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HomeMy WebLinkAbout17601 59TH AVENUE NE_BLD3240_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3240 17601 59TH AVENUE NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#:31052200400200 Valuation:400000.00 OWNER APPLICANT CONTRACTOR PUBLIC UTILITY DISTRICT NO 1 Public Utility District Trico Companies LLC PO BOX 1107 2320 California Street 15066 Josh Wilson Road EVERETT,WA 98206 Everett,WA 98206 Burlington,WA 98233 425-367-1092 360-757-2373 LIC:TRICOCL886Q8 EXP: 11/28/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: I 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 43101. Ge�o, e' George Hespe for 03.18.2021 Snohomish PUD Signature Print Name Date Released By Da e CONDITIONS ADHERE TO APPROVED PLANS.PROVIDE SPECIAL INSPECTION REPORTS TO THE CITY.APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS.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 03/15/2021 Building Permit Fee $4,020.74 03/15/2021 Processing(rechnology Fee $25.00 03/15/2021 State Surcharge-Commercial $25.00 03/15/2021 Building Plan Review Fee $2.613.48 Total Due: $6,684.22 Total Payment: $6,684.22 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 18204 59th Avenue NE,Arlington, WA 98223 J INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3240 17601 59th Avenue NE Permit Expiration Date: 12/14/2020 Parcel#: 31052200400200 Valuation: 400000.00 OWNER APPLICANT CONTRACTOR PUBLIC UTILITY DISTRICT NO 1 Public Utility District Trico Companies LLC PO BOX 1107 2320 California Street 15066 Josh Wilson Road EVERETT,WA 98206 Everett,WA 98206 Burlington,WA 98233 425-367-1092 360-757-2373 LIC:TRICOCL886Q8 EXP: 11/28/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 CONST. TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: I 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. IBClIO/IRCI 10. SALES TAX NOTICE: Sales tax relating to construction and construction materi• ' 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 Date CONDITIONS ADHERE TO APPROVED PLANS. PROVIDE SPECIAL INSPECTION REPORTS TO THE CITY. APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS. CALL FOR INSPECTIONS. I I 1 THIS PERMIT AUTHORIZES ONLY` WORK NOTED.THIS PERMIT COVERT 'ORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONS1rcUCTION ON THE PUBLIC DOMAIN(CURIsa,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 09/24/2020 Building Permit Fee $4,020.74 09/24/2020 Processing/Technology Fee $25.00 09/24/2020 State Surcharge-Commercial $25.00 09/24/2020 Building Plan Review Fee $2,613.48 Total Due: $6,684.22 Total Payment: $0.00 Balance Due: $6,684.22 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 K I 1601 Fifth Avenue,Suite 1600 Seattle,WA 98101 206.622.5822 kpff.com ITff September 23, 2020 Ms. Kristin Foster City of Arlington Building and Permits 18204 59th Avenue NE Arlington, WA 98223 Subject: Snohomish County Public Utility District, Modular Data Center Engineering Peer Review of Modular Data Center Seismic Design Dear Ms. Foster: The purpose of this letter is to document the engineering peer review conducted by KPFF Consulting Engineers of the seismic structural design of the Snohomish Public Utilities District Modular Data Center(SnoPUD MDC), located at 17601 59th Avenue NE in Arlington, WA. This letter also serves as KPFF's notification to the City of Arlington that the conclusion of our peer review is that we approve of the design. The Modular Data Center consists of a structural steel base platform with a one-story structural steel superstructure. The overall dimensions of the MDC are approximately 48 by 25 feet in plan, by 12 feet tall. The entire MDC is supported on a seismic base isolation system, which in turn is supported by a reinforced concrete slab-on-grade. The slab-on-grade is supported by soil improvements consisting of stone columns, to mitigate the potential for earthquake-induced soil liquefaction. The structural design of the MDC is based on the requirements of the 2015 International Building Code and the 2010 edition of ASCE 7-10, Minimum Design Loads for Buildings and Other Structures. Chapter 17 of ASCE 7-10 addresses the design of seismically isolated structures. Section 17.7 provides requirements for Design Review (also known as Peer Review). The required elements of the review process are 1. Review of Site-specific seismic criteria including the development of site-specific spectra and ground motion histories and all other design criteria developed specifically for the project. 2. Review of the preliminary design including the determination of the total design displacement, total maximum displacement, and the lateral force level. 3. Overview and observation of prototype testing (Section 17.8). 4. Review of the final design of the entire structural system and all supporting analyses. 5. Review of the isolation system quality control testing program (Section 17.2.4.9). Received SEP 2 4 2020 kip 5ZO40 i Kristin Foster September 23, 2020 Page 2 KPFF has completed each of these five review steps, and we are satisfied that the design of the Snohomish County Public Utility District Modular Data Center meets the intent of Chapter 17 of ASCE 7-10. This completes our engineering peer review of the MDC. If you have any questions, please feel free to call me at (206) 622-5822. Sincerely, � w W. Fri t, � 48649G��.�,� SsfONALL`�G R O` Andy Ewing Principal AWE: 10041900513— 10 Kristin Foster From: Kristin Foster Sent: Monday,July 27, 2020 10:30 AM To: Hespe, George Subject: Modular Data Center Good morning, The permits for the Modular Data Center have been approved, however we will need the contractor's information prior to issuance. If you have the information can you please forward?Also,the valuation listed on the permit application is $400,000. Is this amount for the building and foundation, or does it include equipment etc...? Please advise. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE 360-403-3549 kfoster@arlingtonwa.gov 1 ti �I r Permit#: 3241 Permit Date: 06/17/20 Project Name: Snohomish County PUD Modular Data Center Site Address: 17601 59th Avenue NE Company/Applicant Name: Public Utility District Company/Applicant Address: 2320 California Street City, State, Zip: Everett, WA 98206 Contact: George Hespe Phone: 425-367-1092 Email: grhespe@snopud.com Permit Type: Commercial Mechanical Valuation: 45000.00 Square Feet: 1134 Number of Stories: 1 Type of Construction: Occupancy Type: Scope of Work: New modular building MIC/Opportunity Zone: Permit Issued: Permit Expires: 12/14/2020 DNU: Status: IN PROCESS Cud FlU U�i1 Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052200400200 17601 59TH AVENUE NE PUBLIC UTILITY 489 Other Utilities DISTRICT NO 1 NEC Uploaded Files Date File Name 06/17/2020 6841469-3241 Application.pdf �. i , -.';1 � � _ � � � y i � Permit#: 3240 Permit Date: 06/17/20 Project Name: Snohomish County PUD Modular Data Center Site Address: 17601 59th Avenue NE Company/Applicant Name: Public Utility District Company/Applicant Address: 2320 California Street City, State, Zip: Everett, WA 98206 Contact: George Hespe Phone: 425-367-1092 Email: grhespe@snopud.com Permit Type: Commercial New Valuation: 400000.00 Square Feet: 1134 Number of Stories: 1 Type of Construction: Occupancy Type: Scope of Work: New modular building MIC/Opportunity Zone: Permit Issued: Permit Expires: 12/14/2020 DNU: Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052200400200 17601 59TH AVENUE NE PUBLIC UTILITY 489 Other Utilities DISTRICT NO 1 NEC Plan Reviews Date Review Type Description Assigned To Review Status 06/17/2020 Commercial Building Building In Review Notes Date Note Created By: 06/17/2020 Contractor TBD Kristin Foster Uploaded Files Date File Name 06/17/2020 6841462-3240 Applirition.pdf ' N COMMERCIAL MECHANICAL APPLICATION Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 This application is for new,addition,altered or replaced mechanical installation and new or altered gas piping and must be accompanied by ELETRONIC FILES and TWO (2) SETS OF CONSTRUCTION DRAWINGS and CUT SHEETS and/or information outlined in the MECHANICAL SUBMITTAL REQUIREMENTS,if applicable. Type of Permit: 0 New Installation ❑ Addition ❑ Alteration ❑ Replaced ❑ Gas Piping Property Address: 17601 59th Ave. NE Project Valuation: $45,000.00 Lot#: Parcel ID No.. 31052200400200 Preferred Contact: 0 Owner ❑ Contractor Project Description: Mech. connections at new Mod. Data Ctr. from exterior condenser and humidifier drain Owner Name: Snohomish County PUD No. 1 Home No.: (425) 783-8646 Email Address: grhespe@snopud.com Cell No.: (425) 367-1092 Mailing Address: 2320 California St City. Everett State: \AA Zip: 98206 Contractor Name: TB Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: New gas piping requires a pressure test hooking to any appliance Sediment traps(drips) are required on all gas lines • Gas lines are required to be supported/secured per IFGS,Section 415. • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of all appliances Gas Piping Specification and complete Schematic PAGE 3 ❑ Not Applicable Proposed Piping Material: ❑CSST ❑ Brass ❑ Other ❑ Black Steel ❑ Galvanized Steel Proposed Piping Size: ❑ l/Z" ❑ 5/8" ❑3/4" ❑ 1" ❑ 11/2 ❑ 2" Inlet Pressure: Pressure Drop: Specific Gravity: I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above described property will be in accordance with the laws,rules and regulation of the State of Washington. Ben Davis, PE 6/11/20 Signatill-e Print Name Date F0 S'I F 'USE NLY Received PERMIT#! ACCEPTED BY: --jd nS REV2.2020 Page 1 of 3 Note: WA L&I are permittin( jDdular building. Permit is for final cc actions to remote condensing units. MECHANICAL PERMIT FEES (per unit Type of Facture No.of Units Cost per Unit Subtotal Additional Plan Review fees x $75.00 = $ 0 Air Cond.Unit 15 100Btu 1 x $15.00 = $ 0 Air Cond. Unit>100Btu h x $25.00 = $ 0 Air Cond.Unit>500Btu/hp x $50.00 = $ 0 Air Handling Units x $15.00 = $ 0 Base Mechanical Fee $25.00 $25.00 Boiler<100Btu >3hp x $15.00 = $ 0 Boiler>1 million Btu/li<50hp x $25.00 = $ 0 Boiler>1.5 million Btu/li<50hp x 1 $50.00 = $ 0 Boiler>100Btu 3-15h x $15.00 = $ 0 Boiler>500Btu 15-3011p x $25.00 = $ 0 Commercial Hoods-Type I x $25.00 = $ Commercial Hoods-Type II x $50.00 = $ Diffusers x $15.00 = $ 0 Dryer Ducting x $15.00 = $ 0 Ductwork(drawings required) x $25.00 = $ Evaporative Coolers x $15.00 = $ Exhaust/Ventilation Fans x $15.00 = $ Fire lace Insert Stove x $15.00 = $ Forced Air Heat<_100 Btu }r x $15.00 = $ Forced Air Heat>100 Btu h x $25.00 = $ 0 Gas Clothes Dtyer x $15.00 $ 0 Gas Fired AC<_100 Btu x $15.00 = $ 0 Gas Fired AC>100 Btu r x $25.00 = $ 0 Gas Fired AC> 500 Btu x $50.00 = $ 0 Gas Pi in <_ 5 units x $15.00 = $ 0 Gas Piping> 5 units(plus<5 units x $2.00 = $ 0 Heat Exchangers x $15.00 = $ 0 Heat Pump-Condensing Unit x $25.00 0 Hot Water Heat Coils x $15.00 = $ 0 Miscellaneous Appliance-regulated by x $15.00 _ $ 0 mechanical code,not otherwise specified Pkg.Units 5100btu x $25.00 = $ 0 Pkg.Units>100btu x $50.00 = $ 0 Range/Cook to Gas Fired x $15.00 = $ 0 Refrigeration Unit<_100Btu 1 x $15.00 = $ 0 Refrigeration Unit>100Btu x $25.00 = $ 0 Refrigeration.Unit>500Btu h x $50.00 = $ 0- Re-inspection fee all x $75.00 = $ 0 Residential Range Hood x $15.00 = $ 0 Unit Heaters 15 100 Btu x $15.00 = $ 0 Unit Heaters>100 Btu/1 x $25.00 = $ 0 VAV Boxes(Variable Air Volume,part of air x $10.00 $ 0 conditionin s stern = Wall Heaters-Gas Fired x $25.00 = $ 0 Water Heater-Gas Fired x $25.00 = $ 0 Permit Fee $ 125_ Table 4-8; Plan Review Fee $ r� �A.l by Processing/Technology Fee $25.00 Total $ Q) REV2.2020 Page 2 of3 PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY ❑ SCHEMATIC IS TO SCALE ❑ SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE:Any interior pressure regulators must be indicated REV2.2020 Page 3 of I Capital Architects Group rc 2813 Rockefeller Ave. Everett,WA 98201• ph:425.317.8017 •fax:425.317.8489 6.05.20 City of Arlington Community Development 18204 59th Ave. NE Arlington,WA. 98223 RE: Building Permit Application for: Installation of a Modular Data Center(MDC) Owner: Snohomish County PUD No. 1 North County Modular Data Center(MDC) 17601 59th Ave. NE Parcel ID#31052200400200 Occupant's Statement of Intended Use The MDC is a pre-manufactured 1,134 SF non-staffed technical support building.The MDC will house back-up data storage and processing systems for the PUD and is nominally a fully automated,un- manned building,similar to what may be found in PUD substations or at the base of many communications towers in the area. It will consist of two pre-manufactured modular halves,each delivered as complete units to the site for placement and attachment to each other in the final location on the base frame. The base frame upon which the MDC will be mounted and attached will be a pre-fabricated structural steel frame,with casters and tethering systems designed to prevent damage to the MDC in a seismic event,which will be delivered to the site in two segments,fastened together and installed in place on the existing structural concrete slab by the contractor. The Modular Data Center(MDC)consists of the IT"white space"and Telecom space.The IT"white space"consists of 10 cabinets,with each having a computing load of 8.6 kW.The telecom space consists of nine racks with each rack having a computing load of 7.4 kW and one a computing load of 8.6kW.The 2 modules (IT and Telecom space)are mounted together on the same frame to make a single unit. Received JUN 12 2020 Capital Architects Group Pc 2813 Rockefeller Ave. Everett,WA 982019 ph:425.317.8017•fax:425.317.8489 6.05.20 City of Arlington Community Development 18204 59th Ave. NE Arlington,WA. 98223 RE: Building Permit Application for: Installation of a Modular Data Center(MDC) Owner: Snohomish County PUD No. 1 North County Modular Data Center(MDC) 17601 59th Ave. NE Parcel ID#31052200400200 Occupant's Statement of Intended Use The MDC is a pre-manufactured 1,134 SF non-staffed technical support building.The MDC will house back-up data storage and processing systems for the PUD and is nominally a fully automated,un- manned building,similarto what may be found in PUD substations or at the base of many communications towers in the area. It will consist of two pre-manufactured modular halves, each delivered as complete units to the site for placement and attachment to each other in the final location on the base frame. The base frame upon which the MDC will be mounted and attached will be a pre-fabricated structural steel frame,with casters and tethering systems designed to prevent damage to the MDC in a seismic event,which will be delivered to the site in two segments,fastened together and installed in place on the existing structural concrete slab by the contractor. The Modular Data Center(MDC)consists of the IT"white space"and Telecom space.The IT"white space" consists of 10 cabinets,with each having a computing load of 8.6 kW.The telecom space consists of nine racks with each rack having a computing load of 7.4 kW and one a computing load of 8.6kW.The 2 modules(IT and Telecom space)are mounted together on the same frame to make a single unit. Received JUN 12 2020 19(D 3MU 1 1 Page I y COMMERCIAL APPLICATION INV , o 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. 12 One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) 12 One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form n 12 Two (2) Architectural Drawings FULL DRAWING sEr 12 Two (2) Structural Drawings WA L&I is permitting MDC structure.Base isolation system peer review submitted separately.See fencing and access ramp drawings. Two (2) Structural Calculations I See note above. ❑ One (1) Project Specification Manuals(if applicable) ❑ One (1) NREC Code Compliance Forms NIA:Washington L&I is permitting structure. 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 emall to ced@arlingtonwa.gov. I acknowledge that all Items designated above are Included as part of this application. REV 11/2019 Page 1 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 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(ICC/A117.1) 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: 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 11/2019 Page 2 of 9 1 � ` COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Econo mic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1 Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2 Architects 3. Structural Engineers 4. Owner 5. Developer 6 Any other Design Team Members 2, Floor Plan a) Plan view 1/8"minimum scale. Details a minimum %-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 11/2019 Page 3 of 9 Gtt ff, COMMERCIAL APPLICATION PERMIT SUBMITTAL M.1#'N 6�� Department of Community& Economic omlc 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 E1FN­/A_j 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 N/A Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions. 5 EIR-771 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. [v]� SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE (WA L&I FOR MODULAR BUILDING) 1.One (1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 11/2019 Page 4 of 9 i f COMMERCIAL APPLICATION PERMIT 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 11/2019 Page 5 of 9 e COMMERCIAL APPLICATION PERMIT SUBMITTAL f �' 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 SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project:Snohomish Co. PUD North Co. Modular Data Valuation $400,000.00 Project Address: 17601 59th Ave. N E Parcel ID#: 31052200400200 Legal Description SEC 22 TWP 31 RGE 05RT-24) TH PTN S1/2 N1/2 Owner: PUBLIC UTILITY DISTRICT NO. 1 OF SNO CO Phone Number: (425) 783-8646 Address: 2320 California St. City: Everett State:WA Zip Code:98206 Engineer: Phone Number: Cell Phone. E-mail: Address: City: State: Zip Code: General Contractor:TBD Phone Number: Cell Phone: E-mail: Address. City: State: Zip Code: Contractor's License Number: Expiration Contact Person: George Hespe Phone Number: (425) 367-1092 Cell Phone: (425) 367-1092 E-mail: grhespe@snopud.com Address: 2320 California St. City: Everett State: WA Zip Code: 98206 Proposed Scope of work:. Scope of work permitted by City of Arlington: Base isolation system (peer review to be submitted separately), fencing, stairs and ramps. Mechanical & Fire system permits to be submitted by Contractor. Scope of work permitted by WA L&I: Installation of pre-manufactured modular data center, electrical and low voltage. REV 11/2019 Page 6 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 Project Name/Tenant Snohomish Co. PUD North County Modular Data Center Site Address17601 59th Ave. NE Bldg/Unit/Suite IBC Construction Type IBC Occupancy Type N/A Description of Use Modular Data Center Building Square Footage 1134 sf Number of Stories 1 Square Footage Per Floor 1134 sf WIII there be any Installation, modification or removal of the following? (Check all that apply) U Automatic fire extinguishing systems ❑ Compressed gas systems (� Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ 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: The pre-manufactured module will include a clean agent fire-suppression 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 `i COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360)403-3551 Snohomish Co. PUD North County Modular Data Center Name of Project: Project Address: 17601 59th Ave. NE _ Special Inspection Firm: GEOTEST Address: Arlington, WA Contact Person: Logan Sunred, PE Phone: 360-733-7318 Email. logans@geotest-inc.com Special Inspection Firm Special Inspectors: Geotest The Special inspection Firm of 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 ( ) 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 8 of 9 ` 1cy COMMERCIAL APPLICATION '•�t`1�T o PERMIT SUBMITTAL 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 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: Snohomish County PUD No. 1 Date: 6/11/20 1 hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Ben Davis, PE 6/11/20 Print Applicants Name Date FOR STAFF USE ONLY Received 1I1N .12 2020 Permit# Accepted By Amount Received Receipt# Date Received REV 11/2019 Page 9 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 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 Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) ® One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2) Architectural Drawings IFULL DRAWING SET Two (2) Structural Drawings WA L&I is permitting MDC structure.Base isolation system peer review submitted separately.See fencing and access ramp drawings. Two (2) Structural Calculations Isee note above. ❑ One (1) Project Specification Manuals (if applicable) r❑ One (1) NREC Code Compliance Forms N/A:Washington L&I is permitting structure. rJ One (1) Special Inspection Requirements Forms 12 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 emall to ced arlingtonwa.gov. I acknowledge that all Items designated above are Included as part of this application. REV 11/2019 Page 1 of 9 COMMERCIAL APPLICATION '•pl` �y�o 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 Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2017 Accessible& Usable Buildings and Facilities(ICC/A117.1) 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. WAG 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: DI 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 11/2019 Page 2 of 9 COMMERCIAL APPLICATION y�lIiNci o 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 corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer, gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. © ARCHITECTURAL DRAWINGS 1 Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. Floor Plan a) Plan view 1/8"minimum scale.Details a minimum %,-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 11/2019 Page 3 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 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. ❑N/A 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 N/A Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions. 5. EIR-71 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. [v�� SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE (WA L&I FOR MODULAR BUILDING) 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 11/2019 Page 4 of 9 G,V O f COMMERCIAL APPLICATION 'ING o PERMIT 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 11/2019 Page 5 of 9 COMMERCIAL APPLICATION �Nr, 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 SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE Name of Project:Snohomish Co. PUD North Co. Modular Data valuation: $400,000.00 Project Address: 17601 59th Ave. N E Parcel ID#: 31052200400200 Legal Description SEC 22 TWP 31 RG E 05RT 24) TH PTN S 1/2 NI/2 Owner: PUBLIC UTILITY DISTRICTNO. 1 OF SNO CO Phone Number: (425) 783-8646 Address: 2320 California St. City:Everett State:WA Zip Code:98206 Engineer: Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code. General Contractor:TBD Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Contractor's License Number: Expiration: Contact Person: George H espe Phone Number: (425) 367-1092 Cell Phone: (425) 367-1092 E-mail: grhespe@snopud.com Address: 2320 California St. City:Everett State: WA_ Zip Code: 98206 Proposed Scope of work:. Scope of work permitted by City of Arlington: Base isolation system (peer review to be submitted separately), fencing, stairs and ramps. Mechanical & Fire system permits to be submitted by Contractor. Scope of work permitted by WA L&I: Installation of pre-manufactured modular data center, electrical and low voltage. REV 11l2019 Page 6 of 9 G1�Y COMMERCIAL APPLICATION lop PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 Project Name/Tenant Snohomish Co. PUD North County Modular Data Center Site Address17601 59th Ave. NE Bldg/Unit/Suite IBC Construction Type IBC Occupancy Type N/A Description of Use Modular Data Center Building Square Footage 1134 sf Number of Stories_1 Square Footage Per Floor 1134 sf 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 ❑ 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: The pre-manufactured module will include a clean agent fire-suppression 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 'Pl1N6 Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 Snohomish Co. PUD North County Modular Data Center Name of Project: Protect Address: 17601 59th Ave. N E _ Special Inspection Firm: GEOTEST Address: Arlington, WA Contact Person: Logan Sunred, PE Phone: 360-733-7318 Email: logans@geotest-inc.com Special Inspection Firm Special Inspectors: Geotest The Special inspection Firm of 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 f� Bolting in Concrete ( ) Pre-stressed Concrete ( i Shotcrete i ) Structural Masonry (\4' Structural Steel and Welding l 1 High-Strength Bolting ( ) Spray-Applied Fireproofing Smoke-Control Systems ( i 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 8 of 9 COMMERCIAL APPLICATION y44� " PERMIT SUBMITTAL Department of Community& Economic Development eP Y P 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 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: Snohomish County PUD No. 1 Date: 6/11/20 1 hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Ben Davis, PE 6/11/20 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 11/2019 Page 9 of 9 CITY OF ARLINGTON ° SHOHOMISH CO . PUD - MDC BUILDING NORTH COUNTY MODULAR DATA CENTER 261 ROCK PERMIT SET HONET fHA FAXX:: 4; PROJECT TEAM PROJECT 5UMMARY PROJECT DESCRIPTION - SCOPE 17601 59TH AVE. NE SE 1/4 SEC 22 TWP 31N RGE 05E r PROJECT TITLE: NORTH COUNTY THE SCOPE OF THIS PROJECT WILL INCLUDE THE INSTALLATION OF. MODULAR DATA CENTER INSTALLATION 1.I SILENT-AIRE MODULAR DATA CENTER(MDC); 5 CALIFORNIA5T.CO.PUBLIC UTILITY DISTRICT NO. SITE ADDRESS: "1601 5gTH AVE.NE,ARLINGTON,WA. g5223 2. SEISMIC ISOLATION PLATFORM(S.I.P�BASE; 2320 20 GALI 3. EMERGENCY GENERATOR, EVERETT,AA, g8201 JURISDICTION: CITY OF ARLIN6TON 4. LOAD BANK; DISTRICT CONTACTS: DEPT.OF COMMUNITY 4 ECONOMIC DEVELOPMENT S. ELECTRICAL,BMS,TELECOM,AND FIRE ALARM - GEORGE HE5PE 15204 SgTH AVE NE INTERCONNECTIONS; (425)56-1-10,12 ARLINGTON,AA. 98229 GRHESFE05NOPUD.00M (360)403-555I THE CONTRACTOR SHALL PROVIDE ALL SUPERVISION,LABOR, PARCEL NO.: 51052200400200 MATERIALS AND EQUIPMENT TO INSTALL THE ABOVE ITEMS. BEN DAVIS INSTALLATION AS DESCRIBED IN THIS SCOPE WILL REQUIRE ? (425)251-2145 ZONING: GENERAL INDUSTRIAL EXTENSIVE COORDINATION WITH THE DISTRICT,THE MDC SUPPLIER, i BRDAVI505NOPUD.GOM AIRPORT SUBDISTRICT: B AND 517E ERECTION 5UPERVISOR(5). THE PROJECT WILL AL50 %•,s INNSTALLED MDC SYSTEM. START-UP,TEST AND COMMISSIONING OF THE FINAL EQUIPMENT SUPPLIER/COORDINATOR: USE CLASSIFICATION: 11.200 I PARCEL SIZE: 25.6q AG.(I,IIq,056 SF) INDUSTRIAL AIR SYSTEMS,INC. PROJECT SCOPE OF WORK INCLUDES: 6602 MALTBY ROAD LEGAL DESCRIPTION: SEC 22 TWP 31 RGE 05RT-24)TH PTN 51/2 NI/2 • WOODINVILLE,AA. g80'12 SEI/4 LY W OF NP R/W EXC N 55OFT OF W c I. PROVIDE EQUIPMENT AND ES UNLOAD AND PLACE MDR CONTACT: DEREK TORGERSON 1124FT THOF MODULES,SEISMIC ISOLATIONION BASES,EMERGENCY GENERATOR AND (206)567-5115 LOAD BANK. OCCUPANCY: NON-OCCUPIED EQUIPMENT MODULE DEREK.TDINDAIR.NET REG.BUILDING SETBACK: 5 FT.(FROM LOT LINE); ACTUAL-S0' 2. PLACE AND ASSEMBLE SEISMIC,ISOLATION BASES INCLUDING O STRUCTURAL ENGINEER: REQ.HEIGHT LIMITATION: 50 FT. ACTUAL: 13'-T' LEVELING,ANCHORING AND INSTALLATION PER MANUFACTURER AS Ic?�w DIRECTED BY DYNAMIC,ISOLATION SYSTEMS ERECTION SUPERVISOR "` " N KPFF CONSULTING ENGINEERS IMPERVIOUS SURFACE: 5.55 AG EXISTING INSTALLATION SUPERVISION PROVIDED BY OWNER UNDER SEPARATE w 1601 5TH AVE. #I600 NO ADDITIONAL PROPOSED CONTRACT. SEATTLE,WA, 018101 REQUIRED PARKING: NO ADDITIONAL REQUIRED THIS PROJECT 5. PLACE,A55EMBLE AND ANCHOR MDC,MODULES TO SEISMIC ISOLATION CONTACT: AN14 EWIN6 UTILITY PROVIDER: WATER/SAN.SEWER BY CITY OF ARLINGTON BASES.INSTALL FINAL ROOFING SEAM OONNECTION(5),SEAL MODULE ANV V4INSs q4 NO SAN.SEWER THIS PROJECT ASSEMBLY SPLIT AND INSTALL RAIN GUTTERS/DOWN SPOUTS A5 i ^ - G w ANDY.EWING®KPFF.GOM MODULE SIZE: 1,154.0 50.FT. DETAILED AND UNDER DIRECTION OF ERECTION SUPERVISOR. MODULAR DATA CENTER - SOL ITHEAST \ /IEW Q MEP/SECURITY/TELECOM: MODULE MANUFACTURER: SILENT-AIRS 4. INSTALL,TERMINATE AND TEST INTERNAL MODULE WIRING FOR SCALE: N.T.5. J Y o ELECTRICAL SERVICE,CONTROLS WIRING,DRY AGENT FIRE SY51-EM HAR615 GONSULTIN6 ENGINEERS MODULE SIZE: 24'X 46' 1,134.0 50.FT. AND SECURITY WIRING A5 DETAILED AND UNDER DIRECTION OF '' "'f+° •. � -�- ->-'� - _ 1201 3RD AVE. a600 �•' - " �T z SEATTLE,WA. g5101 APPLICABLE CODES: A5 AMENDED AND ADOPTED BY WA.STATE: SILENT-AIRS ERECTION SUPERVISOR, v e "•�Ri:_ +, 'I "y- ,(c�,. 2015 INTERNATIONAL BUILDING GODS 4.1. PLACE,INSTALL AND ANCHOR REMOTE CONDENSING UNITS ON - 1 Y i,• CONTACT: BRIAN CANNON 2015 INTERNATIONAL MECHANICAL CODE SEISMIC ISOLATION BASE A5 DIRECTED. �f (206)436-0405 4.2. PROVIDE AND INSTALL REFRIGERANT LINES,REFRIGERANT 2015 INTERNATIONAL FIRE CODE ,- BRIAN.GANN0IN®HARGIS.BIZ CHARGE,ELECTRICAL POWER AND CONTROLS TO CONDENSING • 2015 UNIFORM PLUMBING CODE r UNITS.INSTALL AIR CONDITIONING FILTERS IN FILTER BANK. LANDSCAPE ARCHITECT, DEFERRED SUBMITTAL, ELECTRICAL PERMIT THROUGH INA.STATE 45. START UP AND TEST AIR CONDITIONING SYSTEM/CONDENSING � "5,m • c LABOR 4 INDUSTRIES UNITS UNDER DIRECTION OF ERECTION SUPERVISOR. •� '* „°„'�. r NAKANO ASSOCIATES 855 HIAWATHA PLACE S. 5. PROVIDE AND INSTALL UTILITY RACKS WITH°LEXIBLE CONDUIT '� '1.:,+�,�'ei °4 • - SEATTLE,WA. g6144 CONNECTIONS AS DETAILED.EXTEND AND CONNECT ELECTRICAL CONTACT. PAULA GILMORE SHEET 1 NDEX CONDUITS AND CONDUCTORS TO THE MDC.EXTEND CONDUIT,GABLE C (206)2g2-415g2 TRAYS AND TELECOM FIBER AND COPPER CNBLIN6 TO DEMARCATION • i • • - 4:f a PeoNAKANOA950GIATE5.COM T-1.0 01 COVER SHEET/PROJECT DATA POINT IN510E THE MDC.EXTEND WATER 5ERVICE(5)TO THE MDC, HUMIDIFICATION EQUIPMENT. ARCHITECT: ARCHITECTURAL 6. MODULAR LANDING AND RAMP SYSTEMS: PROVIDE AND INSTALL = CAPITAL ARCHITECTS GROUP A-1.0 02 OVERALL 51TE PLAN-MDC,4 GETG BLDG. METAL STAIRS AND RAMPS TO DOORS AT THE MDC,MODULES A5 F 2515 ROCKEFELLER AVE. A-1.1 03 ENLARGED 51TE PLAN INDICATED ON PLANS AND NOTES. WELCON£RAMP SYSTEMS OR i B L EVERETT,WA. 98201 A-1.2 04 SEISMIC,15CLATION PLATFORM(S.I.P)INSTALL LAYOUT EQUIVALENT. Z'I. C CONTACT. TOM GRIFFIN IA (425)31 i-801 1 A-1.3 05 UNIT ASSEMBLY PLAN/SEALING-FLASHING ` INSTALL,LEVEL AND ANCHOR EMERGENCY GENERATOR AS DETAILED. "- TOMeC,APARGH6R0UP.00M A-1.4 06 ROOF GUTTER5/DOWNSPOUT INSTALLATION I,I, EXTEND ELECTRICAL CIRCUITS AND CONTROLS WIRIN6 FROM THE A-1.5 O'i ELEVATIONS 6ENERATOR TO THE AT5. \ / ] A-1.6 08 PERIMETER FENCE INSTALLATION-ELEV./DETAIL5 T.2. EXTEND CONTROLS WIRIN6 FROM THE GENERATOR TO THE LOAD AERIAL SITE V E W F A-I."1 Oq PERIMETER FENCE INSTALLATION-DETAILS 4 NOTES ?S EXTEND ENGINE BLOCK HEATER AND BATTERY CHARGER CIRCUITS FROM THE MDC TO THE GENERATOR. C MODULAR LANDING AND RAMP SYSTEM - - - L D5-1.0 10 ACCE55 RAMP AND STAIRS-PLANS/NOTES/DETAILS 6. INSTALL,LEVEL AND ANCHOR THE LOAD BANK AS DETAILED. - 0.1. EXTEND ELECTRICAL AND CONTROLS CIRCUITS FROM THE LOAD - ,,N.e �„,,. 180TH ST.NE f STRUCTURAL BANK TO THE GENERATOR. 50.101 II STRUCTURAL NOTES/DRAWING LIST/SYMBOLS 8.2. EXTEND CONTROLS POKER AND CABINET HEATER CIRCUITS FROM SO.102 12 STRUCTURAL NOTE5/17RAWIN6 LIST/SYMBOLS THE MDC,TO THE LOAD BANK. c SHEET TITLE n 51.101 13 FRAMING PLAN q. SUPPORT OVERALL MODULAR DATA CENTER SYSTEM START-UP AND A 51.102 14 ERECTION NOTES COMMI5510NIN6. AIRPORT Modular Data Center COVER MECHANICAL 10. SUPPORT FACTORY START-UP,COMMISSIONING AND LOAD BANK "• _ MO.01 15 MECH.LEGEND/GENERAL NOTES TESTING OF GENERATOR.REFERENCE 26.5219 j M51.01 Ib MEGH,SITE PLAN 11. SUPPORT FACTORY START-I/P,COMMI5510NIN6 AND TESTING OF LOAD Exist.CETC Building-� w a BANK.REFERENCE 26.5214 LU z gA.i�I TiV(a�.'Q.N DATE: 12. SUPPORT FACTORY START-UP,COMMISSIONING AND TESTING OF TWO > BUILDINC DEPARTMENT JOB NO.: (2)EATON UPS SYSTEMS.REFERENCE 26.5555 Q A If ROVED GATEBY-ram-- PERM i 13. SUPPORT FACTORY STARTHIP,CONFIDENCE TESTING AND m 0- COMMISSIONING OF DRY AGENT FIRE SUPPRESSION SYSTEM.EXTEND NO CHANceS AUTHORIZED ONE INCH A' DRY AGENT FIRE PANEL MONITORING SIGNALS FROM THE MDC TO FIRE UNLESS APPROVED BY THE ALARM PANEL/DACT IN GLEAN ENERGY TECHNOLOGY CENTER(CETC) BUILDING INSPECTOR IF NOT,SCALE BUILDING. r SHEET: �!+172ND ST.NE "' ,.�I 1FI/��� COPY v IP _ VICINITY MAP 5GALE: N.7.5. Received SHEET 1 JUN 12 2020 tic,3X a 0 "I o \ \\�\\\� PHOE:EVEN TT425 , � FAX:42525� SCOPE OF WORK-MD6 �PRO.E6T I WP3 LIGHT FIXTURE PER SCHEDULE-EA.DOOR,7YP. I ELE6.LOAD BANK INSTALLATION EXISTING 60'ROW 65RD AVE.NE ELEO.GENERATOR INSTALLATION PREVIOUSLY APPROVED LAND50APIN6 WITH CFTC SITE:TYP. PROPERTY LINE 24-0' IT-0" 25-0' 3 p EXISTING FETAL FENCE �V`�VAA ` v� 1 ��V ��� I V ° / V , A METAL RAMP AND PLATFORMS VV ,v f A 1 EXIST SLAB SECURE WALK GATE -LOAD BANK METAL STAIRS/LANDING,TYP. I AEXIST 6RA / iAv v MODULAR sTw c URn1 REINFortcED CONCRETE SLAB AVLAB zo 1 `EXIST. l DATA DOTER155ENBeATOR PREVIOUSLY APPROVED �/ /,' y\ V v� \� VA�` \�vv��'. PAVEMENT ^ i OETG BUILDIN6 / i, v A Vx' — — w ��a / EXIST PLAZA �� 5 CONDEN51N6 UNIT AND SEISMIC FRAME ATTACH.FOR MDC,TYP. - L- 1,134 S.F. CHAIN LINK SEGJRITY fENGE AND(ATES,TYP. �N SIDE a SIDE ELECTRICAL CABINETS RACK W/CONDUIT,TYP. FLEXIBLE CONDUIT CONIECTIONS TO MOO I EXIST. IDEWALK PREVIOUSLY APPROVED LANDWAPIN6 WITH CM SITE,TYP. A � // / // / / / // i / V A Z 24'-0' - EXI5TIN6 ASPHALT PAVEMERr LANDSCAPING PER APFV OM16N REVIEW PLAN,TYP . \ \ n a° p fl rc } R �1 /EXIST SIDEVWLK EXIST.PAvaMENirEsrnlPirab � ,v v �� r/�11 lll111111 �v ;v A 1f111111 yv` rg w vwvy b �— �Of v\ : - EXIST.RAIN6ARDEN,M.� Z) ®..0 AV,' / EXIST.SITE LIGHTING,TYP. PARKING,STALLS AT q'-6'WIDTH X 20'SO"LLE ITH -PREVIOUSLY APPROVED _ AT SITE YU C.ETC.BUILDINGTRAS `v SHEET TITLE: APPROVED YV.BLDG. 25' y 40'TURNAROUND 20 MIN. ' SITE PLAT DATE: 517E PLAN JOB NO.: PERMIT ONE INCH AT I IF NOT,SCALE P SHEET: A SHEET 2 U 5'-u a'-0" s'-0" 24'-0' s'-0 a'-0 N.I.FJ 2s'-0 ss's•TO cErc BLDG. GENERAL PLAN NOTES 0 I. DIMENSIONS, DIMENSIONS OF EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD. ya ,\ •\ '\ \ \\ .\ '\ \ ' i Y �I. �. ^` /. MAINTAIN MIN.ADA ACCESSIBLE APPROACH CLEARANCES AND O. \ \\ `\ \ 4 •!, �` I f THRESHOLD TRANSITIONS AT ALL LOCATIONS. U 2.EXIST.AND PROPOSED SITE CONDITIONS AS DEPICTED ON A-1 2813 ROGKEf INCLUDING FENCING,BATES,FINISH SURFACE, EVERETT,P O MPS,STIRS AND LANDSCAPING SHALL GOVERN IN THE EVENT SAME PHONE:42! \ \ \ \\\ ��\ \;\ I '✓. \\''•,\ (. ,] I l �/ D \ L\ ` RA A \ \,, ',\, ,\, � \ \\ \ \\\ �" q,_ ;' "q'•> ]y, � [`, L� ,f\ /\ CONDITIONS A5 SHOWN ON STRUCTURAL,MECHANICAL,AND ELECTRICAL FAX:425, \''.. \ `\\\�.\..` \\ \ ', •\ ,( ® A'~� ./1� /> n C r> DRAWING5 DO NOT CONFORM. \ \ �. \•\ ' " F. / ) r-r .1`+<jl�,{'71�^I,Yj/^r 5.REFER TO METAL RAMP t STAIRS DRAWINGS FOR EXACT DIMENSIONS I ° , (. �_� -- ` r 13 14 a f L\ AND DETAILS OF ALL METAL ACCESS STAIRS,RAMPS,LANDINGS AND IS, 20'-O"RAMP VERIFY PER MANIFJ," C DECKS. mm R5 Ar UP 1:12 ♦ 1 - 3I A,,.` {„ r I \' L• r L:,fI r t SHEE I SHEET DS-IMODULAR METAL RAMP AND DECK LAYOUT AS SHOWN ON THIS uOF NON-CANbNT AND �REFER TO LAYOUT THE DETAIL5 AY BE A9 SHOWN ON ON \,�\ '�, \\\\\ •• `. .a ,.' ? I y,. Y J 4, ; r, , 05-10 AND TO SPECIFIC DISTRICT REGUIREMENTS FOR LOAD, A FOOTING PADS. THIS LAYOUT mh or w ATTAGHFIENT5,THRESHOLDS AND F007 Y MAY AL50 BE S/B-EGT TO MODIFICATION. n ,� D t \r • - Vv, \'`V I-e > ee• /. � I I � � � C �) III r � 1. + � ,v EGEND \ a EXISTING `.v l j,'n �``•� „� - — MENSIONS AT � C LERSATION ITH DI----------------------•—•---- --MODULE PER AIRE CONTRACTOR TO VERIFY P F DIMENSIONS UPON DELIVERY t INSTALLATION. DOOR } is D p f l SECURITY DEVICCE INCLUDED COORRDIINATTED WITMIODISTRICT. EXISTING 10'HIGH GRAIN LINK FENCE TO REMAIN NEW CHAIN LINK FENCE AND GATES O i �I O ,,. ' - 1 C 1i r L•>C r.• D L �� ,f, l,� I -INSTALLED BY GONTRAGTOR f FLEX CONDUIT SECTIONS w r' � 4 RIGID CONDUIT SECTIONS ' B'-t (TYP) EXISTING ASPHALT PAVEMENT/PARKING STRIPING NERIPY) r MDC f F.F.=136.8(APPROX.) EXISTING STRUCTURAL GONG.SLAB-EXPOSED AS SHOWN AND BELOW MDC,CONDENSER UNITS,LOAD BANK, ;{ 1 '� GENERATOR AND METAL STAIRS t MP SYSTEM l o ]� \ MDC(SIDE"B" MDC BIDE..A:. � �^ �� \ \ t l L L> )A l.� / EXISTING GONG.SIDEWALK v p h D Q p D p DL>D p p p p p D n < INSTALL NEW GONG.SIDEWALK AT WALK GATE. 14 I-6 TYP UP 3080 r- ,. D D D D _p D D n, .� (�(� EXISTING GRAVEL SURFACE 16 '111 C C EXISTING LANDSCAPED AREA i b \ L- A 0 g ' b D �' \ \ \ a = 517E PLAN A55SEVIATION5 24 144(PER MARFJ \•, ''.144(PER "\\;Q '\ � \\'. L. L D `\ � \ �..\ \\ \\ MDG MODULAR DATA CENTER 266"(PER MANIFJ \ \\ '\ \\ C D \ \''"\ \\ S.I.P. SEISMIC ISOLATION PLATFORM 2!\, \ �• \ \ \ \ L p f L \ x EXIST.SOP n SHEETTITLE 60-II•FENCE ,� r - v y v v \ D L p \ \ \ SITE PLAN 'r. (ENLARGE SITE PLAN - ENLARGEID SCALE: 3 Ib" = I'-O" SITE PLAN KEYNOTES DATE: OINSTALL METAL RAMP SYSTEM AT EXIST.GONG.SLAB-SEE SHEET 05-1.0 ® CONNECTING STRUCTURE OF S.I.P.BETWEEN MDC AND CONDENSER UNIT. 15 UTILITY RACK'A'AND CONDUIT CONNECTION LAYOUT TO MPG-SEE M.W. UTILITY RACK'C'AND CONDUIT CONNECTION LAYOUT TO MDG-SEE ELEG. JOB NO.: SEE ALSO GENERAL PLAN NOTES ABOVE. • 51-5"MDG ELECTRICAL SERVICE • Bq-B"MDG ELECTRICAL SERVICE O INSTALL METAL STAIR SYSTEM5 AT EXIST.GONG.SLAB-SEE SHEET VS-1.0. O TYPICAL CHAIN LINK FENCE SECTION-SEE DETAIL I/A-1,6 • 55-5'MDC ELECTRICAL SERVICE BIO-S"MDC,ELECTRICAL SERVICE • E12-1"GENERATOR ALARM Fq-B"DISTRICT SINGLE MODE FIBER PERMI' VERIFY MDG DOOR LOCATION AND 15"CLEAR APPROACH AT LATCH SIDE. 10 SINGLE DRIVE(SATES-SEE DETAIL 2/A-1.6 E15-2"GENERATOR CONTROLS FIO-5"DISTRICT FIBER SPARE(EMPTY) (� INSTALL METAL DECK MODULE SYSTEMS AT EXIST,GONG.SLAB O • D7-5"GENERATOR AUX POWER PIS-S"MM FIBER FUTURE TO LOCAL OFFICE -SEE SHEET L DE SEE MODULE GENERAL PLAN NOTES ABOVE. 11 WALK GATE-SEE DETAIL 5/A-I.6 . BI1-5"BEN.TO ATS ELEC.SERVICE • P21-I"FIRE ALARM TO GETG IF NOT,I SCANCH LE 1© ADDITIONAL CHAIN LINK P05TS CENTERED BETWEEN GENERATOR BI2-S"GEN.TO AT5 ELEG.SERVICE SHEET: 4 CONTRACTOR TO POSITION AND INSTALL LOAD BANK AT EXIST.GONG.PAD t LOAD BANK FOR FUTURE WALK GATE-SIM.TO DETAIL 3/A-1.6 16 UTILITY RACK WAND CONDUIT CONNECTION LAYOUT TO MOO-SEE ELEG. 5 CONTRACTOR TO POSITION AND INSTALL GENERATOR AT EXIST.GONG.PAD F5-9"DISTRICT SINGLE MODE FIBER I 13 EXIST.GATGH BASIN(BELOW DECK) F5-DISTRICT FIBER SPARE(EMPTY) O6 EXIST.STRUCTURAL GONG.SLAB t LINE OF SLAB BELOW MDC,CONDENSER F6-B OSP UNITS,t METAL RAMP SYSTEM) 14 EXIST.WATER SERVICE-POINT OF CONNECTION(BELOW DEGK1 FI1-2"MULTIMODE TO MICRO&RID • Pa-2"MULTIMODE TO GETG O7 GONTRAGTOR TO POSITION AND INSTALL CONDENSER UNIT ON FI5-I"BMS TO GETG S.I.P.PREVIOUSLY ASSEMBLED IN POSITION BY CONTRACTOR. SHEET 3 U GENERAL PLAN NOTES ; 0 I. DIMENSIONS: �+ • DIMENSIONS OF EXISTING CONDITIONS ARE APPROXIMATE AND X- -i(-TX X X�- XX SHALL BE VERIFIED IN THE FIELD. I! �p t 1 p D ALL VTIOP5IT0 PACE of RE FROM SURFACE O O FF ISTIN& 0. f PROPOSED `0 n D 1> p D r' �, D ELEMENTS,N•NAJ U p n (1 p D G n p.G p D 25 EVERETT, 2,SEE SITE PLAN SHEET A-LI FOR SIMILAR EXISTING SITE CONDITIONS PHON E44, G D tNFORMATION. FAx S.REFER TO SYSTEMS INSTALLATION DRArnRIUC INSTRUCTIONS FO5 AND RDYNAMIC SEISMIC,(ISOLATION �+ PLATFORM(S.I.P ERECTION NOTES ', �_';, t> 4 n D s • � .. Q'�. ;.. � .a ,' O IpD D'f`TL�D D LnL DDD G I„' a D �m D �p f Dp p LEGEND 1p D EXISTING STRUCTURAL GONG.SLAB-EXPOSED AND BELOW f - .-, .I> (� /> G p D VgMDC,CONDENSER UNITS,LOAD BANK GENERATOR AND ` ^a MDC SIDE B' I MDC SIDE A" a D LGOME RAMP SYSTEM I�n r� f,p ,� p G n G G n D °,' • , a .; I I �' °. Ip G r n (:: n ,.,. � G E0.-EDGE/SLAB TO SIP I W. ED6E51.AB To SIP • n I p. n c� p D f > o 1. - I I P - i:'i w a r I 2 I �> b (> G n _ n f � 1 I; D f,•, — � 1 I r> - D � pD 4 it I I •. • pnG�. f� r' c. nn c, f\ n n � � f' � a C > a• ,EO.-EDGE" -LAB TO 51P I I Z C , a . er 6 24'-O•SIP G G� DC D D D hf. n G SHEET TITLE C,^ SEISMIC PL TFORI 51 TE PLAN — ENLARGED — 57RUG7URAL ISOLATION PLATFORMS LAYOUT 5CALE: 5116" = 1'-0" DATE: KEYNOTES JOB NO.: O SEISMIC,ISOLATION PLATFORMS(S.I.PJI (2)FABRICATED AND ASSEMBLED SECTIONS(MDC ® OUTLINE OF MDC,MODULES IN FINAL ASSEMBLED/CONNECTED POSITION AT S.I.P. SECTION-1/51VE A d MDC,SECTION-2/SIDE B)DELIVERED TO 517E BY PERM] FABRICATOR/SUPPLIER(DYNAMIC,ISOLATION SYSTEMS-v.LS); C.ONTRAGTOR TO P051TION O PROPOSED LOAD BANK-INSTALL AT EXIST.GONG,PAD PER MANUF.INSTRUCTIONS- BOTH PLATFORMS ON STRUCTURAL GONG,SLAB AS SHOWN AND FASTEN TOGETHER PER CONFIRM ALL DIMENSIONS PRIOR TO INSTALLATION. INSTRUCTON5 BY D.1.5; ANCHORAGE OF EACH SECTION COMPONENT TO GONG.SLAB PER ONE INCH AT INSTRUCTIONS FROM D.1.5. © PROPOSED GENERATOR SUB-BASE. INSTALL WITH GENERATOR AT EXIST.CONC,PAD PER IF NOT,SCALE MANUF.INSTRUCTIONS-CONFIRM ALL DIMENSIONS PRIOR TO INSTALLATION. 2O INDIVIDUAL SIP. M.TO BE ASSEMBLED FOR SUPPORTS CONDENSER UNITS,WITH GONNEGTINb „ SHEET: ASSEMBLIES TO S.I.P,S AT DC,-(2)OUTRIGbER SEGMENT PLATFORMS. ASSEMBLE PER O7 BORDER OF EXIST.STRUCTURAL GONG,SLAB D.1.5.INSTALLATION INSTRUCTIONS. ® EXIST.CATCH BASIN /\ _ 3O OUTLINE OF SECTION-2/SIDE B MDC,MODULE IN P051TION ABOVE FULLY GONNEGTED S.I.P. O EXIST.WATER SERVICE-POINT OF CONNECTION FOR MDC, SECTIONS AT STRVTURAL GONG.SLAB PRIOR TO FULL PLACEMENT AND CONNECTION OF MDC MODULES, SHEET 4 GENERAL PLAN NOTES u c I. FOR PLACEMENT OF UNITS AND ASSEMBLY/MATINS REFER TO SILENT-AIRS INST L `✓ GUIDE-FIELD CONNECTIONS:-AND AS DIRECTED BY ERECnON SUPERVISOR IN FIELD. ---- - ----- - --_ - -. _---- ____. __.___--_ ___ _ -----_ _ _--- 2. FOR INSTALLATION ITEMS,INCLUDING BUT NOT LIMITED TO,SEE KEYNOTES. 2b�5�OGK =AX:4: i L -j L -1 eODUL siPLIT-5ECTION2(SIDE IJ I I IttPJ KEYNOTES SEISMIC ISOLATION PLATFORM(s I PJ SECTIONS BY DYNAMIC ISOLATION SYSTEMS ro ) mrp _� )I _ !I CONTRACTOR TO P05mON ON SLAB AND FASTEN T06ETHER PER ERECnoN INSTRUDTIONS; - - , SEE STRUCTURAL AND D.1.5.IN5TRIKnON5. SECTION 2 MODULE SPLIT SHOYAI IN .. �- LJ ! ! -L ------- + -------l-,KiL -- �I .._.. j--- ti ! PRE-PLACEMENT POSITION R210R TO CONNECTION TO SECTION MODULE SPLIT. LJ - MODULAR DATA CENTER(MDLJ BASE FRAME-6`STEEL MODE FLANGE PER MANE. -- ___ _ 1 ---. B-I ! - - - --�L- - 8-1N (SILENT-AIRE) A-1.5 i r1 ( � t-� �� - � r�Il -I A 13 O3 APPROX LOC.COMgCnN6 P05T(R6�2 TO STRUCTURAL ERECTON 5UMMARY AND SILENT-AIRS INSTALLATION INSTRUCTIONS). L. LJ L LJ L-i LJ I LJ L LJ Lj J INSTALL ROOFING SEAM MIATERFROOFIN6 AND WALL FLA6NIN55/BRACKET C.OVEItS AFTER MODULE SPLITS ARE JOINED. ENSURE NO GAPS ARE PRESENT. APPLY SEALANT TO ANY GAP5 THAT ARE UNABLE TO 5E R50LVED. MODULi SPLIT-SECTION I(SIDE B) 11 _` _ n SEAM PREP FOR 5EAI-W. ! _ _I L I'j f— APPLY BUTYL TAPE AROUND FILL FERIMEn32 AND ON MATINS WWOM5n(INCWDIN6 BUT N ( I ! I ( II I NOT LIMITED TO: R/A DUCTINS<ANA APPLICATION OF BUTYL TAPE 15 TO BE DONE BEFORE PLAUNG THE UNITS TOSMHER AND TO ONLY I SIDE OF AN OPEN WALL FACE BETWEEN MATINS UWT5. z u j © METAL SKIRTINS PROVIDED BY MAN7.AND INSTALLED AT PERIMETER OF 5.IP.BY .� q B CONTRACTOR PER D.I.S.INSTALLATION INSTRIXTION5. VERIFY WITH DISTRICT FOR FULL w a EXTENT OF SKIRTING COVERA6E. K O7 MNELV ATTA04olENT OF MIX TO W.F.AFMt PLACEMENT OF MODULES;REFER TO STRUCTURAL DRAWING5 AND DYNAMIC ISOLATION SYSTEMS ro.1.5J INSTALLATION INSTRUOTION5 FOR SEQUENCE AND LOCATIONS. UJ 0 MDG UNITS - PRE-ASSEMBLY PLAN VIEW z 5CALE: 1/4" = I'-O" O 4 C (5� e 5 5 5 { 3 TYR MODULE SPLIT- MODULE SPLIT- 8 j SECTION 1(51DE B) SECTION 2(SIDE AI $$$ o e --11-71 2 5 S1 l i y a 0-0 EXIST SLAB t B ELEVATION 8-INT - PRE-PLACEMENT OF MDG ON S.I.P. ELEVATION A-B - PRE-A55EMr3LY 50ALE: 1/4" = 1'-0" 5CALE: 1/4" = 1'-0" 4 rl SHEET TITL s u I UNIT AS 5 5 SEALAN li FLASHIF 4 III III 3 TYP. III DATE: III III JOB NO.: III PERM III III 5 2 2 III ONE INCH A - � 7 IF NOT,SCALI 7 EXIST 6 6 EXIST. SHEET: . . . . . ELEVATION B-INT - POST-PLACEMENT OF MDG ON S I P ELEVATION A-B - POST ASSEMBLY A- 50ALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SHEET 5 GENERAL PLAN NOTES c; A-B 1 2 261B ROCKEF EVEI. FOR PLACEMENT OF UNITS AND ASSEMBLY/MATINS REFER TO SILENT-AI =INST 1 1 PHONE 425 ' ^ GUIDE-FIELD CONNECTIONS:-AND AS DIRECTED BY ERECTION SUPERVISOR IN FAX:425 2 I 'mil FIELD. I I I 2. FOR INSTALLATION ITEMS,INGLUDIN6 BUT NOT LIMITED TO,SEE KEYNOTES, All I I 3 MODULE SPLIT-SIDE A — RED Linn I TI I s I I KEYNOTES I , I I I I O DOYNSPOUT FURNISHED BY SILENT-AIRE UPON DELIVERY OF MDC TO SITE-TO BE INSTALLED BY CONTRACTOR ON SITE;REFER TO MECHANICAL DRAWINGS FOR DRAINAGE TO EXIST.CATCH MODULE SPLIT-SIDE B BASIN. O2 RAIN GUTTER FURNISHED AND INSTALLED BY SILENT-AIRE AT FACTORY-EXIST.WITH MDC UNIT5 UPON DELIVERY TO SITE. I `:J O HUMIDIFIER DRAIN LINE FROM MDC;REFER TO MECHANICAL D"NSS FOR ATTACHMENT TO MDC AND DRAINA6E TO EXIST,CATON BASIN. I I ® EXIST.CATCH BASIN. z A-B F------------------------- _— ------------- _ Q � � O INSTALL CAP FLASHING IFIIRNUEdED BY SILENT AIRE-MAWJFJ AT ROOF AND WALLS-EA.END. Ln 1 2 7YP. REFER TO INSTALLATION INSTRUCTIONS FROM SILENT AIRE-MANUF. LL — B A-1.4 — - - - - - - - - - - - - - - A-1.4 41'-II" w a MDG UNI75 — PO57—A55EM5LY ROOF PLAN VIEW SCALE:1/4"=1'-0" o Ll C C 2 z I = o f- I --- fLi — _ F- / 5 � 3 1 z � n - SHEET TITLE ELEVATION B (WE57) — POST—ASSEMBLY VIEW ELEVATION A—B (NORTH) — POST—ASSEMBLY VIEW GUTTER SCALE:114"=1'-0" SCALE:1/4"=1'-0" DOWNSF DATE: JOB NO.: PERM. ONE INCH A" IF NOT,SCALE SHEET: A- SHEET 6 a 0 f~ C7 I CONDE51N6 UNIT CONNECTION POINTS EA SIDE; ELEC.CONDUIT CONNECTION POINTS AT MR: 2HIH ROGKEf CONNECTIONS BY CONIRACTOR BY SILENT-ARE,MAIW,TTP. EVERETT, WP5 EXTERIOR L16HT BY SILENT-AIRS, CONTRACTOR TO II STALL t CONNECT CONDUIT AT CONNECTION POINTS-SEE MM. OA LOU/Hi TYP. PHONE:42 MANlF,Ttt�. dJTER CASING WALLS,ttP. FAX,425 CAM C-0 ABV.PIN.FLR.� $ABV.FIK FIR -- . _ --- COMMONS UNIT,EA.SIDE e1��e or ri,�KrE1EJ4tlL_ __ / / 1ETAL STAIRS,PLATFORM r RAMP,YY KANDRAIL5,TYP. I I r — _P1N,fLR-L-8::+ t,__. � -6960�a`a+ r 1 1 1- --- ---- - - -IL _—.BASE.-.L'9". _. _— -.. . ---------------------- -- -------- lAl GONDBGINS LNIT SEISMIC ISOLATION PLATFORM W SKIRTINS,TYP. ELEVATION - M RULE 5112E 'A' (EA5T) ELEVATION - NORTH) SCALE: 1/4" = I'-0" SCALE: 1/4" = 1'-0" 0 w TERIOR MATERIALS / G LORS ELEVATION / MATERIALS NOTES "TENT MATERIAL COLOR FIN15H BY a I. VERIFY WITH DISTRICT FOR THE FULL EXTENT OF STAINLESS STEEL SKIRTING .R CASING WALLS-FIELD 14 6AUSE SATIN GOAT STEEL PAINT-MATCH GETG BLD6.-"COOL ZING&RAY"(AEPSPAN 51M) SILENT-AIRE,MANUF. AT PERIMETER OF THE 5.I.P.'S BELOW MDG MODULES. cR CASING WALLS-CORNERS 14&AUSE SATIN GOAT STEEL PAINT-MATCH GETG BLDG.-DISTRICT"TERRA-GOTTA"(AEP5PAN 51M) SILENT-AIRE,MANUF. 0 >R5/FRAMES 14 6AUSE SATIN GOAT STEEL PAINT-MATCH GETG BLD6.-"COOL ZING GRAY"(AEP5PAN 51M) SILENT-ARE,MANUF. .R CASING ROOF 14 6AUSE 5ATIN COAT STEEL WHITE-POLYURETHANE(FACTORY) SILENT-AIRE,MANUF. fERS/DOWNSPOUTS METAL(FACTORY) PAINT-MATCH GETG BLD6.-"COOL SILVERSMITH"(AEP5PAN SIM) SILENT-AIRE,MANUF. AL STAIRS/LANDIN&5/RAMP II E 13 6A.6ALV.METAL/ALUM. ALUMINUM FINISH PER SUPPLIER BY SUPPLIER a 4 IMETER FENCE I"CHAIN LINK ME5H BLACK VINYL-COATED-MANUFACTURER BY 5UPFLIER ,TIN&AT S.I.P. STAINLE55 STEEL(VERIFY) PER DYNAMIC ISOLATION SYSTEMS(D.15) PER C r - z 0 g } - u � o "COOL ZING&RAY" "COOL SILVERSMITH" DISTRICT"TERRA-GOTTA" f $ G o — a C L (2)lb'PANELS(52")AT EA.GORPEK TYP. L_L -PAINT FINISH BY 51LENT-AIRE TO MATCH r DISTRICT ACCENT COLOR'TERRA-007TA" 3Z' � I I I INCH BLACK VINYL-COATED CHAIN LINK FENCE,TYP. REFER ELEVATI� TO FENCE DETAILS A-Ib t A-1.7 -REAMER=a-o°� SHEET TITLE —ABV,FIN.FLR, CONDENSING UNIT oA LOAM,TYP BEYOND,EA.SIDE OF MDG ——————————I II —1 1WROJT5 AT NORhI SIDE,TYP I pp I DATE: I II' SEISMIC ISOLATION ,I 1 u N PLATFORM At I � SKIRTING,TYP. JOB NO.: PERM] k--EXIST.CATCH BASIN C.ONDE451%UNIT ONE INCH AT IF NOT,SCALE ELEVATION - MODULE SIDE '51 (6E57) ELEVATION - (50U7H) SHEET: SCALE: 1/4" = I'-0" SCALE: 1/4" = I'-O" SHEET 7 6'-O°TY n 0 I-I/2"TOP RAIL,TYP. ULTRA BARRIER,TYP. � SATE STOP AT UPPER POSITION V -DETAIL 2/A-1.9 2515 ROGKEF 2"ODJ SPHW.40 POST,TYP. I INCH BLACK VINYL-COATED EVERETT,6 SEN.FENCE NOTES,A-11 CHAIN LINK FENCE,TYP, PHONE:42! LATCH/LOCK FAX:425. Q -6EN.FENCE NOTE 12.4 i0 S-I INCH BLACK VINYL-COATED TYP.SEN BL FENCE NOTE 49 CHAIN LINK FENCE,7YP.,U.N.O. RE SATE STOP AT LOWER POSITION -DETAIL 2/A-I.1 n�+e or w SRAGINS AT SATE PER MANUFAN5TALLER,TYP. Q 16"DIA,CONC.FOOTING 7 4--0"DEEP; EXTEND POST I6"VIA.GONG.FOOTING FULL DEPTH OF FOOTING,TYP. W-O"DEEP; EXTEND POST FULL DEPTH OF FOOTING,TYP. 1 s AEI FENCE SECTION �SINS3/E8„ S oTE DETAiL- I ATTACH ULTRA BARRIER'DETERRENT STRIP 6'-0"TYP.(UN O) �AT TOP RAIL,TYP. NOTE, PULL POST LOCATIONS AS REQV 5Y MANJF./INSTALLER. Z —TOP R611 $ XXX x $TQE.RAI _ o 6'-2, —-JEA2?,2 $ > Lu TUBE STEEL POST AT SATE DRAGS PULL CHAIN LINK FABRIC BRAGS DOOR STOP,UPPER t LOWER POST POST POST 4"CHAIN LINK POST,TYP, I INCH BLACK VINYL-COATED TE SCREEN: FLATTENED EXPAAW=META& CHAIN LINK FENCE,TYP, Q -SEE Y1ALK SATE NOTES G � ELECTRIC MORTISE LOCKSET KITH ACCESS CARD READER �N O -SEE WALK SATE NOTES - A-1.- z I INCH BLACK VINYL-COATED DRILL OPENINGS AT EA.P05T CHAIN LINK AT FENCE,TYP. FOR OONW IT/ELEC.AGCE55 — $ �FIR _ I TYP. I I I I 4'-0"D I' EEP EXTEND POST TENSION WIRE TRUSS ('IYPJ FULL III a ��� I IB"DIA.GONG.FOOTING FABRIC BAND(TYP) — F DEEP; EXTEND POST , 4 I ILL DEPTH OF FOOTING,TYP. RILL DEPTH OF FOOTINGI 7 I ! I I I I I I I I I I I I I C I II I II I C I_L_I i_L_I !_L_ a Z t ?� K GATE DETAI nPERIMETER FENCE DETAIL - PULL POST, TYP. 0 } 3 SCALE: 3/8" = I'-O" `� SCALE: 3/5" = I'-O" i Z 5 C @Y@ � R C WALK GATE NOTES 2 I---^� 1. STANDARD MAN GATE HARDWARE PACKAGE INCLUDES: I I • CLOSER -LGN MODEL 4040 C • LATCH GUARD -STAINLESS STEEL Z I I • HINGES -4.5"X 45"BALL BEARING; NRP; STAINLESS STEEL; (2)EA. \ /< I 1 I I • LOCKSET -BEST 45H FAIL SECURE MORTISE LOCKSET-45HW7DELI15M626RQE �—ATTACH ULTRA BARRIER DETERRENT STRIP I I . SCREEN -MGNIGHOLS FLATTENED EXPANDED METAL: 3/4" NO.9 FLATTENED,OR EQUAL AT TRANSOM RAIL PER MIANUF.INSTRUCTIONS. SHEET TITLE 4 X 2 X 9/Ib' FRAME STEEL TUBE TRANSOM RAIL. FENCE- 5 X 2 X B/I&'STEEL TUBE DOOR FRAME AND MID-RAIL. PiELD 4'X 6'X 1/4"PLATE DOOR STOP, SOLID ALL JOINTS AND WELD PLUS IN TOP OF VERTICAL ALL JOINTS WB.D TO DOOR FRAME; STILES. DRILL DRAIN HOLES IN BOTTOM OF DOOR FRAME. 3I18 IPPER 1 LOYOR P051TION 4 X 2 X 5/16"STEEL TUBE TRAN50M FRAME RAIL. GONG.SIDEWALK APPROACH PENETRATION FOR U/6 CONDUIT AT 5T�1. �(2)EA.HINGES;43"X 45'BALL BEARING;NERP;STAINLESS STEEL, 3/4'NO.4 FLATTENED EXPANDED METAL(OR EOVAL) EA.SIDE PER PLAN TUBES,SECURE 51DE-ELEC.CONNECTION FOR DATE: CONDUIT CONNECTION.EA SIDE LATCH AND CARD READER. PREP T TUBE FOR ELEC./ AT PUBLIC SIDE;TA"DOOR FRAME!MID-RAIL E 5 X 2 X 5/16'STEEL TUBE DOOR FRAME TOP RAIL. O OF C O P SRADE$ FSLOPE TO DRAIN SLOPE ❑ ❑ —5.1/2'%ED.40 TERMINAL CHAIN LINK FENCE POST,TTP. 31iL JOB NO ERIVII 01 Y Y� I�TAyL 59 CARDJ 4 X 4 X 5/I6'SATE JAM1H5,TYP. EMBED JAMBS INTO 46'INTO ONE INCH AT r� CONCRETE;TACK YEI-D TO ADJACENT CHAIN LINK FENCE POSTS. IF NOT,SCALE 'I"i !• (' PREP STEEL TUBE DOOR FRAME FOR ELECTRIC MORTISE LOCK=, FLATTENED EXPANDED METAL-TACK WELD AT PUBLIC SIDE SHEET: LEVER BOTH SIDES-SEE WALK SATE NOTES. _ A- H=r,71QN A SECTIQN B nDETAIL iGALE: 3/5" = I'-O" SCALE: 1-1/T = I'-O" T SCALE: I-I/2" = I'-O" SHEET 8 a a� �j GENERAL FENCE NOTES 2515 ROGKEF EVERETT,V I. PROVIDE FENCING,GATE5,POSTS,"ULTRA BARRIERS",AND ALL APPURTENANCES FOR A PHONE:42! COMPLETE CHAIN LINK FENCE SYSTEM. FAX:425:. 2. MATERIALS-POSTS,GATE FRAMES,BRACES,RAILS,STRETCHER BARS,TRUSS ROD5AND TENSION WIRE SHALL BE OF STEEL. GATE HINGES,POST GAPS,STRETCHER BAR BANDS,AND OTHER PARTS SHALL BE OF STEEL,MALLEABLE IRON,DUCTILE IRON OR EQUAL EXCEPT THAT 1-05T TOPS,RAIL ENDS,TIES AND CLIPS MAY BE OF ALUMINJM. 3. ZING COATING-ALL STEEL AND IRON PARTS SHALL BE ZING COATED BY THE HOT-DIP PROCESS MEETING THE REQUIREMENTS OF ASTM A-120,A-123 OR A-592,WHICHEVER 15 APPLICABLE,AND PROPERLY PREPARED FOR PAINT APPLICATION AND PAINTED-COLOR, ml �re o'ro BLACK. THE WEIGHT OF ZING COAT ON RAILS,P05T5 AND BRACES SHALL HAVE NOT LESS THAN 1.6 OUNCES PER SQUARE FOOT. ZING WEIGHT SHALL BE DETERMINED IN ACCORDANCE WITH ASTM A-90. O 4. POSTS-SHALL BE ROUND,STANDARD WEIGHT(SCHEDULE 40)STEEL POSTS AND SHALL BE L4'X 2'X 1/2' GALVANIZED IN ACCORDANCE WITH ASTM A-120,EXCEPT THE HYDROSTATIC,TESTING REQUIREMENT IS WAIVED,AND PROPERLY PREPARED FOR PAINT APPLICATION AND PAINTED I@'SQ.HOLE,TYP. -COLOR:BLACK. USED OR REROLLED POSTS WILL NOT BE ACCEPTABLE. 4.1. LINE P05T5-SHALL BE 2 INCH(2.375 INCH OD)PIPE,9.65 POUNDS PER FOOT. 4.2. END,CORNER AND FULL POSTS SHALL BE 2-1/2"(2.695"OD)PIPE,9.19 POUNDS PER FOOT. .._�._._._._._. 4.5. P05T5 FOR SWING GATE5 SHALL BE 2-1/2"(2.8'15"OD)PIPE,5.'I4 POUNDS PER FOOT FOR GATE LEAF LENGTH UP TO 6 FEET AND 3-1/2"(4O0'O.D)PIPE,9.11 POUNDS PER FOOT FOR GATE LEAF OVER 6 FEET IN LENGTH. INSTALL"ULTRA BARRIER"DETERRENT STRIPS WONT.TOP RAIL,TYP. 5. TOP RAILS-SHALL BE 1-1/4 INOH(1.66 INCH OD)PIPE,221 POUNDS PER FOOT AND SHALL AT ALL TOP RAILS. PER MAN1F.INSTALLATION �W.2"-qgy,6RP,DE BE FURNISHED IN RANDOM LENGTHS OF APPROXIMATELY 20 FEET. TOP RAIL SHALL BE INSTR4TION5.SEN.FENCE NOTE NO.10 JOINED USING PRESSED STEEL OR MALLEABLE SLEEVES TO FORM A CONTINUOUS BRACE WITHIN EACH STRETCH OF FENCE. COUPLINGS SHALL BE NOT LE55 THAN 6 INCHES LONG, WITH.OTO MINIMUM WALL THICKNESS,AND SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE RAIL. TOP RAIL SHALL PASS THROUGH INTERMEDIATE POST TOPS AND BE Z SECURELY FASTENED TO END,CORNER,FULL OR&ATE POSTS. 2'SCHED.40 CHAIN LING P05T,TYP. _CHAIN LINC GATE POST b. POST BRACES-END,CORNER PULL AND GATE POSTS SHALL BE BRACED WITH I-I/4 INCH (1.66 INCH OD)HORIZONTAL PIPE BRACING OF THE SAME MATERIAL AS THE TOP RAIL, w' MINI MESH I"OHAIN LINK FABRIC,TYR 4" SECURELY ATTACHED TO THE TERMINAL AND FIRST LINE 1-05T WITH MALLEABLE IRON � 6EN FEWE NOTE NO.8 FITTINGS AT APPROXIMATELY MIDHEI6HT OF THE FABRIC. A TRUSS BRAZE SHALL BE INSTALLED FROM THE FIRST LINE POST TO THE BOTTOM OF THE TERMINAL P05T WITH A BLACK TRUSS ROD AND TIGHTENERS. CORNER P05T5 SHALL BE BRACED IN BOTH 1/2'55 OARRIA6E BOLT DIRECTIONS. w YU NUT 4 WASHER,TYR Q 9. POST TOPS-FOR LINE POSTS SHALL BE PROVIDED WITH A HOLE SUITABLE FOR THE 0 THROUGH PASSAGE OF THE TOP RAIL. ALL P05T TOPS SHALL FIT OVER THE OUTSIDE OF POSTS AND SHALL EXCLUDE MOISTURE FROM POSTS O z --------- 6. FENCE FABRIC-SHALL MEET THE REQUIREMENTS OF ASTM A-392 AND SHALL BE MADE FROM STEEL WIRE WOVEN INTO A I INCH BY I INCH BY B FEET X 10 GAUGE DIAMOND MESH. FABRIC SHALL BE FINISHED WITH GLASS 25 BLACK VINYL PERMA-FUSED COATING. ",MAX.4LE,gR,gNJ Ip BOTTOM 0IL-EAgM& 5.1. FABRIC,TIES-FENCE FABRIC SHALL BE CONNECTED TO LINE P05T5 WITH 6 GAUGE WIRE apt CLIPS EVERY 14 INOHE5;TO TOP RAIL WITH 9&AUGE WIRES EVERY 24 INCHES;TO END, J { TOP OF 6R2E CORNER FULL AND GATE POSTS BY USING I/4 INCH BY 9/9 INCH STRETCHER BARS TIED TO THE DIAMETER P05T EVER ND14 INCHES NUTS. WITH II GAUGE I INCH WIDE STEEL BANDS AND 9/6 INCH Q �i/A�// 9. NOT USED. 10. DETERRENT STRIPS-AT TOP RAIL TO BE"ULTRA-BARRIER"..INSTALL AT ALL TOP RAILS C INCLUDING GATES WITH HOG RING CLAMPS PER MANUFACTURERS INSTRUCTIONS FOR OHAIN �--GATE FRAME LINK FENCE APPLICATIONS. INSTALLATION ALSO AT TOP RAIL OF 5EOURE WALK GATE. y C 6 2 11. TENSION WIRE-THE FENCE SHALL HAVE A BLACK CLASS 25 BOTTOM TENSION WIRE OF-I z GAUGE HEAVY GALVANIZED HIGH CARBON STEEL COIL SPRING WIRE,SECURELY FIXED TO `� G THE FABRIC,LINE POSTS AND TERMINAL POSTS. n 5 L L J �-0"_.2f£P FDOTIN�._._ PLAN VIEW 12. GATES-SHALL BE SWING TYPE COMPLETE WITH LATCHES,STOPS,KEEPERS,HINGES AND p G "ULTRA BARRRIER"STRIP-5 INSTALLED AT TOP RAILS. 5 n TYP I C,4L FENCE _SECT 1 ON n GATE STOP DEIA I L 12.1. DRIVE GATE FRAMES-SHALL BE 1-1/2 INCH(1.90 INCH OD)PIPE,2.72 POUND5 PER a C SCALE: I/2„_�,_�„ G SCALE: 3"=I'-O FOOT,WELDED AT ALL CORNERS OR CONNECTED WITH FITTINGS RIVETED AT EACH L CORNER, WELDS SHALL BE PROPERLY PREPARED FOR PAINT APPLICATION AND PAINTED:COLOR-BLACK. WHERE CORNER FITTINGS ARE USED GATES SHALL HAVE ADJUSTABLE TRU55 RODS OF 5/6 INCH MINIMUM NOMINAL DIAMETER TO PREVENT SAG LL OR GATE LEAVES SHALL HAVE VERTICAL INTERMEDIATE BRACING AE REQUIRED, r SPACED 50 THAT NO MEMBERS ARE MORE THAN 6 FEET APART. 6A7:LEAVES 10 FEET Q OR OVER SHALL HAVE A HORIZONTAL BRACE OR ONE 5/6"INCH MINI"L'M DIAGONAL TRUSS,ROD. "ULTRA-BARRIER"STRIPS SHALL BE ATTACHED AT TO-0=ALL&ATE FRAMES. G 122. DRIVE GATE FABRIC-SHALL BE THE SAME TYPE AS USED IN THE FENCE CONSTRUCTION. THE FABRIC,SHALL BE ATTACHED SECURELY TO THE&ATE FRAME AT INTERVALS NOT EXCEEDING 19 INCHES. 12.5. DRIVE GATE HINGES-SHALL BE HEAVY GALVANIZED MALLEABLE IRON BALL AND SOCKET TYPE HIN6ES EQUAL TO MASTER HALOO FENCE FITTINGS CATALOG 15'154(4"x SHEET TITLE 1-1/67). &ATE HINGES SHALL BE OFFSET TO PERMIT 150 DEGREE GATE OPENING. 12.4. DRIVE SATE LATGHE5-DRIVE GATES SHALL HAVE A FULCRUM TYPE LATCH ASSEMBLY EQUAL TO MASTER HALCO(PART NO.PER DISTRICT). 12.5. ELECTRONIC SECURE WALK GATE HARDWARE-SEE WALK&ATE NOTES A-1.6. FENCE C IS. INSTALLATION-SHALL MEET THE REQUIREMENTS OF ASTM:7ES:'&NATION P-561. LINE POSTS NOTES SHALL BE EVENLY SPACED 10 FEET OR LESS APART UNLE55 O--+ERWISE SPECIFIED. 14. CONCRETE FOR POST FOUNDATIONS-SHALL HAVE A STREN&T-Pc-2500 PSI. MINIMUM 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A-AXIMUM OF 6.'15 GALLONS OF WATER PER 94 POUND SACK OF CEMENT. DATE: JOB NO.: PERM: (•IIIIIIIIII ONE INCH Al IF NOT,SCALE SHEET: A- SHEET 9 DEAN W.BRIGGS,PE 4; 1}"ANGL"FILLER ANGLE,PLACE ENDS UNDER TREAD HOLDDOWN B R I G G S ANGLE TO SECURE IN PLACE. INC.t aft WELCOME RAMP SYSTEMS, N SERVING THE WESTERN UNITED STATES PO BOX 140537,GARDEN CITY,ID 83114-208 871-0200 f•I COMPONENTALUMINUM RAMP SYSTEM FOR THESE DRAWINGS,OR ANY PORTION THEREOF SHALL NOT RE USED ON F4 ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN SAFE,USER-FRIENDLY BUILDING ACCESS. AGREEMENT FROM DEAN W.BRIGGS,PE zet3RocK EVERETT, WWW.WELCOMERAMPSYSTEMS.COM We 8q� PHONE: 4 T-SHAPE EXTRUSION oFWa Lu FAX: 421 T-SHAPE END PLATE EXTRUSION END _ rT Z PLATE z 20'-0" SECTION A VERIFY-GRADE TO F.F.=1'$" VAMP CONNECTION U SCALE:3'=1 ,.{H� TREADTRACT US ALEMO f—o 1/4' pa"K GENERAL NOTES: �NA� a Q m TRACTION Q� I 1. THESE PLANS AND SPECIFICATIONSARE NOT VALID FOR ANY OTHER ASSEMBLY THAN Q RAMP UP m \ PROD LOTS PROD UCEDBYWELCOME RAMP SYSTEMS,INC.PRODUCTS PRODUCE DTHE ..-HEM NE 09/2712021W Z 3 TREAD Y STAN CARDS SET FORTH IN THESEDRAWINGS ANDACCOM PANYING DESIGN, g h v 2.. THE RAMPSYSTEM,STAIRS AND PLATFORM HAVE BEEN DESIGNEDTO MEET IBC Q z REQUIREMENTS.THE VERTICAL DESIGN LOADING CRITERIA I5300 PSF UNIFORM LIVE O Q LOAD AND 300#LIVE OR DEAD CONCENTRATED LOAD,'USES FOR LOADS IN EXCESS OF THOSE STATED ABOVE REQUIRE REDESIGN BY WELCOME RAMP SYSTEMS,INC. U O 3 3. RAMP DESIGN LIMITS:THE SLOPE SHALL BE 1:12.THE MAXIMUM CRO55 SLOPE SHALL BE _ N 1 }' LESS THAN 2%,TH E MAXI M U M RU N SHALL BE 30',THE MAXIMUM HEIGHT WITH OUT N ADDITIONAL ENGINEERING JUSTIFICATION SHALL BE 48"FROM THE PLATFORM TO S 2" p SECTION D FINISHED GRADE. z PLATFORM SUPPORT RAIL&CONNECTION 4, WELCOME RAMPS,PLATFORMS,AND STAIRS AR E DESIGNED TO BE FREE STANDING, T BUILDING SECTIONS SCALE: 5. DETAILS SHOW MOST USED HEIGHTS,OTHER HEIGHTS ARE SIMILAR. O0� RAMP SUPPORT HAIL =O.i AUE 3=1r LRA.HAND RAIL I}°Xl}"X.125 SQ. MATERIAL SPECIFICATIONS o U -. GALVANIZED METAL PLANKING MATERIALS, Z F-- G 1}"xij'X.125"SQ.TUBE ... RAMP:ALL PLANKING SHALL BE 13 GA.12"W X 11/2"DEEP. N CC WELD TO 4"x4"x}"AL.BASE ... PLATFORM:ALL PLANKING SHALL BE 13 GA.12"WX1-1/2",D.SEE PLAN FOR LENGTH. O PLATE ... STAIRS:ALL PLANKING SHALL BE 11 GA.12"W x 2"DEEP. O, z LEGS: UP EXIST.48"DOOR i EXIST.48"DOOR UP / X .FLAT BAR THAT CONNECTS .. LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING GROUNDRINGERS ... LEG MATERIAL SHALL BE 1-1/2"SQ.%.120"AL.TUBING. LEG POCKETS SHALL BE 1.781"SQ X.135'AL.TUBING.' NADJUSTING BOLT-3/8"X 2-1/4"GRADE 5 CAP SCREW W/NYLON LOCK NUT,ZINC PLATED IL.PLATE WELDED TO ALUMINUM: ION TO MAKE CONTINUOUS L THE 1.1/2"AL.HANDRAIL SHALL BE 6063-T5 WITH A YIELD STRESS OF 15 KSi. I Z ALL OTHER ALUMINUM PARTS SHALL BE 6061-T6 ALUMINUM WITH A YIELD STRESS OF 35 mo 0 KSI. HANDRAILS: NSTAIRS AND RAMPS:USE 1-1/2"SQ.X 5/32"THICK WALLED TUBING FOR POSTS AND HORIZONTAL RAILS EXCEPT THE TOP I-1/2"ROUND HAND RAIL. NOSING DETAIL .,. STANDARD HANDRAIL(W/O PICKETS)IS ALLOWED ON FINISHED PLATFORM HEIGHTS OF C I 30"AND LESS.ALL PLATFORM HEIGHTS ABOVE 30"SHALL USE PICKET STYLE HANDRAILS. ry _ -._-_ ... PLATFORM:USE 13/254X5/32"THICK WALLED TUBING FOR POSTS AND ALL -""- HORIZONTAL RAILS. U HEIGHT:TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 36 INCHES VERTICALLY ABOVE WALKING SURFACES. WELDING: Q ALL REFEREN CES TOWELDINGON PLAN SET REFER TO IN-PLANT FABRICATION,NO I E W Q I ON-SITELDING S REQUIRED, MDC SECTION C FABRICATION PLANT WELDING BY WELDERS CERTIFIED BY ATHIRD PART INSPECTOR AND RAMP END TRANSITION END LEG IN ACCORDANCE WITH ANSI/AWS D3,2 CODE. IyJ SCALE:3=1 ... WELDSIZES ARE EQUAL OR LARGER THAN THE ELEMENT BEING WELDED. C) Z MOO SIDE"B' i MDC SIDE"A" ... WELDING 15 ALLAROUND UNLESS OTHERWISE NOTED.CARE ISTAKEN TO AVOID EXCESS HVAC HVAC WAR PI NG OF WELDED ELEMENTS. ? O UNIT UNIT (3)V21 BOLTS EQUALLY WNOSING RADIUS, ... FABRICATOR TO CERTIFY ASSEMBLED PART ARE PER THE DRAWINGS PER IBC 1704,2.2. �_Z SPACED THRU 1/4"%]"STAIR TOP&BOTTOM BOLTS' Q(n I ENDALUM INUMPATE ALL BOLTS SHALL BE GRADE 5 ZINC PLATED,UNLESS OTHERWISE SPECIFIED.PROVIDE I NTOPLATFORM. (4)3/8'BOLTS,TYP.PER TREAD LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS UNLESS OTHERWISE L� Lo Q SPECIFIED. 3,4,OR 5 AL.TREADS PER STAIR. ... HIGHSTRENGTH BOLTSARE DESIGNED AT LESS THAN 50%CAPACITY FORADDITIONAL (n F- C Q PLATFORM FACTOR OF SAFETY AND DO NOT REQUIRE SPECIAL INSPECTION. aCV� LLl HEIGHTVARIES w TECH SCREWS: Q U ZINC PLATED#10x1}",SELF TAPPING. (n a 36 GA.X Q" I ^ 47-15/1V AL.STAIR U FIATGALV. PLANK, CODE COMPLIANCE EXIST.38"DOOR I STEEL,TYP. 2"x12"x48" Q ¢ C 1/4"XB"ALUM. 1. IBC 2015,CHAPTER 10 COMPLIANT d E EXIST.36"DOOR UP PLATE CARRIAGE 2. ANSI A117.1-2009 COMPLIANT L.0 N QQt i SEE DETAIL I LEVELING FOOT 3. RAMP SLOPE,MAX.RISE= 1:12(VERT/HORZ) O LJ U Q DETAIL 2-STAIRWAY ELEVATION 4. CROSS SLOPE, MAX. = 2% -1 SCALE:1/2"=1' LLJ Q z FJCj I 5. STAIR RISE = 7°MAX., 4"MIN. Q qq 6. DESIGN LOADING: co i I 6.2. STAIR/TREAD 300 LEIS./TREAD [[ 6.3. RAILING 50 PLF/200 LES. CONIC, HANDRAIL BOTH 6.4. LATERAL LOAD 6000 PEDESTRIAN DYNAMIC L7 SIDE OF STAIR LOADING PER SO-FT RAMP 00z F 6.5. WIND LOAD 135 MPH, EXP C, K2t-24 I- 6.5. SEISMIC LOAD SdS=1.0,SEISMIC CAT. 'D' a Q 7. DOOR CLEARANCE AS REQUIRED BY IBC. p HU HU B. STANDARD 3 LINE RAIL FOR COMPONENTS 30"OR PLATFORMz Z C LESS FROM GRADE TO WALKING SURFACE OF 61 INSTALL BOLT WITH 1"MIN. RAMP,LANDING,OR STAIR. CLEAR IN STRINGER PIT p ACCESS PLAN AROUND HOLE.MP.) 9. 42"VERTICAL PICKET GUARDRAIL FOR F z w 3/16 = t'-O" COMPONENTS OVER 30"FROM GRADE TO WALKING I=-N O H 2"X2"x3/16" - SURFACE OF RAMP,LANDING,OR STAIR. y In w RECEIVER TUBE Z. a 5 SHEETTITLI 5"LONG(TYP.) 10.GRASPABLE CONTINUOUS HANDRAIL AT 36'OFF z 9 w STAI PLANK RAMP,PLATFORM,OR STAIR NOSING. INSTALL BOTH om 1/4"MARGIN,TYP. SIDES OF STAIRS AND RAMP. O 3 y R � m a 2"X12"X51" 11.HANDRAILS TO EXTEND 12"HORIZONTALLY OVER `J g g WALKING SURFACE AND RETURN TO WALL OR RAIL I¢Q-u' 3"%1-1/2"%.125"AL.PLATE 1-1/2"AL.ANGLE,3/16" COLUMN. K 3 a p w W/TECH SCREWS FOR DEI IL4.5TAI RHANDRAIL THICK STAIR TREAD a Z W Z H ALIGNMENT SCALE:I/2"=1' STIFFENER 12.RAMP AND RAILINGS TO HAVE CURBS WHICH DO ¢LL NOT ALLOW PASSAGE OF 4"SPHERE WHERE O O HANDRAIL BOTH SIDE OF RAMP ORIGINAL POSITION OF SPHERE IS WITHIN 4"OF i Z THE WALKING SURFACE, H 9 DATE: BRACKET WITECH 13.FOOTING INFORMATION: SCREWS 12"X12"PRE-MANUFACTURED ABS PAD REQUIRED Z =r w JOB NO.: UNDER ALL ADJUSTABLE LEGS. *0(1 �. 1}' TUBE,}"THICKNESS,60633 12" i O u PERM v w¢w 0'-11/2" 1}" 4" O w m w HHSl}xl}(TYP) 3-3/4" HANDRAH 3/4" 3 J m=~ CONNECTION, THREADED 0 3 7 O "' "" DETAIL 6 ONE INCH A- q ADJUSTMENT IF NOT,SCALE OPTIONAL '� 4"LONG k 1-3/4"x 0.25" " ADDRIONAlS'%S' AL.PLITEWITH(1)3/8" ------'-'--"� SHEET: B PLAT OR INSET SCREWS INTO ZPOST,WELD HANDRAIL ""-""-"--"'�-"'-"""'----'"-----� SPEEDRAIL DS-1.0 TO PLATE ALL AROUND. I 12"SO.POLY PAD TYP. D _ DETAIL 3 4"HANDRAIL TIE SEE SERION C SEE DETAILS NOTE:USE THIS RAILING FOR DETAILS DETAILS TYPICAL ELEVATION(WITH STANDARD RAIL) 3o-INaoRLowERTOTAL HANDHoIc �� PLATFORM HEIGHT. SCALE,12 LEVELING F00T NANDRAIALLWNN1 CTION SCALE:"-r-o' SHEET 10 C U STRUCTURAL NOTES STRUCTURAL DRAWING SYMBOLS DRAWING LIST a 0 DESIGN LOADS INSPECTION S0.101 STRUCTURAL NOTES,DRAWING LIST AND SYMBOLS y SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED GENERAL SYMBOLS SO.102 STRUCTURAL ABBREVIATIONS AND STATEMENT OF DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE TESTING AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND SPECIAL INSPECTIONS I RNATIONAL BUILDING CODE(IBC),2016 EDITION,AS AMENDED BY THE CITY OF TESTING.ALL PREPARED SOIL-BEARING SURFACES SHALL BE INSPECTED BY THE U NGTON. GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL.SOILS LOADS COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR A GRID BUBBLE S1.101 FRAMING PLAN S1.102 ERECTION NOTES 491RROEG� )DITION TO THE DEAD LOADS,THE FOLLOWING FLOOR LIVE LOADS WERE USED FOR GEOTECHNICAL ENGINEER. PHONEE a GN.LIVE LOAD REDUCTION IS PER IBC SECTION 1607,10. FAX,a�, SPECIAL CONDITIONS SURFACE-SLOPE UP REDUCIBLE UNREDUCIBLE CONTRACTOR SHALL VERIFY ALL LEVELS,DIMENSIONS,AND EXISTING CONDITIONS IN THE RIDORS 100 PSF X FIELD BEFORE PROCEEDING.CONTRACTOR SHALL NOTIFY THE ARCHITECT ANY T STORAGE 125PSF X DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION,IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS,THE SURFACE-STEPPED HANICAUELECTRICAL ROOMS 65 PSF X CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT BEFORE PROCEEDING. Iq :R TO TABLE 1807.1 IN THE IBC FOR RELEVANT CONCENTRATED LIVE LOADS. DIMENSIONS NOTED AS PLUS OR MINUS i INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE,NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR EXCESSIVE SURFACE-SLOPE DOWN 1601 Fifth Ave VARIATIONS FROM INDICATED DIMENSIONS,NOTED DIMENSIONS TAKE PRECEDENCE OVER 771714pp, Seattle, IFSNOW LOAD SCALED DIMENSIONS—DO NOT SCALE DRAWINGS.DIMENSIONS OF EXISTING CONDITIONS 622.5 52 2 ROOF SNOW LOAD IS DETERMINED USING CHAPTER 7 OF ASCE 7 IN ACCORDANCE MAY BE BASED ON RECORD DRAWINGS AND ARE TO BE FIELD-VERIFIED BY THE zos.com �n SURFACE-SLOPE TWO WAYS i IBC SECTION 1608 AND WITH THE FOLLOWING FACTORS: CONTRACTOR. kancem IINIMUM DESIGN LOAD 25 PSF WITHOUT DRIFT CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY 's= 20 PSF C.= 0.9 DEMOLITION,CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL 1.0 Ci= 1.0 STRUCTURAL MEMBERS,EXISTING CONSTRUCTION AND SOIL EXCAVATIONS,AS REQUIRED, UNDISTURBED SOIL,COMPACTED SOIL,BACKFILL,OR Y= 20 PSF AND IN A MANNER SUITABLE TO THE WORK SEQUENCE.TEMPORARY SHORING AND `` ANY PREPARED SUBGRADE.SEE SPECIFICATIONS FOR BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED '�•� \ TYPE OF MATERIAL AND PREPARATION METHOD. MIC LOADS III/'Q'J SEISMIC FORCE-RESISTING SYSTEM(SFRS)USED TO RESIST EARTHQUAKE AND WIND IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN N)S IS COMPRISED OF LIGHT-FRAME WALLS WITH SHEAR PANELS.EARTHQUAKE DESIGN STRENGTH.NO REINFORCING BARS IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS USED ON THE EQUIVALENT LATERAL FORCE PROCEDURE IN ASCE 7 SECTION 12.8 WITH DIRECTED TO BY THE ARCHITECT OR AS SHOWN ON THE DRAWINGS. �'"GO1 FOLLOWING FACTORS: NORTH ARROW �Ss�0 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, ITE CLASS D TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. .ISK CATEGORY II SOILS EISMIC DESIGN CATEGORY D SEE THE GEOTECHNICAL REPORT BY GEOENGINEERS,DATED DECEMBER 29,2017 AND 1 STANDARD SECTION CUTS s = 1.07 g h, = GRADE MEMORANDUM DATED JUNE 15,2018,FOR MORE COMPLETE INFORMATION.EARTHWORK $100 0.42 g T = 0.1 SECONDS MATERIAL,BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE Z os= 0.77 g Ti = 6 SECONDS RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND MEMORANDUM.BACKFILL O oi= 0.44 g le = 1.0 BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALLS AND SUPPORTING SLABS 1 1 BUILDING SECTION CUTS V) = 6.5 C. = 0.118 ACHIEVE 28 DAY CONCRETE STRENGTH OR THE WALLS ARE TEMPORARILY BRACED,ALL S100 S100 j BASE SHEAR=7.7 KIPS TOPSOIL ORGANICS AND LOOSE SURFACE SOIL SHALL BE REMOVED FROM BENEATH FILL LU SUPPORTING CONCRETE SLABS OR PAVING. 1 SEISMIC FORCE-RESISTING SYSTEM IS COMPRISED OF THE STRUCTURAL MEMBERS ELEVATION OF WALL OR FRAME CONNECTIONS IDENTIFIED IN PLAN. MEMBER SPACING S100 ALL FRAMING MEMBERS SHALL BE EQUALLY SPACED BETWEEN GRID LINES,COLUMNS,AND )LOADS DIMENSIONED FRAMING UNLESS NOTED OTHERWISE. 100'-01, SPOT ELEVATION, TOP OF PLYWOOD LOAD — LOAD IS DETERMINED USING CHAPTERS 26-31 OF ASCE 7IN ACCORDANCE WITH IBC �— TOP OF CONCRETE p PION 1609 WITH THE FOLLOWING FACTORS: ANCHORS TOP OF STEEL ISK CATEGORY II Krt = 1.0 T/SLAB REFERENCE ELEVATION.REFER TO PLAN z XPOSURE CATEGORY 8 G.[ = t0.18 POST-INSTALLED ANCHORS UNLESS NOTED OTHERWISE. Z Lip= 110 MPH Vme = 85 MPH PROVIDE POST-INSTALLED ANCHORS PER TI IE FOLLOWING SCHEDULE UNLESS NOTED 3N WIND PRESSURES FOR DETERMINING FORCES ON COMPONENTS AND CLADDING OTHERWISE: LEVEL 01 ELEVATION OF LEVEL .L BE DETERMINED USING CHAPTER 30 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION ANCHORS IN CONCRETE BY THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS 'ONSIBLE FOR THE DESIGN OF SUCH ELEMENTS,UNLESS NOTED OTHERWISE ON THE ANCHOR TYPE APPROVED ANCHORS EVALUATION REPORT kWP WORKPOINT KINGS. MECHANICAL SIMPSON STRONG BOLT 2(SS) ICC-ES ESR-3037 (EQUIPMENT ANCHORAGE) LOADS SIMPSON TITAN HD SCREWS IWABLE SOIL-BEARING PRESSURE 3000 PSF DL+LL MECHANICAL ICC-ES ESR-2713 DIRECTION OF DOWNWARD SLOPE 4000 PSF OIL+ILL+SEISMICIWIND (DIS ANCHORS) ADHESIVE SIMPSON SET 36 ICC-ES ESR-4057 GENERAL NOTES USE OF ALTERNATE PRODUCTS,OR OF POST-INSTALLED ANCHORS AT LOCATIONS NOT DIRECTION OF SPAN 6 SHOWN IN THESE DRAWINGS,IS SUBJECT TO THE APPROVAL OF THE ARCHITECT.SUBMIT NITTALS PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY FABRICATION FOR THE 2016 IBC.SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE EXISTING FRAMING ONSTRUCTION FOR ALL STRUCTURAL ITEMS,INCLUDING THE FOLLOWING:CONCRETE THAT THE ANCHORS ARE SUITABLE FOR USE IN CRACKED CONCRETE OR UNCRACKED, F IAONRY REINFORCEMENT,EMBEDDED STEEL ITEMS,GLUED-LAMINATED MEMBERS, FULLY GROUTED REINFORCED CONCRETE MASONRY UNITS,WHERE ANCHORS RESIST C AANUFACTURED WOOD JOISTS,EQUIPMENT ANCHORAGE AND EXTERIOR CLADDING SEISMIC LOADS,SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT :LS. THE ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC LOADS. E SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL ADHESIVES SHALL NOT BE INSTALLED PRIOR TO THE CONCRETE REACHING AN AGE OF 21 'INGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE DAYS AS REQUIRED BY ACI 311 STERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. ERRED SUBMITTALS IBC SECTION 107.3.4.1,DRAWINGS AND CALCULATIONS FOR THE DESIGN AND IICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND ATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS 'ONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE ARCHITECT AND THE DING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION.DEFERRED SUBMITTALS UDE BUT ARE NOT LIMITED TO THE FOLLOWING: REMANUFACTURED WOOD JOISTS SHEET TIl XTERIOR CLADDING SYSTEMS QUIPMENT ANCHORAGE STRUCTU EISMIC DESIGN OF NONSTRUCTURAL COMPONENTS USPENDED CEILINGS DRAWING STRUCTURAL COMPONENTS SYMBOLS GN,DETAILING AND ANCHORAGE OF ALL NONSTRUCTURAL COMPONENTS SHALL BE IN DRDANCE WITH IBC SECTION 1613.ASCE 7 CHAPTER 13,AND THE PROJECT )IFICATIONS.NONSTRUCTURAL COMPONENTS DESIGNED BY OTHERS SHALL NOT CE TORSIONAL LOADING INTO SUPPORTING STEEL STRUCTURAL MEMBERS WITHOUT TIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES.TORSIONAL )ING SHALL BE DESIGNED BY THE NONSTRUCTURAL COMPONENT DESIGNER AND JOB NO.: 2OVED BY THE ENGINEER. PEF OW ONE INCI IF NOT,SC SHEET: so SHEET STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING a STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES: u�- TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS 1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 170E THE INTERNATIONAL BUILDING CODE(IBC)AND THE REFERENCE CODES AND STANDARDS INSPECTION LISTED IN NOTE 2.REFER TO TABLES 1 AND 2 FOR SPECIAL INSPECTION AND TABLES 3 AND 4 FOR TESTING REQUIREMENTS. 711 __f SYSTEM OR MATERIAL IBC CODE ODE OR STANDAR FREQUENCY(NOTE6) REMARKSO" REFERENCE REFERENCE CONTINUOUS PERIODIC 2. REFERENCE CODES AND STANDARDS ARE AS FOLLOWS: U FABRICATION 2515 ROCKEPELLER Ave IBC 2015 CONCRETE ACI 18-318-14 PHONE a 9n,5011 INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS: FAX:42591t8489 AWC SDPWS 2015 ADHESIVE ANCHORS AND ADHESIVE ACI 355.4 ASTM CURRENT EDITION REINFORCING DOWELS INSTALLED IN ICC/IAPMO REFER TO ANCHOR CALLOUTS FOR TMS 402-13,602-13 HORIZONTALLY OR UPWARDLY INCLINED TB 1705.3(4.a) EVALUATION REPORI X SUSTAINED TENSION(ST)DESIGNATION 1 ORIENTATIONS TO RESIST SUSTAINED ACI 318:17.8.2.4, 3. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED QUALIFIED TESTING AND INSPECTING AGENCY MEETING THE 1 TENSION LOADS. 26.13.3 REQUIREMENTS OF ASTM E 329(MATERIALS).ASTM D 3740(SOILS),ASTM C 1077(CONCRETE),AND ASTM E 543(NON-DESTRUCTIVE).THE TESTING AND INSPECTING AGENCY SHALL FURNISH TO THE ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED ACI 355.4 BY THE BUILDING OFFICIAL. MECHANICAL ANCHORS,ADHESIVE ICC/IAPMO X iW.att%1 A swee shoo SeA98101... 22 .ANCHORS,AND ADHESIVE REINFORCING TB 1705.3(4.b) .EVALUATION REPAR - (NOTE 7) ALL ANCHORS SHALL BE VISUALLY INSPECTED 4. THE SPECIAL INSPECTOR SHALL zou OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.ALL szzsazz DOWELS NOT DEFINED ABOVE. ACI 318:17.8.2, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS.ISSUES rya.wm 26.13.3 REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY UPON INSPECTION DISCOVERY. SYSTEM OR MATERIAL IBC CODE PODE OR STANDAR FREQUENCY(NOTE II) REMARKS .�W AYNE REFERENCE REFERENCE OBSERVE PERFORM 5. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,ENGINEER,ARCHITECT,CONTRACTOR, AND DISTRICT.THE TESTING AND INSPECTING AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS STEEL INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION INSPECTION TASKS PRIOR TO WELDING: REPORTS HAVE BEEN CORRECTED. WELDING WPS)AVAILABLEDURE SPECIFICATIONS _ X - 6. CONTINUOUS SPECIAL INSPECTION:SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED --o'�ii 4e `.4t�'wwm IS BEING PERFORMED.PERIODIC SPECIAL INSPECTION:SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE FSS Al MANUFACTURER t CERTIFICATIONS FOR O WELDING MANUFACTURER CABLES AVAILABLE - X - WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. C 6 MATERIAL IDENTIFICATION(TYPE/GRADE) X - 7. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC/IAPMO EVALUATION REPORT,INSPECTIONS SHALL BE AS FOLLOWS: WELDER IDENTIFICATION SYSTEM X - - - FOR ALL ANCHORS,PRIOR TO CONCEALMENT,VERIFY:ANCHOR TYPE,ANCHOR DIMENSIONS,ANCHOR SPACING AND EDGE DISTANCE. FIT-UP OF GROOVE WELDS(INCLUDING -FOR EACH ANCHOR TYPE AND SIZE INSPECTOR STALL BE ONSITE TO CONTINUOUSLY INSPECT A MINIMUM OF THE FIRST 10 ANCHORS INSTALLED BY JOINT GEOMETRY):JOINT PREPARATION, EACH INSTALLER FOR CONFORMANCE WITH ICC,i PMO EVALUATION REPORT.PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER DIMENSIONS(ALIGNMENT,ROOT OPENING, MANUFACTURER'S INSTRUCTIONS.PROVIDE PERIODIC INSPECTION ON A MINIMUM OF 10%OF THE NEXT 1000 ANCHORS BY EACH INSTALLER AND A Z ROOT FACE,BEVEL),CLEANLINESS - X _ MINIMUM OF 5%OF THE RECIA,NING ANCHORS BY EACH INSTALLER. INSPECTIONS SHALL OCCUR A MINIMUM OF ONCE PER WEEK AT A RANDOM TIME O (CONDITION OF STEEL SURFACES), WHILE ANCHOR INSTALLATION IS ONGOING.ANY NON COMPLIANCE ISSUES SHALL RESET THE INSPECTION REQUIREMENTS TO TEN(10)CONTINUOUS N TACKING(TACK WELD QUALITY AND AISC 380:TB N54-1 INSPECTIONS.NON-COMPLIANT ANCHORS SHALL BE DROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND SHALL BE . LOCATION),BACKING TYPE AND FIT(IF 1705.2 K BROUGHT INTO COMPLIANCE BY EITHER TESTING OR RE-INSTALLATION. APPLICABLE) AISC 360.N5.4 -INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. FIT-UP OF FILLET WELDS:DIMENSIONS -SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS (ALIGNMENT,GAPS AT ROOT), WERE INSPECTED. CLEANLINESS(CONDITION OF STEEL _ W SURFACES),TACKING(TACK WELD X - 8. OBSERVE:OBSERVE THESE ITEMS ON A RANDOM BASIS.OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS Q QUALITY AND LOCATION),BACKING TYPE PERFORM:PERFORM THESE TASKS FOR EACH ELEMENT. p AND FIT(IF APPLICABLE) 9. INDICATED CONCRETE TESTING MEETS MINIMUM REQUIREMENTS FOR STRUCTURAL TESTING TO BE PROVIDED BY THE APPROVED QUALIFIED TESTING AND O CHECK WELDING EQUIPMENT - - FABRICATOR OR ERECTOR SHALL OBSERVE INSPECTING AGENCY.ADDITIONAL TESTING FOR CONSTRUCTION CONSIDERATIONS ARE NOT INDICATED AND SHALL BE DETERMINED BY THE CONTRACTOR Z AND PROVIDED AT CONTRACTOR'S EXPENSE. INSPECTION TASKS DURING WELDING: USE OF QUALIFIED WELDERS X CONTROL SUMABLAND HANDLING AGI G,WELDING STRUCTURAL ABBREVIATIONS CONSUMABLES:PACKAGING,EXPOSURE X - - STRUCTURAL!'1 /"� R Y /'1 z CONTROL. O NO WELDING OVER CRACKED TACK WELDE X - I _ AB ANCHOFtBOLT DIAG DIAGONAL IN INCH REINF REINFORCING Q ADD'L ADDITIONAL DKG DECKING INFO INFORMATION REM REMAIN(DER) ENVIRONMENTAL CONDITIONS:WIND ADH ADHESIVE DN DOWN INT INTERIOR REQ'D REQUIRED Z) Q SPEED WITHIN LIMITS,PRECIPITATION AND X - - ADJ ADJUSTABLE DO DITTO LIST JOIST RND ROUND Q J TEMPERATURE AESS ARCHITECTURALLY EXPOSED DWF DEFORMED WIRE FABRIC JT JOINT RO ROUGH OPENING m AISC 360:TB N5.4-2 STRUCTURAL STEEL DWG DRAWING K KIP(t900 LBS.) RTN RETURN O Q 2 WPS FOLLOWED:SETTINGS ON WELDING 1705.2 AISC 360:N5.4 AFF ABOVE FINISH FLOOR DWL DOWEL KSF KIPS PER SQUARE FOOT EQUIPMENT,TRAVEL SPEED,SELECTED AGG AGGREGATE SC SLIP CRITICAL I— FINAL EA EACH LF LINEAL FOOT SCHED SCHEDULE a Ln WELDING MATERIALS,SHIELDING GASX _ _ ANCH ANCHOR EF EACH FACE LFH LONG FACE HORIZONTAL SDCI SEATTLE DEPARTMENT OFTYPEIFLOW RATE,PREHEAT APPLIED, ARCH ARCHITECTURAL EL ELEVATION LLH LONG LEG HORIZONTAL CONSTRUCTION AND INSPECTIONSINTERPASS TEMPERATURE MAINTAINEDARD ADHESIVE REINFORCING DOWEL(MIN./MAXJ,PROPER POSITION IF,V,H,OH ELECT ELECTRICAL LLV LONG LEG VERTICAL SDQ SPECIAL DUCTILE QUALITYE B/ BOTTOM OFELEV ELEVATOR LNGT LONGITUDINAL SECT SECTION uj BLDG BUILDING EN PANEL EDGE NAILING LP LOW POINT SFRS SEISMIC FORCE-RESISTING SYSTEM aO WELDING TECHNIQUES:INTERPASS AND BLKG BLOCKING CLEANING,EACH PASS WITHIN EQ EQUAL LSL LAMINATED STRAND LUMBER SHT SHEETU z PROFILE LIMITATIONS,EACH PASS MEETS X - BM BEAM EQUIP EQUIPMENT LVL LAMINATED VENEER LUMBER SHTG SHEATHING QUALITY REQUIREMENTS BIN DIAPHRAGM BOUNDARY NAILING ES EACH SIDE MAX MAXIMUM SIM SIMILAR = w N INSPECTION TASKS AFTER WELDING: BOT BOTTOM EW EACH WAY MECH MECHANICAL SOG SLAB-ON-GRADE U WELDS CLEANED X - _ BRG BEARING EX EXISTING MFR MANUFACTURER SP SPACE SIZE,LENGTH AND LOCATION OF WELDS - X - BSMT BASEMENT EXP EXPANSION MIN MINIMUM SPEC SPECIFICATION O ' BTWN BETWEEN EXT EXTERIOR MISC MISCELLANEOUS SQ SQUARE f WELDS MEET VISUAL ACCEPTANCE 2: Q BUR BUILT-UP ROOF F FAHRENHEIT MOM MOMENT SST STAINLESS STEEL c CRITERIA'CRACK PROHIBITION, WELD/BASE-METAL FUSION,CRATER - X _ C CAMBER FD FLOOR DRAIN NIC NOT IN CONTRACT ST SUSTAINED TENSION ANCHOR a CROSS SECTION,WELD PROFILES,WELD _ CAP CAPACITY FDN FOUNDATION NO NUMBER STD STANDARD SIZE,UNDERCUT,POROSITY CC CENTER TO CENTER FF FINISH FLOOR NOM NOMINAL STIFF STIFFENER AISC 360:TB N5.4-3 c ARC STRIKES 1705.2 AISC 360:N5.4 - X _ CDF CONTROLLED DENSITY FILL FIN FINISH INS NEAR SIDE STIRR STIRRUP K-AREA X CIP CAST-IN-PLACE SHEET TITLE: _ _ FLG FLANGE NS NONSHRINK STL STEEL -, ml CJ CONSTRUCTION OR CONTROL JOINT FUR FLOOR NTS NOT TO SCALE STRUCT STRUCTURAL BACKING REMOVED AND WELD TABS X REMOVED(IF REQUIRED) CJP COMPLETE JOINT PENETRATION FOB FACE OF BUILDING OC ON CENTER SUPP SUPPORT STRUCTURAL NOTES, REPAIR ACTIVITIES - X - CL CENTERLINE DRAWING LIST AND a CLG CEILING FS FAR SIDE OD OUTSIDE DIAMETER SYM SYMMETRICAL DOCUMENT ACCEPTANCE OR REJECTION _ X - CLR CLEAR FT FEET OF OUTSIDE FACE T&B TOP AND BOTTOM SYMBOLS OF WELDED JOINT OR MEMBER FTG FOOTING OPNG OPENING T&G TONGUE AND GROOVE CMU CONCRETE MASONRY UNIT GA GAUGE OPP OPPOSITE T/ TOP OF m � COL COLUMN GALV GALVANIZED P POST TB TABLE CONC CONCRETE GB GRADE BEAM PAP POWER ACTUATED FASTENER THK THICKNESS) p CONN CONNECTION GEN GENERAL PC PIECE THRU THROUGH DATE: 6/05/20 CONST CONSTRUCTION GL GLUED LAMINATED TIMBER PC PILE CAP TRANS TRANSVERSE CONT CONTINUOUS GOVi GOVERNMENT PEN PENETRATION TYP TYPICAL JOB NO.: 1900513 o_ CONTR CONTRACTOR GR GRADE PJP PARTIAL JOINT PENETRATION UNO UNLESS NOTED OTHERWISE - PERMIT SET o COORD COORDINATE GWB GYPSUM WALL BOARD PL PLATE UT ULTRASONIC TESTING CTR CENTER HE HEM-FIR PL PROPERTY LINE VERT VERTICAL m CY CUBIC YARD HGR HANGER PLWD PLYWOOD VIF VERIFY IN FIELD ONE INCH AT FULL SCALE. om U DB DIVIDER BEAM HK HOOK PNL PANEL W W-SHAPE IF NOT,SCALE ACCORDINGLY O DBA DEFORMED BAR ANCHOR HORIZ HORIZONTAL PSF POUNDS PER SQUARE FOOT W/ WITH SHEET: a DBL DOUBLE HP HIGH POINT PSI POUNDS PER SQ'.:.�FE INCH W/O WITHOUT ra y DCW DEMAND CRITICAL WELD HSS HOLLOW STRUCTURAL SECTION PT POST-TENS)ONEE WD WOOD /'�O. w 0/� DEMO DEMOLISH IBC INTERNATIONAL BUILDING CODE PT PRESERVATIVE-TPE:TED WHS WELDED HEADED STUD v` 'I L DIET DETAIL ID INSIDE DIAMETER PWi PREFABRICATED ti OCD TR_SS WL WATERLINE DF DOUGLAS FIR IE INVERT ELEVATION R RADIUS WE WORK POINT DIA DIAMETER IF INSIDE FACE RD ROOF DRAIN SHEET 12 OF 16 a X -T T 3 1/4"UNISTRUT SUPPORT PER ELEC P. I � O MDC 11 CONDUIT 1 1>rl/4 Z 2613 ROOKEPELLER AVE �O WEVERETT,WA 982OI w PHONE:425.311.5011 MDC SUPPORT RAIL I FAX:42591'1.045q 1 1 L3x2x5/i6x0'-8"(LLV)(GALV) 6, I 1q:ff3/8"PL,SEE DETAIL 2 FOR ALTERNATE 1601 Fifth Avenue,Suite 1600 2'-6" 5"'I"'WA98101 206.822.5822 kpff m SUPPORT FRAME BY DYNAMIC C1'A WA 4 04 WA /y ISOLATION SYSTEM(DIS) �E -1F-- E--- 3E —dam X__ - {__..____. we m� jLOAD BANK L3x2x5/16x0'-5"(LLV)(GALV) 48649 1/a SECTION j 0�a'eroxA �4i9 CONDUIT SUPPORT FRAME -- ( ,/2"OBIMPSDN(MIN, J ,� �RONG BOLT(SS)W/ NO SCALE3 /8"EMBED(MIN) Z r--------- ------ i EXIST CONC SLAB 0 1 I I CONDUITSUPPORT ._ . (14) /2"0 SIMPSON FRAME PER DET i SR NG BOLT(SS)W/ w 1 ' VS1.101,(3)LOCATIONS t` 3 5/6 EMBED(MIN) Q CONN PER DET 1 Z t I 1 I I \--EXI ING FND,TYP N (2)1/2"0 STAINLESS STEEL, J MODULAR CENTER, . c LINDAPTER HOLLO BOLTS, N BLIND BOLTS,OR SIMILAR L3x2x5/16x0'-5"(GALV) I Q O w __I Q O f Q o I= i 8� Ln g n o ALT CONNECTION DETAIL FLEXIBLE CONDUITol m L 2 ANCHORAGE PER I $ O Lu W NO SCALELu Lb g ELEC DWGS g I I IL U aZ L--- ------- ----j I 0 0 0 LU N W I , N m KxV,f ^? �" 6 m aDIS TETHER ANCHOR&—•— —•—•—•—•—• ,—•—•—•—•—•—•— — —•—•—• o SHEAR PINS.SEE DIS MDC&CONDENSING UNIT BY a DOCUMENTS FOR NUMBER INDUSTRIAL AIR/SILENT A E o rn &LOCATION OF ITEMS SHEET TITLE: N U) N o FRAMING PLAN o_ o m � ' � N DATE: 6/05/20 a JOB NO.: 1900513 0 8 PERMIT SET ONE INCH AT FULL SCALE. ;? IF NOT,SCALE ACCORDINGLY rn N MODULAR DATA CENTER N SHEET: & EQUIPMENT FRAMING PLAN S . 101 ii 1/8„_V-0" a X SHEET 13 OF 16 U Qi SEISMIC ISOLATION PLATFORM(SIP)AND MODULAR DATA CENTER(MDC):PRIMARY STRUCTURE b. MDC AND CONDENSING UNITS ERECTION '0 O r. ERECTION SUMMARY I. PLACEMENT OF MDC ON SIP C7 1)SUMMARY 1. MDC AND CONDENSING UNITS SHALL BE MOUNTED TO SIP PER DIS AND SILENT AIRE SPECIFICATIONS a. ERECTION SUM VARY IS BASED UPON THE ERECTION REQUIREMENTS FROM 2. PRIOR TO HOISTING OR PLACEMENT OF MDC AND U IA DYNAMIC ISO_ CN S-STEMS(DIS),INDUSTRIAL AIR AND SILENT AIRE. CONDENSING UNITS ON TO SIP,CONTRACTOR SHALL CONTRACTOR SN='L COORDINATE THIS SUMMARY WITH ALL ERECTION FIELD VERIFY THAT ANCHORAGE/CONNECTION POINTS REQUIREMENTS K'::'ED BY DIS,INDUSTRIAL AIR,AND SILENT AIRE BETWEEN SIP AND MDC/CONDENSING UNITS ARE IN 2613 ROCKEFELLER AVE b. MEETINGS.-.�`.'.N�..;1'.OF(i) IS,INDUSTRIAL ION MEETING WILL BE HELD ALIGNMENT.NOTIFY THE DISTRICT,INDUSTRIAL AIR,DIS, �RETT,A0`Q82OI WITH KEY VEVEERS CF THE DISTRICT,THE DISTRICT'S CONSULTANTS,S AND SILENT AIRE IF ANCHORAGE/CONNECTION POINTS PHONE 425.31T.8011 FAX,425.31TE489 PECIAL INSPEC- =ND SUPPLIERS OF THE SIP AND MDC. ARE NOT ALIGNED. a SUBMITTALS:CON R.-.CTOR WILL PROVIDE THE FOLLOWING SUBMITTALS 3, MDC WILL BE CONSTRUCTED IN TWO SECTIONS AT LEAST TWO Vt EKS PRIOR TO ERECTION OF THE SIP/MDC a. DURING PLACEMENT OF THE MDC,THE SIP SHALL BE BLOCKED i. SAFE-PLAN b. SECTION 1 SHALL BE PLACED ON SIP AND ALIGNED WITH FRAME OF I. EREC.!ON SCHEDULE SIP iii. EREC'10N AND LAYOUT PLAN i. WELD CONNECTION POINTS FROM SECTION 1 OF MDC IV. INSPECTION=PLAN TO SIP ON FOUR SIDES c. SECTION 2 SHALL BE PLACED ON SIP AND BOLTED TO SECTION 1. 15D16Rn Avenue,S,Oe 100 2)EXISTING CONDITIONS i. WELD CONNECTION POINTS FROM SECTION 2 OF MDC Seattle,WA 98101 TO SIP ON THREE SIDES. 20e.a22.saz2kpQ... a THE DISTRICT WILL PROVIDE AN 18"REINFORCED CONCRETE SLAB WITH A TROWELED FINISH 4. JFT CONDENSING UNITS ONTO SIP AND ALIGN WITH CONNECTION b. CONTRACTOR SHALL VERIFY THE CONDITION OF THE SLAB PRIOR TO POINTS BC'J UNI-S"0 SIP PER SILENT AIRE REQUIREMENTS. ERECTION OF THE SIP/MDC 5. SPEC NSPECTOR SHALL OBSERVE AND INSPECT WELDS FOR MDC VAYNE C. CONTRACTOR SHALL SURVEY THE EXISTING SLAB FOR VERTICAL AND AND a ERVE BOLTING OF CONDENSING UNITS �q`Z��,p4 xesy7 HORIZONTAL CONTROL.RESULTS OF SURVEY SHALL BE INCLUDED IN THE LAYOUT PLAN C. FINAL PLACEMENT AND CLOSEOUT OF MDC/SIP ERECTION d. CONTRACTOR SHALL INFORM DISTRICT OF ANY OUT OF TOLERANCE OR UNFORESEEN CONDITIONS PRIOR TO PRECONSTRUCTION MEETING. I. PAINT WELDS AND TOUCH UP ANY DAMAGED PAINT DUE TO 48949 Wr PL CENT OF MDC/CONDENSING UNITS ON SIP. 0 c ' Ll 3)PRECONSTRUCTION MEETING it RE O`. MPORARY ERECTION BLOCKING OF SIP AND PLACE Ss7G19 �- NFERENCE CALL SHALL NCJ a _NS PER DIS REQUIREMENTS.b, ATTENDANCE IE E CTI N PERSON OR VIA CO ) TR R SHALL ESTABLISH TIME TO VIEW ERECTED MDC/SIPa. CONTRACTGR oHALL CONDUCT A PRECONSTRUCTION MEETING AT LEAST m CON 1-WEEK PRICE O ERECTION SIP/MDC. WITI-�T CS-RIOT,THE DISTRICT'S CONSULTANTS,AND S`RIAL AIR_CONTRACTOR WILL COMPILE A PUNCHLIST OF ---- ITE.',IS EASED UPON THE ON-SITE MEETING. INCLUDE — -� � I. CON-RACTORS PROJECT MANAGER AND SITE SUPERINTENDENT ! v J. D STRICT REPRESENTATIVES/CONSULTANTS lii. DISTRICT SPECIAL INSPECTOR Z iv. REPRESENTATIVES FROM INDUSTRIAL AIR,DIS,AND SILENT AIRE r I'I SIPS a MEETING AGENDA SHALL INCLUDE i. SAFETY K I. SITE REQUIREMENT AND ACCESS i I iii. SCHEDULE IV. LINES OF COMMUNICATION V. NSPECT ONS ! vi. SIGN OFF'PUNCHLIST PROCESS [`Z6 4)SIP/MDC ERECTION -- ERECTION- - _ I. HOISTING AND LIFTING I I DENSINGIU i 1. HOIST AND LIFT THE SIP AT APPROVED LOCATIONS BY DIS 2. SIP TO BE DELIVERED IN MULTIPLE SECTIONS.CONTRACTOR SHALL FOLLOW C,S PLACEMENT SEQUENCE AND ASSEMBLY —J MODULA CENTER, L— I (BOL-INS SHIMS ETC)REQUIREMENTS. z I 3. CONTRACTOR a-+ALL COORDINATE SPECIAL INSPECTION TO ce O I I� OBSERVE THE FINAL CONNECTIONS BETWEEN SECTIONS OF .. SIP.OBSER`d.4T'.CN SHALL OCCUR PRIOR TO PLACEMENT OF MDC F--1 ii. POSITIONING,ANCHORAGE,AND VERIFICATION OF SIP 1. PROVIDE LAYOUT PLAN CONFIRMING LOCATIONS AND ORIENTATION Q I — OF SIP _ Q — - - -- 2. LOCATE AND PLACE SIP IN FINAL LOCATION r— T` 3. BLOCK/RESTRAIN SIP IN PLACE TO PREVENT ACCIDENTAL Q a I MOVEMENT z 4. LAYOUT SIP BASE PLATES AND ANCHORAGE LOCATIONS p z 5. USING THE BASE PLATE AS A TEMPLATE,SCAN SLAB TO IDENTIFY CONFLICTS WITH REINFORCING.ADJUST LAYOUT OF BASE PLATE F� ❑ I I TO MINIMIZE CONFLICTS WITH REINFORCING STEEL OF CONCRETE. F ❑ pp —_-I b I IT IS ACCEPTABLE TO CUT(1)REBAR IN EACH DIRECTION AT ANY OF 0 I THE BASE PLATE LOCATIONS. E I ! }� I 6. DRILL HOLES AND BOLT BASE PLATE DOWN PER DIS Z 0 w 10 I I I - O REQUIREMENTS.SPECIAL INSPECTION FOR HOLES AND BOLT IL--------- I PLACEMENT REQUIRED FOR ALL LOCATIONS. U Z o T 7. TO VERIFY FREE OR UNRESTRICTIVE MOVEMENT OF THE SIP,THE w -------� 1 o FOLLOWING WILL BE PERFORMED PRIOR TO MDC ERECTION. � U - t a. REMOVE ANY TEMPORARY RESTRAINT DEVICES OR < N BLOCKS. O L c o / b. APPLY HORIZONTAL FORCE TO SIP TO CAUSE A 1— r / 1'MOVEMENT IN THE NORTH/SOUTH DIRECTION OF THE z Q O N - BASE.RELEASE LOAD AND OBSERVE IF SIP RETURNS TO Q ❑ :—. .—. .—.—.—.—.—.—.—.—.—.—,—.—.—,—.—.� INITIAL LOCATION o w .—.—.—.�—_—___— — a 0 1 C. REPENT STEP ABOVE WITH HORIZONTAL g FORCE'MOVEMENT IN THE EASTANEST DIRECTION. d. DOCUMENT THE MOVEMENT OF BASE AND INFORM THE SHEET TITLE: d w DISTRICT AND INDUSTRIAL AIR ON THE VERIFICATION OF MOVEMENT. 70 a ERECTION NOTES 0 ❑ in I. IF UNRESTRICTED MOVEMENT OCCURS, REINSTALL TEMPORARY RESTRAINTS AND a PROCEED WITH MDC ERECTION. ii. IF UNRESTRICTED MOVEMENT DOES NOT v OCCUR,NOTIFY THE DISTRICT AND INDUSTRIAL AIR FOR REVIEW OF EXISTING m CONDITIONS. - - o n DATE: 6/05/20 d JOB NO.; 1900513 o rn a PERMIT SET N o fn ONEEMENNO — ro ONE INCH AT FULL SCALE. o . IF NOT,SCALE ACCORDINGLY m ci SHEET: ❑ M MODULAR DATA CENTER N S1 . 102 E E & ERECTION NOTES a X SHEET 14 OF 16 GENERAL ABBREVIATIONS DRAWING INDEX NON-STRUCTURAL MECHANICAL COMPONENT NOTES M0,01 MECHANICAL LEGEND AND GENERAL NOTES NEW MECHANICAL WORK 0 DIAMETER,PHASE F FAHRENHEIT S SENSOR p MS1,01 MECHANICAL SITE PLAN MATCHLINE OR PROPERTY FLA FULL LOAD AMPS SA SUPPLY AIR 1. THE COMPONENT IMPORTANCE FACTOR(Ip)FOR ALL LINE A AIR,AMPS FLEX FLEXIBLE SAT SUPPLY AIR TEMPERATURE NON-STRUCTURAL COMPONENTS SHALL BE: c3 tt —————- ENLARGED PLAN BOUNDARY ABV ABOVE FUR FLOOR SCH SCHEDULE Ipa I .G AC AIR CONDITIONER FPM FEET PER MINUTE SD STORM DRAIN PIPING L� I 1 2. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE DETAIL/PLAN IDENTIFIER ACU AIR CONDITIONING UNIT FPS FEET PER SECOND SENS SENSIBLE 2015 INTERNATIONAL BUILDING CODE AND FROM THE NOT ALL SYMBOLS MAY laI s oc�<�i I , r, M101 AFF ABOVE FINISHED FLOOR FT FEET,FIN TUBE SF SQUARE FOOT AMERICAN SOCIETY OF CIVIL ENGINEERS(ASCE) APPEAR ON THE DRAWINGS AG ABOVE GROUND SIM SIMILAR STANDARD 7.THE CONTRACTOR SHALL REFER TO THE ABOVE FOR ADDITIONAL INFORMATION,EXCEPTIONS,AND A AHJ AUTHORITY HAVING JURISDICTION GA GAGE SHEET METAL AND AIR CONDITIONING CONTRACTORS' FURTHER DESCRIPTIONS. THE CONTRACTOR SHALL M1.o+ SECTION IDENTIFIER SMACNA NATIONAL ASSOCIATION,INC. ADHERE TO REQUIREMENTS AND AS SUCH,SHALL BE AMB AMBIENT GAL GALLONS REVISION DEFINITION AREA, ARCH ARCHITECT GC GENERAL CONTRACTOR SOV SHUTOFF VALVE INCLUDED WITHIN BID.ALSO REFER TO SPECIFICATION H A R G I S AREA ENCIRCLED CONTAINS SECTION 230550. E N i N E E a s AMERICAN SOCIETY OF HEATING,REFRIGERATION AND GPM GALLONS PER MINUTE SP STATIC PRESSURE CHANGES MADE SUBSEQUENT ASHRAE AIR-CONDITIONING ENGINEERS,INC. SS STAINLESS STEEL,SANITARY SEWER 3. 2015 ISO,1613.1,SCOPE:ARCHITECTURAL,MECHANICAL, TO PREVIOUS ISSUE GV GATE VALVE,GLOBE VALVE ELECTRICAL,AND NON-STRUCTURAL COMPONENTS THAT a:oa tmm avE�ue,.mcE fioo ASSY ASSEMBLY ARE PERMANENTLY ATTACHED TO STRUCTURES AND :eamE,w.:nloec,o semJ t 106.Mfi.33Jfi w hargleAlx TEMP TEMPERATURE THEIR SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED Q REVISION CALLOUT BF BELOW FLOOR H HUMIDIFIER DRAIN PIPING TOP TOP OF PIPE AND CONSTRUCTED TO RESIST THE EFFECTS OF HD HEAD EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7, FLAG NOTE CALLOUT BLW BELOW HORIZ HORIZONTAL T'STAT THERMOSTAT EXCLUDING CHAPTER 14 AND APPENDIX 11A. BOP BOTTOM OF PIPE TYP TYPICAL B. C AHU-01 MECHANICAL EQUIPMENT TAG HP HORSEPOWER 4. 2015 IBC,1704.4,CONTRACTOR RESPONSIBILITY: THE SOT BOTTOM HTG HEATING CONTRACTOR SHALL BE RESPONSIBLE FOR THE �4' �0 B CONSTRUCTION OF A SEISMIC-FORCE-RESISTING SYSTEM, TUH BRI7ISH THERMAL UNIT PER HOUR UG UNDERGROUND ry� NORTH ARROW Hvgc HEATING,VENTILATING,AND AIR CONDITIONING DESIGNATED SEISMIC SYSTEM,OR SEISMIC-RESISTING t BV BALL VALVE UNO UNLESS NOTED OTHERWISE HZ HERTZ COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS AND SHALL SUBMIT A WRITTEN STATEMENT 44764 OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE INVERT ELEVATION OR POC C CONDENSATE PIPING AL IE INVERT ELEVATION V VENT PIPING,VOLT OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE CAP CAPACITY IN. INCH VA VALVE SYSTEM OR COMPONENT. THE CONTRACTOR'S CD CONDENSATE DRAIN IN.WG INCHES WATER COLUMN VEL VELOCITY STATEMENT OF RESPONSIBILITY SHALL INCLUDE THEFOLLOWING: CFM CUBIC FEET PER MINUTE VENT VENTILATION,VENTILATOR CKV CHECK VALVE kW KILOWATT VOLT VOLTAGE A.ACKNOWLEDGEMENT OF AWARENESS OF THE CLG CEILING,COOLING SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; Z COMB COMBINATION O L LENGTH W WASTE,WATT,WIDE,WATER COND CONDENSER,CONDENSATE W/ WITH B.ACKNOWLEDGEMENT THAT CONTROL WILL BE V) LEISPOUND EXERCISED TO OBTAIN CONFORMANCE WITH THE > PIPING CONT CONTINUE,CONTROL WS WET BULB(TEMPERATURE) CONSTRUCTION DOCUMENTS APPROVED BY THE Lu iY LVR LOUVER LRA LOCKED ROTOR AMPS PIPE ELBOW UP OR PIPE TEE COP COEFFICIENT OF PERFORMANCE WC WATER COLUMN BUILDING OFFICIAL; —" UP AND DOWN Cu CONDENSING UNIT,CUBIC WM WATER METER C.PROCEDURES FOR EXERCISING CONTROL WITHIN THE PIPE ELBOW DOWN CW COLD WATER PIPING WSEC WASHINGTON STATE ENERGY CODE CONTRACTOR'S ORGANIZATION,THE METHOD AND w MAX MAXIMUM Wi WEIGHT FREQUENCY OF REPORTING AND THE DISTRIBUTION F- o PIPE TEE UP MBH THOUSAND BTU PER HOUR OF THE REPORTS; O D DRAIN MC MECHANICAL CONTRACTOR DB DRY BULB(TEMPERATURE) D.IDENTIFICATION AND QUALIFICATIONS OF THE z e PIPE TEE DOWN MCA MINIMUM CIRCUIT AMPACITY PERSON($)EXERCISING SUCH CONTROL AND THEIR dB 'DECIBEL MOD MODULAR DATA CENTER GENERAL NOTES-MECHANICAL POSITION(S)IN THE ORGANIZATION. PIPE RISE DEG )EGREE MECH MECHANICAL 4.DIVISION 22,23 RESPONSIBILITIES: PIA DIAMETER MIN MINIMUM --� PIPE CAP DIM DIMENSION 1. COORDINATE MECHANICAL WORK WITH THAT OF OTHER A.HANGERS AND SEISMIC BRACING FOR MECHANICAL z MOCP MAXIMUM OVERCURRENT PROTECTION TRADES(ELECTRICAL,ARCHITECTURAL,STRUCTURAL, SYSTEMS SHALL BE DESIGNED AND SPECIFIED BY PIPE PLUG DISC IOCATION O"TARTER,DISCONNECTAND CONTROLS CIVIL,AND LANDSCAPE). REFER TO ELECTRICAL, DIVISION 22,23. DIVISION 22,23 SHALL REFER TO THE 0 DISCH LISCHARGE ARCHITECTURAL,STRUCTURAL,CIVIL,AND LANDSCAPE MECHANICAL DRAWINGS FOR LOCATIONS OF NA NOT APPLICABLE DRAWINGS AND SPECIFICATIONS, COORDINATION SHALL EQUIPMENT AND HUNG MECHANICAL SYSTEMS AS FLOW DIRECTION DN L7WN OCCUR PRIOR TO FABRICATION,PURCHASE,AND/OR �S NC NORMALLY CLOSED,NOISE CRITERIA STRUCTURAL DRAWINGS DO NOT SHOW THE J NIC NOT IN CONTRACT PIPE BREAK DWGS MAWINGs INSTALLATION OF ALL WORK, LOCATIONS OF MECHANICAL EQUIPMENT,DUCTWORK, J —� �— PIPING,AND OTHER COMPONENTS. DV DPAIN VALVE NO NORMALLY OPEN 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE O Q ---y-- PIPE CONNECTION KEEPING OF HIS OWN PROPERTY ON THE JOB SITE. B. DIVISION 22,23 SHALL COORDINATE THE SUPPORT �L I— (E) EXISTING NO, NUMBER OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION SYSTEMS AND DESIGN LOADS FOR HUNG PIPING AND G Lo NTS NOT TO SCALE OF PROPERTIES AGAINST FIRE,THEFT,AND OTHER MECHANICAL SYSTEMS(INCLUDING COMBINED EA EXHAUST AIR ENVIRONMENTAL CONDITIONS. MULTIPLE PIPE RUNS)WITH THE GENERAL z VALVES EAT ENTERING AIR TEMPERATURE CONTRACTOR AND THE STEEL AND WOOD JOIST CA OUTDOOR AIR ENERGY CODE NOTES MANUFACTURERS IN ADDITION TO OTHER TRADES oxo VALVE:GATE,BALL, EER ENERGY EFFICIENCY RATIO OC ON CENTER THAT MAY BE IMPACTED, 2 O LLJ pe BUTTERFLY(REFER TO SPECIFICATIONS) EF E71CIE T FAN OD OUTSIDE DIMENSION OR DIAMETER h" EFF EFFICIENCY OSA OUTDOOR SUPPLY AIR 1, PIPING INSULATION: COMPLY WITH THICKNESSES AND LU Z EL ELEVATION TYPES LISTED IN ENERGY CODE ENFORCED BY AHJ = LLJ PIPING SPECIALTIES UNLESS MORE STRINGENT REQUIREMENTS ARE L P PRESSURE ! l ELEC ELECTRIC SPECIFIED. f v �— UNION EMCS ENERGY MANAGEMENT AND CONTROL SYSTEM PD PRESSURE D Q DROP 2. RECORD DRAWINGS: SUBMIT TO THE BUILDING OWNER EQUIV EQUIVALENT O PH PHASE PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. —�I FLANGE ESP EXTERNAL STATIC PRESSURE POC POINT OF CONNECTION THERMAL/SEISMIC FLEXIBLE EXH EXHAUST 3. OPERATION AND MAINTENANCE MANUALS: SUBMIT TO THE LOOP PSIG POUNDS PER SQUARE INCH GAGE BUILDING OWNER PER ENERGY CODE ENFORCED BY THE EXT EXTERIOR,EXTERNAL LOCAL AHJ. CITY QUANTITY 4. MECHANICAL SYSTEMS COMMISSIONING AND COMPLETION SHEET TITLE: PIPING SYSTEMS REQUIREMENTS:TEST SYSTEMS TO ENSURE THAT RA RETURN AIR,RELIEF AIR BUILDING SYSTEMS HAVE BEEN DESIGNED,INSTALLED, CONDENSATE/HUMIDIFER DRAIN AND FUNCTION PROPERLY,EFFICIENTLY,AND CAN BE MECHANICAL REF REFERENCE MAINTAINED IN ACCORDANCE WITH THE CONTRACT RL RAIN LEADER DOCUMENTS IN ORDER TO SATISFY THE BUILDING LEGEND AND OWNER'S OPERATIONAL RLA RATED LOAD AMPS R QUIREME TISP RTENT ENERGYDCODE EN ORCED BY THE GENERAL NOTES LOCAL AHJ. REFER TO SPECIFICATIONS FOR ADDITIONAL COMMISSIONING REQUIREMENTS REFRIGERANT PIPING SYSTEM 5. THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN DATE: 6/05/20 DESIGNED TO COMPLY WITH ENERGY CODE ENFORCED BY JOB NO.: RLL REFRIGERANT LIQUID LINE THE LOCAL AHJ. CONTRACTOR IS RESPONSIBLE FOR CORRECT INSTALLATION OF ENERGY CONSERVATION PERMIT SET RSL REFRIGERANT SUCTION LINE MEASURES. SIGHT GLASS WITH MOISTURE IF ONE INCH AT FULL SCALE. NOT, INDICATOR SCALE ACCORDINGLY —LOLL FILTER DRYER SHEET: M0.01 SHEET 15 OF 16 -- -A-- -+ - - _. ---- SHEET NOTES 1. DIVISION 23 CONTRACTOR SHALL BE PRESENT G- " AND SUPPORT STARTUP,CHECKOUT AND COMMISSIONING ACTIVITIES RELATED TO THE I "} HVAC AND PLUMBING EQUIPMENT ONSITE.THE ...... - - - - ( - -'- MODULAR DATA CENTER MANUFACTURERS .' s \ REPRESENTATIVE WILL LEAD DIVISION 23 IN THIS -- PROCESS. REFER TO SECTION 232300 FOR SPECIFIC REFRIGERANT PIPING SYSTEM TESTING REQUIREMENTS. REFER TO DETAILS IN SECTION 4 sH2 230800 IN THE NORTH COUNTY MODULAR DATA _. CENTER PROJECT SPECIFICATION. FMx e.25,31 3,g, - - 1-1/2"H �1-1/2"C I 2.HUMIDIFIER DRAIN AND CONDENSATE DRAIN PIPE r --------- SHALL BE TYPE DWV,HARD DRAWN DRAINAGE s s TUBING,ASTM B 306. FITTINGS SHALL BE CAST H A R G I S ti COPPER,ASME B16.23 OR WROUGHT COPPER, e N G E e n s MODULAR - I -- - ASME B16.29,SOLDER JOINT, DATA CENTER thYN avenue•sNte 600 ' (MDC) ` 3. REFRIGERANT SUCTION AND LIQUID LINES SHALL 1:eagle.wa:hlnaro"vawa 206aa8.33]6 w h.q hlx I -I BE INSULATED WITH 1'THICK ELASTOMERIC - 1 INSULATION TYPE ASTM C 534,TYPE I FOR TUBULAR MATERIALS,GRADE 1.K-VALUE NOT -- , , GREATER THAN 0.27.JACKET WITH ALUMINUM WEATHERABLE JACKETING,VENTURECLAD PLUS &C, RSL/RLL 3 3 RSURLL --- f I - TYPE 1579 CW OR APPROVED. III a� k I 2 I FLAG NOTES DIVISION 23 SHALL INSTALL(2)CARRIER A sty O 6 18 34,40 TON DUAL - MODEL 38APD 40 IN 1 c�p�so CIRCUIT CONDENSING UNITS FURNISHED BY I H ' I-' ( OWNER.DIVISION 23 SHALL CHARGE a a REFRIGERANT SYSTEM PER t. ( �: MANUFACTURER'S REQUIREMENTS..' RSL/RLL s a>RSL/RLL t - PROVIDE RSURLL LINES FROM MDC POC TO z I I CONTRACTOR INSTALLED CONDENSING p Ij i,, �a ( _ UNITS.PROVIDE INSULATION AND JACKETING. INSTALL OWNER FURNISHED REFRIGERANT SYSTEM FILTER/DRYERS ANDLu SIGHT GLASSES. REFER TO 2/MS1.01 FOR ADDITIONAL INFORMATION. 1 L PROVIDE UNISTRUT RACK WITH PIPE Lu CLAMPS FOR REFRIGERANT PIPING AND < CONDUIT SUPPORT. h � '- --- -------[ - --- - --- - ---- PROVIDE 1"CONDENSING UNIT DEDICATE NG FROM MDC TO CONDENSINGUNIT.DON T SHARE POWER RACEWAY. REFER TO DIVISION 26 Z - T� FOR CONDUIT RACEWAY REQUIREMENTS. PROVIDE(2)V HUMIDIFIER DRAIN&(2)1-1/4"CONDENSATE DRAIN CONNECTIONS TO O --�— N MECHANICAL SITE PLAN / - O, CO AL CONNECTIONS AND PIPES. Q PROVIDE CONDENSATE TRAPS PER 1 3/MS1.01 COMBINE PIPING PER PLAN. Msi.a� SCALE:118"=V-0" PROVIDE UNISTRUT RACK TO SUPPORT Q SP ABOVE H X Z PIPING AND SECURE TO TOP OF BOTTOM 02 O Q DRAINPAN, INCHES INCHES INCHES FLANGE OF THE SEISMIC ISOLATION I}I all c DRAWING LEGEND INCHES WG STRUCTURAL BASE WITH SELF TAPPING FzI Ijz, G S. 3 4 15 65 TERMINATE HUMIDIFIER AND CONDENSATE IFII I�� F"i EXV II DRAIN LINES TO CATCH BASIN BELOW THELLJ F-0 FILTER-DRIER __ -4 5 2.5 MDC RAMP/DECK WITH 1"AIR GAPS. 5G SIGHT GLASS '-----�--- Fa _� t ) DX COOLING COIL +6 7 3.5 15 9.58.5 PROVIDE(2)CAMCO TASTEPURE 12 FOOT l�L'a O w -�----�--r -- ) IN LRAC HEATED DRINKING WATERHOSES WITH Z SUCTION LINE j j I ) CONDENSATE DRAIN PAN WITHIN +2 1 3 6 THERMOSTAT,MODEL 22910 WITH HEAVY uj I ) MDC CABINET AND PIPE OUTLET +3 1 4 7 DUTY BRASS GARDEN 2-WAY HOSE I I CONNECTION. +4 1 5 8 CONNECTER TO CONNECT MDC TO EXISTING - - LIQUID LINE f I i ; ) I +6 1 6 9 YARD HYDRANT. PROVIDE 1"FEMALE NPT I< II I I. TE RM INATE OPEN VENT PIPE RISER MIN +6 1 7 10 TO MALE GARDEN HOSE ADAPTERS TO O I- a FIXED COMPRESSOR ( ) 1 ABOVE DRAIN PAN LIP CONNECT HOSES TO MDC HUMIDIFIER FILL z Q - DUAL1IRC1D-0NcoN -113UwT j 1 1 CONNECTIONS. Q D I I RE',l OVABLE CLEANOUT DIGITAL COMPRESSOR I � I PLUG OR CAP(TYP) SP,INCHES WG I .SERVICE VALVES INVERT(OUTLET) SHEET TITLE: Z CIRCUR9 CIRCUITA Z ` S ! ! EQUIPMENT CABINET MECHANICAL I INVERT H INDIRECT DRAIN PIPING,SIZE PER PLAN OR TO SITE PLAN MATCH PAN CONNECTION SIZE(WHICHE!'ER IS LARGER) _ INVERT Z DATE: 6/05/20 TO CATCH BASIN. SEE DWGS FOR SIZE AND CONT I I i i X JOB NO.: i ! PERMIT SET - e ' GRADE REMOVABLE CLEANOUT PLUG OR CAP ~~P' en L Ih dL Sae 9 tonLne3¢e I I - - ---- - ------------a ann 3 t L s a i Lq INCH AT FULL SCALE. i 2"MIN ONE IF NOT,SCALE ACCORDINGLY S E S A 'E B _ 8S I SHEET: - CQ B 8 1 A 1 8 8 O I r{AUEcsv_cor_t.CTORs _-ems ru1F0 BY snENr�dr _ - 1.NOTPSOSITIVELY SLOPE CONDENSATE DRAIN DOWN TO RESULT IN FREE AND COMPLETE DRAINAGE. 0 B 2 A A B rYflCp10T 7 (2)MDC MANUFACTURER REFRIGERANT PIPING DIAGRAM (ZMDC CONDENSATE TRAP DETAIL SHEET 16 OF 16 �SCALE:NONE Msi Dt SCALE:NONE CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3240 17601 59TH AVENUE NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31052200400200 Valuation:400000.00 OWNER APPLICANT CONTRACTOR PUBLIC UTILITY DISTRICT NO 1 Public Utility District Trico Companies LLC PO BOX 1107 2320 California Street 15066 Josh Wilson Road EVERETT,WA 98206 Everett,WA 98206 Burlington,WA 98233 425-367-1092 360-757-2373 LIC:TRICOCL886Q8 EXP: 11/28/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 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 D e CONDITIONS ADHERE TO APPROVED PLANS.PROVIDE SPECIAL INSPECTION REPORTS TO THE CITY.APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS.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 03/15/2021 Building Permit Fee $4,020.74 03/15/2021 Processing/Technology Fee $25.00 03/15/2021 State Surcharge-Commercial $25.00 03/15/2021 Building Plan Review Fee $2,613.48 Total Due: $6,684.22 Total Payment: $6,684.22 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTION'S REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: �) J © AM ❑ PM DATE: I 'rJ LUZ� JOB ADDRESS: O I �� � I�� l� LOT#: PROJECT: TYPE OF INSPECTION: ,J 1��'1G1_(t- ''�--1 U L 1- OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 z INSPECTOR DATE M PLANNING M CIVIL o BOn.DING, CITY OF ARLINGTON ' • Ih CITY OF ARLINGTON 18204 59th Avenue NE,Arlington, WA 98223 INSPECTIONS: 360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 17601 59th Avenue NE Permit#:3240 Permit Expiration Date:3/23/2021 Parcel#: 31052200400200 Valuation:400000.00 OWNER APPLICANT CONTRACTOR PUBLIC UTILITY DISTRICT NO I Public Utility District Trico Companies LLC PO BOX 1107 2320 Califbmia Street 15066 Josh Wilson Road EVERETT,WA 98206 Everett,WA 98206 Burlington,WA 98233 425-367-1092 360-75 7-23 73 UC:TRICOCL886Q8 EXP: l 1/28/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: I CONST. TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: l 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 shalt 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. iBCl10/1RC110. SALES TAX NOTICE: Sales tax relating to construction and construction materi the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. L� q.W40 Signature Print Name Date Released By Date CONDITIONS ADHERE TO APPROVED PLANS. PROVIDE SPECIAL INSPECTION REPORTS TO THE CITY. APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY `E WORK NOTED. THIS PERMIT COVER,"DRK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONS1icUCTION ON THE PUBLIC DOMAIN(CURIsa,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 09/24/2020 Building Permit Fee $4,020.74 09/24/2020 Processing/Technology Fee $25.00 09/24/2020 State Surcharge-Commercial $25.00 09/24/2020 Building Plan Review Fee $2,613.48 Total Due: $6,684.22 Total Payment: $0.00 Balance Due: $6,684.22 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#: 3240 Permit Date: 06/17/20 Permit Type: COMMERCIAL BUILDING Project Name: Snohomish County PUD Modular Data Center Applicant Name: Public Utility District Applicant Address: 2320 California Street Applicant, City, State, Zip: Everett,WA 98206 Contact: George Hespe Phone: 425-367-1092 Email: grhespe@snopud.com Scope of Work: New modular building Valuation: 400000.00 Square Feet: 1134 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 09/24/2020 Permit Expires: 03/23/2021 Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052200400200 17601 59TH AVENUE NE PUBLIC UTILITY 489 Other Utilities DISTRICT NO 1 NEC 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 05/26/2021 C20.BUILDING Building Final 05/27/2021 05/27/2021 BUILDING Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 06/17/2020 COMMERCIAL BUILDING BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $4,020.74 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Table 4-2 $2,613.48 Total $6,684.22 Attached Letters Date Letter Description 06/17/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/06/2020 Snohomish County PUD 8059470 Raelynn Jones $6,684.22 Outstanding Balance $0.00 Notes Date Note Created By: 03/18/2021 Emailed the extended permit for signature. Kristin Foster 03/16/2021 The permit extension request was granted for a 180 days. Kristin Foster 03/12/2021 Received a permit extension request from George Hespe at PUD. Kristin Foster 09/24/2020 Do not complete and sign off final inspection or issue a CO until payment is received. Kristin Foster 07/27/2020 Emailed for clarification on the valuation and for contractor info. Kristin Foster 06/17/2020 Contractor TBD Kristin Foster Uploaded Files Date File Name 10/04/2021 9820083-3240 IC 3.16.2021.pdf 03/10/2021 8307885-RE Modular Data Center.msg 06/17/2020 6841462-3240 Application.pdf o Y � Wz a.. O V J \ U p w6 NOIIVII ISNI 'd]INDD ` IVG W � LL ' w 2dvinaow klNnOD HI"dON _U LU w u U �a dnoig jullduD m LL G N^ aon.an.sa u�,unane,u .. 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