RETURN GRILLE SHEET ON WHICH SECTION IS DRAWN COMPREHENSIVE.THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL M2.1 PLUMBING FLOOR PLAN r ® 1 EXISTING MECHANICAL ITEMS NECESSARY TO ACCOMMODATE THE M3.0 HVAC FLOOR PLAN .a; ,r .y ) EXHAUST GRILLE M1.o PROPOSED CONSTRUCTION. M3.1 MECHANICAL ROOF PLAN 2. CONTRACTOR IS TO REMOVE ALL EXISTING DEBRIS WITHIN THE LIMITS OF M4.0 DETAILS WORK UNLESS OTHERWISE NOTED.ALL DEBRIS FOUND IN THE BUILDING iQ REVISION TAG SHALL BE DISPOSED OF. �� - 3. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. A L UIN 2018 WSEC TABLE C40310.3 MINIMUM PIPE INSULATON THICKNESS(THICKNESS IN INCHES)a AP' ROVED FLUID OPERATING INSULATION CONDUCTIVITY <NOMINAL PIPE OR;1BESIZE(in�TO<8 TABLE 313.E HANGER ROD SIZES ._E1/�/�LaY_� TEMPERATURE RANGE Conductivity Mean Rating 1 TO AND USAGE(°F) b Temperature,°F <1-112 SCOPE OF WORK Btu in./(h�ft2�°F) 105-140 0.21-0.28 100 1.0 1.0 1.5 1.5 PIPE AND TUBE SIZE ROD SIZE PJC ? 40-60 0.21-0.27 75 0.5 0.5 1.0 1.0 (INCHES) (INCHES) THE PHASE 2 MECHANICAL SCOPE OF WORK IS TO PROVIDE NEW HVAC AND PROJ "ARCHITL'CTi PLUMBING WORK IN THE AREAS SHOWN. <40 0.20-0.26 75 0.5 1.0 1.0 1.0 1/2-4 3/8 GLK A.FOR PIPING SMALLER THAN 1-1/2 INCH(38 MM)AND LOCATED IN PARTITIONS WITHIN CONDITIONED SPACES, 5-8 1/2 THERE SHALL BE(1)NEW SINKS PROVIDED FOR THE LOBBY AREA.THE NEW DRAWN BY: REDUCTION OF THESE THICKNESSES BY 1 INCH(25 MM)SHALL BE PERMITTED(BEFORE THICKNESS 1 10-23 5/8 1 SINK SHALL BE CONNECTED TO THE EXISTING WATER,WASTE AND VENT PIPING I ADJUSTMENT REQUIRED IN FOOTNOTE B)BUT NOT TO ATHICKNESS LESS THAN 1 INCH(25 MM), FOR SI UNITS:1 INCH=25.4 MM FROM PHASE 1.A NEW GAS LINE SHALL BE PROVIDED TO THE NEW HVAC CHECKED BY: B.FOR INSULATION OUTSIDE THE STATED CONDUCTIVITY RANGE,THE MINIMUM THICKNESS(T)SHALL BE EQUIPMENT. DETERMINEDAS FOLLOWS:T=R{(1-T/R)K/K-i)WHERE'.T=MINIMUM INSULATION THICKNESS,R=ACTUAL THERE SHALL BE(2)NEW GAS FIRED PACKAGED ROOFTOP UNITS PROVIDED O$/2O/21 OUTSIDE RADIUS OF PIPE,T=INSULATION THICKNESS LISTED IN THE TABLE FOR APPLICABLE FLUID FOR THE NEW OFFICE AND LOBBY SPACES WITH ROOFTOP AND SPACE TEMPERATURE AND PIPE SIZE,K=CONDUCTIVITY OF ALTERNATE MATERIAL AT MEAN RATING TEMPERATURE DUCTWORK.TESTING AND BALANCING SHALL BE PROVIDED FOR ALL NEW DATE INDICATED FOR THE APPLICABLE FLUID TEMPERATURE(BTU x IN/H x FT2 x°F)AND K=THE UPPER VALUE OF THE CONDUCTIVITY RANGE LISTED IN THE TABLE FOR THE APPLICABLE FLUID TEMPERATURE. SPACES. C.FOR DIRECT-BURIED HEATING AND HOT WATER SYSTEM PIPING,REDUCTION OF THESE THICKNESSES BY -- �} "°a COMPUTER PILE NAME 1-1/2'INCHES SHALL BE PERMITTED(BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE B BUT NOT TO $GQ{.JQ+13 THICKNESSES LESS THAN 1 INCH. + COPYRIGHT 206 CARLGTTI ARCHITGCT1,PA. GAS FIRED PACKAGED ROOFTOP UNIT SCHEDULE �+ p EQUIP. MFG'/MODEL AREA SERVED DISCHARGE NOMINAL SUPPLY FAN DATA OUTSIDE ECONO. COOLING DATA HEATING DATA ELECTR AL DATA WEIGHT NOISE REMARKS CARLETTI ARCHITECTS P.S. TAG TONS AIRFLOW CFM ESP in W.G. H.P. MOTOR DRIVE AIR CFM CYCLE TOTAL MBH SENS.MBH SEER INPUT MBH OUTPUT MBH AFUE% MCA VOLTS PH (LBS) DBA ✓11d110ii&plunrift RTU-1 TRANE/4YCC404BA1090A OPEN OFFICE DOWN 4.0 1,600 0.5 314 1 DIRECT 100 YES 46.5 34.9 14.0 70.0 567 81% 32 208i230 1 650 73.1 1, 4,5,6 116 EAST FIR STREET RTU-2 TRANE f 4YCC4024A1060A LOBBY 102 DOWN 2.0 750 0.5 1/3 DIRECT 50 YES 24.6 18.5 14.0 60-0 48.6 81% 19.1 208i230 1 550 68.6 1,2,3.4,5,s SUITE A MOUNT VERNON, WA. 98273 NOTES: Phone: 13601 424-0394 1.COOLING CAPACITY RATINGS AT 95F OUTDOOR,BODB167WB ENTERING AIR F. FOX; (360) 424-5726 2.PROVIDE UNIT WITH MICROMETL 100%FULLY MODULATING ECONOMIZER,BAROMETRIC RELIEF AND ALL REQUIRED CONTROLS. 3.PROVIDE WITH 7 DAY PROGRAMMABLE THERMOSTAT. 4.PROVIDE WITH CRANKCASE HEATERS. 5.PROVIDE WITH HINGED FILTERACCESS DOOR. 6.PROVIDE WITH FILTER FRAME AND MERV 8 FILTERS. A REMODEL FOR EXHAUST FAN SCHEDULE CITY OF ARLIT INNOVATION CENENTERER PHASE II EQUP. E.S.P. FAN MOTOR 404 NORTH OLYMPIC AVE TAG AREA SERVED MFG'/MODEL NUMBER CFM INCHES HPi NOISE DRIVE DISCONNECT CONFIGURATION WEIGHT REMARKS ARLINGTONI WA W.G. WATTS VOLTS PH. dBA (LBS) 998233 EF-1 BREAK GREENHECK I G-095-VG 250 0.5 116 HP 120 1 1 52 DBA DIRECT BY ELECTRICAL DOWNBLAST 45 1,2,3,4,5,6,7 CONTACT: SARAH LOPEZ NOTES: 1.PROVIDE WITH ONIOFF SWITCH ON WALL. CITY ARLI 2.PROVIDE WITH SPEED CONTROL. COMMUNITY REVITALIZATION PROJECT MANAGER 3-PROVIDE FAN WITH ECMMOTOR, PLUMBING FIXTURE SCHEDULE 360-403-3448 4.PER WSEC C4032.14 FRACTIONAL HP FAN MOTORS OVER 1/12 HP AND LESS THAN 1 HP SHALL BE ECM MOTORS. 5.PROVIDE FAN WITH FACTORY ROOF CURB.BACKDRAFT DAMPER AND TRAY. LOCAL CONNECTIONS 6.DUCT CONNECTS TO FAN WITH APPROVED FLEXIBLE CONNECTORS. TAG DESCRIPTION T MOUNT FANS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND CLEARANCES. W V HW CW � LOBBY SINK-TWO COMPARTMENT(STAINLESS STEEL,COUNTERMOUNT)JUST DL-ADA-1933-A-GR,19"X 33",6.5"MAX S1 DEPTH,ELKAY LK5000 SINGLE CONTROL DECK MOUNTED FAUCET WITH PULL-OUT SPRAY LEVER HANDED AND 1-1/2" 1-1/2" 1/2" 1/2" OPTIONAL ESCUTCHEON,9_112"SPOUT,BRASS,1.5 GPM,GRID DRAIN,SCREWDRIVER STOPS AND SUPPLIES,17 GA CHROME PLATED P-TRAP,PLUMBEREX HANDY-SHIELD MAXX SERIES P-TRAP/H&C WATER COVERS. 'Ppo 47828 .r.e._ �s9TONA- VENTILATION SCHEDULE 19-333.1 LOCATION BASIS OF AREA # CFM/ CFM/ MIN.OSA CFM MIN.OSA CFM EXHAUST EXHAUST REMARKS DESIGN SF PEOPLE PERSON SF REQUIRED PROVIDED CFM REQUIRED CFM PROVIDED OPEN OFFICE 101 2018 IMC 675 5 5 0.06 65.5 90 NA 250 1 OFFICE 105 2018IMC 55 1 5 0.06 8.3 9 NA NA 1 REVISIONS: LOBBY 102 2018 MC 120 2 5 0.06 172 50 NA NA 1 NOTES: 1.MIN.OSA CFM REQUIRED=(#PEOPLE X CFM/PERSON)+(AREA X CFM/SQ.FT.) SHEET TITLE: SCHEDULES Pic PROJECT ARCHITECT: GLK DRAWN BY: KLY CHGCKGD BY: - 08/20/21 DATE COMPUTER FILE NAME m I 1 1 + COPTIIIYHT 1C10 CARLOTTI ARCHRGCTq PA. (E)4"SANITARY SEWER 1 2 3 4 (E)3/4"GAS LINE I i I I I I � CARLETTI ARCHITECTS P.S. 116 EAST FIR STREET ------- — -- -- ------- -- - - ----------- -- __- � � �ddtxw Plsnrft ---- ---- SUITE A -- MOUNT VERNON, WA. 98273 -- -� I III I ( ----- Fax: (3601 424-5726 FTPL— - (N)L ---- -- --1J-I -. (E)4-WASTE 4 + L(E)DF < ----I --- ---- � -__ -- ; f =t ✓ —I" UNI�JEX 4t - o A REMODEL FOR (E)1/2"CW UP i -- (E)- I i CITY OF ARLINGTON 105 I I I INNOVATION CENTER PHASE II ---- ------- (E)FD ( (E)z,�VUP E)a"a _ 404 NORTH OLYMPIC AVE I�... 00 V XTU ARLINGTON, WA f� rc 998233 a I CONTACT: SARAH LOPEZ CITY OF ARLINGTON (E COMMUNITY REVITALIZATION PROJECT MANAGER N I S FX (E)2'V UP I --- -- l 360-403-3448 E)F t NOTE:THERE IS NO NEW BELOW ` 10 �106 GRADE WORK IN PHASE 2. a$o4wo, ------------IJ $ � lil I (�)1 W _�t `—(E)1"CW ( �.p�47� BELOW SLAB /, OPEN 9-70NAI. 0FFI,.E � -_-_-_ EL 101 19-939.1 J I ° (E)4'.WCO (E)2S REVISIONS: 1 I i I I I I ( I I i I i I i iEXITI, (E)F -- OB� j LOBBY �� k SHEET TITLE: i I 102 PUMBING BELOW GRADE PLAN CC - - — - - - - -- r-- 1 --- -- - --------------------------- ------ --- ---------T ` ~ I I I I I i I,I I I I I I I Pic PLAN PROJECT ARCHITECT: NORTH PLUMBING BELOW GRADE PLAN ®� DRAWN BY.- 0 r 2 a KLY CHECKED BY: SCALE:1/2"=V-0" 08/20/21 DATE COMPUTER PILE NAME M2 , 0 1 COPYRIGHT 2016 CARem MecRcrecrs,Pm AREA OF WORK ■ 3 CONTRACTOR TO COORDINATE NEW 2 ■ ■ M4.0 PSI GAS METER WITH GAS COMPANY ■ ■ (E)3l4"GAS DIN BELOW GRADE ■ —— — — ■ ■ n CARLETTI ARCHITECTS P.S. (N)3 --------____-I I. __..._._._ ■I I 0 MBHj GAS UP TO ROOF ,• �� 116 EAST FIR STREET � b I •. - -----._ �_......_ _.___ __...._..—_ ■! SUITE A --•--- --- - (E)LAV - --- III ■ '°,• ■! MOUNT VERNON, WA. 98273 �I Phone: 424-0394 r-------------■■■■---■--��I------r l 3601160)Fax: �3 424-5726 I I � I I (E)DF I I I (E)3°vrR� I I I �— ........ (E)F NISEX ..- I I I I I HARRIS GROUP ® RR �E)p 3"V I her sl raup.cam 104 I (E)WH A REMODEL FOR _... p (E)3/4"(2.5)CW '... SCC I C E CITY OF 1/2'CW ON BELOW ._....._..... .....--j ARLINGTON GRADE TO DF 1 05 INNOVATION CENTER PHASE II III 404 NORTH OLYMPIC AVE (E)HB T OOM FIB URE III ARLINGTON, WA --------------� ry Cw 898233 (E)1"(5 (E)1"DOUBLE CHECK ....,1. DIN TO WC .. VALVE ASSEMBLYr,' ------------------- CONTACT: SARAH LOPEZ (E)1"(18.5)CW DN -- CITY OF ARLINGTON BELOW GRADE—(E)WC (E) E COMMUNITY REVITALIZATION II PROJECT MANAGER --- ------ a UNISEX j , 360-403-3448 ----_ -- :� ------- RR I) BREAK /f _ 4$oe w(E)FD 103 r1(E)1"(13.5)CWJ I I— (E)3/41JF (E)HEAT TRACE OSINK � I L1< _ — _o'--/-f-f■ i--,-�f-_.._ _f+,�/I...... AREA O - K--�■■ "..... ,.. I 18-393J� �Iu4t7� OPEN (E)3'v -ii --- OFFICECONNECT(E)3/4"HW/CWTO NEW PHASE 2SINK. ........_.�LJ� (E)LAv 1 vALB�'•6 ti III I I - ■ o I ■ I I I ■ ■ III REVISIONS: ---.... - -- - -- --f - - -- .........._ __._...... ■ I I ■ I ■ I I I --.. --....--._-- ----- - I ■ I ■ III I ■ (N) s1 ■ I I I I .......... E) I EXIT (E)E IEEE -- -------- - — _ --------------------- L I I BOBBY �i� SHEET TITLE: 101 PUMBIN0 FLOOR PLAN CC) --�' ----'------- ----------- ------ V/ I I I I I I I I I I - I I I I I I I I I I I— L-._- —.... -- ---- - -- ---- PJC PLAN PROJECT ARCHITECT: NORTH GLK 1 PLUMBING FLOOR PLAN _' DRAWN BY-. 0 1, 2' 4' - KLY CHECKED BY: SCALE:1/2"=V-0" 08/20/21 ATE COMPUTER MILE NAME M 2 . 1 + 00pyw Hr am CMLarn,uia,rtec..•P* 2 C-3 I I (E)WALL CAP(TYP) ^......�.... ..��.i T............. .. .�............-....._ .-..................................�..� CARLETTI ARCHITECTS P.S. re a .. ... .. .._ l I ...... _ - ------------� CA� l - - - - `. _...._. 's ,I -- - -- �-- ..: ._ —O SUITE�A STREET .... ------------� b -- ^. MOUNT VERNON, WA. 88273 I� z LouvER(E)1x INDp4 i j Phone: 360II 424-0394 -5726..... _. Fax: 160) 424 EXISTING DROPPED BEAM IN SPACE , ... ........ ...., 1BxB HWR 1 , (E)6'm 8'm UP WITH -/ ex8 HWR ; DAMPER 360 CFM s'm cDs HARRIS GROUP / 360 FM C p UN �a.0 -Q THERMOSTATWITH 150 CFM } ---- - harrislrnup.cam LOCKING COVER— (E)ELECTRIC • .......... -..... ....... ...... �'.. _.__._._—...______ —_. _.�� WALL HEATER FOR +• \ A REMODEL �f I II ................. CITY OF ARLINGTON O5 ioxloCGS INNOVATION CENTER PHASE II 150 CFM PIC AVE ------------� ... ......., 404 NORTH OLY RESTROOM TI I U - ... A G G S S 3 JOIST RA UP BETWEEN 888233 9 I r JOISTS TO P BE '- ARLINGTON, A --------------11 MOTION SENSOR 1..U! ..,. ON WALL(TYP) .,.,. II.. --- _ ._....- .. '... ..... .. CONTACT: SARAH LOPEZ T a _ ... ............ - ....... ................. ..... ..... ,. _ ._ _...._.. _ ...... ............... ...... _.-...—.... _._.—: � CITY OF ARLINGTON 1006 SA UP lOxl6 SA UP THERMOSTAT WITH `E� _ ................ ..... ............ _..... .....JOISTS TO RTU�IWEEN JOISTS TO RTU-TWEEN ,: COMMUNITY REVITALIZATION I J N ��{ PROJECT MANAGER LOCKING COVER I ———————————— "�'1' ; 360-403-3448 ._� 11 \I\ q, BRFAK '�I 1500 CFM _I Q�..... — --— — — ------------ _—______ 1oxlo UP TO El-1 I... '.. I ......... ................. ........ .,. ...,- 47928 .. i 12 12 CGS ... CQ I�L , JONALBT� (E)ELECTRIC i WALL EATER .i.... -. -,,,. .,.,.,., 250 CFM �.,.,.,. (E)12x12 LOUVER ?... Js EF-1 0 LJ N DOOR 4. 18-333.1 *................ RTU-1 , . REVISIONS: 1412 SA/RA UP BETWEEN 8x12 CGS JOISTS TO RTU-2� 700 CFM ........ _. ... ..I r f ......... ... . ........ R / � r 16x8 HWR �. 10"m COS RTU2 360 CFM / \ 380 CFM ..� III .. ....... , �( lz M4.0 375 CFM — _-_ --- 7RA UP WITH DAMPER BETWEEN \ ;* JOISTS TO RTU 2 I.E. .. .,...... ........ ... - ---- gE - - -...- -.. _. -- - ---- - - _ _- g R LOBBY R .... ..... .: : : ; SHEET TITLE: il �01 /� cqUZ .. CFM:: _. LOOR PLAN - ...-- _ _ 3... ....� I I I I li I DCD II Pic PLAN PROJECT ARCHITECT: NORTH GLK HVAC FLOOR PLAN DRAWN 6Y: 1 0 ,' z' a' - KLY CHECKED BY: SCALE:1/2"=1'-0" UA—Tr AT COMPUTtR PILE NAME M3 . 0 + COMtl.NT 2016 WLLG,TS.,IICHRLC...P1. 1 p C`3� 4 I (N)3/4"(130 CARLETTI ARCHITECTS P.S. MBH)GAS DN ar hft mrn&pinr" CA) 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 ..............._.....— /. ::::::::_::: -- / Phone: (3601 424-0394 / Fax: 360 424 5726 / j HARRIS GROUP MICROMETL ECONOMIZER harrisgroup.com I 8"e ON � T 1,4'5 (N) - ._ A REMODEL FOR I M4.0 NOTE:INSULATE EXTERIOR 2 GAS PIPING SUPPORT CITY OF ARLINGTON 8 DUCTWGRKTG R-8 PERzo18 WSEC. Mao INNOVATION CENTER PHASE II ___._......... 10'MIN, M4.0 404 NORTH OLYMPIC AVE 12x22DN NOTE:TERMINATE CONDENSATE AT ARLINGTON, WA I APPROVED LOCATION. 998233 (E)5"0 ROOF PENETRATION \ \ 10x18ONTOSPACE I CONTACT: SARAH LOPEZ CITY OF ARLINGTON \ COMMUNITY REVITALIZATION \ PROJECT MANAGER ""------------------ NOTE:OUTDOOR AIR INTAKES MUST \ 3600-403-3448 BE A MINIMUM 10'FROM ALL EXHAUST AND VENT TERMINATIONS. \� tOx18 ON TO SPACE (N)3/4"(130 MBH) __.........................._.. / / /(N)SHUT-OFF / (N)3/4"(70 MBH) ABg� / VALVE(TYP) �(N)3/4"(80 MBH) p8w 7 EF \ / (N) M4.0 1 \\ 47� �S9rONALO I .......................__.._ � � I 10'MIN. E 2 ViR BAROMETRIC RELIEF(TVP) SERVICE CLEARANCE REVISIONS: \ N) M4.0 2 ._....... Ma 0 12x14 ON \14x12 ON MICROMETL ECONOMIZER /V/f 8 \ CB -----�—�- \ I I \ I I —'-- I \ — I SHEET TITLE; \ \\\ MECHANICAL ROOF PLAN CC _ .-- - - --' - — - - - - - - - - - — — - - C - - - - - - - - - - - r i ................ , I ....................... T I I \ J Pic PLAN PROJECT ARCHITECT: NORTH GLK HVAC ROOF PLAN _� DRAWN 1 DRAWN BY: o 11 z' a' KLY CHrCKED 6Y. SCALE:1/2"=V-0" 08/20/21 DATt COMPUTER PILE NAME m 311 + COPYRISiT 201e CARL—ARgIRL4 rk►A. NOTE:NATURAL GAS EARTHQUAKE VALVE AND ADJACENT PIPING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS CARLETTI ARCHITECTS P.S. KOSO EARTHQUAKE VALVE �TO BUILDING SUPPLY LYd*Kwre&planning GAS FIRED SECURE PIPING TO SUPPORT GAS PRESSURE REGULATOR — 116 EAST FIR STREET EQUIPMENT WITH CUSHIONED PIPE CLAMP (COORDINATE RELIEF TERMINATION CHECK STATIC PRESSURE BEFORE SPECIFYING TRAP DEPTH \ SUITE A WITH TO GAS COMPA S ACCORDING \\\ MOUNT VERNON, WA, 98273 TO GAS COMPANY STANDARDS) f SLOPE Phone: (360) 424-0394 FLEX CONNECTOR Fax: 3601) 424-5726 INSULATING UNION \ \ ' ROOFTOP UNIT \ NOTE:HORIZONTAL PIPING WITH EARTHQUAKE VALVE SHALL GAS COCK(NP.) q •,_ BE LEVEL AND SUBSTANTIALLY BRACED TO OUTSIDE WALL. r EP GAS VALVE Y \ \ \, PIPING RISER MUST - ® EARTHQUAKE VALVE SHALL BE SPACED FROM THE OUTSIDE CONDENSAT NOT BE EMBEDDED IN FACE OF THE WALL 4".WALL BRACING,SUPPORTS AND 'h\> C WIN ONCRETE OR ASPHALT FASTENERS SHALL BE HOT DIPPED GALVANIZED STEEL.XI TRAP \ A,. h METER ROOF - T��,. �� '� FINISHED GRADE k•H,kR 1dS � h UNION \,\�\" \�Y DURA-BLOK PIPE SUPPORT T--I i--1- -- � ROOF DRIP LEG GAS PIPING ASSEMBLY V BY B-LINE SUPPORT PER 2/M4.0 REDUCERAS I __ 4 REQUIRED - -- A REMODEL FOR CITY OF ARLINGTON CI)GAS PIPING CONNECTION DETAIL Z GAS PIPING SUPPORT DETAIL 3 GAS VALVE DETAIL ��CONDENSATE TRAP DETAIL INNOVATION CENTER PHASE II M4.0 SCALE:NTS M4.0 SCALE:NTS M4.0 scALewTs M4.0 SCALE:NTS 404 NORTH OLYMPIC AVE ARLINGTON, WA 998233 .. WATERPROOF ALL SEAMS&JOINTS IN DUCT I &FINISH CONTACT: SARAH LOPEZ ZAS PER SPECIFICATIONS CITY OF ARLINGTON COMMUNITY REVITALIZATION LAG SCREW TO JOIST(TYP) PROJECT MANAGER STRUCUTRAL JOISTS 360-403-3448 1"MINIMUM HANGER STEEL UNISTRUT STRAP(TYPICAL EVERY 10') �3/8"ALL THREAD L "b FAN HOUSING ¢1' VOLUME DAMPER r PROVIDE WATERTIGHT PRESSURE TREATED 4x8 SHEET METAL CAP RPPF PENETRATIONS - ANNSUPPORTS UNLESS NOTED OTHERWISE UNLESS RY TEN FEET 47828 ROOF CURB 'YIONAL WOOD AND CANT AS PER SMACNAT PIER BASE AS CANTSTRIP d u ROOF STRIP PER SMACNA 18-939.1 i Y6•• / BACKDRAFT DAMPER I N! HIGH WALL ----- REGISTER TYPICAL DUCT ROOF DECK 3/4"BOLTS AT 3'-0"CENTERS EXISTING ROOF Ducr REVISIONS: 5 SLEEPER DETAIL 5 TYPICAL HWR DETAIL 7 ROOF TOP EXHAUST FAN DETAIL e DUCT ROOF PENETRATION&SUPPORT DETAIL _ M4.0 SCALE:NTS M4.0 NTS M4.0 SCALE:NTS M4.0 NTS SHEET TITLE: DETAILS Pic PROJECT ARCHITECT: GLK DRAWN BY: KLY CHECKED BY: 08/20/21 ATE COMPUTER PILE NAME m 4 1 0 + COPYNIOHT 2016 CARL!M ARCHn%CTS,PA. as DESIGN CRITERIA DIMENSIONAL LUMBER MANUFACTURED LUMBER MECHANICAL HARDWARE CONNECTORS ABBREVIATIONS• IN INCH € LL LIVE LOAD & m CODE; INTERNATIONAL BUILDING CODE-2015 EDITION 1. MEET THE REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR 1. PARALLEL STRAND LUMBER PSL IS TO BE 2.0E PARALLAM MANUFACTURED BY 1. ALL MECHANICAL HARDWARE USED FOR CONNECTIONS ARE TO BE MANUFACTURED A. BOLT ANCHOR BOLT MAX MAXIMUM H& ( ) ADD'. ADDITIONAL MECH MECHANICAL ROOF: 25 PSF SOFTWOOD DIMENSIONAL LUMBER.ALL MEMBERS ARE TO BEAR THE STAMP OF THE TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL, BY SIMPSON STRONG TIE OR EQUIVALENT HAVING A CAPACITY GREATER THAN OR A.F.F ABOVE FINISH FLOOR MFR MANUFACTURER - a FLOORS: WWPA.MOISTURE CONTENT AT THE TIME OF FRAMING IS TO BE 19%OR LESS. EQUAL. ALT ALTERNATE MIN MINIMUM N w CORRIDORS/EXITS 100 PSF 2. LAMINATED VENEER LUMBER(LVL)IS TO BE 2.0E MICROLLAM MANUFACTURED BY APPROX APPROXIMATE MISC MISCELLANEOUS o PUBLIC AREAS 100 PSF 2. MINIMUM DIMENSIONAL LUMBER GRADES ARE TO BE: TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. 2. ALL MECHANICAL CONNECTORS USED WiTH PRESSURE TREATED WOOD ARE TO HAVE ARCH ARCHITECTURAL NS NEAR SIDE €o WIND: WALL STUDS 2x DF STUD GRADE A ZINC FINISH UNLESS NOTED OTHERWISE ON THE PLANS. BLKG BLOCKING NTS NOT TO SCALE WALL PLATES 2x OF STANDARD GRADE BM BEAM O.C. ON CENTER 0 BASIC WIND SPEED 110 MPH 3. LAMINATED STRAND LUMBER(LSL)IS TO BE: 5 - bi B.O.C. BOTTOM OF OPENING PARA PARALLEL w EXPOSURE B 2x Pi DF STANDARD GRADE . 1Y"WIDE LSL 1.3E OR BETTER 3. FASTENERS ARE TO MATCH MANUFACTURER'S SPECIFICATION,ALWAYS USE HIGHEST z < BTM BOTTOM PERP PERPENDICULAR TOPOGRAPHICAL FACTOR,Kzt 0 PER PLAN AT CONCRETE . 3Yz"WIDE LSL 1.55E OR BETTER CAPACITY REQUIREMENTS. FASTENERS USED WITH ZINC COAT FINISH CONNECTORS ERG BEARING PSF POUNDS PER SQUARE FOOT SEISMIC: JOISTS 2x DF#2 ARE TO BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM A153. FILL ALL MANUFACTURED BY TRUSJOIST BY WEYERHAUESER OR ENGINEER APPROVED EQUAL. BTW BETWEEN PSI POUNDS PER SQUARE INCH � SPECTRAL RESPONSE ACCELERATION,Ss 1.034 HEADERS/BEAMS 4x, 6x OF#2 HOLES WITH FASTENERS AND DO NOT OVER DRIVE. CLR CLEAR PT PRESSURE TREATED a g u SPECTRAL RESPONSE ACCELERATION, Si 0.369 POSTS 4x, 6x OF#2 4. MANUFACTURED 1-J0TS ARE TO BE TJI SERIES MEMBERS AND SPECIFIED IN THE CMU CONCRETE MASONRY UNIT RAP RAMMED AGGREGATE PIER �i�2� SPECTRAL RESPONSE ACCELERATION, Sds 1.087 DRAWINGS MANUFACTURED BY TRUSJOIST BY WEYERHAUESER OR ENGINEER 4 THROUGH BOLT FASTENERS ARE TO BE MACHINE BOLTS CONFORMING TO ASTM COL COLUMN REINF REINFORCING <g SOIL SITE CLASS.F° 1.087 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED STANDARD A307, GRADE A. NUTS USED WITH THROUGH BOLTS, THREADED RODS CONC CONCRETE REQ'D REQUIRED o Ri 6 c APPROVED EQUAL, SEISMIC DESIGN CATEGORY D LUMBER.NAILS AND PLATE WASHERS IN CONTACT WITH TREATED LUMBER SHALL BE AND ANCHOR BOLTS SHALL BE AT LEAST FLUSH WITH THE TOP OF NUT. CONIC CONDITION SCHD SCHEDULE w HOT-DIPPED GALVANIZED.ANCHOR BOLTS AND LAG SCREWS IN TREATED LUMBER SHALL CONN CONNECTION SEC SECTION o GENERAL CONDITIONS o WOOD SHEATHING coNsi CONSTRUCTION SF SQUARE FEET BE HOG OR ZINC COATED.PLAIN CARBON STEEL FASTENERS MAY BE USED WITH 5. JOISTS AND BEAMS SHALL BEAR FULLY ON THE CONNECTOR SEAT AND THE GAP CONT CONTINUOUS SIM SIMILAR m ZINC-BORATE TREATED LUMBER. i. ROOF SHEATHING,MINIMUM THICKNESS PER PLAN.APA RATED,EXP-i RATING, EDGE BETWEEN MEMBERS SHALL NOT EXCEED 1/8". DBL DOUBLE SPEC SPECIFICATIONS a =F a i. THE CONTRACTOR SHALL VERIFY AND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR CIA DIAMETER STD STANDARD TO PROCEEDING WITH THE WORK.NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WITH 4. FOUNDATION SILL PLATES ARE TO BE BOLTED TO THE CONCRETE FOUNDATION WITH SEALED PANELS CONFORMING TO INDENTIFICATION INDEX 32116 FOR SLOPES GREATER SPECIAL INSPECTIONS DIM DIMENSION STL STEEL %"0 ANCHOR BOLTS EMBED A MINIMUM 7"OR%-0 MECHANICAL ANCHORS EMBED AS THAN 3/12 AND 40/20 FOR SLOPES 3/12 AND LESS.PROVIDE MINIMUM 1/8"CLEAR DL DEAL L a ANY DISCREPANCIES. LOAD STRUCT STRUCTURAL u - o SPECIFIED ON DRAWINGS, PROVIDE A MINIMUM OF TWO BOLTS PER PLATE SECTION A BETWEEN PANELS TO ALLOW FOR EXPANSION. NAIL 6 INCHES ON CENTER ALONG 70 EA EACH SW SHEARWALL z a m a i. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY INDEPENDENT, JURISDICnONALLY MAXIMUM OF 9"FROM THE PLATE END.MAXIMUM SPACING OF ANCHORS IS TO BE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS,UNLESS NOTED EF EACH FACE THRU THROUGH 2. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PARR OF THE WORK, THE OTHERWISE. USE 8d COMMON NAILS. APPROVED AGENCY IN ACCORDANCE WITH IBC SECTION 1 AND PROVIDE THE ELEV ELEVATION TOC TOP OF CONCRETE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 4'-0 PROVIDE 0.229"x3"SQ. WASHERS A7 ALL ANCHOR BOLTS. WASHER EDGES DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1704. EN EDGE NAILING TOP TOP OF FOOTING MUST BE WITHIN Y"OF WALL SHEATHING. 2. FLOOR SHEATHING.MINIMUM THICKNESS PER PLAN,APA RATED STURD-I-FLOOR, EQ EQUAL T.O.O. TOP OF OPENING W 3. DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS,SECTIONS, OR DETAILS WITHIN EXP-1 RATING, TONGUE AND GROOVE EDGES CONFORMING TO IDENTIFICATION INDEX 2. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL EQUIP EQUIPMENT TOS TOP OF STEEL o` THE DRA4NNG5. 5. SHOT PIN ATTACHMENTS FOR SILL PLATES ARE TO BE SIMPSON FASTENERS OR INSPECTION MUST BE COMPLETED AND SUBMITTED i0 THE BUILDING OFFICIAL UPON ES EACH SIDE i0W i0P OF WALL v n 48/24. PROVIDE MINIMUM i/8"CLEAR BETWEEN PANELS i0 ALLOW FOR EXPANSION. APPROVED ALTERNATE,SHOT PIN SIZES ARE AS FOLLOWS: COMPLETION OF PROJECi. EXIST EXISTING TS TUBE STEEL E 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, NAIL AND GLUE i0 SUPPORTS. GLUE ADHESIVE IS TO CONFORM TO APA SPECIFICATION EX7 EXTERIOR TYP TYPICAL >o d m AFG-01.NAIL 6 INCHES ON CENTER ALONG EDGES AND 12 INCHES ON CENTER Ai J. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A JURISDICTIONAL FD FLOOR DRAIN U.N.O. UNLESS NOTED OTHERWISE r o METHODS, TECHNIQUES,SEQUENCE, AND PROCEDURES. o Q+ R PLATE EMBED INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE. USE 10d COMMON NAILS. NSPECTOR. FDN FOUNDATION VERT VERTICAL N n o u LL 5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REFERENCED THICKNESS MATERIAL SHOT PIN FF FINISH FLOOR WF WITH BUILDING AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY LAYOUT PANELS 4, THE SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT ARE AS NOTED IN THE FL FINISH GRADE WF WIDE FLANGE 2x CONC PDPWL-250MG PERPENDICULAR FLFR FLUSH FRAMED WHS WELDED HEADED STUD PORTION OF THE WORK. 2x STEEL PDPAW-200 STAGGER PANEL TO FRAMING, TYP, SUMMARY OF SPECIAL INSPECTION. FT FLOOR FT WTS WELDED THREADED STUD PANEL EDGE NAILING JOINTS, TYP. FEET WT WEIGHT 6. SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER AT DIAPHRAGM JOB SITE SAFETY FTG FOOTING WWR WELDED WiRE REINFORCING GENERAL NOTES AND SPECIFICATIONS. PERIMETER FRT FIRE RETARDANT TREATED 6, BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR FS FAR SIDE 7. NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION. 4 DIAMETERS FROM THE MEMBER EDGE.PROVIDE STANDARD WASHERS FOR ALL NUTS CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR GA GAUGE GALV GALVANIZED BEARING AGAINST WOOD. TO MEANS,METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM GLB GLUE LAMINATED BEAM FOUNDATION _ _ THE WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE HDR HEADER 7. FASTEN ALL MEMBERS IN ACCORDANCE WITH IBC TABLE 23NAIL S,UNLESS NOTED CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR HGR HANGER is FOUNDATION DESIGN PARAMETERS ASSUMED BY OWNER: OTHERWSE, PROVIDE MINIMUM 1Y"'EMBED FOR ALL NAILS.NAIL SIZES ARE AS €.SUPPORTED NAILING -_ - A7 ALL.SUPPORTED. __ _ - PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, HORIZ HORIZONTAL FOLLOWS: PANEL EDGES SUB-CONTRACTOR OR ANY PERSON ON THE SITE. Hi HEIGHT A. IBC SOIL SITE CLASSIFICATION..............D I.F. INSIDE=ACE NAIL MIN. SHANK CIA. FIELD NAILING PANEL EDGE B. FOOTING BEARING PRESSURE................1,500 PSF 8d 0.131" AT INTERMEDIATE _ - NAILING A7 10d 0,148" SUPPORTS, TYP _ - ALL PANEL EDGES C. LATERAL EARTH PRESSURE: 16d 0.162" BLOCKED P� UAN a ACTIVE..............................................35 PCF e WASH DIAPHRAGM �49° xN.cl,a PASSIVE............................................150 POP a COEFFICIENT of FRICTION................0.30 8. HOLES AND NOTCHES IN WOOD MEMBERS ARE TO BE LIMITED AS FOLLOWS: E NOTED PER PLAN ld,PE,E M31.0a. L/3 UNBLOCKED I I C E an n 2. SUBGRADE PREPARATION,DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL i FLAT 2x4 BLKG Ai SUMMARY Or SPECIAL INS!�C\,TION CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. NQ.HOLES IN THIS AREA DIAPHRAGM ALL UNSUPPORTED TYP, U.N.O, qP��'URAL S gl o PANEL EDGES TEM INSPECTION REQUIRED RE6 ArK g�0 EN 3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR COMPACTED _ _ ROOF/FLOOR DIAPHRAGM NAILING VERIFY MEMBER SIZES AND PLACEMENT, AND BOLTED CONNECTIONS ARE NAL G STRUCTURAL FILL.STRUCTURAL FILL IS TO BE COMPACTED TO 95%DENSITY PER � - o - 10 SNUG-TIGHT; PERIODIC INSPECTION REFER TO DRAWINGS ASTM D-1557. z n z 3. ROOF SHEATHING OVER STRUCTURAL ROOF DECKING. MINIMUM THICKNESS PER PLAN. STRUCTURAL PRE-TENSIONED BOLTS IN MOMENT FRAME DIRECT TENSION WASHER OR REFER TO DRAWINGS MIT RATING AND SPECIFICATION OF SHEATHING PER NOTE 2 ABOVE. ALIGN SHEATHING STEEL TWIST OFF BOLTS; PERIODIC INSPECTION STRUCTURAL STEEL JOIST BEAM WITH STAGGERED JOINTS AS SHOWN IN NOTE 2 WITH LONG AXIS PARALLEL TO ON-SITE WELDING PERIODIC INSPECTION OF FILLET LdDECKING.ALL PANEL EDGES TO ALIGN OVER 2x DECKING MEMBERS OR FRAMING WELDS Sys"AND LESS 1. REFERENCE STANDARDS: LATEST EDITION OF THE AISC"CODE OF STANDARD MEMBERS BELOW DECKING.ALL PANEL JOINTS PARALLEL TO DECKING TO ALIGN OVER EPDXY OR PRACTICE FOR STEEL BUILDINGS AND BRIDGES". SINGLE 2x DECK MEMBER,PROVIDE STAPLE ATTACHMENT OF SHEATHING TO DECKING MECHANICAL VERIFY INSTALLATION SIZE AND DEPTH; CONTINUOUS INSPECTION REFER TO DRAWINGS OR FIELD z AT SIZE AND SPACING PER PLAN. STAPLES ARE TO BE MINIMUM 16 GAUGE WITH A ANCHORS DIRECTIVES w w 2. MATERIALS: ti6"MINIMUM CROWN WIDTH.INSTALL STAPLES SUCH THAT CROWNS ARE PARALLEL TO U SHEATHING TYPE AND BLOCKING FOR ALL SPACING, BOLTS: THE LONG DIMENSION Of FRAMING MEMBERS.ALL PANEL EDGE AND FIELD VERIFY NAIL SIZE, REFER TO DRAWINGS N STEEL TO WOOD -ASTM A307 ATTACHMENT SPACING PER PLAN.PANEL EDGES AT 6"O.C. MAX AND FIELD WOOD WALLS; PERIODIC INSPECTION w Z Q 00 STEEL TO STEEL -ASTM A325 ATTACHMENT AT 12"BY 24"O.C. MAX.ALL STAPLES TO HAVE 1Y"MINIMUM EMBED FLOOR/WALL VERIFY NAIL SIZE,SPACING, SHEATHING TYPE AND BLOCKING FOR ALL m STEEL TO CONCRETE -HEAVY HEX HEAD ASTM F1554 GR. 36 MAX.HOLE DIA. INTO 2x DECKING. DIAPHRAGMS FLOOR/ROOF DIAHRAGMS; PERIODIC INSPECTION REFER TO DRAWINGS O U WOOD TO CONCRETE -ASTM F1554 GR.36 40%STUD DEPTH O 1YS'FOR 2x4 NO MORE THAN VERIFY INSTALLATION OF HOLDOWNS; PERIODIC INSPECTION REFER i0 DRAWINGS a W SHAPES: ASTM A992(Fy=50,000 PSI) I `j TUBE STEEL: SQ/RECT-ASTM A500-10, GRADE B(Fy=46,000 PSI MIN) 2v"FOR 2x6TO F TWODOUBLED SUCCESSIVE z Q ROUND-ASTM A500-10, GRADE B(Fy=42,000 PSI MIN) DOUBLED STUDS 0 ARE ALLOWED J O ALL OTHER STEEL: ASTM A36(Fy=36,000 PSI) Q z J z MAX.NOTCH O STRUCTURAL STEEL WELDING 257 STUD DEPTHL1J Z 0 i. CONFORM TO THE AWS CODES D1.1 AND Di.3•USE ONLY STATE CERTIFIED WELDERS. �"FOR 2x4 FOR 2x6 gFrF,ived z z O L..J z Z 2. USE DRY E70 ELECTRODES. HOLES ARE NOT O O PERMITTED IN (jGD-41109 I- O 3. WELDS ARE TO BE Ya INCH CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE IN SAME SECTION DEL STUD FOR HOLE iJ' 1;t Q THE DRAWINGS. AS NOTCH DIA. OF UP iO 60% z STUD DEPTH CONCRETE OR MASONRY ANCHORS 2Y6"FOR 2x4 J STUDS 3%"FOR 2x6 1. MECHANICAL ANCHORS ARE TO BE EITHER SIMPSON STRONG-BOLT 2 OR SIMPSON Q RITEN HD ANCHORS.ANCHOR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE GLU-LAMINATED MEMBERS DRAWINGS OR IN THE FIELD. SHEET INDEX: 1. SINGLE-SPAN GLU-LAMINATED WOOD MEMBERS ARE TO BE DOUGLAS FIR,KILN DRIED Si -GENERAL NOTES CLIENT: 2. EPDXY FOR THREADED RODS OR REBAR INTO CONCRETE IS TO BE SIMPSON SET-3G. CARLETTI EPDXY FOR THREADED RODS OR REBAR INTO SOLID MASONRY IS TO BE SIMPSON SET. AND AITC SPECIFICATION 24F-V4,UNLESS NOTED OTHERWISE.MULTI-SPAN OR S2 -ROOF FRAMING PLAN&DETAILS ROD OR REBAR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE CANTILEVERED GLU-LAMINATED WOOD MEMBERS TO BE AITC SPECIFICATION 24F-VB, of FIC` Co"• DESIGNED BY: FIELD. UNLESS OTHERWISE NOTED.BEAMS ARE HAVE A 2,000 FT RADIUS CAMBER,UNLESS /`/ Copy JN NOTED OTHERWISE. DRAWN BY: JH 2. MATERIALS MUST BE OBTAINED FROM AN AITC APPROVED FABRICATOR AND BEAR CITY OF r11tL1NGr'1'l):V CHECKED BY: THE AITC STAMP. BUILDING DEPARTMENT JJ APP OVED DATE: 3. THE GLUE IS TO BE A 'WET-USE"ADHESIVE. DAre� /_ PY, _ AUGUST 13, 2021 7"I ,.�L.S AUTHCRIZED SHEET NUMBER: BUILDING INSPECTOR ^ 1 w _,_ RTU CENTER OF GRAW7Y w -----f- oa<a MECHANICAL UNIT AND CURB BY OTHERS a .�...._ ATTACHMENT TO STRUCTURE o w PER MANUFACTURER PROVIDE(4)h%6"MIN o z o NEW 4x BEAM PER PLAN O `'w F y MATCHING BEAMS FLUSH TO SHEATHING 5 o AROUND OPENINGS W z E3 a �W/HUS48 HGRS NEW SHEATHING rc - j� AND INSULATION N o i PER PLAN N OPENINGS WHERE £ I�OCCURS PER RTU MFR)' w ------------` a o Q o Q I Ya"0x5"SDS LAG EA BOARD z j (2)2x RAFTERS TO REMA-,N (Ai 6"O.C.MAX) F o F 2'-10" ALIGN MECH UNIT AND OPENNGS INTO 4x BEAM, TYP 1'_0"TB TO AVOID CONFLICTS AROUND OPENINGS Da<a _ _ .............. d o g o ---------------------- - --------- ----------- A 2 ROOF SECTION y M 9 S2 SCALE 3/4"=1'-0" i II I I >> N o c" HGA10 EA SIDE °E LZ^ H RTU 1 3 iYP OVER BLKG CANTILEVER BEAM OVER SUPPORT c m WHERE OCCURS PER PLAN S2 (N)4x10 52 NEW BEAM PER PLAN A"] BEAR FULLY OVER 4x6 BLKG N N 2 a LLINSULATION NOT SHOWN FOR CLARITY l vi v 4 _ 52 v v S2 N 4x10 2 HUS48 HGRS,iYP ------- ------------ ------------- O 0- ----- ------ --CORNER CONDS (6)16d THRU 2x INTO BLKG (N)4x FULL DEPTH BLKG BETWEEN RAFTERS EA END OF BLKG AT NEW BEAM ORTU-2 ROREQUIRED 550 N 4x10 OF SLOPE I I ROUND BEAMS AS �— I I I I CRICKET ( -(E)GLB TO REMAIN o f,-D T V 3 ROOF SECTION W P� ASJH, 49 of W C -- -- --------- --- -- -- t� SCALE 3/4°= 1'-0° : B \ N ESE en NEW 4x BEAM4PLAN4xiDx6'-0"CENTER ON NEW BEAM EXISTING PARAPET o " au� PERW/A35 AT EA RAFTER 4013 EH �� @ TO REMAIN Po r �? O,. ....... .. O W/HW/5092-•2 SCREWS X, NEW 4x BEAM _.., SIDNpL cN 4 PER PLAN �\ S2 WHERE OCCURS 1 �.L. r 1 j ROOF EDGE NAILING PER PLANEXISTNG ROOF FRAMING W(E)2x1G RAFTERS AT 16"O.C. W/2x DECKING _ QPROVIDE NEW I%y'SHEATHING ~ Z W/i6GAx2"STAPLES AT 6"O.C. w w W AND AT 12"O.C. FIELD7 0 U W/NEW SLOPED RIGID INSULATION, EXISTING 2x PLATE BELOW N DECKING WATERPROOFING AND ROOFING PER ARCH (E)JOISTS AND Co (E)LEDGER BEAR NEW- i I TO REMAIN i i_-- BEAM 2"MIN - U NOTES: DVER WALL __. z - W/HGAIO EXISTING CONCRETE WALL Q Q j EA SIDE i• vv�iv� INDICATES NEW MECHANICAL UNIT AND MAXIMUM UNIT �.A� ,,, i0 REMAIN _f > vvv` WEIGHT.SIZE AND LOCATION ARE APPROXIMATE,REFER TO }- vvvv o v v•a� MECHANICAL PLANS.� MECHAN ALTERNATE TYPICAL z —J Z 2 (E)INDICATES EXISTING MEMBER CD z o 0 (N)INDICATES NEW MEMBER. tl�4 ROOF SECTION z — f— 3, CONTACT FOR IF EXISTING FIELD CONDITIONS ARE DIFFERENT THAN SHOWN. S2 SCALE 3/4"=1'-0" z z 0 Z O o z Q U - o Q CLIENT: CARLETTI DESIGNED BY: ROOF FRAMING PLAN JN S2 SCALE 1/4"= 1'-0" DRAWN BY: JH CHECKED BY: JJ DATE: AUGUST 13, 2021 SHEET NUMBER: V 1TY Q0 COMMERCIAL APPLICATION PERMIT SUBMITTAL 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 delay the review. ® One (1) City of Arlington Comm ercial/MuIti-Family Permit Application (One(1) permit application per building or structure is required) ® One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ® Two (2)Architectural Drawings 0 Two (2) Structural Drawings x❑ Two (2) Structural Calculations NA ❑ One (1) Project Specification Manuals(if applicable) ❑x 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 Bulld/ng Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to ced a arlingtonwa.gov. I acknowledge that all Items designated above are included as part of this application. Received SEP 2 9 2021 J? ,D-qL wc� REV 11/2019 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL LNG 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 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2017 Accessible&Usable Buildings and Facilities(ICClA117.1) 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: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: DI Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1.500 pst 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 11l2019 Page 2 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL 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 comers(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. REV 11/2019 Page 3 of 9 1 O COMMERCIAL APPLICATION ��l o PERMIT SUBMITTAL tINV Department of Community& Economic Development City of Arlington• 18204 59th Ave NE. Arlington,WA 98223• Phone(360)403-3551 j) Show the location of all new walls. doors.windows,etc. 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 %4-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. f) 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. NA 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:nigh pile storage shall meet the requirements of current International Building and Fire Codes. C. LR] SPECIAL INSPECTION 1. where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare NA 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. WASHINGTON STATE ENERGY CODE NA 1•fine(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Stater er t of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIs).Contact the Arlington Phase II completion of the City of Arlington's Innovation Center. Project involves regrading for replacment of existing asphalt and concrete, new storefront at lobby, new roof and new HVAC. REV 11/2019 Page 4 of 9 4ING 1COMMERCIAL APPLICATION oPERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 The building permit does not include any mechanical,electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical,electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 1112019 Page 5 of 9 '` COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMTTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: Arlington Innovation Center Phase II Valuation: $300,000 Project Address: 404 N. Olympic Avenue Arlington, WA 98223 Parcel ID#: 00529900800902 Legal Description MC MAHONS 1 ST ADD TO ARL BLK 008 D-00 S 76 FT OF LOTS 9&10E 1 OFT OF S 76FT LOT 11 Owner: City of Arlington Phone Number: 360-403-3441 Address:238 N. Olympic Drive City:Arlington State: WA Zip Code: 98223 Architect —Snghtee1:: Carletti Architects P S Peter Carletti Phone Number: 360-424-0394 ext. 101 Cell Phone: E-mail: peter@carlettiarchitects.com Address: 116 E. Fir Street, Suite A City: Mount Vernon State: WA Zip Code: 98273 General Contractor: To be determined via public bid process Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Contractor's License Number: Expiration: Contact Person: Carletti Architects, P.S. Peter Carletti Phone Number: 360-424-0394 ext. 101 Cell Phone: E-mail: peterCcDcarlettiarchitects.com Address: 116 E. Fir Street, Suite A City: Mni int Vernon State: wA Zip Code: 9R 7'3 Proposed Scope of Work: Phase II completion of work regrading and replacement of existing asphalt and concrete new roof, new HVAC, new storefront at lobby REV 11/2019 Page 6 of 9 G1�1 Of, COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223- Phone(360)403-3551 Project Name/Tenant City of Arlington Innovation Center Phase II Site Address 404 N. Olympic Avenue Arlington, WA 98223 Bldg/Unit/Suite _ IBC Construction Type VB IBC Occupancy Type B Description of Use office space and meeting facility Building Square Footage Number of Stories_ Square Footage Per Floor 1,oso Will there be any Installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...} ❑ Hazardous materials none ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: nnnp of the a .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. Statement of Special Inspection REV 11/2019 Page 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 Name of Project: City of Arlington Innovation Center Phase II Project Address: 404 N. Olympic Avenue Special Inspection Firm: Geotest Address: 741 Marine Drive Bellingham,WA 98225 Contact Person: Jeremy Wolf Phone: (360)733-7318 ext.103 Email: jeremyw@geotest-inc.com Special Inspection Firm Special Inspectors: The Special inspection Firm of Geotest will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed)_ ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete if any is required but per the drawings none are required ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( } High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories.a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City.Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconformi ng items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed. listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report wf II indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as`deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site,for review. REV 11/2019 Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL �LIN Gib Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed_ Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner: The project owner,or the architect or engineer acting as the owners agent,shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC.the approved plans and this document may void this agreement and the Building Officials approval of the special inspector.In such case a new special inspector andior firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project. until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: -- _ Date: -- I hereby certify tha the ove information is correct and that the construction on,and the occupancy and the use of the above-described property will be in or +�c;with the laws, rules and regulation of the State of Washington. Appli azure C I//J,�,T 1,7 deter Carletti Carletti Archit Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount received Receipt# Date Recely� REV 1112019 Page 9 of 9 PERMIT FEE WAIVER REQUEST Community&Economic Development City of Arlington @ 18204 59th Ave NE•Arlington,WA 98223 •Phone(360)403-3551 PER THE. CURRENT FEE. RESOLUTION Section 1. Fees and Charees— General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable. 1.2 Prices, In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution, 1.3 Payment Due. Fees are due at the time the action is requested (e.g,, at time of application) or occurs (e,g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency. NOTE. .State Surcharge Fees cannot be waived. Permit Number: BLD-4169 C Total Amount: $ 8,045.55 Staff Requesting Fee Waiver: -Sara, �-�,1)e Z/p qLA( f 1� taff Department: _&d-fvL , Staff Email: 0 e �_C.�Ll�1�b � Staff Phone #: �D �/O 3 Reason for Waiver: (,i .,u , ri C- f Council Workshop Date: I 1/Q?/z' Council Approval Date: Signatory Authority: �7�7 Print Narne: �OV a ('01-( Z CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ 3,149.76 Permit Fee(s) $ 4.845.79 --- - Processing'rechnology Fee $ 25.00 State Surcharge Fee $ 25.00 Other: $ Other: $ ACCEPTED BY DATE STAMP RIMS/.i!Lr Page 1 nl 1 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 404 N OLYMPIC AVE Permit#:4169 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 00529900800902 DATE OF ISSUANCE. Scope of Work:Phase II completion of work,regarding and replacement of existing Valuation:498104.00 asphalt and concrete,new roof,new HVAC and new storefront at lobby OWNER APPLICANT CONTRACTOR CITY OF ARLINGTON Carletti Architects Trico Companies LLC 238 N OLYMPIC AVENUE 116 E Fir Street, Suite A 15066 Josh Wilson Road ARLINGTON,WA 98223 Mount Vernon,WA 98273 Burlington,WA 98233 3604240394 ext 101 360-757-2373 LIC:TRICOCL886Q8 EXP: 11/28/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Trico Companies LLC 15066 Josh Wilson Road Burlington,WA 98233 360-757-2373 LIC#: TRICOCL886Q8 EXP: 11/28/2022 LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2018 STORIES: CONST. TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By 06 CONDITIONS Approved job copy shall be onsite for inspections.Adhere to approved plans.Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/08/2021 Building Permit $4,845.79 12/08/2021 Processing/Technology $25.00 12/08/2021 State Surcharge-Commercial $25.00 12/08/2021 Building Plan Review $3,149.76 Total Due: $8,045.55 Total Payment: $0.00 Balance Due: $8,045.55 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon i PERMIT FEE WAIVER REQUEST • Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 PER THE CURRENT FEE RESOLUTION Section 1. Fees and Charges—General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable. 1.2 Prices. In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution. 1.3 Payment Due. Fees are due at the time the action is requested (e.g., at time of application) or occurs (e.g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency. NOTE. State Surcharge Fees cannot be waived. Permit Number: BLD-4169 Total Amount: $ 8,045.55 Staff Requesting Fee Waiver: Staff Department: Staff Email: Staff Phone #: Reason for Waiver: Council Workshop Date: Council Approval Date: Signatory Authority: Print Name: CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ 3,149.76 Permit Fee(s) $ 4,845.79 Processing Technology Fee $ 25.00 State Surcharge Fee $ 25.00 Other: $ Other: $ ACCEPTED BY DATE STAMP REV5.2021 Page 1 of 1 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 404 N OLYMPIC AVE Permit#: 4169 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 00529900800902 DATE OF ISSUANCE. Scope of Work:Phase 11 completion of work,regarding and replacement of existing Valuation:498104.00 asphalt and concrete,new roof,new HVAC and new storefront at lobby OWNER APPLICANT CONTRACTOR CITY OF ARLINGTON Carletti Architects Trico Companies LLC 238 N OLYMPIC AVENUE 116 E Fir Street,Suite A 15066 Josh Wilson Road ARLINGTON,WA 98223 Mount Vernon,WA 98273 Burlington,WA 98233 3604240394 ext 101 360-757-2373 LIC:TRICOCL886Q8 EXP: 11/28/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Trico Companies LLC 15066 Josh Wilson Road Burlington,WA 98233 360-757-2373 LIC#:TRICOCL886Q8 EXP: 11/28/2022 LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2018 STORIES: CONST. TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law, or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 4 Left �� Z�-7-L52� Signature Print Name Date Released By ate CONDITIONS Approved job copy shall be onsite for inspections.Adhere to approved plans.Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/08/2021 Building Permit $4,845.79 12/08/2021 Processing/Technology $25.00 12/08/2021 State Surcharge-Commercial $25.00 12/08/2021 Building Plan Review $3,149.76 Total Due: $8,045.55 Total Payment: $0.00 Balance Due: $8,045.55 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 4169 Permit Date: 10/04/21 Permit Type: COMMERCIAL ALTERATION Project Name: Arlington Innovation Center Phase II Applicant Name: Carletti Architects Applicant Address: 116 E Fir Street, Suite A Applicant, City, Mount Vernon,WA 98273 State, Zip: Contact: Peter Carletti Phone: 3604240394 ext 101 Email: peter@carlettiarchitects.com Scope of Work: Phase 11 completion of work, regarding and replacement of existing asphalt and concrete, new roof,new HVAC and new storefront at lobby Valuation: 498104.00 Square Feet: 1080 Number of Stories: 1 Construction Type: VB Occupancy Group: B; Business ID Code: Permit Issued: Permit Expires: 04/02/2022 Form Permit Type: Status: COMPLETE Assigned To: Ameresia Lawlis Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00529900800902 404 N OLYMPIC AVE CITY OF 641 Automobile ARLINGTON Repair&Services Contractors Contractor Primary Contact Phone Address Contractor Type License License# Trico Companies LLC 360-757-2373 15066 Josh CONSTRUCTION UBI 603 251 163 Wilson Road CONTRACTOR Trico Companies LLC 360-757-2373 15066 Josh CONSTRUCTION L&I TRICOCL886Q8 Wilson Road CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 06/30/2022 R04.PLUMBING 07/05/2022 07/05/2022 BUILDING Approved GROUNDWORK 06/17/2022 C20.BUILDING Final after 3pm 06/21/2022 06/21/2022 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 10/04/2021 COMMERCIAL BUILDING ALTERATION Fees Fee Description Notes Amount Building Permit Table 4-1 Per fee waiver ($4,845.79) Processing/Technology Per fee waiver ($25.00) State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Table 4-2 $3,149.76 Processing/Technology $25.00 Building Permit Table 4-1 $4,845.79 Building Plan Review Table 4-2 Per fee waiver ($3,149.76) Total $25.00 Attached Letters Date Letter Description 12/07/2021 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 02/15/2022 Admin Ameresia Lawlis $25.00 Outstanding Balance $0.00 Notes Date Note Created By: 11/17/2021 Out of City endorsement Ameresia Lawlis Uploaded Files Date File Name 01/21/2022 10557461-4169 Signed Permit.pdf 01/19/2022 10541025-4169 Approved Permit Fee Waiver Request.pdf 10/04/2021 9817571-4169 Application.pdf + n w z 4 F rnN => N 1 w rn �� Q C5 w W O'n d Q d N # LU .} o w F W Q tea. z ar.U-� O Z J .. a`l` ® o a N z L; oLL �Az .. a ! 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