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Home My WebLink AboutPermit D19-0083 - KING COUNTY METRO - NEW FRAME RACK AND SUPPLY LINES FOR AIR AND ELECTRICAL POWERKING COUNTY METRO 12100 E MARGINAL WAY S COMPLEX FINALED 03/16/2023 019-0083 Parcel No: ^ xx m - "^^^U ~- ~ uvx Tukwila Department of Community Development 6300 Southmnter Boulevard, Suite #100 ' Tukwila, VVashington9B18W ~~ oh.""')nr'u"`'*Ar.rn Inspection Request Line: 2O6~u30-B50 Web site; http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7340600421 Permit Number: D19'0083 Issue Date: 3/19/2019 Permit Expires On: 9/15/2019 Project Name: KING COUNTY METRO Owner: Contact Person: Contractor: Address: License No: Lender: Name' Address: KING COUNTY -TRANSIT 201S]A[KSON5T#417,SEATTLE WA, 98104 DAWN MILES 201S]A[K58N[NS KS[-TR'0431' HITTCONTRACTING INC Phone: (703)846- OOO 29UOFAIRVIEW PARK DR, FALLS CHURCH, VA, Z2O42 HITTCC1863PM Expiration Date: 11/1/2020 KING COUNTY -TRANSIT 201SJACKSONST#417'SEATTLE WA, 98104 DESCRIPTION OF WORK: INSTALL NEW FRAME RACK FOR BUS. RACK WILL BE BOLTED TO EXISTING CONCRETE IN EXISTING GARAGE BAY. SUPPLY LINES FOR AIR AND ELECTRICAL POWER, WILL NOT BE HARDWIRED IN. APPROXIMATE SQ FT OF RACK 1,005, Project Valuation: $350,00000 Type ofFire Protection: Sprinklers: Fire Alarm: Type ofConstruction: VD Electrical Service Provided by: TUKWILA Fees Collected: $6,52078 Occupancy per IBC: U Water District: 125 SewerDbtrict: VAi1EYV|EVYJUKvV|LA Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[2964613: WA State Energy Code: 017 20172017 2015 Public Works Activities: [honne|izadnn/Sthpin&: Curb[ut/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hav|ing/OvendzeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: O Number: O No Permit Center Authorized Signature: Date: -� � �� (` 4/ / I hearby certify that I have read and examined this permit and know the same to be true and �orrect. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction or the per/If "a ce of work. |amauthohsi gn ta a7 development permit and agree to the conclit on c hecV to this permit. -V" � 7 Signature: Print Name; Date: '3/ / / 4�5 / This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, orif the work is suspended nrabandoned for aperiod ofl8Odays from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall beinstalled inaccordance withtheappnovedconsnuctiondocuments,andanychangpsmad» during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: Al I permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ aspecial inspection agency and notify the Building Official oftheappnintnnentpriorto the first building inspection. The special inspector shall furnish inspection reports to tJhe Building Official in atimely manner, 5: Afinal report documenting required special inspections and correction ofany discrepancies noted inthe inspections shall hesubmitted tothe Building Official, The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington Stale Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. D: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, weUs, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (Z06'431'367U). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. lI: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapennbfor,oran approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila, Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ufthe City ofTukwila shall not bevalid. The issuance ofvpermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: All mechanical work shall beinspected and approved under aseparate permit issued bythe City ofTukwila Permit Center (ZU6/43l'367O). 13: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2O6)438-9]5O 1700 DU|LD|NGF|N4L~^ 4045 S|-EPDXY/EXPCON[ 4094 S|'K4ETALPLATE [0NN 4004 5|'VVELO|NG CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE ()CATION Site Address: 121000 Tenant Name: tia net( 1/i1 S utety Me/fro PROPERTY OWNER Name: Ki A 0 1- efro Trail f Address:20i s't s, k04 A kis k.6-6.71._ OLig 1 City: S‘eccgip, State: Wiel Zip: 7voq CONTACT PERSON — person receiving all project communication Name: ct.ta€ fl flotro k-5 Address:20/ s. sack.,s,04 S . riS:K5c-R-Oq31 City: SeAt State:, Witi Zip: IRO Phone:2.0(p_2(23,1y37 Fax: 20(,.. 6 pog 03 Email: cia_uoti, vvi-i 6se, Ic el cco tArtiv , ojo v GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: 4 King Co Assessor's Tax No.: 1 3td-m619- 2 / Suite Number: /401 Floor: New Tenant: LI Yes 0..No ARCHITECT OF RECORD Company Name:siz4 j it, ititna v.roizzarct. Architect Name:(4 es Address:7.09i Wesiern Avg, St,t7fe, -2.07) City: G. Sf(4 State: Am Zip:5,6 (.z. I Phone:zap. 5173-117 Fax: E-nra+ Atithe.: 1"-A.OLA.)..5 4a:007S. CO ao, ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDERJBOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:KAR L.I1.)€) il(' i-t--ro Address: City: State: Zip: HAApplicationsTorms-Applications On Line \ 20 I I ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERM1T INFO ATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 700 $35 t Existing Building Valuation: $ Describe the scope of work (please provide detailed information): -1.1s41( eew 19i47e rad< -gr 4reS.gac,k: 6ala to 601te4A -(1) e-X-/577,7 co4cre-fe exi:11-14) 5ouco-5(1 6A7. sc,,eeti tjbleS Ar et(' r airld ele-cfritr c.c.( Aprox 5, 41- oc okc../c 1, 005: Will there be new rack storage? Yes L1.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lFloor 2"d Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq fl): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? E Yes fl No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: El Sprinklers 0 Automatic Fire Alarm 0 None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM Lil On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications\ForrsApplications On Line \20I 1 ApplicationsTernat Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District LI ...Tukwila 0 ...Water District #125 0 ...Water Availability Provided Sewer District LI ...Tukwila O ...Sewer Use Certificate D Highline 0...Valley View Lil.. Renton ...Sewer.Availability Provided .. • Renton .. ▪ Seattle Septic System: I] On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which annlv): El ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond LJ.. Insurance El Easement(s) Proposed Activities (mark boxes that apply): r] ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ...Total Cut N 0 ...Total Fill 21 D ...Sanitary Side Sewer O ...Cap or Remove Utilities 0 ...Frontage Improvements LI ...Traffic Control ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. 0 ...Water Only Meter Size 0 ...Sewer Main Extension Public 0 0 ...Water Main Extension Public 0 0. E L. I I Geotechnical Report .. Maintenance Agreement(s) 11 ...Traffic Impact Analysis El ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use — Potential Disturbance Li .. Work in Flood Zone .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line .. Grease Interceptor • Channelization Trench Excavation .. • Utility Undergrounding WO # WO # WO # 0 ...Deduct Water Meter Size Private 0 Private fl FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Ilydrant(s) ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter RefundVBilling: Name: Mailing Address: Day Telephone: City State Zip HAApplicationaorms-Applications On Line \ 2011 Applications\Permit Application Revised 8 9 11.docx Revised: August 2011 bh Page 3 of 4 go. PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE AUTHORIZED AGENT: Signature: Date: 3/7/ Print Name: /14.S- id Day Telephone: 2062 --/41-37 Mailing Address: ZO/ S. c,kfoo tif: - OiIx, 17 WOO d W/1 c?5 10 et- -385-‘ Stale Zp HAApplicationsTonns-Applicatioas 0.n Line \2011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY PAID $4,037.39 D19-0083 Address: 12100 E MARGINAL WAY S COMPLEX Apn: 7340600421 $4,037.39 Credit Card Fee $117.59 Credit Card Fee R000.369.908.00,00 0.00 $117.59 DEVELOPMENT $3,734.33 PERMIT FEE R000.322.100.00.00 0.00 $3,709.33 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $25.00 TECHNOLOGY FEE $185.47 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17196 R000.322.900.04.00 0.00 $185.47 $4,037.39 Date Paid: Tuesday, March 19, 2019 Paid By: DAWN MILES Pay Method: CREDIT CARD 025619 Printed: Tuesday, March 19, 2019 10:35 AM 1 of 1 SYSTEMS 0 CO CITY OF TUxWIu\ 0017340000802374464500 Date: 05/19/2019 10:34:37 AM CREDIT CARD SALE VISA CARD NUMBER: **°******5705 x TR4m AMOUNT: $4'037.39 APPROVAL [D: 025619 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGmATURB I AGREE TO pxv THE ABOVE TOTAL 4nVVNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $2,483,39 D19-0083 Address: 12100 E MARGINAL WAY S COMPLEX Apn: 7340600421 $2,483.39 Credit Card Fee $72.33 Credit Card Fee R000.369.908.00.00 0.00 $72.33 DEVELOPMENT $2,411.06 PLAN CHECK FEE R000.345.830.00.00 0.00 TOTAL FEES PAID BY RECEIPT: R17115 $2,411.06 $2,483.39 Date Paid: Friday, March 08, 2019 Paid By: DAWN MILES Pay Method: CREDIT CARD 025151 Printed: Friday, March 08, 2019 11:49 AM 1 of 1 CO TVKWILA ETRAKIT 0200 SOUTH[ENTER BLVD TVnWILA' WA 98188 206'433'1870 CITY OF TUKWILA 0017340080802374464500 Date: 03/08/2019 I1:49:28 AM CREDIT CARD SALE VISA CARD NUMBER: ******+***5705 o TRAN AMOUNT: $2'48].]9 APPROVAL O}: 025I61 RECORD #: 000 [Lsnx ID: jazzel x {CARDHOLDER'S, SIGNATUREJ I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETKAKIT 0208 SOUTH[ENTER BLVD TVKWILA' WA 98188 206'433'1870 CITY OF TUxWILu Date: 03/88/20I9 I1:49:28 AM CREDIT CARD SALE VISA CARD NUMBER: *^+*******5705 K TRAN AMOUNT: $2'483.39 APPROVAL [D: 826151 RECORD #: 800 CLERK ID: jazzel Thank you! Customer Copy FILE Supplemental Structural Calculations for the KCM — CSC Rack Frame Tukwila, Washington MLA Project No. 2017.111.4 Prepared for Studio Meng Strazzara 2001 Western Ave, Suite 200 Seattle, WA 98121 January 20, 2021 MLA Engineering, LLC 1424 Fourth Ave, Suite 415 Seattle, Washington 98101 206.264.2727 206.264.4835 Fax D REVIEWED FOR CODE CO;yiPLIANCE iOV13 FEB 11 2021 City of Tukwila UILDJNG DIVISION REVISION NO. 1 RECEIVED CITY OF TUKWILA JAN 2 / 2021 PERMIT CENTER MLA Engineering, LLC (206) 264-2727 JOB SHEET NO. lOF CALCULATED BY PAL' DATE t""1 2407.4 CHECKED BY DATE SCALE D PRODUCT 207 MLA Engineering, LLC (206) 264.2727 JOB SHEET NO. OF CALCULATED BY ! L. DATE U z02 CHECKED BY DATE SCALE D4 -fit GI s Fr&s&er Rack- beet-0 - b tkh-eat -firta9,4* t 4 L4 4erL b+ et eke, o KlN-0 k b t&I) -h`re -e.0. Also, a ke.ve- a . ? l -S b r1 . ? I C44-•- o•reeJ. 4iJ ©wt1 � r+dvrSe% a •S I • °15 ccav; i c14241 - e -44n22e. ;1.0400.ets 1 LA pacci t 0- bey,`'' t � Io4 s, . z , w wk4 t ber 4,+h a tp'' wide. wF bQ , wilt hove.. O e 04 c-- prm‘. IZ:` 4 a n e 34". =4 12: )(714:‘ 3" 40e P‘.2" Gil 44-r) .1 PITe,64Z4- /4\ = PCozirArr iv\ IS 2:1,(64) ZSbc> cee.7%1/. >1-0S Z,Soo Frame cwfrc k CALttisrx PRODUCT207 MLA Engineering, LLC (206) 264-2727 JOB SHEET NO CALCULATED BY OF DATE 16'1 • `� CHECKED BY DATE SCALE 32." 4, Tf ? csr€EL Pt Nre FRe RPIG. MNFfL "ft •xt5 . "sob <me.", p4 e 'to c iI4S'1 6R4WL ftLL CPA. vRkAERN< flAt4, S14KiWK. T; VL F.lcME oM 5a.00 & 3 D PRODUCT 207 CHAPTER 4 — DESIGN OF SLABS FOR RACK STORAGE POST LOADS Commentary: The WRI chart results are sensitive to numerical assumptions. They must be used cautiously. However, if the post loading appears to control a thickness selection where the k value is high or low and where a computer solution is not available, then this procedure should give acceptable results. Designing or a patterned post loading by using a two -wheel axle loading as the replacement for the post pattern leaves out the effects of the other posts. Only the one post and its nearest equally -loaded post are included. If other posts are more distant, this is reasonable; however, the process must still be considered as approximate. The authors believe the results are reasonable, although not exact. 4-qrs thicknesses and consider rounding it up to the next acceptable thicker number. For the original example in Section 4.3, and using the PCA charts, the following results: • Assume the field k to be 150 pci. • For k = 100 pci, the thickness required is 10.7 inches. • For k = 200 pci, the thickness required is 9.4 inches. • The average thickness is then 10.05 inches. • A thickness of 10 inches is recommended. In all slab design problems, when a variable such as k, WS, X, etc. falls between plotted curves, interpolation or averaging can be used with confidence. Linear (straight-line) interpolation is almost always acceptable. When k is less than lowest k value or higher than the highest k in the charts: Extrapolation can be risky and is not recommended. Only two options remain. One option is to use a computer program such as MATS, or possibly AIRPORT. (References 9 and 18). These computer programs are briefly discussed in Section 10.8. The other option is to use the vehicle axle charts from WRI references. PCA charts cannot be used since they have the same limitations on k as the post -loading charts. This process then adapts a dual - post loading to be analyzed as a two -wheel axle loading. Both are done as concentrated loadings with contact areas and both are static loadings. Therefore, the latter can closely approximate the solution needed for the former. The example to demonstrate this uses original values in Section 4.3, but this time for a field k of 300 pci. Figures 30 and 31 show the work. • Assume actual or field k = 300 pci • Post load P = 16 kips • Contact area(foi one post) = 20 square inches • Spacing of loads = 48 inches. The closer of the two post spacings is the correct choice to serve as load spacing. Since WRI charts are used (because of the wider range of k values), the slab thickness must be assumed in order to start the solution. If it is assumed too high, the design moment will be too conservative (too high). If it is assumed too low, the design moment will be unconservative (too low). Therefore, it is logical to repeat the process of assuming a thickness and then calculating the required thickness until reasonable agreement is achieved. Although there is no established recommended difference between the first and last thickness of a specific cycle, the authors suggest that the thicknesses differ by no more than 15 percent. • Assume a thickness of 10 inches. • Using a compressive strength of 3000 psi and the AC1 equation of E, = wc" x 33 ,1 fcgives E, = 3320 ksi. • From Figure 30, D/k = 9.7 • Determine the equivalent diameter of the 20-square-inch loaded area as 5.05 inches. For rectangular base plates, the WRI charts require use of the diameter of a circle of the same area. , • From both parts of Figure 31, the applied moment under one post is 300 + 25 = 325 foot-pounds per kip of post load. • The applied moment is then Mapp = 325 x 16 = 5200 foot-pounds per foot of slab width • The required slab thickness can then be determined from a WRI chart, or, as is illustrated here, by calculation: Allowable stress = MOR/SF = 493/1.7 = 290 psi Section Modulus required = (5200)(12)/290 = 215 in! From the actual section modulus of 12(t')/6. the required thickness is 10.4 inches. • A thickness of 10 1/2 inches would be recommended. • When this example is solved by other procedures, the required thickness is 9,8 inches using the AIRPORT program and 10.0 inches using the MATS program. SECTION 4.4 — USING PCA CHARTS WHEN ACTUAL K DOES NOT EQUAL CHART K: AUTHORS' CHOICE 47 Concrete Modulus x 106 psi 5 4 3 1 4 3 :44 9 7 4 Ec 3320 ksi Figure 30 Use of WRI chart to dete7.0 -e.e.ext 2.0 r Effe ve Subgrade / Modulus k, pci 1000 750 / 3011 / 400 / 420 400 380 36(1 340 320 300 in. -lb. finik 300 280 2611 240 go 220 200 4 194 180 0 .05 itr. Equivalent Loaded Diameter, in. Figure 31 Use of WRI chart to determine equivalent unit moment per kip of post load. IALT -717 7 c 4 10 9.7 e ilk ratio. Dik x 105 in4 / / 20 / / / 200 70 1 100 I/O /20 Distance Between Center of Postc, in. D/k 25 F-5 ,43k•%4Its16% oY\ G" ertuAL I .4; • 1 oR Ot>o (>5 id SO' 5 ,‘ 33 4/57-10z 5r7— h4A-c-kor,03( u 4- 4 3E, IK-ibtitiA42. or7:0-s. 61/6 6)2" 1Z-in )44 , Fle.xurkrovtma Structural Calculations for the KCM — CSC Rack Frame Tukwila, Washington MLA Project No. 2017.111.4 Prepared for Studio Meng Strazzara 2001 Western Ave, Suite 200 Seattle, WA 98121 MLA Engineering, LLC 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 Fax rti FEB 11 2221 C!y of Ti_i%v,!!-.1 NEVISIM 1V01. RECEIVED CITY OF TUKWILA JAN 2 / 2021 PERMIT CENTER ooS3 MLA ENGINEERING 1424 Fourth Avenue, Suite 815 Seattle, WA 98101 206-264-2727 JOB CSC Rack Frame JOB NO. 2018.110 SHEET NO. OF CALC BY SMB DATE 05-08-2018 CHECKED BY DATE Project Description — CSC Rack Frame A new frame rack is being installed at King County Metro's Component Supply Center (CSC). MLA is designing the attachment of the rack frame to the existing floor as well as checking the existing floor for the loads from the rack frame. Design Criteria (per 2015 International Building Code) loads for the project are as follows: Dead Loads Rack Frame: 63,000 Ibs Max Bus Total Weight: 47,000 Ibs Max Bus Axle Load: 25,000 Ibs (Point Load at wheels) Seismic Loads Seismic Design for Non -Structural Components Mapped Spectral Response Acceleration, Ss — 1.509 Mapped Spectral Response Acceleration, S1 — 0.566 Component Amplification Factor, Ap — 1.0 Component Response Modification Factor, Rp — 1.5 Spectral Response Coefficient, Sos — 1.006 Spectral Response Coefficient, SDI — 0.566 Site Class — D Risk Category - II Seismic Importance Factor, Ip — 1.0 Component Seismic Force, Fp — 0.302W (Rack Frame to SOG) Component Seismic Force, Fp — 0.805W (Air Hose Reel to Roof) Existing Slab Check Original Building Design Documents II. VERTICAL LOAD (LIVE LOAD, SUPERIMPOSED, SOIL) 1• SUMMARY OF SPECIFIC LOADING CONDITIONS. OCATION OADING REQUIREMENT' "GROUND H-20 HIGH' 'FFLOOR % WAY OR 175 P.S.F. MEZZ. Too P.S.F. OR ASSEMBLY 2ND 200 P.S.F. FLOOR STORAGE ROOF 25 P.S.F. OW MECH.L 15 P.S.F. SUSPENDED FROM ROOF MECH'L ACTUAL ELEC. WEIGHT EQUIP- ACTUAL MENT WEIGHT + REACTION OR LOAD Original Design Loads CRANES. LOAD + 25% IMPACT SOIL PILES - 70 TONS DESS5N ROCK - 20 K.S.F. CAST -IN -PLACE AND PRECAST CONCRETE SHALL CONFORM TO THE SPECIFICATIONS AND SHALL MEET THE FOLLOWING REQUIREMENTS: CLASS MIN. STRENGTH MIN.NO, SACKS CEMENT PER C.Y. TYPE - AGGREGATE SIZE ADMIXTURE REQUIRED LOCATION • A 3.250 6 STONE - 3/4" YES WALLS 6 SLABS, BEAMS, TOPPING B 3.250 ` 5•I/2 STONE - FOUNDATIONS 1-I/2" 5.000 7 STONE - - YES PRECAST PANEL 3/4" ALL CONCRETE SHALL BE VIBRATED AND THOROUGHLY COMPACTED INTO PLACE WITHOUT SEGREGATION IN ACCORDANCE WITH ACI 31E-71. CEMENT SHALL CONFORM TO ASTM C-I50, TYPE I1, AGGREGATE SHALL CONFORM TO ASTM C-33 AND AS SPECIFIED, ALL CONSTRUCTION JOINTS AND KEYWAYS SHALL BE SANDBLASTED AND THOROUGHLY CLEANED BEFORE PROCEEDING WITH THE NEXT POUR. MECHANICALLY SECURE ALL ANCHOR BOLTS, REGLETS, DOWELS AND MISCELLANEOUS ITEMS IN THE FORMS BEFORE PLACING CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REIN- FORCING STEEL HAVE BEEN INSPECTED AND APPROVED BY THE ENGINEER. III, CONCRETE REINFORCING STEEL 1• 'ALL REINFORCING BARS SHALL TO ASTM A-615, GRADE 60. DEFORMED BARS CONFORMING, ALL REINFORCING STEEL TO BE FABRICATED, DETAILED AND PLACED IN ACCORDANCE WITH THE MANUAL OF STANDARD PRAC- TICE FOR DETAILING REINFORCED CONCRETE STRUCTURES - AC1-315. 1974 EDITION. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-I85. CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS: 1 FOUNDATIONS - FORMED FOUNDATIONS - POURED AGAINST GROUND EXTERIOR WALLS - INTERIOR FACE EXTERIOR WALLS - EXTERIOR FACE SUPPORTED SLABS - TOP AND BOTTOM •WALLS. SLABS - INTERIOR AT WASH BLDG, 2" v. 1-1/2" m.. I-1/2" REINFORCING BARS NOTED OR SHOWN CONTINUOUS SHALL RUN IN AS LONG LENGTHS AS PRACTICAL. SPLICES SHALL HAVE A MINIMUM LAP OF 60 DIAMETERS. SPLICE POINTS SHALL BE NELL STAGGERED, SPLICE TOP BARS IN SLABS AT CEN- TERLINE OF SPAN AND BOTTOM BARS IN SLABS AT SUPPORTS ONLY. REVERSE SPLICE POINTS FOR CONTINUOUS FOOTINGS. PROVIDE DOWELS WITH MINIMUM LAP OF 60 DIAMETERS FOR ALL WALLS AND COLUMNS STARTING ON FOOTINGS, BEAMS AND/ OR SLABS. DOWELS SHALL BE OF THE SAME SIZE AND SPAC- ING AS MAIN NALL AND COLUMN REINFORCEMENT. 7. THREE TEST CYLINDERS SHALL BE TAKEN FOR EACH DAY S POUR AND FOR EACH 100 CUBIC YARDS OF EACH CLASS OF CONCRETE. COLLECTION AND TESTING OF THE CYLINDERS SHALL BE DONE BY AN APPROVED TESTING LABORATORY,PER SPECS. /2=o° 20:0' — 20=0' 2oto" 2010" a NOTES: /. REFER 711 AeCN/TECRIRAL DeAW/MkSS FOR QOOAZ 4 WAVDaly OPE+✓/AtfaS Nor S/oWN THE STRUCTURAL. £ e4W/N65 . REFER 7b AQc w/TECTUeAL , MECkAN/G1L , ELECTR/CAL AND Ewa:WAIT L 4w/N6S APR ALL FUNCTIONAL ,r&sis . • 3. PI W, E 6" G2USNEO ROCA: £ASE AND VAPOR 13.4Qie/ER UNDER ALL G¢ouN© FZOOR SLABS. 4. CowrACT METRO TCCHM/CAL sER✓/CES P/V/S/ON , AS BUILT S2 — 59, EX/ST/iv* "OuNDAT/ON CONSTRUCT/OA/ DEL. M.SO V$EE PtAN ( adn/s'E.W. siTYRj Slab reinforcing per original design 5'0 documents H 20-44 8,000 LBS. H 15-44 6.000 LBS. 32,000 LBO 24,000 Lf3S. 14'-0" = TOTAL WEIGHT OF ' TRUCK AND LOAD CLEARANCE AND OAD LANE WIDTH CURB FIGUR4 377.6A 'Atandsrd H Trucks Wheel area = 20"x10' per AASHTO 18 000 lbs. for Moment' Concentrated Load - ' 26,000 lbs. for Shear Uniform Load 640 Ibs per linear foot of load lane H20 - 44 LOADING HS20 - 44 LOADING AASHTO H-20 DESIGN LOAD: H-20, Maximum point load = 16Kips H-20, Lane Load = 640 Ibs/ft (Distributed over 10ft lane = 64 Ibs/ft) Rack Frame Drawings: 4' 2'-6' 4' 0 0 0 0 IP • END ANCHOR PLATE DETAIL A SCALE 1 : 8 ANCHOR PLATE LAYOUT SCALE 1 I B SIDE ANCHOR PLATE DETAIL SCALE 1 8 Rack Frame weight = Approximately 63,000 lbs Distribute to 22 base plates: 63kips/22 = 2.863 kips per base plate SOUND TRANSIT FLEET SPECIFICATIONS MOTOR BUS FLEET NUMBERS QUANTITY (ORIGINAL) YEAR BUILT MAKE MODEL FUEL SEATING CAPACITY 9537 - 9552 16 2004 New Flyer D6OLF Diesel 58 9584-9586 3 2011 New Flyer D6OLFR Diesel 56 9600-9621 22 2004 New Flyer D6OLF Diesel / Hybrid 58 Length over bumpers Width over body Height Wheel base 60' 8.4" 102" 122" F: 228.22, R: 302.77" 616" 132 in. (with mirrors) 132 in F: 228.22" R: 302.77" 60' 8.4" 133" 132 in F: 228.22 R: 302.77 Overhang -front 84.13" 83.98" 84.13" - rear 112.87" 119.8" 112.87" Road clearance - min. 5" 5.42" 5" Approach angle 9° 9.0° 9,0° Departure angle 9.1° 8.76° 9.1° Turning radius - body comer 42' 6" 38' 5.6" 42' 6" Weight - empty — total (ib.) 43,884 44,940 46,620 - first axle 9,923 9,640 9,820 - second 12,101 12.000 12,590 -third 21,860 , , 24,980 24,210 - with 130% load 55,434 164,230 58,170 Door clear opening - front 31.75" 31.3" 31.75" - rear 40.75" 38.1" 40.75" Door height - front 77" 75,2" 77" - rear 76.5" 75.3" 76.5" Door type - front Slide -glide Slide glide Slide -glide - rear Slide -glide Slide glide Slide -glide Door center location - front bumper to front door 39.5" 36.8" 39.5" - front door to second door 479" 486.8" 479" - rear door to rear bumper 208" 211.4" 208" Sensitive edge on rear door Yes Yes Yes Metro Bus: Max axle weight = 25Kips --> 12.5Kips per wheel Check existing slab: Design H-20 max point load = 16Kips Max bus point load + Rack Frame weight = 12.5K+2.863Kips = 15.36kips 15.36kips <16 kips Original Slab Okay. Check existing slab for tipping load in EQ: Typical Design AASHTO Load combo is STRENGTH I: 1 25DL +1.75LL (H20 is a Live Load) Earthquake Design AASHTO Load combo is Extreme Event I: 1.25DL +1.OLL + 1.0 EQ STRENGTH I vs Extreme Evpnt • Rack DL k 'Bus Rack DL ,, Bus v. 1.25(2.86kips)+1.75(12.5kips) > 1.25(2.86kip)+1.0(12.5kips)+1.0 (3.0 kips) Note STRENGTH 1 controls over Earthquake. Bus tipping in EQ Seismic Anchorage of Rack Frame Base Plate Design Maps Summary Report patUSGS Design Maps Summary Report User -Specified Input 4 Report Title KCM Component Supply Center - South Base Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.49373°N, 122.28587°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III OR AVAIL LJBIIAR 845E Vash on, t, Burien , ef,)ENCi rt.!: O/C. SEATTLE TA MA 'PT. AKPORT Des Moines, USGS-Provided Output Ss = 1.509 g Si = 0.566 g SMS = 1.509 g S„ = 0.849 g 90, ssaquah Nenton Maple Valley • Sr* = 1.006 g S1» = 0.566 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 1.76 1 60 1.10 1.44 0.99 132 1.12 O.T2 170 0.96 ra 0.66 r40 053 2/1 020 rn 064 0-14 04131 033 03 2 0.22 0.16 0.11 0.00 0 AO 0.31 040 030 0133 1 00 1 .31 1 40 1 60 1 SO 2 00 0))) 0.37 040 060 0190 101 1.3) 140 1 AO 120 2 or, Period. T keel Period. T torci Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. https://prod02-earthquake.cr.usgs.govidesignmaps/us/summary.phOtemplate=minimal&latitude=47.4937307740242648dongituder-122.28587283614... 1/1 ASCE 7-10 13.3 MLA Engineering, pllc. Project: KCM - CSC Rack Frame Number: 2017.111.4 Location: Date: 5/5/2018 Calculate the seismic design loads for nonstructural components (Based on chapter 13 from ASCE 7-10 Chapter 13) component operating weight component amplication factor component response modification factor importance factor height of attachment point in structure average roof height Seismic Design Force (13.3.1) Wp = 63,000 lb/ft Sds = 1.006 ap = 1.0 Rp = 1.5 Ip = 1.00 z = 0 ft h = 17 ft Use z = h? NO Fp = 16,900.8 lb (13.3-1) Fp max = 101,404.8 Ib (13.3-2) Fp min = 19,013.4 Ib (13.3-3) USE Fp 19,013.4 Ib 0.302 G 3,744.00 ASCE 7-10 Seismic for Nonstructural Components.xlsx IVIL END ANCHOR PLATE DETAIL A SCALE 1: 8 ANCHOR PLATE LAYOUT SCALE 1 : 1 2X 0 THRU 10" 5" 1'0" II1 1' 3" + 6" SIDE ANCHOR PLATE DETAIL B SCALE 1: 8 DEN FORT IS WIDE TO ENSURE THAT MS DATA IS CM. OUR PRODUCTS IRE SUBJECT TO Or GOIG DEYROF11EN1 NO ACCORDINCLY,WERESERVE TNE RIGNI IOMg ACIFICOPISAtDENS MLR PRIOR NOME. Model Number: KING COUNTY METRO ANCHOR PLATE LAYOUT rt FROPRE'TAAY MID COKIIDENDPI THE INFSAAON CUNTAEHED M 11115 DRM1NG IS THE SOLE PROPEAIYOFTHE IMHUFACTURER MY ocoor.arrvw o DAVro At I uuw [YAl1NRILL namni MLA Engineering, pllc Project CSC - Rack Frame Proj No 2017.111.4 Unit ID: Bus tipping loads on rack frame Input Weight SDS Seismic Acceleration Height Curb Height Width Length C.O.M. Total height Seismic Design LRFD (eqn 16-7) Mot 25000 Ibs 1.006 0.302 g 11.00 ft 0.00 ft 7.00 ft 59.00 ft 5.50 ft 11.00 ft - Direction X 7550 Ibs 41525 Ib-ft 0 Determine Unit Support Forces Mresist = Weight *(0.9-2SDS)* Width / 2 81145 lb-ft Tnet, LRFD = -2803 Not Net Uplift Unfactored, Ultimate Seismic Force only (not including dead load) T = C = g*Weight*C.O.M. / Width 5932 Ibs (per side) 2966 Ibs (per leg) Seismic Shear: 7550 lbs C.O.M. Width LRFD (eqn 16-7) - Direction Y 7550 lbs Mot 41525 lb-ft Height CurNeight 4, Mresist = Weight *(0.9-.2SDS)* Width / 2 515365 Ib-ft Tnet, LRFD = -8031 Not Net Uplift Unfactored, Ultimate Seismic Force only (not Including dead load) T = C = g*Weight*C.O.M. / Width 704 Ibs (per side) 352 Ibs (per leg) Seismic Shear: 7550 Ibs Note: No Net uplift on Bus. Maxium added tipping reaction = 2.993 kips Mech Unit Anchorage LRFD.xlsx MLA Engineering, pc Project CSC - Rack Frame Proj No 2017.111.4 Unit ID: Rack Frame platform Seismic Input Weight SDS Seismic Acceleration Height Curb Height Width Length C.O.M. Total height Seismic Design LRFD (eqn 16-7) Mot 110000 Ibs 1.006 0.302 g 2.40 ft 0.00 ft 3.00 ft 54.00 ft 2.40 ft 2.40 ft - Direction X 33220 Ibs 79728 Ib-ft 0 Determine Unit Support Forces Mresist = Weight *(0.9-.2SDS)* Width / 2 115302 Ib-ft Tnet, LRFD = -11858 Not Net Uplift Unfactored, Ultimate Seismic Force only (not Including dead load) T = C = g*Weight*C.O.M. / Width 26576 Ibs (per side) 13288 Ibs (per leg) Seismic Shear: 33220 Ibs F 4— C.O.M. 1 Width t Height CurIYHeight 4, LRFD (eqn 16-7) - Direction Y F 33220 Ibs Mot = 79728 lb-ft Mresist = Weight *(0.9-.2SDS) * Width / 2 2075436 lb-ft Tnet, LRFD = -36958 Not Net Uplift Unfactored, Ultimate Seismic Force only (not Including dead load) T = C g*Weight*C.O.M. / Width 1476 Ibs (per side) 738 Ibs (per leg) Seismic Shear: 33220 Ibs Note: No Net uplift on base plates. Shear to each base plate = 33220/22 = 1.51 kip/ base plate Use Omega = Design for 4.53kips Mech Unit Anchorage LRFD.xlsx www.hilti.us Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Specifier's comments: 1 Input data Anchor type and diameter: HIT -RE 500 V3 + HAS-R 316 SS 7/8 Effective embedment depth: hetop = 3.500 in. (hetiimit = 4.000 in.) Material: ASTM F 593 Evaluation Service Report: ESR-3814 Issued I Valid: 1/1/201711/1/2019 Proof: Design method AC1318-14 / Chem Stand-off installation: et, = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: I x I, x t = 8.000 in. x 10.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 3000, fc' = 3000 psi; h = 6.000 in., Temp. short/long: 32/32 °F Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) • , 411AT.1 1041111...V.I Geometry [in.] & Loading [lb, in.lb] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL,9494 Schaan Hite is a registered Trademark of Hilti AG, Schaan VAVW hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.7.5 2 8/20/2018 2 Proof I Utilization (Governing Cases) Loading Tension Shear Loading Proof Concrete edge failure in direction y+ Combined tension and shear loads 3 Warnings • Please consider all details and hints/wamings given in the detailed report! Design values [lb] Utilization Load Capacity pp,' pv EN Status 4530 4638 - / 98 OK Utilization PN,V Status Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all inforrnation and data contained in the Software concem solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 HIM AG, FL-9494 Schaan Hilti Is a registered Trademark of Hilti AG, Schaan Seismic Bracing of Air Hose Reel ASCE 7-10 13.3 - Hose Reel MLA Engineering, pllc. Project: KCM - Hose Reel Number: 2017.111.4 Location: Date: 5/5/2018 Calculate the seismic design loads for nonstructural components (Based on chapter 13 from ASCE 7-10 Chapter 13) component operating weight Wp = 250 Ib/ft Sds = 1.006 component amplication factor ap = 1.0 component response modification factor Rp = 1.5 importance factor Ip = 1.00 height of attachment point in structure Z = 20 ft average roof height h = 20 ft Use z = h? YES (conservative) Seismic Design Force (13.3.1) Max Connection load: 337 Ibs + 250Ibs/4post = 400 Ibs Max Connection load: 337 Ibs + 250Ibs/4post = 400 Ibs 169 Ibs Fp = 201.2 lb (13.3-1) Fp max = 402.4 Ib (13.3-2) Fp min = 75.5 Ib (13.3-3) USE Fp 201.2 Ib 0.805 G 101 Ibs > Per side l< 3' >1 3,744.00 337 Ibs i<— 1 .5" --i 33,\ lbs __V ASCE 7-10 Seismic for Nonstructural Components.xlsx _ ,319,.., . 3...1 4D , ad / 92 A' 33 r, 45 333 ' 115 370 137 ' 152 54 (16) 0.0565 • - 50 65 333 167 467 163 562 219 68 (14) 0 0713 - 33 45 n/a Na7„ 467. 173 .,550191' 50 65 A a n-a 467 249 661 276 33 97 (12) 45 n/a nt...4 467 246 667 272 50 65 rka rva 467 356 667 .733 118(10) 33 45 No • .919. Na nia 667 Project Name: Stud for Air Hose Reel Model: Beam/Stud -1 Code: 2012 NASPEC [AISI S100-2012] 5.00 Page 1 of 1 Simpson Strong -Tie® CFS Designer 1.5.0.0 Reactions and Connections Number of Connectors Required at each Reaction: 1 No. of No. of Simpson Req'd Req'd # Strong -Tie screws to 12-14 Support Reaction (Ib) Connector stud Anchors R1 0.00 No Solutions R2 0.00 No Solutions Total Vertical Shear Carried by Connectors (Ib): 66.66 Bridging Connectors - Design Method = AISI S100 Simpson Strong -Tie Span/CantiLever Bridging Connector Stress Ratio Span N/A Shear and Web Crippling Checks Bending and Shear (Unstiffened): N/A Bending and Shear (Stiffened): NA Web Stiffeners Required?: No 20 gage x 2.5 track member okay. 4" stud will work too. Section : 250T100-33 Single Track Maxo = 161.2 Ft -Lb Moment of Intertia, I = 0.15 inA4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (In) Ratio Span 0.0 0.000 0.0 60.0 74.0 0.000 0.000 UO Combined Bending and Axial Load Details Span Span Axial Ld (Ib) 400,0(c) Bracing(in) KyLy KtLt 60.0 60.0 ALLOWABLE SCREW DESIGN VALUES (LBS) Detstga, F 48-18 H 41 -I r1 ',4.^.51 », Die.. 0.16' D/.,.O.19 t‘ Sher. Tens.. Shaw Tem.., . . . 45 162 71 177 84 . ,PJ zil r.1 4 -14 HWH 5,, Dia.: 0.2 Fy = 33.0 ksi Va = 1023.6 Ib Max K-phi Lm Bracing Allow Intr. KIJr (lb-in/in) (in) load(lb) PIPa Value 195 0.0 60.0 482.2(c) 0.83 0.83 1/4%14 HWH Screws Dia.= 0.24' Sheer f/StOkl 93 199 106 50 65 174 667 4.e0 .18 416 173 600 250 588 ' 218 849 315 867 311 , 867 450 867 380 867 549 Screw Wee NAN, 1 Al viers we cdcalat ad per the AISI NASPEC, 2012. 2 Velues are bawd on 6. '4.. TEK2 HWH screw capecrties. All screen must meet rnmenum cr7tere out fined 3 Shear strength for i8, 310. 4,12. end 114" screws must be grace. than or equal to 1000 lb', 1400 lbs, 2000 lbs end 2600 ltas respectreety. 4 Tem.,. strength for 48, al°, e12, and 1/4 screws renrst be greeter then er eqed 1545 11,1,1936 IN, 2778 ibt And 4060 lbs respectvely. 5 rk. dyrnt. fp 03 acee,.., ird• The eneernunt weed e ^meter Ger 00 end .12 screws air 16' The 'en:lemon heed diameter for 64' ,.re...,%172 6 N'owebie Neon; and pul)over for screws mmt be checked lf ,me5,1 meter., decitnerste are used Use minimum #8 screws per connection www.strongtie.com General Construction Fastening Systems 3.2.3 X-U Universal Knurled Shank Fasteners Allowable Tensile Pullover and Shear Bearing Load Capacities for Steel Framing with X-U Powder -Actuated Fastener& Fastener Description Fastener Head Dia. in. (mm) Sheet Steel Thickness 14 ga. 16 ga. 18 ga. zu . 22 ga. 24 ga. 2 /26 ga Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear lb (kN) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) 0.157" shank with or w/o plastic washers or MX collation X-U 0.322 (8.2) 825 (3.67) 1,085 (4.83) 685 (3.05) 720 (3.20) 490 (2.18) 525 (2.34) 360 (1.60) 445 (1.98) 300 (1.33) 330 (1.47) 205 (0.91) 255 (1.13) 120 (0.53) 145 (0.64) 1 Allowable load values are based on a safety factor of 3.0 in accordance with the AISI Si 2 Allowable pullover capacities of sheet steel should be compared to allowable fastener t controlling resistance load. 3 Allowable shear load bearing capacities of sheet steel should be compared to allowable fast controlling resistance load. 4 Data is based on the following minimum sheet steel properties, Fy= 33 ksi, F.= 45 ksi (ASTM Allowable Loads in Minimum ASTM A36 (F, 36 ksi; Ft 58 ksi) Stee11,2.4 oad capacities in concrete, steel, or masonry to determine shear capacities in concrete, steel or masonry to determine 653 material). Fastener Shank Dia. in. (mm) Steel Thicklcness n. 3/16 1/4 3/8 1/2 Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Sher Ib (k ) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) X-U 0.1 (4.0) 535 (2.38) 720 (3.20) 775 (3.45) 720 (3.20) 935 (4.16) 720 .20) 900 (4.00) 720 (3.20) 350 (1.56) 375 (1.67) 1 The tabulated allowable load values are for the low -velocity fasteners only, using a safety factor that ICC-ES AC70. Wood or steel members connected to the substrate must be investigated in accorda 2 Low -velocity fasteners shall be driven to where the point of the fastener penetrates the steel base 3 Tabulated allowable toad values provided for a 3/4" steal are based upon minimum point penetrati point penetration of at least 3/8" is obtained, the tabulated tension value should be reduced by 20 8 percent. 4 Multiple fasteners are recommended for any attachment. greater than or equal to 5.0, calculated in accordance with e with accepted design criteria. erial, except as noted. /2". If 1/2" point penetration is not achieved, but a ent and the tabulated shear load should be reduced by Use minimum (4) X U fasteners SOUND TRANSIT FLEET SPECIFICATIONS HYBRID BUS FLEET NUMBERS QUANTITY (ORIGINAL) YEAR BUILT MAKE MODEL FUEL SEATING CAPACITY 9622-9623 2 2008 New Flyer DE6OLF Diesel / Hybrid 9624-9636 13 2010 New Flyer DE6OLF Diesel / Hybrid 56 9637-9647 11 2010 New Flyer DE6OLFR Diesel / Hybrid 56 56 Length over bumpers Width over body Height Wheel base Overhang - front - rear Road clearance - min. Approach angle Departure angle Tuming radius - body corner 61 ft. 6 in. 132 in. (with mirrors) 132 in 228.22 in. front/302,77 in. rear 83.98" 119.8" 5.42 in 9.0° 8.76° 38 ft 5.6 in 61 ft. 6 in. 132 in. (with mirrors) 132 in 228.22 in, front/302.77 in. rear 83.98" .119.8" 5.42 in 9.0° 8.76° 38 ft 5.6 in 61 ft. 6 in, 132 in. (with mirrors) 132 in 228.22 in. front / 302.77 In. rear 83.98" 119.8" 5.42 in 9.0° 8.76° 38 ft 5,6 in Weight - empty - total (Ib.) - first axle - second 46,980 10,000 12,000 46,980 10,000 12,000 46,980 1210,000,000 -third 24,980 24,980 24,980 - with 130% load 64,230 64,230 64,230 Door clear opening - front - rear Door height - front - rear Door type - front - rear Door center location - front bumper to front door - front door to second door - rear door to rear bumper Sensitive edge on rear door 31.3" 38.1" 75.2" 75.3" Slide glide Slide glide 36.8" 486.8" 211.4" Yes 31.3" 38.1" 75.2" 75.3" Slide glide Slide glide 36.8" 486.8" 211.4" Yes 31.3" 38.1" 75.2" 75.3" Slide glide Slide glide 36.8" 468.8" 211.4" Yes Steps - front - ground to first: - Kneeled - Not kneeled Wheelchair ramp angle: - Kneeled - Not kneeled Steps - rear - ground to first: - Kneeled - Not kneeled 12.5" 16" 14° 18° 17.5" 17.5" 12.5" 16" 14° 18° 17.5" 17.5" 12.5" 16" 14° 18° 17.5" 17.5" Aisle width Max. headroom - front door - rear door Min. headroom Interior lights Windows Destination signs - front - curbside - streetside - rear Dash sign holders P.A. system Roof hatch HVAC 24" 94" 92" 76.5" Luggage Loft Fluorescent Tip -in transom Luminator Horizon LED Luminator Horizon LED Luminator Horizon LED Front, Side Yes Three ThermoKing AC 24" 94" 92" 76.5" Luggage Loft Fluorescent Tip -in transom Luminator Horizon LED Luminator Horizon LED Luminator Horizon LED Front, Side Yes Three ThermoKing AC 24" 94" 92" 76.5" Luggage Loft LED Tip -in transom, Flush Luminator Horizon LED Luminator Horizon LED Luminator Horizon LED Front, Side Yes Three ThermoKing AC Accessibility features Wheelchair lift or ramp Wheelchair tie downs Ramp 2 4-pt tie -down positions Ramp 2 4-pt tie -down positions Ramp 2 4-pt tie -down positions Bumpers - front - rear Tires - size - track - first axle - second - third Sanders Romeo Rim Help 'S' black 3 piece Same as front with anti -ride feature 305/70R22.5 ei 9i WIR No Romeo Rim Help 'S' black 3 piece Same as front with anti -ride feature 305/70R22.5 GA 91 MI No Romeo Rim Help 'S' black 3 piece Same as front with anti -ride feature 305/70R22.5 84.13" 74.33" 74.55" No Engine - make - model - type - horsepower - torque (Ibs. ft.) Hybrid Drive Unit - make - model Energy storage Differential gear ratio Electrical system - low voltage Fuel tank capacity Power steering Auxiliary braking Cummins ISL- 330 Inline Diesel Electronic 300 @ 2200 rpm 900 @ 1200 rpm Allison EP 50 Nickel Metal Hydride 5.44:1 24v neg. ground 2 tanks = 145 gal., 125 usable Yes Regenerative and exhaust brake Cummins ISL- 330 Inline Diesel Electronic 300 @ 2200 rpm 900 a 1200 rpm Allison EP 50 Nickel Metal Hydride 5.44:1 24v neg. ground 2 tanks = 145 gal., 125 usable Yes Regenerative and exhaust brake Cummins ISL-10 Inline Diesel Electronic 280 @ 2200 rpm 1800 @ 1200 rpm Allison EP 50 Nickel Metal Hydride 5.44:1 24v neg. ground 2 tanks = 145 gal., 125 usable Yes Regenerative and exhaust brake = Info not provided --> contact Sound Transit. Page 13 of 15 1/12/2017 King CoMetro —VVD#12 CSC Frame Rack MLA Engineering SECTION 036000 GROUTS AND ADHESIVES PART1 GENERAL 1.01 SUMMARY A. This Section specifies non shrink grout and epoxy grout for use in applications including but not limited to grouts for leveling machine bases to equipment pads, manhole masonry units, joints between precast concrete sections, filling toe holes, grouting blockouts for gate guides and grouting under base plates Epoxy adhesives for concrete applications including, but not limited to pressure injection of cracks and doweling of anchor bolts, threaded rod anchors and reinforcing bar dowels. 1.02 QUALITY CONTROL A. Referenced Standards: This Section incorporates by reference the latest revision of the following documents. These references are opart ofthis Section onspecified and modified, |ncase ofconflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. Reference A8TMC33 ASTMC4U A8TMC8D ASTK4C117 ASTK4C13O ASUNC15U ASTMC28Q ASTK4C4y4 ASTMC881 ASTMC1017 ASTyNC11O7 ASTMD2418 CRD-C-821 1.03 SUBMITTALS Title Concrete Aggregates Test Method for Organic Impurities inFine Aggregates for Concrete Test Method for Soundness ofAggregates byUse ofSodium Sulfate or Magnesium Sulfate Test Method for Moteho|o Finer than No. 200 Sieve in Mineral Aggregates byWashing Test Method for Sieve Analysis ofFine and Course Aggregates Portland Cement Test Method for Potential Alkali -Silica Reactivity ofAggregates (Chemical Method) Standard Specification for Chemical Admixtures for Concrete Standard for Epoxy'Roe1n-8asoBonding Systems for Concrete Chemical Admixtures for Use inProducing Flowing Concrete Standard Specification for Packaged Dry, Hydraulic -Cement Grout (Nonohrink). Test Method for Sand Equivalent Value ofSoils and Fine Aggregate Standard Specification for Agencies Engaged inthe Testing and/or Inspection ofMaterials Used inConstruction Corps ofEngineers Specification for Non -shrink Grout A. Manufacturer's Data for the following: 1. Non -shrink nemenUUouogrout. 2. Epoxy grout. 3. Admixtures for cement grout. 4. Adhesive for pressure injection cf 5. Adhesive for doweling. G, Retardants. 7. Bonding compounds. REVIEWED FOR CODE COMPLIANCE I APPROVED cracks. AR 1 � �MY� vw�� ^w�w^� CRY of TukvAla BUILDING DIVISION O380OO-1 RECEIVED CITY OF TNKWILA �� ~~°", �~ �~"�PERMIT CENTER E00444E16 King CuMetro —VVO#12 CSC Frame Rack MLA Engineering 8. Certified Test Reports: Before delivery ofmaterials orgrout, submit certified reports ofthe tests specified herein. Accompany the certified reports onpreviously tested materials with the manufacturer's certified statement that the previously tested material isnfthe same type, quality, manufacture, and make asthat proposed for use inthis Contract. Certified test reports are required for the following: a. All cement grout constituents, including cement and aggregates. PART2 PRODUCTS 2.01 GENERAL A. Grout mixes and admixtures shall not contain more than 0.05 percent chloride ions. B. Water for washing aggregate, for mixing, and for curing: 1. Shall be free from oil and deleterious amounts of acids, alkalis, and organic materials 2. Shall not contain more than 1,000 mg/L of chlorides as Cl, nor more than 1,300 mg/L of sulfates ooGO4. 3. Shall not contain an amount of impurities that may cause a change of more than 25 percent in the setting time of the cement nor a reduction of more than 5 percent in the compressive strength of the grout at 14 days when compared with the result obtained with distilled water. 4, Water used for curing shall not contain an amount of impurities sufficient to discolor the grout. 2.02 GROUT A. Use grout specified onthe contract Drawings oroospecified inthe equipment recommendations. B. Non -shrink mamenUUouogrout: 1. Cementitious grout that conforms to ASTM C1 107, CRD-C-621, "Corps of Engineers Specification for Non -Shrink Gnout".and the following requirements: a. Non-metallic aggregate. b. Acceptable manufacturers: 1) Euclid Chemical Co..''EunoNS^ 2) BASF. ^MasterDuw713 Plus" 3) Five Star Grout Co.. ''Five'Star(]rout" 4) Approved equal. C. Cement grout 1. A mixture of one part Portland cement, 1 to 2 parts fine aggregate, and with sufficient water to impart workability but not such that the grout will flow. u. Cement shall be Portland cement, ASTM C150 Type 11 or Type V, and shall be low alkali cement. containing less than 0.00 percent alkalis. b. Fine aggregate shall conform toASTyW C33and tothe following requirements: 1) Non -reactive and washed before use. 2) When sources of aggregate are changed, provide test reports for the new material. Perform the tests specified prior 10commencing grout work. 3) Fine aggregate shall be hard, dense, durable particles of either sand or crushed stone regularly graded from coarse tofine. 4) When tested in accordance with ASTM C 136, gradation of fine aggregate shall be such that 100 percent by weight will pass a standard No. 8 mesh sieve and no less than 45 percent byweight will pass astandard No. 4Umesh sieve. 5) Variation from the specified gradations in individual tests of fine aggregates will be accepted if the average of 3 consecutive tests is within the specified limits and the variation iewithin the permissible variation listed below. O) Comply with ADTPW C33 as modified heroin. 036000'2 E00444E16 King CoMetro —VVO#12 CSC Frame Rack MLA Engineering U.3.STANDARD SIEVE SIZE PERMISSIBLE VARIATION, PERCENT 30orcoarser 2 50orfiner 0.5 7) Other tests shall be in accordance with the following specifications: TEST METHOD TEST REQUIREMENTS ASTK4C4D Organic Impurities Color lighter than standard ASTMC117 Passing 2UOsieve 3percent max. ASTW1C88 Soundness 1Opercentage max loss with sodium sulfate AST[W C288 Reactivity Innocuous aggregate ASTKX D2419 Sand Equivalent Minimum 80 PART EXECUTION 3.01 GENERAL A. W1ix, place and ouny in accordance with the manufacturer's instructions. B. For grouting of equipment base plates, refer to manufacturer's instructions for appropriate 3.02 EXAMINATION A. Inspect concrete surfaces to receive grout or mortar and verify that they are free of ice, frost, dirt, grease, oil, curing compounds, paints, impregnations, and all loose material or foreign matter likely to affect the bond or performance of grout or mortar. Roughen concrete surface to 1/4" amplitude. B. Verify that temperature of cemnntitiousgrout does not exceed manufacturer's recommendations. 3.03 PREPARATION A. Surface Preparation: 1. Roughen all concrete surfaces by heavy sandblasting, chipping, or other mechanical means to assure bond. Loose orbroken concrete shall beremoved. 2. All gnoaoo, oi|, did, curing compounds, |aitanoe, and other deleterious materials that may affect bond that were identified in the inspection process ohm|| be completely removed from ooncnsVo and bottoms of base plates. All metal surfaces should have a 2 to 3 mil peak -to -valley profile for epoxy grouts. 3. For cementitious mortars and grouts, concrete shall be saturated surface damp, Any standing water shall be removed prior to placing grouts. 3.04 NON -SHRINK CEh0ENTITIOWSGROUT A. Prepare concrete surfaces inaccordance with the grout manufacturer's instructions. B. Donot ra4ompergrout byadding more water after stiffening. 3.05 CURING A. CementiUounGnoutu: 1. Clean equipment and tools as recommended by the grout manufacturer. 036000-3 E00444E16 King CoMetro —VVO#12 CSC Frame Rack MLA Engineering 2. Cure Grouts in accordance with manufacturer's specifications and recommendations. Keep grout moist for a minimum of 3 days. The method needed to protect grouts will depend on temperature, humidity, and wind. Wet burlap, a soaker hose, sun shading, poncling, and, in extreme conditions, ocombination pfmethods shall heemployed. 3. Grouts shall be maintained above 40 degrees Fahrenheit until they have attained a compressive strength of 3,000 pounds per square inch, or above 70 degrees Fahrenheit for a minimum of 24 hours toavoid damage from subsequent freezing. 3.06 TESTING A. To ensure compliance with the specified requirements for grout, provide the services of an independent testing laboratory that complies with the requirements of ASTM E329, ASTM C1 09, and ASTyNC579. Method B. B. The testing laboratory will sample and test grout materials and submit results to the Project C.Duhng the course of construction, the Project Representative may take separate field samples of the following materials for confirming tests: 1. Cement. 2. Aggregates. 3. Cement grout mixture. 4. Commercially manufactured grout products. 8O%Design —0205/19 END OF SECTION 036000'4 E00444E16 King Co Metro - WO #12 CSC Frame Rack MLA Engineering SECTION 054000 COLD -FORMED METAL FRAMING PART 1 — GENERAL 1.01 SUMMARY A. Section includes the following: 1. Cold -formed metal framing for exhaust hose reel relocation and bracing. 1.02 REFERENCES A. The following is a list of standards referenced in this Section: B. American Institute of Steel Construction (AISC) - www.ais.org 1. AISC 360 - Specification for Structural Steel Buildings C. American Iron and Steel Institute (AISI) - www.steel.org 1. AISI-NAS - North American Specification for the Design of Cold -Formed Steel Structural Members 2. AISI-GP - Standard For Cold -Formed Steel Framing - General Provisions D. ASTM International (ASTM) - www.astm.org 1. ASTM A123 - Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products 2. ASTM A153 - Standard Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware 3. ASTM A653 - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process 4. ASTM A1003 - Standard Specification for Steel Sheet, Carbon, Metallic - and 'Nonmetallic -Coated for Cold -Formed Framing Members 5. ASTM C955 - Standard Specification for Load -Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases 6. ASTM C1002 - Standard Specification for Steel Self -Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs 7. ASTM C1007 - Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories E. American Welding Society (AWS) - www.aws.org 1. AWS DI.1/D1.1 M - Structural Welding Code - Steel 2. AWS D1.3 - Structural Welding Code - Sheet Steel F. Steel Stud Manufacturer's Association (SSMA) - www.ssma.com 90% Design - 02/05/19 054000 -1 E00444E16 King CmMetro —WO#12 CSC Frame Rack MLA Engineering 1. Product Technical Information -|CCER4843P 1.03 SYSTEM DESCRIPTION A. Primary formed metal framing, bracing, and connections asshown onthe Drawings. 1'04 SUBMITTALS A. General: Submit the following. B. Approval Submittals: 1. Product Data: For each type of cold -formed nnata| framing product and accessory indicated. 2. Shop Onavv)ngo: Show |ayou1, apecing, sizeo, thinknasmea, gnada, and types of cold -formed nneto| framing; fabrication; and fastening and anchorage details, including mechanical fasteners. Show reinforcing channe|a, opening frann|ng, supplemental framming, etnapping, bracing, bridginA, ap|ioms, eooeoaoheo, connection deiai|o, and attachment to adjoining work. C. Quality Assurance Submittals: 1. Research/evaluation reports: for cold -formed metal framing. 2. Mill certificates. 3. Manufacturer's and Installer's Qualifications D. Closeout Submittals 1. Nona. 1'05 QUALITY ASSURANCE A. General: Comply with the requirements ofthis section. B. Testing Agency Qualifications: Anindependent testing agency, moprovided for by the Project F(epnssentabve, will conduct the testing indicated. C. Product Tests: Mill certificates nrdata from aqualified independent testing agency indicating steel sheet complies with requirements, including base - metal thioknmna, yield strength. tensile strength, total a|ongabon, ohannioa| requirements, and metal ||o-coaUngthickness, ' O. Welding: Qualify procedures and personnel according toAVV8O1.1. "Structural Welding Code --Steel," and AVV8 C}1.3. "Structural Welding Cude- 8haet8tea|." E. A|8|Specifications and Standards: Comply with A|8|-NASand A|S|'GP. F. Manufacturer's and Installer's Qualifications: 1. Material and products shall be manufactured by company with current A|G|o,AF@PAcertification and iocontinuously and regularly employed in the manufacture of similar materials atthe time of bid. 054000-2 :' E88444E16 King CoMetro —VVO#12 CSC Frame Rack MLA Engineering PART 2 — PRODUCTS 2J01 MANUFACTURERS A. Subject tocompliance with requirements ofthe Contract Documents, products of one of the following manufacturers shall be incorporated in the Work ofthis Section: B. Metal Framing and Connectors: 1. SCAFCO Steel Stud Manufacturing Co. —vvvvvv.soofco.00mn 2. Stealer. Inc. —vvvvw.stae|er.cVm 3. C|arhDiatrich Building 8yatanna —vvvvvv.c|arkdiatrioh.corn 4. Simpson Strong -Tie Company, Inc. —VVVYVY.st[nngbe.conl 5. Phillips —VVVvVV.phiUipsrDfg.COnl O. OrApproved Equal C. Powder Actuated Fasteners: 1. Hi|tiCorporation —vvvvvv.hi|U.cO[n 2. Powers Fmstenern—vmxow.pVvvens.com 3. (]rApproved Equal. 2.02 MATERIALS A. Cold -formed metal framing: AGTMA1003 1. 16gage /54 mil) and heavier: 50 ksi. Structural Clua|itv/S{j\' Grade 50. Type H 2. 18 gage (43 nnU) and lighter: 33 kei. Structural Quality kS{3\. Grade 33, Type H B. Mechanical Fasteners: /\8TM C1002 C. Welding Electrodes: 1. Comply with AVVSstandards. 2. Unless otherwise indicated, filler material shall be E70. 2.03 ACCEPTABLE PRODUCTS A. Cold -formed steel members are typically called out Vnthe Drawings using standard SGK4Adesignations. B. Studs: Unless otherwise indicated, roll -formed channel studs shall ba30 gage (33mil) minimum, with flanges not less than 1-3/8-inuhwide; unpunched. C. Tracks: Flanges shall not beless than 1-1/4inches; width and gage tOsuit studs, asindicated oothe Drawings. O` Accessory Material: All incidental and accessory materials, methods, tools and equipment are required for the satisfactory fabrication and erection of ¢54000-3 E0¢444E16 King CoMetro —WNO#12 CSC Frame Rack MLA Engineering framing, as indicated on the Drawings, including fasteners, attachments and anchorages tobuilding construction. Fabricate steel -framing accessories of the same nnateho| and finish used for framing mmamboro, with e minimum yield strength of 33 ksi. E. Mechanical Fasteners: 1. Corrosion resistant coated. 2. 8e|f-driUinQ.self-tapping steel drill screws, 3. Low profile head beneath sheathing. Manufacturer's standard profile elsewhere. F. Powder Actuated Fasteners: As indicated on the Drawings. 2.04 FINISHES A. Galvanize all surfaces with a G60 coating complying with ASTM A653. 2.05 SOURCE QUALITY CONTROL A. Shop -fabricated steel shall beprovided bvafabricator with current A|S| certification. B. Structural sheathing panels: Comply with LEED requirements. PART 3_EXECUTION 3.01 EXAMINATION A. Verify conditions are satisfactory to receive Work of this Section; do not commence work until unsatisfactory conditions have been corrected. B. Beginning work constitutes acceptance ofconditions. C. Resolve deficiencies in accordance with Manufacturer's Instructions and Recommendations, and this Section. D. Examine supporting substrates and abutting structural framing for compliance with naquinannanta for installation tolerances and other field conditions affecting performance. 3.02 ERECTION A. Erection Tolerances: Install cold -formed nneto| framing |ava|, p|umnb, and true to line toa maximum allowable tolerance variation of1/8 inch in 10feet (1:9OO) and aafollows: 1. Space individual framing mnennUenu no more than plus or minus 1/8 inch from plan location. Cunnu|ebvo error shall not exceed minimum fastening requirements of sheathing or other finishing materials. 3.03 INSTALLATION A. Install system inaccordance with applicable codes and regulations, Manufacturer's Instructions and Recommendations, ASTM C1007, and this Section. SQ%Design —82/MSM9 054000-4 E00444E16 King CmMetro —V0O#12 CSC Frame Rack MLA Engineering B. Cold -formed metal framing may be shop or field fabricated for installation, or itmay bafield assembled. C. Install cold -formed metal framing according tothe A|G|-{3P unless more stringent requirements are indicated. O. Install cD|d-h][OOed metal framing and accessories plumb, square, and true fo line, and with connections securely fastened. 1. Cut framing members bysawing orshearing; donot torch cut. 2. Fasten cold -formed metal framing members by welding, screw fastening, clinch tontenin0, or riveting. VVina tying of framing n1annbero is not permitted. a. Locate mechanical fasteners and iO8i8|| according to Shop [)r@vvingS, and complying with requirements for spacing, edge distances, and screw penetration. E. Install framing members in one-piece lengths unless splice connections are indicated for track or tension nnannbero. Splicing of studs is not permitted. 3.04 FIELD QUALITY CONTROL A. Correct deficiencies in Work that test and inspection reports have indicated are not in compliance with the Contract Documents. 3.05 PROTECTION A. Protect metal framing from corrosion, deformation, and other damage during delivery, storage and handling. B. Provide protection and maintain conditions in o manner that ensure that metal framing and accessories are without damage nrdeterioration ottime of Substantial Completion. END OF SECTION 05 4000 SO% Design —D2/85/ 0 054000-5 E00444E16 King Co Metro — WO #12 CSC Frame Rack MLA Engineering SECTION 055010 ANCHORAGE TO CONCRETE PART1 GENERAL 1.01 SUMMARY A. This Section specifies all anchorage to concrete, complete with washers and nuts. B. Concrete anchorage systems indicated on the Drawings, or required to secure the various parts together and provide a complete installation, shall be generally indicated on the Drawings. The tabulation of items herein is not intended to be all inclusive, and it shall be the Contractor's responsibility to provide all metalwork and castings shown, specified, or which can reasonably be inferred as necessary to complete the project. 1.02 QUALITY ASSURANCE A. Referenced Standards: This Section incorporates by reference the latest revisions of the following documents. They are a part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. Reference ASTM A36 ASTM A153 ASTM A193 ASTM A194 ASTM A307 ASTM A320 ASTM A563 ASTM A780 ASTM B695 ASTM C881 ASTM C882 ASTM D648 ASTM D695 ASTM D746 ASTM D1505 ASTM D1525 ASTM F436 ASTM F844 ASTM F1554 90% Design — 02/05/19 Title Standard for Carbon Structural Steel Standard for Zinc Coating (Hot -Dip) on Iron and Steel Hardware Standard for Alloy -Steel and Stainless Steel Bolting Materials for High -Temperature Service Standard for Carbon and Alloy Steel Nuts for Bolts for High - Pressure and High -Temperature Service, or Both Standard for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength Standard for Alloy Steel Bolting Materials for Low Temperature Service Standard for Carbon and Alloy Steel Nuts Standard Practice for Repair of Damaged and Uncoated Areas of Hot -Dip Galvanized Coatings Standard for Coatings of Zinc Mechanically Deposited on Iron and Steel Standard for Epoxy -Resin -Base Bonding Systems for Concrete Standard Test Method for Bond Strength of Epoxy -Resin Systems Used With Concrete by Slant Shear Standard Test Method for Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position Standard Test Method for Compressive Properties of Rigid Plastics Standard Test Method for Brittleness Temperature of Plastics and Elastomers by Impact Standard Test Method for Density of Plastics by the Density - Gradient Technique Standard Test Method for Vicat Softening Temperature of Plastics Standard Specification for Hardened Steel Washers Standard for Washers, Steel, Plain (Flat), Unhardened for General Use Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength 055010-1 E00444E16 King Co Metro —VVO#12 CSC Frame Rack MILA Engineering Reference S8PCGP'1 SSPCSP-2 SSPCSP'3 AC193 AC3OD Title Solvent Cleaning Hand Tool Cleaning Power Tool Cleaning Acceptance Criteria for Mechanical Anchors inConcrete Elements Acceptance Criteria for Post -Installed Adhesive Anchors in Concrete Elements B. The diameter and capacity of anchor bolts and concrete anchors shall be as shown on the Drawings. 1l0 SUBMITTALS A. B. Manufacturer's product data and ESR Report. Manufacturer's information showing the recommended installation equipment and procedures for drilled -in epoxy concrete anchors. 1.04 EXPOSURE CONDITIONS A. Wet and/or corrosive: outdoor areas, cvindoor areas subject hnmoisture, waandown.hydrogen sulfide gas orchemicals. B. Submerged: atorbelow apoint 1.5foot above maximum fluid surface. C. Unless otherwise indicated, all non -submerged surfaces shall be considered wet or corrosive. PART2 PRODUCTS 211 MATERIALS A. Unless otherwise specified, materials shall conform hothe following: i. Nuts: a. Stainless steel: Type 316.ASTM AJ94. 2. VVaohona: o. Stainless steel: Type 318.ASTM AllA4 3. Drilled -in epoxy concrete anchors B. Fasteners: all components of mating fasteners, bolts, nuts and washers, of the same material and coated by the same process. Provide nylon washer between dissimilar metals. C. Epoxy Injection Adhesive Anchors: 1 Provide Hilti HAS threaded rods with HIT -RE 500 V3 Safe Set System using Hilti Hollow Drill Bit and VC 150/300 vacuum System for anchor and rebar anchorage to concrete, ICC ESR-3814 as directed bythe Drawings. Any substitutions must bosubmitted for prior review with calculations signed and stamped byanengineer licensed inthe state ofWashington. 2.02 CONCRETE ANCHORS A. Epoxy Injection Adhesive Anchors: Threaded steel rod, inserts or reinforcing dowels, complete with nuts, washers, polymer or hybrid mortar adhesive injection system, and manufacturer's installation instructions. Type and size aaindicated onDrawings. $55¢10-2 E80444E16 King CoMetro —VVO#12 CSC Frame Rack MLA Engineering 1. Asindicated onthe Drawings, provide stainless steel anchors. Stainless steel anchors shall be A|S\Type 3i6 stainless steel provided with stainless steel nuts and washers of matching alloy group and minimum proof stress equal to or greater than the specified minimum full-size tensile strength of the externally threaded fastener. All nuts shall conform toASTK4F594unless otherwise specified. Avoid installing n\oin|eoa steel anchors in contact with galvanically dissimilar metals. 2. Provide the following: a. Hilti HAS threaded rods with HIT -RE 500 V3 Safe Set System using Hilti Hollow Drill Bit and VC 150/300 vacuum System for anchor and rebar anchorage to concrete, ICC ESR-38114. 3. Anchors shall have allowable working loads not less than those tabulated in the Structural Notes or Details. Provide minimum diameter of3/8 inch. 4. Anchor Rod: Type 316 stainless steel threaded rod free of grease, oil, or other deleterious material with o45-dngvee chisel point. 2.03 STAINLESS STEEL FASTENER LUBRICANT (ANTI -SEIZING) A. Where stainless steel nuts and threaded fasteners are used, apply anti -seizing lubricant tothe threads prior tomaking upthe connections. Lubricant shall bemanufactured and labeled for use with stainless steel and shall contain substantial amounts of molybdenum disulfide, graphite, mica, talc, or copper. PART EXECUTION 3J01 GENERAL A. Install per manufacturers recommendations. B. Cutting and welding: not permitted. C. After anchors have been embedded, protect threads with grease or anti -seizing lubricant and install the nuts. D. Protect dissimilar metals from galvanic corrosion by means of pressure tapes, coatings, or isolators. E. Provide beveled washers where mating surface is not square with the anchor bolt. 3.02 ANCHOR BOLT HOLES |NEQUIPMENT A. Shall not exceed the bolt diameters bymore than: 1. Bolts smaller than 1'inch: 25pernend 2. Bolts 1'inohand larger: 1/4-inch. 3.03 DRILLED -IN CONCRETE ANCHORS A. Installation shall not begin until the concrete or masonry receiving the anchors has attained its design B. Install instrict conformance with manufacturer's written instructions. C. Use manufacturer's recommended drills and equipment. D. Unless otherwise specified, embedded length shall not include housekeeping pads or fill grout. E. Epoxy anchors shall not be installed when the temperature of the concrete is below 35 degrees F or above 11Odegrees F. 9OY6Design —0%YQ8/19 065010'3 E80444E16 King CnMetro —VVO#12 CSC Frame Rack MLA Engineering F. Furnish representative, for each type ofconcrete anchor used, hothe ]obodato conduct jobsite training for proper installation, handling, and storage of each anchor system for personnel as required. Notify Project Representative of training session schedule. G. Unless specifically shown on the Drawings, flush mounted concrete anchors shall not be used. 3.04 GALVANIZING REPAIR A. Galvanized surfaces that are abraded or damaged at anytime after the application of the zinc coating shall be repaired in accordance with the recommendations of ASTM A780 as required by the Project END OFSECTION 055010'4 E00444E18 King Co Metro —WO #12 CSC FG3nle Rack ElcoOAssociates, Inc. SECTION 260051 BASIC MATERIALS AND METHODS ELECTRICAL MINI -SPEC PART 1 GENERAL 1.01 SUMMARY A. Gee SecUonO11OOO. 1.02 WORK INCLUDED A. The work under this Division includes electrical avetanna of |ighbng, povver, and miscellaneous work items. The work shall include but not be limited to the installation of new equipment and modifying some existing circuits, B. The intent of the Contract Documents is to include all labor and materials, equipment and transportation necessary for execution of the Contract. By agreeing to o Contract, Contractor acknowledges that ithas examined the Contract Documents and work site, is aware of existing conditions and |innitations, and is satisfied that the Specifications and Drawings (when applicable) are suitable and adequate to enable it to successfully accomplish the Contract. C. During the course of the Contract, where minor adjustments of the work (such as adjusting the location of the equipment without requiring rework) are necessary for resolving conflicts between items within the intent of the ControCt. Contractor shall make such adjustments at no additional cost to the County. D. Contractor shall connect all equipment and devices provided under other sections of these Specifications that require such connections. E. The electrical drawings for the Contract are diagrammatic and Uonot necessarily show all naoevvmyo, fittings, wiring or wiring devices required by code. Henoa, in addition to that which is specified or shown on the Contract electrical drovv\ngm. Contractor shall include in its Contract cost these and related electrical itanle and the work associated with their F. ANY roof and wall penetrations(core drilling) shall bethe responsibility ofone contractor. It is the responsibility of ALL contractors (General and Subs) to coordinate this work so that the work can proceed and that the drilling and roof repair is covered in their estimates, The General or Prime Contractor shall be responsible for this 000/dinotion. Roof work needs to be completed by the roof manufactured certified roofing contractor. 1.03 WORK NOT INCLUDED Not Used. 1.04 WORK OF OTHER TRADES 90%Design —O2/O5/19 280051-1 Ei00444E16 King Co Metro —W8]#12 CSC Frame Rack ElcOOAssociates, Inc. A. The electrical drawings do not necessarily show complete details of the project construction. Contractor shall fonui|iohma itself with all features of the project that may affect the execution of the Contract. 1.05 REFERENCES A. This paragraph presents a general compilation of references used in the County electrical work. In executing this Contract, the Contractor shall be responsible for adhering to the current edition of all references in Section 260051 whether they are listed here or not, particularly observing the requirements ofParagraph 260051'1.15D. References Title ANSI C-80.1 Annahcon NaU. 8tds. Institute, "Zinc -Coated Rigid Steel Conduit" ANSI C-80.3 American NmU. 8bje. |naUtuha. "Zinc -Coated Electrical Metallic Tubing" ANG|C13O-15 American National Standards Institute, "HiQh-|ntenoih/-C)iauhepgeand Low - Pressure Sodium |ennps in luminaires - Field Identification" NEC (NFPA7O) NaU.Fire ProtemtionAssociation, "National Electrical Code" NEGC IEEE, "National Electrical Safety Code" UL 8 Underwriters Laboratories, "Rigid Metal Electrical Conduit" UL 797 Underwriters Laboratories, "Electrical K8eta||icTubinQ" UL 1242 Underwriters Laboratories, "Intermediate Metal Conduit" VVAC29O Washington Administrative Code, Department ofLabor &Industries VVEC Washington State Energy Code, VVAC51'11 IBC International Building Code VV8D(]T Washington State Department ufTransportation O&/8O{}T\ Construction Manual City ofSeattle City ofSeattle Electrical Code Seattle City Light 8CL Requirements for Electrical Service Connection 1.08 UNDERWRITERS LISTED EQUIPMENT A. See Paragraph 20OO51-1.1O. 1.07 DETAIL DRAWINGS BYCONTRACTOR A. VVhenytheContraoto/evvorhnyquiresadU0ona|dataUingindudingthepraperationofshop drawings for individual items that are not of standard manufacture and which have to be specifically foUr|ooted. Contractor shall prepare drawings, in AutoCod 2009 or later version, printed on22inches x34inches heavy bond paper media; submit final copies uy the drawings together with Compact Disk (CD) containing said drawing in /\utoCod 2000 or later version; optional type and size sheets shall be at the discretion and approval of the Project Representative. Details shall be identified with the onyea where the work applies. Contractor mho|| coordinate its work with the work of other trades to preclude conflicting use ofareao/|ocmt|ono. Drawings shall be submitted to King County Project Representative for approval before construction work begins. Upon completion of the Contract, Contractor shall update its drawings to "as -constructed" condition and surrender them tuthe Project Representative. 1.08 SUBMITTALS 90% Design —O2/05/19 / 260051-2 E00444E16 King CoMetro —WO #12 CSC Frame Rack ElcoDAssociates, Inc. A. Un|aam waived by the Project Representative for the Contract, provide Electrical Submittals within 14 days of effective date of Notice -To -Proceed (NTP), in conjunction with paragraph Z00O51-1.O9.(See Section U133OO)1 1.09 LIST (]FMANUFACTURERS A. VVheno more than one manufacturer is a|lovved. Contractor shall advise the Project Representative within 14 days after ioaumnoG of the "Notice to Proceed" of the make selected. 1.10 (]UAL|TYC(]NTR[JL A. Materials: All materials, devices, appliances and equipment shall be listed by "Underwriters Laboratories, Inc. (U|]" Where UL listing is required but not avai|ab|e. Contractor shall obtain written permission for ovariance from the King County Project Representative. B. Manufacturer and type: Where manufacturers' names and types are provided on the Contract UrovvnQa or within the Specifications, the County is establishing for the equipment described manufacturers whose specific type bm,no generally satisfy the Count/'a requirements. The County will consider alternates. HVwvever, alternates submitted by the Contractor to the County for approval shall be based on the specified manufacturers and type moaminimum. A. New items ofany one classification shall beproducts of one manufacturer. B. Unless specifically idenUYiedonUleProeotP|anaorinthe8 ons.ALLNevvhenna installed on on existing site of any classification shall nnmtoh those that exist on the site, shall be of the same Manufacturer and model, as currently manufactured, 1.12 APPROVALS A. The approval of the manufacturer's name or product by the County does not relieve the Contractor of the responsibility for providing material and equipment that complies in all details with the requirements of the Contract as well as in the Contract Documents. The Contractor shall assume responsibility for equipment submitted fitting in available space onintended bythe Contract drawings. 1.13 WORKMANSHIP A. If any portion ofthe work has not been performed in a satisfactory rnannar, or is left in rough unfinished condition, the Contractor, atits expense, shall remove and reinstall all such work and restore surroundings in a manner approved by the Project Representative. 114 COORDINATION OFWORK A. Contractor shall compare the Specifications vviththeDravvngsfortheContractinc|uding those for other tradaa, report any discrepancies between Ulen1 to the Project Representative and obtain written instructions for changes necessary in the electrical 90Y6 Design —02/O5V18 ' 260051 -3 E00444E16 King CoMetro —WO#12 CSC Frame Rack ElcOn Associates, Inc. work. Contractor shall install electrical work in cooperation with other trades and nnnkm provision to avoid interferences, in a manner approved by the County. All changes caused byneglect tomake such provisions shall beatContractor's expense. B. Contractor shall schedule and sequence the work such that any interruptions of normal Base operations are kept to a minimum. Contractor shall provide all temporary connections as required to limit interruptions to time granted by the Project Representative. Contractor shall consult with the Project Representative and obtain written consent from the Project Representative for the exact date.`tinne and duration of time that the operations may beinterrupted. C.The Contractor shall coordinate schedule with the Project Repvesentative to ensure that there is no conflict with other construction and/or maintenance work on the site. 1.15 REGULATIONS A. General: Contractor shall comply with, as a nn)nhnunn, or exceed the requirements of the latest editions of all applicable codes, ond|nanoem, rules and regulations pertaining to the project particularly noting Paragraph 1.15O below. B. Contractor's responsibility: It is the Contractor's responsibility to notify the County of any deviation inthe Contract from applicable regulations and codes prior tninstallation ofthe C. Appurtenances: Provide pull boxes, junctionboxes, special fh1ngoandacmeashoekaotrico| work as required by codes. Di Requirements: In cases where regulations are more ahinQerd than the Contract documents, the Contractor ohmU provide the materials and methods required by the regulations; in cases where the Contract Documents are more stringent than the applicable regulations, Contractor shall provide the materials and methods required by the Contract Documents. E. Permits and fees: 1. Contractor shall obtain and pay for all Uoenses, permits and inspections required by kavve, ordinances and rules governing work specified herein. 2. During its progress, the work shall beinspected bythe County and bvthe appropriate inspectors. Contractor ehe!| provide inspector's Certificates of Compliance to the County (from the Authority Having Jurisdiction (AHJ)). 9O%Design —O2/O5/19 260051-4 E00444E18 King Co Metro — WO #12 CSC Frame Rack ElcoD Associates, Inc. PART PRODUCTS 2.01 MATERIAL A. Materials shall bonew, free ofdefects and ofcurrent manufacture. Existing materials shall not bereused unless otherwise noted. 2.02 CONDUIT A. Rigid Steel conduit (G.R.S.): Conduit shall be steel, hot -dip galvanized inside and out after thnaadinQ, produced to ANSI Specification C-80.1. oheU comply with Underwriters Laboratories UL 8, and shall carry the UL label, Minimum trade ebzu shall be 3/4-inch exposed and 1-inch embedded (underground or within walls), unless specifically noted. B. Liquidhoht Flexible Metal Conduit(LFK8C): Conduit shall beformed from an interlocking galvanized steel strip and shall have o PVC jacket extruded over the outside to form a flexible watertight raceway. Minimum trade size shall be 3/4-inch, unless otherwise shown. Conduit ahe|| be Anannet Anaconda Seoltito (Type UAJ. E|actri-Flex (Type LA), or approved equal. C. Intermediate nnata| oonduit(|yN[): |MC shall be steel, exterior hot -dip galvanized after threoding, interior baked on enamel orcoated with g silicon epoxy —ester, manufactured in accordance with Underwriters Laboratories (UL#1242) and shall carry the UL |mbai Minimum trade size ohmU be 3/4-inch exposed and 1-inch embedded (underground or within vvaUe).unless specifically noted. D. Beothoa| metallic tubing (EMT): EMT shall be steel, exterior hot -dip galvanized, interior baked on enamel or coated with silicon to ANSI Specification C80.3. shall comply with Underwriters' Laboratories U.L. 797, and shall carry the I.I.L. |abei Minimum trade size shall be3/4'inuhexposed and 1-inch embedded (underground or within walls), unless specifically noted. E. Rigid non-metallic conduit: Conduit shall baPVC, listed for underground use. Conduit shall include Schedule 40 and Schedule 80 shall be manufactured to NEMA Specification TC- 2, aheU comply with Underwriters' Laboratories UL 851, and shall carry the UL label. Minimum trade size, unless specifically noted, shall be 1-inch. F. Flexible metal conduit: Shall not be used. G. Explosion proof flexible conduit: Not used unless specified in the Contract. H. Plastic coated galvanized rigid steel conduit and fittings (3PVC): Plastic coated conduit shall be galvanized rigid utmm| conduit towhich o 40-m|| thick polyvinyl chloride coating has been bonded. Coating shall be free of pinholes. Bond strength shall exceed the tensile strength of the plastic coat. Elbows shall be factory made and coated. Fittings used with plastic coated conduit shall basimilarly coated tothe same thickness asthe conduit and shall be provided with Type 304 stainless steel hardware. Conduit and fittings shall be manufactured bythe same company. K8|ninnurn trade size shall be 3/4-inch exposed and 1 inch embedded (underground or within vvo||e), unless specifically noted. 90% Design — 02/05/19 260051-5 E00444E18 KiOgCoMetro—WO #12 CSC F[8Dle Rack E|QODASSOCjat8s. Inc. |. Conduit fittings: Fittings shall include all those items used with conduit tuform conduit rune. Fittings shall be steel compression (for EMT and Liquid -tight— NO Set acrexv). ALL conduit fittings ahe|| used with the type ofconduit for which they are designed. i.e.. Rigid conduit fittings shall bethreaded, liquid -tight fittings shall boused with liquid -tight conduit. Liquid -tight fittings shall have an insulated throat. etc. Fittings shall be by 0. Z. Gedney, Carlon, l[&E}.qrapproved equal. Conduit supports: 1. Conduit clamp backs shall be of the nesting one hole bupa, hot -dip galvanized malleable or cast iron; nest back spacers shall be of similar material and finish. Clamp backs shall be used with one hole nnoUeab|a iron hot -dip galvanized pipe straps and similar EMT straps. C|annpa, spacers and straps shall be bvO.Z. Gedney. B-Line, Crouse Hinds, orapproved equal. 2. Framing channel and associated clamps shall be hot -dip galvanized. Framing channel and associated conduit clamps shall be by B-Line, Unistrut, or approved equal. 3. Concrete fasteners and sonexvo shall be stainless steel or hot -dip galvanized. K. Conduit tags: Conduit shall be tagged with appropriately sized embossed metal conduit tags as manufactured by Panduit, Brady, Tyco, CH Hanson or approved equal. L. Seals: |nareas specified asClass iDivision 1or2.hazardous, boxes and fittings shall Ue NEMA 7, Groups C and D, explosion proof. Seal fittings for conduit systems in hazardous atmosphere locations shall be hot -dip galvanized cast ferrous alloy. Sealing compound shall be hard type used with an environmentally friendly packing fiber, both compound and fiber eho|| be UL-listed for explosion proof sealing fittings. 2.03 WIRING MATERIALS A. General: Contractor shall provide all wipe and cable as indicated and required for complete, operating systems. B. Wire, single conductor: 1. Conductors: a. All conductors shall bestranded for all sizes ofwire and cable. b. Conductors shall besoft drawn copper for all sizes. 2. Insulation: Unless otherwise noted. OOO-voltwina insulation shall be Type THVVN or )(MHVVfor all locations. 3. Color Coding: All conductors shall be color coded in accordance with the following: Use Cable Color Thnae-phooa.48OV.3-wioapower Phase Brown or48OV277V4-wjrepower Phase Orange Phase YaUovv Neutral Gray Three-phase, 4-wire, 120/208Vpovver Phase Black Phase Red Phase Blue Neutral White 90% Design —02/O6/1G 260051-6 E00444E16 NjOgCDMGtrV—WO #12 CSC Frame Rack Elcon Associates, Inc. Single PhaSe, 3-Nine, 120/240Vpovver Phase Black Phase Red Neutral White C. Wire, multiple conductor and specialooble: 1. Multiple -conductor and special cables ehmU be used only where these types of cable are specifically required to connect the vendors system devices and to connect the vendor's system to King County Metro Transit's facility. These cables shall be vendor - specified by make and model unless vendor furnishes its own cable with its system in which case vendor shall provide complete description and characteristics of the cable. D. Splices and connections: 1. Ganena|k/, new wiring shall be continuous from point-to-point. Splices shall be made only where existing field conditions dictate the need. Splicing shall not be used as a convenience factor merely to extend the length of an existing conductor or to extend the length nfoconductor that the Contractor has cut too short. 2. Underground or wet area splices shall be made with a UL listed resin type splice kit to electrically insulate and moisture oaa| ap|ioma; dry area splices shall be made with spring type ao|dar|oss connectors. Splice kits shall be manufactured by 3K8. Ideal Industries, Raychem orapproved equal. 3. Connections to terminals ahm|| be made with properly sized insulated ring, spode or locking fork type crimp terminals; the crimp terminals shall be of the brazed seam construction. The crimp terminals oho|| be as manufactured by the electrical products division of3yN. T&B, or approved equal. Connections shall be made only in suitable boxes and areas onthe equipment established bythe manufacturer for the purpose. 4. Wire nuts shall not Umallowed oncables larger than O/YVVG. E. Wire and cable tags: 1. Every conductor and every cable stevery access point shall betagged. 2. Tags for conductors aho|| be as follows: a. Sleeve type, |egib|e, permanently coded, yellow PVC or heat shrink po|yo|ef|n tub\ng, appropriately sized for the wire to which it is being opp|ied. Sleeves shall bebyBrady, Tyco, T&B.wrapproved equal. b. Labeling shall bemachine printed. 3. Tags for cable shall be embossed metal or machine printed plastic type manufactured byT&B. Brady, Tyco orProject Representative approved equal. 2.04 BOXES, FITTINGS AND ENCLOSURES A. All boxes and fittings oAaU be provided and installed in accordance with the design and shall satisfy area Ckaoa. Group and Division envinun-mental requirements. They shall be used with the type of conduit for which they are designated and for the purpose for which they are intended. Bowes and fittings shall be provided and installed in accordance with code requirements even though they are not shown on the drawings. Boxes and fittings shall be of name brand manufacture such aaT&B. O.Z. Gadney, Steel Cib/, App|eton, Crouse-Hinde.orapproved equal. 90%Design —D2/05/19 260051-7 E00444E16 King Co Metro — WO #12 CSC Fn8Ol8 Rack ElCOO/\SSoci@teS. Inc. B. Pressed steel NEMA 1 boxes shall be Used only where concealed in walls, in ceilings of dry areas or where concrete embedded. All boxes shall be e|ectro galvanized; concrete embedded boxes shall bedesignated for that purpose. C. Zinc electroplated cast and Qasketed boxes ahoU be used for all surface mounted applications. O. Enclosures shall beprovided and installed where required, in accordancewith this design and shall satisfy area Class, Group and Division environmental requirements. Enclosures shall include panels and shall be by Hoffman, Skyline, or approved equal. 2.05 NAMEPLATES A. Each individual device shall have a nameplate designating the function of the device. B. Nameplates shall bomade od1M0-inOhthick machine engraved laminated phenolic having white letters 3/18-inch high on a black background. Equipment titles shall be connp|atak/ spelled out onthe nameplates. C.Nomeplates shall be secured to the equipment with stainless steel screws and obonding agent. Where disproposed that the nameplates will be secured with abonding agent, the process and a sample shall be submitted to the Project Representative for acceptance. 2.06 PANELBOAR[lSAND SWITCHBOARDS A. During the execution of the Contract, if it becomes necessary to acceaa, install a new, modify or replace existing pane|boanjs or svvdchboards, it shall be done under the following constraints and must beapproved inwriting bvthe Project Aepresentmtiwe.a|onQ with approval from King Countv'aElectrical Engineering staff. 1. All pane|boards shall be the standard end product of one manufacturer. Circuit breakers contained in each panel shall be listed for use within that panel, and shall be ofthe same manufacturer outhe pone|boand. 2. New pane|bOardS installed on the existing bases shall be required to be of the same manufacturer, model, and type aethe existing pona|boanio. 3. Circuit breakers shall bolt ontothe bus. 4. All bus shall besilver plated copper. 5. Equipment ratings shall exceed the applied voltages, continuous current and available fault current. 0. Equipment shall be labelled with the available fault current and arc -flash incident energy. 2.07 DISCONNECT SWITCHES A. Switches and receptacles shall match the facility's existing stock of spare parts, and be interchangeable with existing facility equipment ofthe same type. 1. Pump disconnect switch receptacle h]be12UV.0OA.NEyW/\1.as shown ondrawings. Facility equipment matching this installation are type CS6370 and CS8269. 90% Design —02/O5/19 260051-8 E00444E16 N]DgCOMetro—WO #12 CSC Frame Rack ElconAS3ociateS' Inc. 2. Winch disconnect and receptacle to be inter/oched48OV' 5P/3VV. GOA, NEMA 12. Facility equipment matching this installation are Square-D H302AVVAfor use with 8pp|etonACP0034BC Povvmrtite plug. B. All switches and disconnect means shall bethe standard end product ofone manufacturer. 2.08 GROUND RODS A. Ground rods ahmU be copper clad steel, 3/4-inch diameter and 10'heet long. Rods shall have threaded type removable caps outhat extension rods of same diameter and length may be added where necessary. PART 3 EXECUTION 3.01 GENERAL A. Electrical work shall be fully completed in all respects generally as shown on the Contract drawings and as described in this section. B. The electrical plan drawings are generally diagrammatic. The exact locations and routing of cables and conduits shall be governed by structural conditions and phvaioo| C. Where details ofinstallations (including notes, conduit & wire tags, etc) are not shown on the dravvnga, new installations shall be installed at the same standard (as spelled out in this specification) as other equipment installed on this project, not just ninnUor to existing D. Manufacturer's installation details: Contractor shall install items inaccordance with details and provide any special vv|hng.fittingoandappudenanoemraquired.CortractorshaUverifv all measurements mtsite and coordinate exact locations with details shown onthe Contract Drawings. 3.02 RECORD DRAWINGS A. The Contractor shall maintain a neatly marked met of blue lines of all Drawings of all the electrical work involved in the Contract. The prints shall be kept current with the work as it progresses and shall be subject to inspection by the Project Representative at any time. B. Cunent, acceptable as -constructed prints must be submitted prior to the certification of any Contract payment for electrical work. A complete and accurate set of these prints shall be delivered to the Project Representative for the Project Representative's approval. 3.03 DUST A. All operations involving drilling or grinding, sweeping and similar eoUvUUeo ahmU be accomplished under controlled conditions to keep dust and dirt from contaminating the equipment. 3.04 CONDUIT AND BOXES 90%Design —02/O5/19 200051-9 E00444E16 King Co Metro — WO #12 CSC Frame Rack ElcOMAssociates, Inc. A. The area of electrical work shall be treated as non -hazardous (in most areas) unless otherwise noted on the drawing; therafone, the wiring method employed ahe|| satisfy the NEC requirements for this classification. Conduit boxes and eno|osureo, devices, fittings and the like shall be approved, used as required per the listed intent and manufacturer's specifications, and located and installed in accordance with the NEC requirements. B. Conduit installed in planting areas shall be PVC Schedule 40. When using PVC Schedule 40. the backfiU layer within 2 inches of the conduit shall contain no rock larger than 3/4- inch.All installed elbows shall beGalvanized Rigid Steel. C. Any trenching of existing pavement shall bemade insuch amanner aanot to destroy the structural integrity of the pavement. All trenching in previously paved areas shall be done \nsuch efashion that all edges are cut with osaw cutter, providing aclean edge which to repair the pavement. D. Conduit installed under the roadway shall be galvanized rigid steel or concrete encased Gohmdu|eGD PVC. All elbows installed underground and transitions toabove grade shall be Galvanized Rigid Steel. The trench shall be backfilled with select material to minimum relative compaction of 95 percent per A8TW1 D1556. Patch and finish trench with pavement tomatch existing roadway. E. All rigid steel conduit installed inthe ground shall hecoated with Bitunlaetic3OOK8 Coal Tar Epoxy, Tnennec Series 40H-413Coal Tar Epoxy orapproved alternate. Paint coating shall be applied and cured in accordance with the manufacturer's specifications; two coats eho|| be applied to provide m protective covering free of voids or shall be plastic coated galvanized rigid steel conduit (GPVC). F. All conduit installed in the ground shall be hnotokad at least 24 inches below grade. Electrical Hazard Tape shall be placed 18 inches above all conduit in the ground. G. Conduit shall not bewelded, brazed urotherwise heated. H. \Nhena required for ease of pulling and as necessary to meet codeo, pull boxes and junction boxes shall beinstalled even though not shown onthe drawings. The locations of boxes shown are approximate; exact locations shall beverified onthe job 0oavoid conflict with other work, i Bends and offsets shall beavoided inconduit runs; where bends and offsets are neceaoory, they shall bemade with an approved conduit bender Vrbending rnaohine, or shall consist offactory made elbows and fittings. The contractor shall limit the number of directional changes of the conduit to a total not more than 270 degrees in any run between pull boxes. J. All conduit shall terminate inboxes nrhandhokaeunless otherwise shown. K. All rigid conduit entering sheet metal boxes shall have a metal insulating bushing installed over the conduit end (]Z. Gednay-HBLG 8erh*o. Thomas & Betts Blackjack Geheo, or engineering approved equal). All joints shall be made with standard couplings or UNF7UNY unions; excessive threads shall not be used on any conduit. The ends of all rigid conduit shall be cut square, reamed and threaded with straight threads. Rigid conduit joints shall be made up with a L/L'|iot*d conductive anti -corrosion surface compound 90% Design —O2/0G/19 260051-10 E00444E16 King CO Metro —WkO #12 CSC Frame Rack E|conAs8ociat8s. Inc. (Thomas & Betts Kopr-8him|d, JaUube. or engineering approved equm|), which shall be applied to the male threads only. No Compression Fittings are to be used with rigid conduit. LAll rigid conduit entering sheet metal boxes mcabinets shall be secured by locknutson both the interior and exterior of the enclosure or a Myers Hub shall be installed. M. Exposed conduit shall berun oDsupports spaced not more than 0feet apart and shall be installed with rune parallel orperpendicular towalls, structural members or intersections ofvertical planes and ceiling. Noconduit shall approach closer than 8inches toany object operating above the rated temperature of the conductor installation. N. Conduit supported directly from the block, brick orconcrete structure shall be spaced out at least 3/8-inch. 0. Flexible Steel conduit shall not beused. Umuidtight flexible metal conduit (LFMC) shall be used if flexibility is required for all motors and equipment requiring flexible connections. Where flexibility is required for electrical naoevv8yo on equipment, liquid -tight flexible metal conduit shall be used in accordance with JIC standards, these Specifications and the local inspection agency (the length ofthe flexible conduit shall be minimized, Maximum length shall be5-Feet\. F. Plumber's perforated hanger iron shall not beused for any purpose. Q. All fittings shall be made up wrench tight. R. All penetrationsofexisting concrete shall bamade insuch omanner asnot todestroy the structural integrity of the structure. Patch and aeo| indicated penetrations watertight with non-skrink, non -staining grout. S. For installing conduit runs in or under concrete fkowre/aidexva|ko, eavv out and remove concrete as required (in sidewalks or walkways the contractor shall cut/replace along existing break lines). Remove loose dirt and broken material from trench before installing conduit and before pouring new concrete. Finish trench to match surrounding floor surface. T. Contractor shall exercise the necessary precautions to prevent the lodging of dirt, concrete and trash in the conduit, fittings and boxes during the course of installation. U. Contractor shall install/conceal conduit within the structure during construction where possible, where not possible the Contractor shall paint the conduit(s) to match the existing structure to which the conduit is attached. V. Table | specifies the type of raceway required for each location and application. Unless in Table |. conduit shall bahot-dip galvanized rigid steel, type GRG. Minimum trade size for all conduit shall be3/4'inch when exposed and 1-inch when embedded (underground or within walls), unless specifically noted LOCATION APPLICATION /CONDITION CONDUIT Above ground up0n1U ft.AFF All raceway applications not specified below. GRG 90%Design —02/O5/19 26DO51-11 E00444E16 King Co Metro —WO #12 CSC F[80Oe Rack ElcoOAssociates, Inc. Above ground 1Oft. AFFand up {}UO[iOwalls and ceiling spaces, where not subject tuphysical abuse ormoisture. EK8T.|K8C Subject to occasional moisture. |K8C All wet areas Subject to constant moisture (i.e. wash boys. steam shop, floor toroof) GF{8 Underground Direct buried. GRS Encased inred concrete. GRS, PVC Outdoor Exposed toweather. GRS Hazardous, classified areas Exposed GRS 3.05 CONDUCTORS A. Cane shall be exercised in pulling conductors into conduit so as to avoid kinking the condVctVrS, putting undue stress OOthem or otherwise abrading them. Only UL-listed pulling compound ohe|| be used for pulling. The raceway installation shall be complete before conductors are pulled into it. B. All conductors and uabkye shall be identified at all ouoeoa points with nnaddn0 sleeves. Marking sleeves shall be as specified in Paragraph 260051-2.03E. C. Generally, splicing shall be avoided. Where splicing is dictated by field conditions, splices shall be made only in junction boxes suitable for the area. Splice selection shall be based in accordance with Paragraph 260051-2.03D (underground or wet areas shall be 3yN 82 Series or72-N;dry areas shall baspring-type oo|dedeoaconnemtona). D. No wire nuts allowed for wires #8 and larger. E. Crimping shall be done with approved crimping tool (not side cutters or the like). F. The Contractor shall provide aground rod |neach handho|a.and shall connect this ground tothe ground lug inthe light po|e.The|iQhtpo|efoundotionahoUekaobacunnaotedk)the ground system; B#4bare copper ground conductor shall beexothermically connected t0 the nabor in the pole foundation with enough conductor extending up the center of the foundation to provide connection tothe grounding lug in the pole hondho|e. The ground rod shall extend 3inches above the bottom Vfthe handho|e.connection atthe ground rod shall bemade with mbolted connector. G. A code sized ground wire shall be placed in each conduit installed under this Contract. H. All handkoh*o opened for work associated with this Contract ohoU be provided with grounding straps for the lid and hOl of handhO|es with metal covers. This ground strap shall be connected to the ground rod and/or ground system within the handholes. 3.06 EQUIPMENT A. Core ohoU be exercised in the installation of all equipment to avoid damage or disfigurement of any kind. All equipment shall be protected prior to and after installation. 9O%Design —02/O5/19 260051-12 E00444E16 � N]Og COMetro —VVO #12 CSC Frame Rack ElcoOAssociahes. Inc. B. The Contractor shall repair by spray painhn0, after properly preparing the surface, GU scratches or defects in the finish of the equipment. Only identical paint furnished by the equipment manufacturer shall beused for such purposes. C. Failure of the Contractor to protect the equipment as outlined herein oheU be grounds for rejection of the equipment. D.Seismic attachments: Earthquake resistant attachments and supports for equipment shall be provided and shall include anchor bolts, equipment assembly bolts and fastenings which are adequate to resist m horizontal force of 50 percent of the equipment weight applied at the center of gravity without displacing the equipment or its fastenings. Submit o signed stamped design calculations by WA P.E. Through bolting may be required for any seismic attachments. 3.07 TESTING AND STARTUP A. Test Procedure: 1. Unless otherwise specified, it shall be the responsibility of the Contractor to prepare the test procedure and to conduct tests in accordance with that procedure to demonstrate to the Project Representative the accuracy of the wihng, control and proper functioning of the equipment in accordance with these specifications. Contractor shall submit its proposed test procedure tothe Project Representative for approval atleast 48hours prior tothe demonstration. 2. All equipment and aymterne shall be demonstrated by the Contractor as operating properly prior to the acceptance of the work. All protective devices shall be operative during demonstration. 3. If the demonstration indicates unsatisfactory operation as determined by the Project Representative or inspecting authorities, defects shall be corrected by the Contractor, and the demonstration shall be repeated at no additional expense to the County. B. Phase Relationship Tests: (NOT UGE[). C. Insulation Resistance Tests: Insulation resistance tests shall be performed on conductors, cables and equipment, signal oircuitaexceotmd.TesisehaUbennadevvith1OOO-vo|tdigital rnmggerinsulotion neoiatonma tester. All equipment that may be damaged by such hanta shall be disconnected before the tests are nnoUo. Tests shall measure insulation resistance from line to ground. Conductors and cables shall be tested after placement and the completion of the ternninaUono, but before connection to equipment. OUO-volt class circuits and equipment shall be tested. Minimum acceptable values of insulation resistance of circuits and equipment shall be 10 nneQohnno. The Contractor shall provide for the County: the test reports listing test equipment used, person or persons performing the tests, the date tested, the circuits orequipment tested and the results of all taaba. The Project Representative shall witness these tests. Contractor shall notify the Project Representative 48hours inadvance oftesting. END OFSECTION 260051-13 E08444E16 Laurie Werle From: Miles, Dawn «dmi|es@kingcounty.gov» Sent: Friday, February 18'ZO225:0ZPM To: Permits Cc: Dadi'k4ichae| Subject: Frame Rack Permit D19'0G3Extension Request Attachments: Allan Ekberg, Mayor.pdf Hello Building Official, Please confirm receipt of this request. We received the attached letter and are asking for an extension for our Frame Rack Permit: D19-083. We have experienced quite a few issues which have been compounded because of the pandemic. Some of the setbacks include manufacturing, funding, and design, My project manager offered these explanations: 1. One of the main reasons was the difficulty to find a 60-foot Frame Rack manufacturer in the marketplace. Finding areliable Frame Rack manufacturer more time than expected. Z. The need for the bay changes due to the safety factor and convenience for operation on the CSC shop required a design modification and resulting in the need to secure re -approval by the KCM Engineering team. 3. All this delay cost the project about half million dollars and securing additional funding to complete the project required additional time, 4. Prior to the manufacturing and installation of a Frame Rack it is found to be essential to hire a JOC contractor and perform the following scope of work prior and during the Frame Rack delivery to the CSC building at Metro's South Base location. The scope ofwork include: a. Unloading the rack under the direction ofthe manufacturer, b. installing the electrical for the rack and winch. c installing the compressed air for the rack. d. Relocating the bus exhaust hose reel, and e. Demolition old Frame Rack which was red flagged bySafety & Risk Management onJanuary 8' 3018. Please let usknow ifvvecan get this extended another 180 days. I believe the frame rack will be ordered soon, as the funding, I believe is now approved and in place, and think this project can be completed in the next 4-6 months. Thank you so much for your help with this permit and project. Dawn Miles King County King County | Metro Transit Real Property Agent Capital Planning -Transit Real Estate @Environmental (206)263'1437 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 2 City of Tukwila Department of Community Development 2/1/2022 DAWN MILES 201 S JACKSON MS KSC-TR-0431 SEAffLE, WA98104 RE: Permit No. D19-0083 KING COUNTY METRO 12100 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/15/2022. Based on the above, you are hereby advised to: 1) If your project is ready for an inspection login to the City of Tukwila's Online Portal https://tukw- egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/15/2022, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: D19-0083 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development September 16, 2021 DAWN MILES 201 S JACKSON MS KSC-TR-0431 SEATTLE, WA 98104 Extension Letter # 3 DEVELOPMENT Application or Permit Number D19-0083 KING COUNTY METRO - 12100 E MARGINAL WAY S Dear DAWN MILES, Allan Ekberg, Mayor Nora Gierloff, Director This letter is in response to your written request for an extension to your Permit D19-0083. The Building Official, Jerry Hight has reviewed your letter and considered your request to extend the above referenced application or permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through 3/15/2022. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Laurie Werle Permit Technician File No. D19-0083 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 8/2/2021 DAWN MILES 201 S JACKSON MS KSC-TR-0431 SEATTLE, WA 98104 Permit No. D19-0083 KING COUNTY METRO 12100 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every peiu,it issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/15/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/15/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Amy Wardian Permit Technician File No: D19-0083 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 2/9/2021 DAWN MILES 201 S JACKSON MS KSC-TR-0431 SEATTLE, WA 98104 RE: Permit No. D19-0083 KING COUNTY METRO 12100 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/15/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/15/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Laurie Werle Permit Technician File No: D19-0083 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director February 19, 2020 Dawn Miles 201 S Jackson St MS KSC-TR-0431 Seattle, WA 98104 RE: Request for Extension #2 Permit Number D19-0083 Dear Ms. Lee, This letter is in response to your written request for an extension to Permit D19-0083. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through September 15, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D19-0083 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rambo From: Miles, Dawn<dmi|es@Wngnounty.gov> Sent: Monday, February 1O'2OZ04:O4PK4 To: Permits Cc: Lowman, Doug Subject: D19-0083 Frame Rack Project 1133368 Permit Extension Hello Building Official, We would like to extend our permit out for another 180 days from the date it expires which is March 15, 2020. We have had to do a redesign when our original contractor no longer was able to do the work. We are in the process of completing the design, and will be sending it in for approval after that. Please confirm whether or not the permit will be extended. Thank you, Dawn Miles King "�ng County | King County | Metro Transit � Real Property Agent Capital Planning 'Transit Real Estate & Environmental (206) 263'I437 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments orclick links from anunknown nrsuspicious origin. ' � � Request for Permit Extension #Current Expiration Date: 3-1,5--3-020 Extension Request: X Approved for 4a— days J;b RECEIVED CITY OF TUKWIUA FEB 10 2020 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director August 26, 2019 Dawn Miles 201 S Jackson St MS KSC-TR-0431 Seattle, WA 98104 RE: Request for Extension #1 Permit Number D19-0083 Dear Ms. Lee, This letter is in response to your written request for an extension to Permit D19-0083. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through March 15, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D19-0083 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rambo From: Miles, Dawn xdmi|es@kingcnuntygov> Sent-, Tuesday, August 13'2O191O:44AK4 To: Bill Rambo Cc Lowman, Doug Subject: Extension Request for Permit: D19-0083 Frame Rack Project at CSC South Base Hi Bill, Could you please extend our permit for IO0days, and let Jerry Hight know nfthis request? VVeare inthe process of hiring a new manufacturer for constructing the frame rack, currently we are looking for the best suited option on the market, K4yproject managerandcipate»thatthenexviUbemino,changes,andthiswiUneedtosubrnittedh/rvev\evv. When | have the plans available, | will resubmit two set for review, but that is not anticipated to be soon. | will keep you updated regarding this permit and project as we go. Thank you for your help on this. Dawn Miles LM��~" King County | King County ) Metro Transit | Real Property Agent Capital Planning -Transit Real Estate QEnvironmental (206)263'l4]7 Join our Team -- ~Request for Extension # / Current Expiration Date: Ezceookun t: Approved for days Denied (provide explanation) Metro earns top award! CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from anunknown nrsuspicious origin, RECEIVED CITY OF TUKWKUA AUGy � ��0 '—~ ' = ��,w 1 City of Tukwila Department of Community Development 8/5/2019 DAWN MILES 201 S JACKSON MS KSC-TR-0431 SEATTLE, WA 98104 RE: Permit No. D19-0083 KING COUNTY METRO 12100 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/15/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/15/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ai/Letert-vAjc„.1 Kandace Nichols2 Permit Technician File No: Dl9-0083 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0083 PROJECT NAME: King County Metro DATE: 01/27/2021 SITE ADDRESS: 12100 E Marginal Way S Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: $ AV(' Building Division Public Works /12511 n Fire Prevention Structural Planning Division Permit Coordinator GA PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/28/21 Structural Review Required REVIEWER'S INITIALS: DATE: r APPROVALS OR CORRECTIONS: DUE DATE: 03/25/21 Approved Approved with Conditions E Fire Fees Apply E _Tr Corrections Required (corrections entered in Reviews Denied (ie: Zoning Issues n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping D PW 0 Staff Initials: 12/18/2013 PERAT WORD COP' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0083 PROJECT NAME: KING COUNTY METRO SITE ADDRESS: 12100 E MARGINAL WAY S X Original Plan Submittal Response to Correction Lette DATE: 3/8/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Awc-i Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 3/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 4/09/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg J Fire LJ Ping LJ PW LJ Staff Initials: 12/18/2013 PROJECT NAME: SITE ADDRESS: ),Z IOU \ PERMIT NO: lc-o 3 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 oi id,1 lit() 04 ri Of , Summary of Revision: Riot GiitiC f.ti(-7<, .1hcrt'aie e irK bd(- p/a-ts, Received by: (O./ i 0---) g REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1/27/2021 Plan Check/Permit Number: D19-0083 E Response to Incomplete Letter # E Response to Correction Letter # LI Revision # before Permit is Issued Revision # 1 after Permit is Issued E Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # RECEIVED CITY OF TUKWILA JAN 2 / 2021 PERMIT CENTER Project Name: KING COUNTY METRO Project Address: 12100 E MARGINAL WAY S COMPLEX Contact Person: Dawn Miles Phone Number: 206 263 1437 Summary of Revision: Relocate the Frame Rack from Bay 1 (originally permitted) to Bay 5 (Sheets G0.01, A1.01, S1.01) Increase Frame Rack base plates for better distribution of load on existing concrete slab (A1.01, S1.01) Add equipment: Electric Winch and its Cart (A1.01) Add Unistrut Framing Details for utility mounting (A1.01, A3.01) Supplemental Structural Calcs for larger base plates Mechanical, Plumbing, and Electrical drawings are revised accordingly, but not clouded since they will be permitted separately Sheet Number(s): G0.01, A1.01, A3.01 and S1.01 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A Entered in TRAKiT on 041--74 littps://tuktvilawa-my.shiorpoint.corn/personallshana_markstrom_tukwilawa_gov/Documents/Documents/ICORRECTION LETTERS/Revision Submittal Fonn.doc Revised: August 2019 Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries 1 Search L&I Z Index I I pin 1,1,\ "L&I Workplace Rights Trades & Licensing HITT CONTRACTING INC Owner or tradesperson Principals HITT, BRETT R, PRESIDENT MILLAR, JAMES EDWARD, PRESIDENT BARDIN, JEREMY SCOTT, PRESIDENT MUCCI, DREW MICHAEL, VICE PRESIDENT UNTHANK, GARY WAYNE, SECRETARY ROY, KIMBERLY ELIZAETH HYNES, CHIEF EXECUTIVE OFFICER SEARS, SHEILA, MEMBER Doing business as HITT CONTRACTING INC WA UBI No. 602 062 110 2900 FAIRVIEW PARK DR FALLS CHURCH, VA 22042 703-846-9000 Business type Corporation Governing persons BRETT HITT RUSSELL HITT; MICHAEL MCRAE; JAMES MILLAR; GARY UNTHANK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations, Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. HITTCCI863PM Effective — expiration 11/01/2014— 11/01/2020 Bond Travelers Cas and Surety Co of America Bond account no. 466SD6321 $12,000.00 Received by L&I Effective date 12/05/2014 10/10/2014 Expiration date Until Canceled Insurance Hartford Fire Ins Co $2,000,000.00 Policy no. 42CSEQU2291 Help us improve Received by L&I 03/05/2019 Effective date 03/01/2019 Expiration date 03/01/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workerscomp premiums. This company has multiple workers' comp accounts. Active accounts L8,1 Account ID 018,420-02 Doing business as HITT CONTRACTING INC Estimated workers reported Quarter 4 of Year 2018 "21 to 30 Workers" L&I account contact T5 / KRISTEN WATERS (360)902-5592 - Email: POKE235@lni.wa.gov Track this contractor Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been Issued against this contractor. Workplace safety and health No inspections during the previous 6 year period, Washington State Dept. of Labor & Industries, Use of this site is subject to the laws of the state of Washington. Help us improve TYP SECTION AND DETAIL REFERENCING SYSTEM (1) THE SECTION IS CUT ON DRAWING A101: SECTION LETTER ELEVATION LETTER A � .01 A3.01\` DRAWING ON WHICH SECTION/ELEVATION APPEARS. (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: SECTION LETTER SECTION DRAWING ON WHICH SECTION WAS SCALE: A1.01' TAKEN. (3) DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE 1. PROVIDE AND INSTALL NEW 10'-6" W X 61'-6" L X 1'-11" H STEEL FRAME RACK INTERNATIONAL BUILDING CODE AND THE LATEST EDITION OF THE WITH (4) 55-TON 14 FT. TALL AND (2)15-TON 8 FT. TALL PULLING TOWERS, 40K JURISDICTIONAL BUILDING CODE AND AMENDMENTS. A COPY OF THE APPROVED LBS ELECTRIC WINCH, ROLLING CART FOR ELE G AND ALL OTHER PLAN, MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ACCESSORIES LISTED IN THE EQUIPMENT LIST BAY 5 OF HE EXISTING COMPONENT SUPPLY CENTER BUILDING 2. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL BUILDING UTILITY LOCATIONS SHOWN AND TO 2. THE FRAME RACK WILL BE ANCHORED TO THE EXISTING SLAB AS SHOWN ON FURTHER DISCOVER AND AVOID HARM TO ANY OTHER BUILDING UTILITIES NOT STRUCTURAL DRAWING SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 3. PROVIDE AND INSTALL ELECTRIC/HYDRAULIC PUMP FOR THE OPERATION OF THE FRAME RACK. 3. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS REQUIRED TO PROTECT EXISTING BUILDING UTILITIES, EQUIPMENT OR BUILT-IN FURNISHINGS REMAINING 4 COMPRESSED AIR AND ELECTRICAL LINES FOR THE PUMP WILL BE PULLE IN THE WORK AREA DURING CONSTRUCTION. FROM EXISTING LINES IN THE BUILDING - SEE MECHANICAL AND ELECTRL L DRAWINGS. 4. - THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO START OF WORK. 5' ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY, OFF SITE. LEGAL DESCRIPTION PARCEL DATA Lots 22, 23, 24 and that portion of Lot ZS of Bennett's Interurban PARCELNUMBER :734060-0421 Tracts unrecorded, lying North of a line S0 feet South of the North line NAME :KING COUNTY -TRANSIT of Government Lot 15 of said Section 10, and Lots 17, 18, 19„ 20, 21, 22, and the Riverside Stone Quarry of Riverside Interurban Tracts, as recorded SITE ADDRESS :12000 EAST MARGINAL WAY S. WA 96168 in Volume 10 of Plats on page 74, records of King County and River Street JURISDICTION :TUKWILA as vacated by Superior Court Cause No. 663488, all lying Southwesterly of LEVY CODE :2413 Primary State Highway No. 1, Foster Interchange to South 118th Street, as RTYTYPE :C established by Warranty Deed, King County Auditor's File No. 5884778„ and pPROPEROPSLAT T/UNIT# :17THRU22& Superior Court Cause No. 646846 and Northeasterly of East Marginal Way South as established -by Superior,Court Cause 646697, 646846 and 646939 QUARTER -SECTION and that portion deeded to King County by Quit Claim Deed as recorded under TOWNSHIP -RANGE :SWA0-23-4 VICINITY MAP NOT TO SCALE SNOHOMISH CO._ _ KENMORE BOTHELL KING CO. 5 ® 405 DUVALL V 99 522 mz Q 1�IRKLAND -may r" REDMOND 203 520 Szo A C®NA' MEDINA tl S ATTLE BELLEVUE LAKE a SAMM. WASHINGTON 202 90 9 _ FALL CITY 5 PRON SNOQI .o so9 405 9W ISSAQUAH C 90 m a RENTON 518 99 269 18 VASHON G ILA ISLAND Q DE5 181 167 OINES O ®MAPLE K PROJECT VALLEY VICINITY \ ALGONA \ - PACIFIC ® KING CO. PIERCE ISSUED FOR BID I 112t2l/20201 Q 100% DESIGN SUBMITTAL AFTER 7/16/20 FIELD VERIFICATION 712412020 Q 100% DESIGN SUBMITTAL 06/10/2020 No. REVISION BY APP'D DATE 5. RELOCATE EXISTING OVERHEAD EXHAUST HOSE REEL AS INDICATED IN DRAWINGS. 6. PROVIDE A PAIR OF (2) SECTIONS REMOVABLE RAMPS TOTALING 20 FT LONG AS SHOWN IN THE DRAWING. 7. ALL WORK IS INSIDE EXISTING BUILDING - NO SITE WORK. THERE IS NO OCCUPANCY OR USE REVISION. THERE IS NO AREA INCREASE, BLDG HEIGHT INCREASE, NOR OCCUPANCY INCREASE. THERE IS NO ALTERATION TO ANY OF THE BUILDING ENVELOPE NOR WILL ANY NEW INTERIOR. THERE ARE NO ALTERATIONS TO THE EXISTING FIRE SPRINKLER, FIRE ALARM, PLUMBING, MECHANICAL OR ELECTRICAL SYSTEMS, EXCEPT FOR THE WORKS STATED ON NOTE #4 & #5 ABOVE. CONTRACTOR STAGING AREA IN FRONT OF BAY-5 DOOR. DO NOT BLOCK ACCESS TO OTHER DOORS OR DRIVEWAYS MAINTAIN 5 FT WIDE CLEAR EXIT PATH IN FRONT OF EXISTING MAN DOOR AREA OF WORK 60 FT YARD FRONTAGE (IBC 507.5) TDC CSC Frame Rack Component Supply Center SEPARATE PERMIT RFur Mechanical _ _. _IRED FOR: 1� Electrical South Base I d Plumbing Gas Piping j City of Tukwila ;^,^< BUILDING DIVISION FED 1 1 2 21 Cily e TI angel shall be made to Tukwila, WA 98168 om wltndul prior approval d1 lao v Division. ra! may PROJECT CONTACT PERMITTING/AGENCIES CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD #100 TUKWILA, WA 98188 PHONE : (206) 431-3670 WEBSITE : http:(/www.TukwilaWA.gov OWNER KING COUNTY KING CO METRO - COMPONENT SUPPLY CENTER 12200 E. MARGINAL WAY S. TUKWILA, WA 98225 CONTACT(S) : RUSSELL DARBY, CONSTRUCTION MGR PHONE : (206) 477-7688 EMAIL : Russell.Darby@l(ingrounty.gov ARCHITECT STUDIO MENG STRAllARA 2001 WESTERN AVENUE, SUITE 200` SEATTLE, WA 98121 CONTACT(S) : DENNIS ERWOOD, PRINCIPAL IN CHARGE LUKAS SHU, PROJECT MANAGER PHONE : (206) 567-3797 EMAIL : derwood@studioms.com, Ishu@studioms.com STRUCTURAL MLA ENGINEERING 1424 FOURTH AVENUE, SUITE 815 SEATTLE, WA 98101 CONTACT(S) : MICHAEL S. LEONARD PHONE : (266) 264-2727 EMAIL : mieonard@mlaengineedng.com MECHANICAL ENGINEER FSi CONSULTING ENGINEERS 506 SECOND AVENUE, SUITE 700 SEATTLE, WA98104 CONTACT(S) : ANDY LANGDON PHONE : (206) 622-3321 EMAIL : andyl@fsi-engineers.com ELECTRICAL ENGINEER ELCON ASSOCIATES, INC. 16300 CHRISTENSEN ROAD, #330 SEATTLE, WA 98188 CONTACT(S) : DEAN RALPHS PHONE : (206) 243-5022 EMAIL : dralphs@elcon.com 3 .5''- fix" $• � i K ��4`i'�': f, AFF ABOVE FINISH FLOOR (E) EXISTING I BLDG BUILDING MAX MAXIMUM 4 C.A COMPRESSED AIR MIN MINIMUM yw CLR CLEAR OC ON CENTER FT FOOT, FEET TYP TYPICAL S t u d I om B� I FIL® DESIGNED: L. SHU CXS APPROVED: E G , Vq tNo. / 61 11 REGISTERED Klan rev t Q to ettols and AR T DRAWN: LIM T /� p q S RAZZ/"'�I'�A s does ondoamemdeor cane or HU CK.P 1 mpt autho adopted finance eCdt_ rQ Field Copy and ,a, �tingwVllltitj/ CHECKED BY PROJECT NO: ARCHITECTURE 2001WestemAve, 5uke200 = ConQlonStaWKMtedgw: BY C�'�1�"-1 SrATEOFtlYASF@t1GTG41 V.4s 1133368 Departmentof PLANNING Seattle, WA USA 980 zo65arntel Date;_ ( 1')/xl I D.ERWOOD CHECKEDBY CONTRACTNO: Transportation CONSULTING wwwsWdWmscom BUILDING DIVISION C01487C20 P D.LOWMAN DRAWING SHEET INDEX SHEET DRAWING # DESCRIPTION 1 G0.01 COVER SHEET, LOCATION MAP, AND GENERAL PROJECT INFORMATION 2 A1.01 ARCHITECTURAL FLOOR PLAN 3 A3.01 SECTION AND ELEVATION 4 S1.01 STRUCTURAL PLAN, NOTES AND DETAILS 5 M1.01 HVAC FLOOR PLAN REVISION NO. 6 P1.01 PLUMBING FLOOR PLAN RECEIVED 7 P3.01 PLUMBING DETAILS CITY OF TUKWILA. 8 E1.01 ELECTRICAL PLAN JAN 2 7 2021 9 E1.02 DETAILS PERMIT CENTER 10 E1.03 ONE -LINE DIAGRAM 11 E1.04 PANEL SCHEDULES AND CALCULATIONS CODE 114FORMATION APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE AND WAC AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE AND WAC AMENDMENTS 2015 INTERNATIONAL FIRE CODE AND WAC AMENDMENTS 2015 UNIFORM PLUMBING CODE AND WAC AMENDMENTS 2017 NATIONAL ELECTRICAL CODE (NFPA 70) AND WAC AMENDMENTS CODE ANALYSIS THE DATA BELOW IS FOR INFORMATION ONLY. AS DESCRIBED IN THE PROJECT DESCRIPTION NOTE 7 ABOVE, THIS PROJECT DOESNT ADD ANY AREA, BLDG HEIGHT, OCCUPANTS, OR REVISE ANY CURRENT USE OF THE BUILDING. ALL WORK ARE INSIDE THE BUILDING. NO SITE IMPROVEMENT OCCUPANCY TYPE (IBC 311.2) : S-1 (MOTOR VEHICLE REPAIR GARAGE) CONSTRUCTION TYPE (IBC 602.2) :11-B FULLY SPRINKLERED ALLOWABLE BUILDING HEIGHT (TABLE 504.3) : 75 FT ACTUAL BUILDING HEIGHT : 26 FT - LESS THAN ALLOWABLE - OK ALLOWABLE NUMBER OF STORIES (TABLE 504.4) : 3 ACTUAL NUMBER OF STORIES :2 - LESS THAN ALLOWABLE - OK UNLIMITED AREA BUILDING (IBC 507A) : THIS BUILDING IS QUALIFIED FOR UNLIMITED BLDG AREA PER IBC 507.5. SEE LOCATION MAP FOR 60 FT YARD FRONTAGE. ACTUAL BUILDING AREA :101,721 SF METRO TRANSIT DIVISION TDC CSC Frame Rack Dec 21, 2020 Component Supply Center - SOUTH BASE COVER SHEET DRAWING NO: LOCATION MAP G0.01 GENERAL PROJECT INFORMATION SHEET NO: OF If 11 *MOO (513 I D r�+ .� � I I S a s I a H - a S KEYPLAN m 3 � e o a I_L E � a `m c m T (D m �n 'S N m 0 LL o � a N� o o. m U — n Y oM —NEW REMOVABLE RAMPS SEE B/A1.01. RAMP UP GENERAL NOTES 2 3 4 5 6 1. REFER TO GENERAL NOTES AND PROJECT DESCRIPTION ON COVER SHEET GO.01. 2. REFER TO OTHER DRAWINGS ON THIS SET AND SPECIFICATIONS FOR A COMPLETE WORK. BODY SHOP i I I I ! 3. ALL UNISTRUT USED SHALL BE PRE -GALVANIZED CARBON STEEL: A 653 GRADE 33, AND FACTORY PRIMED. 4. PAINT ALL NEW METAL AND EXISTING METAL AFFECTED BY CONSTRUCTION, SUCH AS BUT NOT LIMITED TO UNISTRUTS, NEW ELECTRICAL SWITCH METAL STUD BRACING, ELECTRICAL CONDUITS, COMPRESSED I E FOR NEW AIR PIPE WITH 1-COAT OF SHERWIN WILLIAMS PRIMER MEETING WINCH.BOXIRE E ELECACLE WINCH. SEE ELEC DRAWINGS. . MPI #107 AND 2-GOATS OF SHERWIN- WILLIAMS PAINT MEETING MPI #153, SEMI GLOSS. PAINT TO MATCH EXISTING COLOR. 61'-6' CONTRACTOR TO GET A COLOR CHIP FROM THE SITE FOR PAINT MATCHING. FOLLOW PAINT MANUFACTURER STANDARD FOR — — — — —------- — — — — — — — — — — — — SUBSTRATE PREPARATION PRIOR TO APPLYING PRIMER AND NEW 62 FT NOMINAL FRAME RACK DECK I -- ( PAINT. (3) 20'-6" SECTIONS. (6) NEW FRAME RACK PULLING o 0 5. FRAME RACK, PULLING TOWERS, AND RAMPS SHALL BE FACTORY s�o REFER TO STRUCTURAL FOR ANCHORING TOWERS [ (4) 55 TON & (2)15-TON ] � m M PAINTED PER MANUFACTURER STANDARD. COLOR TO BE "GUSTO Z FRAME RACK TO CONCRETE SLAB 'Z SHERWIN WILLIAMS GOLD - SW 6904". EXISTING FLOOR DRA S a ELECTR IC CAPACITY. ROLL[H (NOT OU SHO'V� N) AND ATTACHMENT TO I = FRAMGNED AND15 F_j-` TON ENGINRACK MFR. o F_ I 1 PROPOSED LOCATION OF ELECTRIC/HYDRAULIC PU P 12'-0' SECTION RAMP MI" I FOR THE FRAME RACK. EXACT LOCATION MAY BE — — ADJUSTED IN THE FIELD. �a COMPRESSED AIR AND ELECTRICAL LINE FOR A3.01 a { ELECTRIC/HYDRAULIC PUMP CONNECTION - REFER T DETAIL D/A3.01, PLUMBING AND ELECTRICAL DRAWIN S. I Z RELOCATE EXISTING OVERHEAD VEHICLE EXHAUST DOSE REEL TO LOCATION AS SHOWN (ATTACH TO EXISTING I STEEL STRUCTURE_ ON GRIDLINE G). SEE STRUCTURAL, ! I MECHANICAL, AND ELECTRICAL DRAWINGS FOR MORE INFORMATION.I I I i t . ---- EXISTING FRAME RACK - NO WORK I I I I I I I I i t i t I I I I I Z I I I l y' FLOOR PLAN �� a 2 o a s �DSTOM SCALE: 1/4" = V-0" A1.01 I SCALE IN FEET ENT SUPPLY CENTER F 3 V ;n v �N1 � o ISSUED FOR BID m o 100% DESIGN SUBMITTAL AFTER 7/16/20 FIELD VERIFICATION v v + 100% DESIGN SUBMITTAL W p Y a w ¢ a No. REVISION >axg z o I � M NEW ELECTRICAL SWITCH BOX AND NEW G.A HOSE REEL ON THE SOUTH SIDE, NITH UNISTRUT FRAMING - SEE �1 I DETAIL DIA3.01, PLUMBING AND ELEC ( i j DRAWINGS. W ! I I I! l I i t I I i i I I 0 l Z ! ! d 1 i U LEI Z U_ l.L i HEAVY DUTY STEEL SPRING LOADED REMOVABLE RAMPS. RAMPS SHALL BE RATED TO SUPPORT 65,000 LBS VEHICLE RECEIVED CITY OF TUKWIL�'_ JAN 2 7 2021 PERMIT CENTER (�)u U Ll 8'-0' SECTION 12'-0' SECTION REMOVABLE RAMP ELEVATION 2 1 0 r � l 2 a i(CUSTOM) SCALE: 1/2" = 1'-0" A1.01 SCALE IN FEET J I J M E G STRAZZARA - - - ISTERED T *S-rAI-E DESIGNED: L. SHU APPROVED: y �Ing County METRO TRANSIT DIVISION TDG CSC Frame Rack Component Supply Center - SOUTH BASE DA Dec 21, 2020 DRAWN: HU « 12/21/2020 CHECKED BY PROJECT NO: DRAWING NO: 7/24I202O ARCHITECTURE 2001WesternAve„Suite 200 Seattle, WA USA 98721 206 587 3797 tel PLANNING CONSULTING WWW.StDfJiOfl15.COR1 - "' ASMGTON D.ERWOOD ��£ 1133368 Department of Transportation FLOOR PLAN i A1.01 06/1012020 BY APP'D DATE CHECKED BY D. LOWMAN CONTRACT NO: C01487C20 SHEET NO: OF 2 11 t E � CL EXISTING OVERHEAD HEATER NEW FRAME RACK PULLING TOWERS (4 TALL TOWERS AND 2 SHORT TOWERS) ! | | | | — ----T-----------------—————————F-—————————————————————— — — — — — — — — — — — — — — — — — — — — — -- | ' F—� ' BOTTOM opEXISTING NOTES 1. REFER TO GENERAL NOTES, PROJECT DESCRIPTION ON COVER SHEET GO.01, AND GENERAL FLOOR PLAN NOTES ON SHEET 2. REFER TO OTHER DRAWINGS IN THIS SET FOR A COMPLETE WORK, | PHOTO OF (E)MT|ITY U EXISTING CONCRETE SLAB SLOPES TO \-4— EXISTING DUCTWORK EXISTING FLOOR DRAINS. PROVIDE STEEL SHIMS PER FRAME RACK MANUFACTURER TO PROPOSED LOCATION OF ELECTRICIHYDRAULIC PUMP FOR ENSURE FRAME RACK IS INSTALLED PLUMB AND LEVEL. -T THE FRAME RACK. EXACT LOCATION NEW 62 FT NOMINAL FRAME RACK DECK MAY BE ADJUSTED IN THE FIELD. NEW REMOVABLE RAMPS ELECTRIC WINCH 40K LBS CAPACITY. SEE B/A1.01. ROLLING CART FOR WINCH (NOT (3) 20'-6- SECTIONS. SHOWN) AND ATTACHMENT TO FRAME RACK TO BE DESIGNED AND I ENGINEERED BY FRAME RACK MFR. SCALE IN FEET B A EXISTING STEEL PIPE SUPPORT SUSPENDED FROM STRUCTURE ABOVE r NEW ELEC CONDUIT - SEE ELEC DWGS EXISTING STEEL PIPE SUPPORT SUSPENDED FROM PAINT UNISTRUTS, ELECTRICAL CONDUITS, AND 0 STRUCTURE ABOVE NEW COMPRESSED AIR PIPE - SEE PLUMBING DWGS RAL NOTE 4 ON COMPRESSED AIR PIPE PER GENE I EXISTING LOW PRESSURE COMP. AIR PIPE EXISTING HIGH PRESSURE COMP. AIR PIPE LLJ DRILL EXISTING STEEL ANGLE FOR NEW 1,---EXISTING COMPRESSED AIR HOSE REEL. COMPRESSED AIR (C.A) PIPING PENETRATION. 1! U) SEE PHOTO ON THIS SHEET EXISTING CONCRETE SLAB SLOPES TO EXISTING COMPRESSED AIR HOSE REEL. EXISTING FLOOR DRAINS. PROVIDE STEEL EXISTING L 5X3 NEW ELEC CONDUIT SEE ELEC DINGS SHIMS PER FRAME RACK MANUFACTURER U) F- '�-- TO ENSURE FRAME RACK IS INSTALLED A PLUMB AND LEVEL. VERT STRUTS (SOUTH SIDE). IN -PLANE DIAGONAL STRUT BRACE. ATTACH ONE TO —NEW COMPRESSED AIR PIPE -SEE PLUMBING DWGS VERT STRUTS (SOUTH SIDE). NEW STEEL CHANNEL C9x2O FOR NEW HOSE REEL IN -PLANE DIAGONAL STRUT BRACE. ATTACH ONE TO ATTACHMENT. CHANNEL LENGTH AS REQ'D FOR A NEW ELECTRICAL SWITCH BOX. SEE ELEC DRAWINGS. VERT STRUTS (SOUTH SIDE). FUNCTIONAL HOSE REEL NEW STEEL CHANNEL C9x2O FOR NEW HOSE REEL L DOUBLE HORIZONTAL UNISTRUT CHANNELS @ TOP. DOUBLE HORIZONTAL UNISTRUT CHANNELS @ TOP. ATTACHMENT. CHANNEL LENGTH AS REUD FOR A FUNCTIONAL HOSE REEL NEW COMPRESSED AIR VALVE. LOCATE VALVE AT EW 62 FT NOMINAL FRAME RACK DECK APPROXIMATELY 6-6"AFF BEHIND NEW C.A HOSE REEL. NEW COMPRESSED AIR VALVE. LOCATE VALVE AT 3) 2V-6'SECTIONS] AND (6) ROLLING NEW COMPRESSED AIR (C.A) HOSE REEL. SEE PLUMBING APPROXIMATELY 5-6"AFF BEHIND NEW CA HOSE REEL. OWERS DRAWINGS FOR CONNECTION TO EXISTING CA PIPE. NEW COMPRESSED AIR (C.A) HOSE REEL. SEE PLUMBING DRAWINGS FOR CONNECTION TO EXISTING CA PIPE. EFER TO STRUCTURAL FOR ANCHORING RAME RACK TO CONCRETE SLAB NEW ELECTRICAL SWITCH BOX. SEE ELEC DRAWINGS. IN -PLANE DIAGONAL STRUT BRACE, ATTACH ONE TO ROVIDE PULLEY SHEAVES ON FRAME TWIST -LOCK RECEPTACLE. SEE ELEC DRAWINGS. MOUNT CK AND RAMPS AS NECESSARY TO VERT STRUTS (NORTH SIDE). BOTTOM OF RECEPTACLES AT APPROXIMATELY 4 FT AFF LLOW 34'SYNITHETIC ROPE FROM WINCH 0 GLIDE FREELY WITHOUT RUBBING THE IN -PLANE DIAGONAL STRUT BRACE. ATTACH ONE TO (2) OUT -OF -PLANE STRUT DIAGONAL BRACES. ATTACH RAME RACK AND RAMPS — VERT STRUTS (NORTH SIDE). ONE TO BACK OF EACH VERT STRUT, SAME CONCRETE FIDD Z-15' kCH ANCHORAGE REQUIREMENTS AS THE VERTICALS. 14ETE P1 OOOT UNISTRUT SYSTEM ATTACH TO BOTTOM OF of iut"pf!', RECEIVE t HIT -RE 500 V3 EPDXY. PROVIDE SHOP DRAWINGS CITY OFTUK� LO 010 _C0 EXISTING L5X3 AT THE TOP, AND ANCHOR TO EXISTING CONCRETE SLAB AT THE BOTTOM WITH ELEVATION FACING NORTH UNISTRUT FRAMING SECTION A -A FACING EAST SECTION B-B FACING EAST PERMIT CENT FRAME RACK SCALE IN FEET ICALE: -01, A3.01 SCALE IN FEET METRO TRANSIT DIVISION 61841 REGISTER L. SHU ec 2020 ED MENG RE : TDC CSC Frame Rack AR T Component Supply Center - SOUTH BASE ISSUED FOR BID 212112020 STRAZZARA 1, �,- +-SHU LIM 100% DESIGN SUBMITTAL AFTER 7/16/20 FIELD VERIFICATION 7/24/2020 DF CHECKEDBY PROJECTNO: nty DRAWING NO: 100% DESIGN SUBMITTAL 6/10/202;0 S..tti., �A USA 98121 D. ERNOOD Department of ELEVATION AND SECTION A3.01 PLANNING 206 5- 3— tel CHECKED BY CONTRACT NO: Transportation SHEET NO.' OF No. REVISION By APFD DATE CONSULTING �.studioms.com x In i nMAAM C01487C20 q%1 fA mtrom I F 2 I I II I I I I I I I _ L--—————--------T -- -- y FILL EXISTING CORE -- ' `•` r — — — "( IN SLAB WITH NON I L l SHRINK GROUT f1 III I 1 4 I FRAME RACK BASE PLATE NEW FRAME RACK DECK I (TYP OF In MIN DIMENSION DER FRAME ----------- -- ------MANUFAGTURE�------- — — — — — — — — — — — — — ---------------- FRAME RACK END BASE PLATE (TYP OF 2). LOCATE PER 1 FRAME MANUFACTURER. RELOCATE EXAUST HOSE REEL PER 3/S1.01 T I i I F--- HILTI HIT -RE 500 V3 AND 7/8" 0 HAS-R 3,16 SS ANCHOR W/ 3 1/2" EMBED THROUGH 1" 0 HOLE. DO NOT CUT EXISTING REBAR. IF THERE IS A 16 KIP MAX, TYR, CONFLICT WITH EXISTING REBAR AT A POINT LOAD HOLE LOCATION IN THE BASE PLATE, A REACTION PER NEW HOLE WILL NEED TO BE DRILLED BASE PLATE. (8 IN THE BASE PLATE, OR ONLY ONE KIPS MAX AT BOLT INSTALLED IN THE BASE PLATE. END PLATES). BASE PLATE PER r RACK MANUFACTURER—, I I { I I I I I { I I { i PARTI L PLAN SCALE: S _ J (4) 4" DX / FASTENERS NON -SHRINK GROUT AS REQUIRED TO LEVEL AND PROVIDE UNIFORM BEARING ON CONCRETE (4) -1" DX KEYPLAN 0 A 1 1° MI COMPONENT SULPLYCENTER 2'-8" TYP (10" AT END PLATES) BASE PLATE SIZE & ANCHORAGE .DETAIL SCALE: S1.01 - st u d i OMENG S I iCJ`1ZZ/''`>RA ARCHITECTURE 2001 Western Ave., Suite 200 wattle, WA USA98121 PLANNING 206s873797tel CONSULTING www.studioms=m ISSUED FORBID SMB ML 12/21/2020 100% DESIGN SUBMITTAL SMB ML 06/03/2020 No. REVISION BY APP'D DATE 69 EXISTING W12 EXISTING TAPERED STEEL GIRDER EXISTING EXHAUST HOSE RELOCATED TO MAIN BEAM 4" METAL STUD BRACE (20 GAGE MIN) EACH SIDE HOSE RACK i CI= 3 �; 3 (8) ' DX FASTENERS—" (4) #12 SDS EA SIDE 4" METAL STUD BRACE (400S162-33, TYP) PAINT PER ARCHITECT EXHAUST ROLL ATTACHMENT AND BRACING DETAIL SCALE: 1 1/2" = 1'-0" S1.01 1424 FOURTH AVE, SUITE 415 SEATTLE, WA 98101 P: (206) 264-2727 i METAL STUD TRACK TO MATCH EXISTING STUD WIDTH (6) #12 SIDS II C4=1 01121 DESIGNED: S BAXTER MLEONARD JIrfZ D. LOWMAN STRUCTURAL GENERAL NOTES THESE NOTES SHALL APPLY UNLESS NOTED OTHERWISE ON THE DRAWINGS. SUBSTITUTIONS: SUBMIT SUBSTITUTION REQUESTS PER THE PROCEDURES IN THE SPECIFICATIONS WITH APPLICABLE ICC REPORTS TO THE ARCHITECT AND DESIGN AND CONSTRUCTION CRITERIA STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO DETAILING, FABRICATION AND ERECTION. ADDITIONAL ENGINEERING CALCULATIONS AND GOVERNING BUILDING CODE: DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DETAILS, PROVIDED BY A STRUCTURAL ENGINEER LICENSED IN THE PROJECT REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, THE SITE STATE, MAY BE REQUIRED OF THE CONTRACTOR FOR SUBSTITUTIONS THAT PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS ARE NOT SIMILAR TO THE SPECIFIED PRODUCTS AND CONFIGURATION. REFERENCED BY THE BUILDING CODE. IN CASE OF CONFLICTING REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. CONCRETE PRIMARY REFERENCE STANDARDS: REFERENCE STANDARDS: ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE ACI AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS FOR 7-10 STRUCTURAL CONCRETE, ACI 318-14 ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ICC INTERNATIONAL CODE COUNCIL ACI AMERICAN CONCRETE INSTITUTE, CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES, ACI 350-06 DESIGN LOADS: NON -SHRINK GROUT: NON -SHRINK GROUT SHALL BE FURNISHED BY AN ORIGINAL FLOOR DESIGN LOAD: H-20 OR 175 PSF (PER ORIGINAL DWGS) APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT NOTE: MAX POINT ON EXISTING FLOOR IS 16 KIPS ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE MINIMUM FRAME DEAD LOAD: PER MANUFACTURER, 63,000LBS MAX 28-DAY GROUT COMPRESSIVE STRENGTH SHALL BE 6000 PSI, UNLESS NOTED MAX BUS DEAD LOAD: 65,000LBS OTHERWISE. GROUT SHALL HAVE A W/C RATIO OF 0.35 OR LESS. SEISMIC LOAD: POST -INSTALLED DRILLING: HOLES FOR INSTALLING REINFORCING BARS, BOLTS, SEISMIC DESIGN FOR NON-STRUCTURAL COMPONENTS (RACK FRAME) THREADED RODS AND INSERTS INTO CONCRETE SHALL BE DRILLED BY THE ICC SITE CLASS - D APPROVED DRILLING METHOD FOR THE ANCHOR. SCAN SLAB TO LOCATE RISK CATEGORY - II EXISTING REINFORCING PRIOR TO DRILLING. DO NOT CUT EXISTING SPECTRAL RESPONSE ACCELERATION, Ss -1.509 REINFORCING. SPECTRAL RESPONSE ACCELERATION, S1- 0.566 SEISMIC IMPORTANCE FACTOR, Ip -1.0 ADHESIVE ANCHORS AND EPDXIED REINFORCING BARS: PLACEMENT AND COMPONENT AMPLIFICATION FACTOR, AD -1.0 CURING SHALL BE CONDUCTED WITH CONCRETE AND AIR TEMPERATURES COMPONENT RESPONSE MODIFICATION FACTOR, RID -1.5 ABOVE 50 DEGREES. APPLY EPDXY ONLY TO CLEAN, DRY CONCRETE. PROVIDE SPECTRAL RESPONSE COEFFICIENT, SDS -1.006 POSITIVE PROTECTION SO DOWELS ARE NOT DISTURBED DURING THE CURING SPECTRAL RESPONSE COEFFICIENT, SDI -0.566 PERIOD. DESIGN FORCE COEFFICIENT, FP - 0.302W ADHESIVE ANCHORS AND REINFORCING BARS SHALL BE EPDXIED INTO USE OF DRAWINGS CONCRETE WITH HILTI HIT -RE 500V3 ADHESIVE OR APPROVED EQUIVALENT. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ICC REPORT ESR-3814. USE OF DRAWINGS AND COORDINATION: USE STRUCTURAL DRAWINGS IN ADHESIVE ANCHOR RODS SHALL BE HILTI HAS-R 316 SS THREADED RODS, OR CONJUNCTION WITH ARCHITECTURAL, CIVIL, MECHANICAL AND OTHER DRAWINGS APPROVED EQUIVALENT, UNLESS NOTED OTHERWISE. FOR BIDDING AND CONSTRUCTION. COORDINATE WORK AND VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BETWEEN TRADES. NOTIFY KING COUNTY EQUIPMENT ANCHORAGE BY CONTRACTOR AND COMPLY WITH EQUIPMENT PROJECT REPRESENTATIVE OF DISCREPANCIES PRIOR TO CONSTRUCTION. MANUFACTURER'S SPECIFICATIONS. UTILIZE AFORE MENTIONED STRUCTURAL DRAWING SCALE: NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED EPDXY ANCHORS. SUBMIT SIGNED STAMPED DESIGN CALCULATIONS BY WA P.E. DIMENSIONS - DO NOT SCALE DRAWINGS. COLD FORMED METAL FRAMING EXISTING CONDITIONS: INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT REFERENCE STANDARDS: (USE VERSION REFERENCED BY GOVERNING CODE. GUARANTEE OF ACCURACY. VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND IF NOT REFERENCED BY GOVERNING CODE, USE LATEST EDITION) CONDITIONS IN THE FIELD PRIOR TO COMMENCING ANY WORK. REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER'S AISI AMERICAN IRON AND STEEL INSTITUTE, NORTH AMERICAN REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL WRITTEN DIRECTION FROM THE OWNER'S REPRESENTATIVE. STRUCTURAL MEMBERS, AISI S100, WITH SUPPLEMENT 1, DATED 2010 MEANS AND METHODS AISI AMERICAN IRON AND STEEL INSTITUTE, NORTH AMERICAN STANDARD FOR COLD -FORMED STEEL FRAMING - GENERAL PROVISIONS, AISI S200 MEANS AND METHODS: THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED MATERIAL PROPERTIES: 16 GA AND HEAVIER COLD -FORMED STRUCTURAL FOR SAFELY CONSTRUCTING ALL WORK. TRACKS, STUDS AND JOISTS SHALL BE FORMED FROM ASTM A653, STEEL WITH A MINIMUM Fy = 50 KSI. ALL 18 GAGE AND LIGHTER COLD -FORMED STRUCTURAL JOBSITE SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A TRACKS, STUDS AND JOISTS SHALL BE FORMED FROM ASTM A653, WITH A SAFE PLACE TO WORK AND FOR MEETING THE REQUIREMENTS OF ALL APPLICABLE MINIMUM Fy = 33 KSI. ALL STUDS, TRACKS AND JOISTS SHALL BE GALVANIZED. JURISDICTIONS. EXECUTE WORK IN A MANNER THAT PROVIDES FOR THE SAFETY OF STUDS,RUNNERS (TRACK), BRACING AND BRIDGING SHALL BE MANUFACTURED PERSONS AND ADJACENT PROPERTY AGAINST INJURY AND DAMAGE DUE TO FALLING PER ASTM SPECIFICATION C 955 AND GALVANIZED WITH G60 COATING PER ASTM DEBRIS AND OTHER HAZARDS IN CONNECTION WITH CONSTRUCTING THE WORK. A653. SUBMITTALS FASTENINGS: FASTENINGS SHALL BE AS SHOWN ON THE DRAWINGS. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE FASTENINGS NOT SHOWN SHALL BE AS RECOMMENDED BY THE OWNER'S REPRESENTATIVE AND ENGINEER -OF -RECORD PRIOR TO ANY FABRICATION MANUFACTURER, MINIMUM CONNECTIONS SHALL BE ACCOMPLISHED WITH OR CONSTRUCTION. DIMENSION AND QUANTITY VERIFICATION ARE THE SELF -DRILLING SCREWS (MINIMUM (2) NO.8-18 IN EACH MEMBER) OR WELDING CONTRACTOR'S RESPONSIBILITIES AND ARE NOT REVIEWED BY THE ENGINEER OF (MINIMUM,1/8" x 1" FILLET WELDS), AT THE TOP AND BOTTOM OF THE RECORD. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO RESPECTIVE MEMBERS WEB. REVIEW BY THE ENGINEER OF RECORD. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS SPECIAL INSPECTIONS ARE DISCOVERED, EITHER PRIOR TO OR AFTER THE ENGINEER PROCESSES THE INSPECTION OF ANCHORS POST INSTALLED IN HARDENDED CONCRETE SHOP DRAWING SUBMITTALS, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL MEMBERS: EPDXY ANCHORS TO BE PERIODICALLY INSPECTED PER ACI318:17.8.2, CONTROL AND SHALL BE FOLLOWED. AND IBC TABLE 1705.3. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION OF REQUIRED SUBMITTALS: ANCHORS SHALL BE INCLUDED MANUFACTURER'S ESR REPORT. REQUIRED SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: RECEIVED RACK FRAME (NOTE: SUBMITTAL TO INCLUDE MAXIMUM REACTIONS ON FLOOR. CITY OF TUKV%IILI' RACK WEIGHT SHALL NOT EXCEED MAX LOADS LISTED UNDER DESIGN LOADS JAN 2 / 2021 UNLESS APPROVED BY FOR PRIOR TO INSTALLATION) CONCRETE GROUT MIX PrRilgiT� rL , APPROVED: D METRO TRANSIT DIVISION DEG21,202a - A TDC CSC Frame Rack Component Supply Center - SOUTH BASE King County PROJECTNO: DRAWINGNO: 1133368 Department of Transportation STRUCTURAL PLAN, NOTES AND DETAILS S1.01 CONTRACTNO: C014KC20 SHEEiNO: OF 4 l 11 2 SAY 4 I I I I a I i - BAY 5 I I I L I (ga _ �I 4 I , I I� BAY 6 o I II o �S I G (7 T � J KEYPLAN o a COMPONENT SUPPLY CENTER U rn i; Y oa S ti� N LL � LL rn �a d m om :E; 22 —a g E � Yio 3 c Q .�qW¢ o N ISSUED FOR BID cm� Q 100% DESIGN SUBMITTAL AFTER 7/16120 FIELD VERIFICATION Q g oo�uu Y � 100%DESIGN SUBMITTAL p w ¢ No. REVISION ( I ( I Pq I f I 1 1 1 I I I I II I i I I I I I I I I I I I I L1J HVAC FLOOR PLAN PLAN SCALE: 1/4"=1'-0" 3 0 BODY SHOP I 1 I i I i I I i II j i 1 I I I I I I I I I I i i I 1 I I 1 I I I I I I I i 1 I I I I I I I I { I I I 1 ILL��JI 1 I I i I I I I I I I I l iI I I I I I I I i l I I I I I I I I I I I i I I I I I I I I I I I ,x «sueEMf x xxx� stud' �I�I E IVG �� 04 Wg W. L 4 Q �Q'C�. ycl DESIGNED: J. MOYER JG/N APPROVED: ' DRAWN: T(� % ® S I 1 \/' ZZARA PkEN c' y p Z w.BooNE U1H8 K111g COU Sty 12121I2020 CHECKED BY PROJECT NO: 7IZ4IZOZ0 ARCHITECTURE 2001 Western Ave., SUlte 20o NE E R S .0 4 8 2 8 9 ,, FGISTER �F A. LANGDON AWL 1133368 Department of 06/10/2020 PLANNING �me' WA USP`� We 587 3W teI Seattle /! Spokane // Baltimore P �Sr/ONAL EKG\ Transportation CHECKED BY CONTRACT NO: BY APPI) DATE CONSULTING wwwstudfomswm 12211020 C01487C20 LEGEND NORTH ARROW CONSTRUCTION NOTE +--—t BOLD LINE WEIGHT INDICATES NEW WORK LIGHT LINE WEIGHT INDICATES EXISTING WORK SLASHED LINE INDICATES EXISTING WORK TO BE DEMOLISHED POINT OF CONNECTION f� POINT OF DISCONNECT GENERAL NOTES 1. CONTRACTOR RESPONSIBLE FOR ALL NECESSARY PERMITS. HVAC FLOOR PLAN NOTES RELOCATE EXHAUST REEL TO MAINTAIN MINIMUM 15'-9"AFF CLEARANCE AND AVOID INTERFERENCES WITH EXISTING LIGHTING. PROTECT ALL OPENINGS WHEN MOVED. REFER TO ARCHITECTURE FOR EXACT LOCATION. ❑2 EXTEND DUCTWORK TO RELOCATED EXHAUST HOSE REEL LOCATION. USE LONG RADIUS ELBOWS FOR ALL FITTINGS. USE T FLEX CONNECTOR TO MATCH EXISTING. I — F1311 ( RECEIVED CITE' OF TUKWILA JAI4 21 2021 PERMIT CENTER METRO TRANSIT DIVISION ` TDC CSC Frame Rack Dec.21, 2020 Component Supply Center - SOUTH BASE DRAWING NO: HVAC FLOOR PLA PARATE M1.01 ERMITAND 4 APPROVAL SHEETNO: OF �_ 5 11 1 2 3 A 5 6 BAY 4 ____-- BODY SHOP i I I I I I I I J g I I S O G ' d O I I O g KEYPLAN 3 0 � o rn 0 0 COMPONENT SUPPLY CENTER w v Y -ga d� 0 o ad n U cn cD �a w E�H w' 3� w - 3 ISSUED FOR BID J a Q 100% DESIGN SUBMITTAL AFTER 7/16/20 FIELD VERIFICATION Y 0 2 A 100% DESIGN SUBMITTAL o �6�u `_ p w ¢ No. REVISION axe I I I I I I I I I I I I I I I f I I I I I I I I I I I I I I I I I I f I I I I[ I I I I I! I I I! I I I I I I I I I I i t I I I I I I II it it IE it I( II II 1 1 I I I I I i f I I I I I i l l I I I C I I I I I I I I I 1 1 i t I I I I I I i t I{ 11 l i I I I l I�-1i IL�E 1L�1i IL,�1 IL�1 l i J I IL�1 1�1 LiJ LlJ LLl L�! � � LJJ I I I PLUMBING FLOOR PLAN PLAN 4 3 2 1 0 4 8 12 SCALE: 1 /4"=V-0" SCALE: 1/4" 1'-0" FEET �`^�'y� ` ` DESIGNED: APPROVED: stud' � ��'y` OF WASY4 ADR �. �M+ Ep N G q p p ® =Q y E Ncf O DRAWN: 12/21/2020 STRAZZARA Z WHB CHECKED BY PROJECTNO: (11IItg COu my 7/24(2020 q ,":"" 173336$ ARCHITECTURE 2001We—Ave,S-Ita200 ENGINEERS �o� 1srERE° �,�` AWL Departmentof 06/10/2020 PLANNING 2�tleWA 87 9u7 Duel 980 Seattle // Spokane // Baltimore FSSIONAL ENG\ CHECKED BY CONTRACT NO: BY APP'D DATE CONSULTING wwwstudioms4= 12212020 Transportation C014$7C20 LEGEND NORTH ARROW CONSTRUCTION NOTE --t BOLD LINE WEIGHT INDICATES NEW WORK +--+ LIGHT LINE WEIGHT INDICATES EXISTING WORK SLASHED LINE INDICATES EXISTING WORK TO BE DEMOLISHED POINT OF CONNECTION 0 POINT OF DISCONNECT t---o ELBOW DOWN r— 0 ELBOW UP AH AIR HOSE CA COMPRESSED AIR QD QUICK DISCONNECT GENERAL NOTES 1. CONTRACTOR RESPONSIBLE FOR ALL NECESSARY PERMITS. PLUMBING FLOOR PLAN NOTES CONNECT TO EXISTING CA. PROVIDE T AND ISOLATION VALVE. PROVIDE PIPING TO MAINTAIN 16 9" AFF 3❑ PROVIDE NEW NEDERMAN 889 HOSE REEL MOUNTED ON UNISTRUT FRAME 112" AH WITH 1/2" QD. PROVIDE DIRT LEG AND VALVE FOR BLOWDOWN. PROVIDE 50' 1/2" HOSE. F03 11 2Kd1 RECEWED CITY OF TUKVALA JAN 21 2021 PERMIT CENTER METRO TRANSIT DIVISION DATE` DeC.21, 2020 TDC CSC Frame Rack Component Supply Center - SOUTH BASE DRAWING NO: PLUMBING FLOOR LAN 01 SHEElNP1F PERMIT AND fir' 6 11 t REO,IURED ;F E 2 LL O co 2 7 8 T 0 T T T T 0 0 BAY 2 ; ^ PA-17 I P2-3 I c. N o 0 P2-5 2 i N3 N PA-16 PA-8 d �QP1-4? P1-4? Phi-16 =Q P1-4? o I 0 0 BAY 3 PA-14 PA-? I I LPA-2.87 _ N C / 1 I— lJ F14 F6 I i N 101 , 106 BAY 4 BODY SHOP SHEET METAL SHOP 10 EL 11 ¢ i o P1-17 �P7-11? gyp? -17 FAN MOTOR PI0- ® ? �JFt4304 0 6 9 P2-14 2P2-14 Q_ BAY 5 13 Li Li © [ tiJ PNL'PD-E' P2-14 8 ' I 2 7 BAY 6 I-I-Ey 7 BAY 8 I PA-12 a P2-8 0 P2_1�on LB-34 0 P2-18,20 zQ P2-16 p C'. P2-22 i 0 107 P2-21 �ROLLEY POLE SHOP PR P2-5 Q PA-1 1 �. u N v ul a - L P 3 I GRINDER o I 4 5 i I PENETRATE CURTAIN WALL AND SEAL J L� -E] CUT OFF SAVE P2-19 6' 0 P2-19 a N PANEL'LA' P14r2? AD ® _---—---J------- --_--- - �1 i LCC-LA I I I I 0 76148 76/48 176i48 76/48 ( MEZZANINE LEVEL o x I I I I I I I PP r� ' JI 115 WELDING I, I L� ISSUED FOR BID 100% DESIGN SUBMITTAL AFTER 7/16/20 FIELD VERIFICATION 100% DESIGN SUBMITTAL REVISION 1 0 17 I I I I I I � I I d 0 . - th FP d DESIGNED: APPROVED: st u INENG STR�►ZZARA OASSOCIATES, SS1CIATES, IN � �R �� LOTAEGUI LFO DRAWN: Gans ENGINEERS , CONSULTANTS 12/21/2020 ARCHITECTURE soemAvSIM21 e200 16300 CHRISTENSEN ROAD, SUITE 330 SEATTI-E, WASHINGTON 98188 TEL (2GS} 243-5022 0� a7 e,�t C 07/24/2020 cNECCED sv CHECKED D RALPHs DCk PROJECT NO: 1133368 06/10/2020 S2001 ame, SIB, WA USA �� PLANNING 206 587 3797 tat www.elcon.COm tis' 3aNAy CHECKED BY CONTRACT NE BY APP'D DATE CONSULTING wwwxhwI0MS=M 12/15/20 , .", ., C01487C20 GENERAL NOTES 1. ALL WIRING TO BE COPPER. 2. HAZARDOUS AREA CLASSIFICATION: ABOVE SLAB -UNCLASSIFIED KEYED NOTES a1 EXISTING PANEL P9 ON MEZZANINE. PROVIDE NEW CIRCUIT. SEE ONE -LINE DIAGRAM AND PANEL SCHEDULE FOR DETAILS. �2 HOMERUN TO PANEL P9 TO RUN OVERHEAD WITH/SIMILAR TO EXISTING CONDUIT ON CEILING USING EXISTING SUPPORT STRUCTURES. Q RELOCATE EXISTING OVERHEAD RECEPTACLE WITH VEHICLE EXHAUST HOSE REEL. ADJUST EXISTING CONDUIT AND WIRING AS NECESSARY. COORDINATE LOCATION WITH PROJECT REPRESENTATIVE TO ENSURE RELOCATED REEL POWER CORD CAN REACH NEW RECEPTACLE LOCATION. ® PROVIDE NEW 120V, 60A, NEMA 1, UNFUSED SAFETY SWITCH FOR NEW FRAME RACK PUMP. (J5 PROVIDE 120V, 50A TWISTLOCK RECEPTACLE. © NEW FRAME RACK PUMP WITH ELECTRICAL CORD. Q7 PROVIDE 3/4" CONDUIT WITH 2#6 & #10G. ® EXPECTED: 35' LENGTH OF #8AWG SOW CORD FROM PUMP TO DISCONNECT SWITCH/RECEPTACLE. (J9 REPLACE PUMP POWER CORD PLUG WITH MATCHING PLUG FOR RECEPTACLE AS REQUIRED. 10 REPLACE EXISTING CIRCUIT 'PA(L)-27' RECEPTACLE WITH NEW FUSIBLE HD 600V 3P NEMA 3R/12 INTERLOCKED DISCONNECT SWITCH FOR NEW ELECTRIC WINCH. SEE SPECIFICATION. 11 NEW PORTABLE ELECTRIC WINCH WITH ELECTRICAL CORD. AND 60A, 3P,3W - 480V TWIST -LOCK PLUG TO MATCH RECEPTACLE. 12 PANEL 'PA' MOUNTED ON WALL BEHIND METAL _- . •: f SHEAR. 13 REMOVE/SALVAGE OVERHEAD CABLING AND HD i1 KID SUPPORTS FOR PORTABLE MOHAWK LIFT SYSTEM, AND TURN OVER TO OWNER. CKv cf Tt,Ip:i1 RED:.=1'• -.: CITY OF TI-sN;'•'- :- JAN212 ; KEYPLAN PERMIT Cat,ll= COMPONENT SUPPLY L CENTER PLAN r�1� SCALE: 1/8" = 1'-0" - 0 8 16 scale feet METRO TRANSIT DIVISION DATE: TDC CSC Frame Rack DEC 21, 2020 Component Supply Center -SOUTH BASE [On im Department of ELECTRICAL PLAN DRAWING Transportation SEPARATE SHEET NO: OF PER;+11T AND � �f. 8 11 A;Y: Jt awwm" REQUIRED GENERAL NOTES 0 m IMAGE- HOSE REEL ('A� SCALE: NONE E1.01 ISSUED FOR BID 100% DESIGN SUBMITTAL AFTER 7/16/20 FIELD VERIFICATION 100% DESIGN SUBMITTAL No. I REVISION ECH FOR HOSE REEL RELOCATION stud'OMENG RJ 1 R ARCHITECTURE 2001 Western Ave., State 200 06/10/2020 seethe, wA usa ssT2T PLANNING 2065873797te1 BY APP'D DATE CONSULTING www.studloms.mm IMAGE WINCH CONNECTION SCALE: NONE E1.01 ENGINEERS, CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330' SEATTLE, WASHINGTON 98188 TEL (206) 243-6022 www.eloon.com EXTENSION OF EXISTING PENDANT RACK WITH FLOOR MOUNTED RACK PER ARCHITECT DETAIL PUMP CONNECTION SCALE: 1/2" = V-0" E1.01 DESIGNED: APPROVED: L OTAEGW LFO LIM DRAWN: ?IWS C SMITH ((// fveig COUI�i y `y CHECKED BY PROJECT NO: 1133368 D RALPHS MP Department of Transportation CHECKED BY CONTRACT NO: D. LOWMAN C01487C20 1. ALL WIRING TO BE COPPER. 2. HAZARDOUS AREA CLASSIFICATION: ABOVE SLAB —UNCLASSIFIED. Q1 PROVIDE MANUAL SAFETY SWITCH, NEMA-1, 120f 24OV, 60A. STRUCTURAL SUPPORT (BY OTHERS) PROVIDE 120V, 50A TWISTLOCK RECEPTACLE. ® PROVIDE FUSED SWITCH 600V 60A 3P NEMA 12. SEE SPECIFICATION REQUIREMENTS. 0 PROVIDE 480V 60A 3Pj3W INTERLOCKED RECEPTACLE. © RELOCATE EXISTING OVERHEAD RECEPTACLE FOR VEHICLE EXHAUST HOSE REEL ON I —BEAM AT COLUMN LINE G, ADJUST EXISTING CONDUIT AND WIRING AS NECESSARY. COORDINATE LOCATION WITH PROJECT REPRESENTATIVE TO ENSURE RELOCATED REEL POWER CORD CAN REACH NEW RECEPTACLE LOCATION. (� PROVIDE. ENGRAVED MELAMINE LABEL WITH PANEL AND CIRCUIT INFO, "PA LEFT, #27". FES RECEIVED CITY CE T LIKWILP JAN 2 7 2 �2 PERMIT CENTEF: METRO TRANSIT DIVISION DATE: TDC CSC Frame Rack DEC 21, 2020 Component Supply Center - SOUTH BASE DRAWING NO: ELECTRICAL DETAILS E1.02 SEEARAT;± Iq SHEETNO: OF PER IT AND - t 9 11 �n RECtI. !RED T GENERAL NOTES FPAN&E'M41NfENPNCE TO MAIN DISTRDUfiONSWITCHBOARD MAINNANCETO DISTRIBUTION IDON FUEINASH TOBUlDINO — — — BUILDING — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — BUIUING - - 51 - U- 502 ❑ ❑ 51—U-503 SUBSTATION "A" (MEZZANINE) 51—U-504 5CA, 30 5 Y I I LOAD INTERRUPTER LOAD INTERRUPTER j 1 I _ - J SWITCH, 4.8 KV I I - _ J SWITCH, 4.8 KV I , ii 250 E XXXX (3) 250 E XXXX (3) 2.5/5KV CURRENT K 2.5/5KV CURRENT i K LIMITING POWER LIMITING POWER FUSES FUSES ( I 750 KVA I I 750 KVA 0 UJ-U_ 4160, 480Y/277V Q — 4160, 480Y/277V ti ODA Z = 5.39 Z = 5.3% I I TRANSFORMER 130 I _ TRANSFORMER - I I L — _ J 51—Y-402 [K] 51—Y-404 K GFI-1000AT/1200AF NOTE 1 GFI-1000AT/1200AF AS VS 51—Y-403 (T1 p) 1 ( AS VS J A V J 1000A -�K I A V BTR.ER)'q J GFI N.O. J` 11 12 I3 14\ 15 1 300A a N F—pt-71 � [A] TEA 30KVA 480-208/ 120V 1-�- PANEL PDA 16 \ 7 8 9 10 1 300A ) 400A SUB FEED LUG N 1n at U -- M PPK¢ ¢` 300A J M. SPOT WELDER 45KVA � n PANEL 150A Na MEZZ PAN MW 1200A BUS, 480/277V, 30, 4W I 11 12 113 114 115 116 117 118 119 2\0 211 ( 1 2 150A) 150A) 200A 1 1 200A) 50A 1 200A I 70A1 225A1 70A I 225A 1 \ 1 175A 175A — U pW N U \ \ \ \ PANEL PH PAAttyyE PAAryryqq.. P'A(L� PAIR) PAINT/ PANEL PD PANEL PI PANEL to PAN¢ PC PANEL Le 225A 225A 225A DRYER 225A 22sn 225A 22sA 225A? Yln CONTROL tan - - MM sue 'A' FCP Stir M1L sHT MTL PANEL RRIDD FURNACE ORRIDO FURNACE DODY MACHINE ORRIDo MEZZ RM 120 RM 120 COL P7 BAG COL P7 6AH HOP 10 HOP 10 COL El # 1 ME FRAME RACK BAY 5 COL 4-5 -1-1/7 HP — — — — a M 1 1 1 I i n 1 I 1 11 Q_ PANEL PK I I 15KVA 8� _ L2 30KVA I 225A m I 1 /120V — /1210-10V08 I RMO oots 1 1 1 Q L 30KVA I 15KVA 480-208 1 480-v08 1j, /lzov i 1 PP2EL 50A 50A YOB ELECTRIC WINCH BAY 5 COL 5-6 20 HP_ _ _ _ u ( T3 30KV,4 480-20 1 O I I /120V I I PANELMPzI I I I I PAN¢ PAN¢ PANEL I Pt P4 P72 A 1 50.A tOMOYCB 166A INB I CORIDO HOP 10 COLT P�7 TI I PP3¢ I I 1 1 1DOAHIM ( I um HE HOP 1 — — — — — — — —L — — — -- — PANEL PDB 3\ 4 5` 6` 7\ 8 9 1200A ) 175A 1 175A 1 175A 1 175A ) 175A ) U ti U 1 1 U� 1 I I i PN P P N PP�. PFE'L 225A 225A 225A 225A?YIDmmORRIDO rp. PAR15 COMP COMP MACHINE ELECT;OL E17 OR 21 GP-2 CP-1 HOP 10RM 167 T5 480V 30KVA — 30KVA 480-208 240� /120V = 1 ODA PC TO 60HP PHOTOCELL MILUNG ON ROOF MACHINE SUBSTATION -B- (LOADING DOCK) 1200A BUS, 480/277V, 30, 4W �1``0 i1\\1 11`2 1113 125A 1150A 150A 1300A 140A Z U M 1 PP9 PAINT PP9 1 zzSA BOOTH 7A BREATHING ELEVATOR 0RRloo E� COL E17 AIR COMP RM 167 CONTROLLER VIA 70A FUSED DISC T6 15KVA —75KVA 15KVA 480-208� 480-208� /120V = /120V �J 45KVA 1 I 480-208 /120V DWG E6.02 I� I I ( I) II I II I) 14 15 16 17 II II 400A \ 150A 150A SUBFEED J 60A LUG -- -- I I I CCP PPN¢ Anv7 E 40RM 16RM 167 ' TRANS 9: DYNO Xp VAP-1 6OA/3P 60AF PPE PP©. PANEL PP ¢ 50A 175A BOA?L 7A Shc 1� f75A YOB SM 11CB7 utD7 .G UNIT PARTS ELECT ELECT TOR 1 OR 21 RM 167 I RM 167 4'/2• HAZARDOUS 1-1 MATERIAL SHED t-t 4'cPP EL NOTE100 1. KIRK -KEYS ALLOW ONLY 2 OF 3, 1000A, CIRCUIT BREAKERS TO CLOSE AT ONE TIME. - — — PARTS — — — — — — — — — — — — — — — OR 17 1. ALL EQUIPMENT SHOWN IS EXISTING UNLESS NOTED OTHERWISE.. 2. HAZARDOUS AREA CLASSIFICATION: ABOVE SLAB —UNCLASSIFIED KEYED NOTES Q1 PROVIDE NEW CIRCUIT TO DISCONNECT SWITCH 2—#6, 1—#10G, 3/4-C. REPLACE EXISTING RECEPTACLE ON CIRCUIT PA(L)-27' WITH NEW INTERLOCK RECEPTACLE SWITCH FOR ELECTRIC WINCH. MATCH EXISTING FOR CIRCUIT EXTENSION. �3 ELECTRICAL CORD (BY WINCH MANUFACTURER) WITH 60A, 3P/3W — 480V TWIST —LOCK PLUG. RIE (>E_IVrED CITY OF TUKIAIIL,,. .lAN 2 7 20 PERNUT CENTS,, ® c �' I �' � J 1..�1EC I�ENgG q p p STR/4ZZ1�R1Q► ARCHITECTURE 2o0Twestern Am.Sutte200 seams, wA USA s612T PLANNING 2065873797 tel CONSULTING I wwwAhwIoffw=rn E�CDN ASS�GiATES, INC�N C. R e=,t�°� °��' ��rngscs � 37 D �rsr a� Gti Jf0NAL 2/15/20 DESIGNED: L OTAEGUI LFO APPROVED: y ICIng County Department of P Transportation METRO TRANSIT DIVISION TDC CSC Frame Rack Component Supply Center -SOUTH BASE ONE -LINE DIAGRAM SEPARATE PERMIT AND , , DATE: 21, 2020 DRAWN: C ENGINEERS , CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 SEATTLE, WASHINGTON 98188 TEL 206 243-5022 www.elCon.Com Q ISSUED FOR BID 12121/2020 Q 100% DESIGN SUBMITTAL AFTER 7/16/20 FIELD VERIFICATION 07/24/2020 CHECKED CHECKED BY DRALPHS DCk PROJECT NO: 113336E DRAWING NO: E1.03 0 D 100% DESIGN SUBMITTAL 06/10/2020 No. REVISION BY APP'D DATE CHECKED BY D. LGWMAN CONTRACT NO: C01487C20 SHEETNO: OF 10 11 APPRUVAL My REQUIRED SECTION LETTER SECTION DRAWING ON WHICH SECTION WAS SCALE: A1.01� TAKEN. (3) DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. GENERAL NOTES PROJECT DESCRIPTION 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE 1. PROVIDE AND INSTALL NEW 10'-6" W X 6V-6" L X 2'-0" H STEEL FRAME RACK INTERNATIONAL BUILDING CODE AND THE LATEST EDITION OF THE WITH (4) 55-TON 14 FT. TALL AND (2)15-TONf8 FT. TALL PULLING TOWERS, JURISDICTIONAL BUILDING CODE AND AMENDMENTS. A COPY OF THE APPROVED ROLLING CART FOR ELECTRIC WINCH, AND ALL OTHER ACCESSORIES LISTED PLAN, MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. IN THE EQUIPMENT LIST IN BAY 1 OF THE EXISTING COMPONENT SUPPLY CENTER BUILDING 2. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL BUILDING UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID HARM TO ANY OTHER BUILDING UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 2. THE FRAME RACK WILL BE ANCHORED TO THE EXISTING SLAB AS SHOWN ON STRUCTURAL DRAWING 3. PROVIDE AND INSTALL ELECTRIC/HYDRAULIC PUMP FOR THE OPERATION OF THE FRAME RACK. 3. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS REQUIRED TO PROTECT EXISTING BUILDING UTILITIES, EQUIPMENT OR BUILT-IN FURNISHINGS REMAINING 4. COMPRESSED AIR AND ELECTRICAL LINES FOR THE PUMP WILL BE PULLED IN THE WORK AREA DURING CONSTRUCTION. FROM EXISTING LINES IN THE BUILDING - SEE MECHANICAL AND ELECTRICAL DRAWINGS. 4. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO START OF WORK. 5. ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY, OFF SITE. DESCRIPTIONLEGAL Lots 22, 23, 24 and that portion of Lot 25 of Bennett's Interurban PARCEL NUMBER :734060-0421 Tracts unrecorded, lying North of a line 50 feet South of the North line NAME :KING COUNTY -TRANSIT of Government Lot 15 of said Section 10, and Lots 17, 18, 19, 20, 21, 22, and the Riverside Stone Quarry of Riverside Interurban Tracts, as recorded SITE ADDRESS :12000 EAST MARGINAL WAY S. WA 96168 in Volume 10 of Plats on page 74, records of King County and River Street JURISDICTION :TUKWILA as vacated by Superior Court Cause No. 663488, all lying Southwesterly of LEVY CODE :2413 Primary State Highway No. 1, Foster Interchange to South 118th Street, as PROPERTYTYPE :C established by Warranty Deed, King County Auditor's File No. 5884778, and p�TLOT/UNIT# :17THRU22& Superior Court Cause No. 646846 and Northeasterly of East Marginal Way South as established by Superior. Court Cause 646697, 646846 and 646939 QUARTER -SECTION and that portion deeded to King County by Quit Claim Deed as recorded under TOWNSHIP -RANGE :SW-10-234 5. RELOCATE EXISTING OVERHEAD EXHAUST HOSE REEL AS INDICATED IN THE DRAWINGS. 6. PROVIDE A PAIR OF (2) SECTIONS REMOVABLE RAMPS TOTALING 20 FT LONG AS SHOWN IN THE DRAWING. 7. ALL WORK IS INSIDE EXISTING BUILDING - NO SITE WORK. THERE IS NO OCCUPANCY OR USE REVISION. THERE IS NO AREA INCREASE, BLDG HEIGHT INCREASE, NOR OCCUPANCY INCREASE. THERE IS NO ALTERATION TO ANY OF THE BUILDING ENVELOPE NOR WILL ANY NEW INTERIOR. THERE ARE NO ALTERATIONS TO THE EXISTING FIRE SPRINKLER, FIRE ALARM, PLUMBING, MECHANICAL OR ELECTRICAL SYSTEMS, EXCEPT FOR THE WORKS STATED ON NOTE #4 & #5 ABOVE. Auditor's File No. 1004994 and Warranty Deed No. 7412090465. IVICINITY MAP NOT TO SCALE LOCATION MAP NOT TO SCALE VASHON ISLAND DES \ s TACCOMA 0 90% DESIGN SUBMITTAL 0 PERMIT SUBMITTAL n 30% DESIGN SUBMITTAL No ? Tx '- +,, !;!�i fit\ iYE,;..�«,., m IPA _ „�`b§ o tatli,^ ' i:., §S 3�,y&'Sz,I—CONTRACTOR • AREA IN FRONT OF BAY-1 1 DOOR. •• NOT BLOCK `.lVJE �t ACCESS TO OTHER DOORS OR DRIVEWAYS k # } � � = • �' . • . _ � 5i y�� l' `fit 1.�, �� ! 11 � ( I $ ' , ;a EXIT PATH IN FRONT OF EXISTING MAN D••' 60 FT YARD FRONTAGE RENTON SEPARATE PERMIT REQUIRED FOR: [vJ' Mechanical S na_ 169 s � �� l.� EleCtfical VVILA I� Plumbing i/GaS Piping r ., City olTukwila 167 BUILDING DIVISION TDC CS C Frame Rack Component Supply Cen South Base Marginal Way S Tukwila, ukwixz, WA A 98168 PROJECT CONTACT PERMITTINGIAGENCIES CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD #100 TUKWILA, WA 98188 PHONE : (206) 431-3670 WEBSITE : hfp://Www.TukwilaWA.gov OWNER KING COUNTY KING CO METRO - COMPONENT SUPPLY CENTER 12200 E. MARGINAL WAY S. TUKWILA, WA 98225 CONTACT(S) : DOUG LOWMAN, PROJECT MANAGER PHONE : (206) 477-8658 EMAIL : Doug.Lowman@kingeounty.gov ARCHITECT STUDIO MENG STRAZZARA 2001 WESTERN AVENUE, SUITE 200 SEATTLE, WA 98121 CONTACT(S) : DENNIS ERWOOD, PRINCIPAL IN CHARGE LUKAS SHU, PROJECT MANAGER PHONE : (206) 567-3797 EMAIL : derwood@studioms.com, Ishu@studioms.com STRUCTURAL MLA ENGINEERING 1424 FOURTH AVENUE, SUITE 815 SEATTLE, WA 98101 CONTACT(S) : MICHAEL S. LEONARD PHONE : (206) 264-2727 EMAIL : mleonard@mlaengineedng.com MECHANICAL ENGINEER FSi CONSULTING ENGINEERS 506 SECOND AVENUE, SUITE 700 SEATTLE, WA 9810,4 CONTACT(S) : ANDY LANGDON PHONE : (206) 622-3321 EMAIL : andyl@fsi-engineers.com ELECTRICAL ENGINEER ELCON ASSOCIATES, INC. 16300 CHRISTENSEN ROAD, #330 SEATTLE, WA 98188 CONTACT(S) : DEAN RALPHS PHONE : (206) 243-5022 EMAIL : dralphs@elcon.com Nt MAPLE PROJECT VALLEY If VICINITY ABBREVIATIONS 1B AUBURN o , �, 4t AFF ABOVE FINISH FLOOR MAX MAXIMUM slack DIA OND ' w _ BLDG BUILDING MIN MINIMUM ALGONA CLR CLEAR OC ON CENTER PACIFIC KING CO. PIERCE ' FT FOOT, FEET TYP TYPICAL stud'OARC DESIGNED: LSHU APPROVED: �� REVISIONS 6181 REGISTERED DRAWN. T 2/05/2019 ST ZZARA NoworkChances shall made to the scope APSHU prior of work without pnor approval of the Tukwila Building Division. CHECKED BY PROJECT NO: g C01+Iflt�/ 08/22/18 ARCHITECTURE 2001 WestemAva Suite200 NOTE: Revisions will reduue a new plan rovim. STATE OF WASHINGTON 1133368 Department Of 06/27/18 Seame,WAUSA 98121 submittal and may Include additional plan rev' PLANNING 2065973797 tat CHECKEDBY CONTRACT No: Transportation REVISION BY APP'D DATE CONSULTING wwwstudfomsoom E00444E16 D. LOWMAN INDEXDRAWING SHEET SHEET DRAWING # DESCRIPTION 1 G0.01 COVER SHEET, LOCATION MAP, AND GENERAL PROJECT INFORMATION 2 A1.01 ARCHITECTURAL FLOOR PLAN 3 A3.01 SECTION AND ELEVATION 4 S1.01 STRUCTURAL PLAN, NOTES AND DETAILS 5 M1.01 HVAC FLOOR PLAN 6 P1.01 PLUMBING FLOOR PLAN FILF, COPY 7 P3.01 PLUMBING DETAILS P®rtnit No —0053� Plan review approval Is subject to errors and 8 omissions Approval of construction documents does E1.01 ELECTRICAL PLAN not autt, mze the violation of ataedcode or ordinanc - Recelor of aporovopy and 9 E1.02 DETAIL AND PANEL SCH ULEayawns Is ack Date 10 E1.03 ONE -LINE DIAGRAM city rT�kwaa t BUILDING DIVISION CODE INFORMATION APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE AND WAC AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE AND WAC AMENDMENTS 2015 INTERNATIONAL FIRE CODE AND WAC AMENDMENTS 2015 UNIFORM PLUMBING CODE AND WAC AMENDMENTS 2017 NATIONAL ELECTRICAL CODE (NFPA 70) AND WAC AMENDMENTS CODE ANALYSIS THE DATA BELOW IS FOR INFORMATION ONLY. AS DESCRIBED IN THE PROJECT DESCRIPTION NOTE 7 ABOVE, THIS PROJECT DOESN'T ADD ANY AREA, BLDG HEIGHT, OCCUPANTS, OR REVISE ANY CURRENT USE OF THE BUILDING. ALL WORK ARE INSIDE THE BUILDING. NO SITE IMPROVEMENT OCCUPANCY TYPE (IBC 311.2) : SA (MOTOR VEHICLE REPAIR GARAGE) CONSTRUCTION TYPE (IBC 602.2) : II-B FULLY SPRINKLERED ALLOWABLE BUILDING HEIGHT (TABLE 504.3) : 75 FT ACTUAL BUILDING HEIGHT : 26 FT - LESS THAN ALLOWABLE - OK ALLOWABLE NUMBER OF STORIES (TABLE 504.4) : 3 ACTUAL NUMBER OF STORIES :2 - LESS THAN ALLOWABLE - OK UNLIMITED AREA BUILDING (IBC 507.4) : THIS BUILDING IS QUALIFIED FOR UNLIMITED BLDG AREA PER IBC 507.5. SEE LOCATION MAP FOR 60 FT YARD i FRONTAGE. i ACTUAL BUILDING AREA :101,721 SF METRO TRANSIT DIVISION TDC CSC Frame Rack FEBRUARY5,2019 Component Supply Center - SOUTH BASE COVER SHEET DRAWING NO: LOCATION MAP G0.01 GENERAL PROJECT INFORMATION SHEETNO: OF °VIEWED FOR IE COMPLIANCE APPROVED MAR 15 2019 :tty of Tukwila .DING DIVISION RECEIVED CITY OF TUKWILA MAR 0 6 2019 PERMIT CENTER 1) (2 I I I I I NEW REMOVABLE RAMPS SEE C/A3.01. RAMP UP b BAY 1 I RAMP UP o I T•� I w I 8'-O' SEGRON RAMP �n I I BAY 2 0 o�grh o v m �9KX o = 90% DESIGN SUBMITTAL PERMIT SUBMITTAL 30% DESIGN SUBMITTAL oWiriw q w No. REVISION >ax 3 4 20'-0" 20'-0" EXISTING FIRE SPRINKLER RISER. MAINTAIN 44" MIN CLEARANCE FOR EXITING I I 15 TON IN RAMP I I FLOOR PLAN rA__� SCALE: 1/4" = 1'-0" A1.01 n NEW 62 FT NOMINAL FRAME RACK DECK (3) 20'-6" SECTIONS AS SPECIFIED UNDER NOTE #3 ON THIS SHEET REFER TO STRUCTURAL FOR ANCHORING FRAME RACK TO CONCRETE SLAB EXISTING FLOOR DRA S -0" (6) NEW FRAME RACK PULLING TOWERS [ (4) 55 TON & (2)15-TON PROPOSED LOCATION OF ELECTRIC/HYDRAULIC PUMP FOR THE FRAME RACK. EXACT LOCATION MAY BE II ADJUSTED IN THE FIELD. COMPRESSED AIR AND ELECTRICAL LINES WITH �— RECEPTACLES FOR ELECTRIC/HYDRAULIC PUMP AN ELECTRIC WINCH CONNECTION -REFER TO MECHAN CAL AND ELECTRICAL DRAWINGS. PROVIDE NEW UNISTRIJT FRAME TO MOUNT THE NEW PLUMBING AND ELECTRICAL ITEMS. SEE DETAIL D/A3.01. RELOCATE EXISTING OVERHEAD VEHICL"EXHAUST SE A3.01 REEL TO LOCATION AS SHOWN BELOW (A EXISTING STEEL STRUCTURE ON GRIDLINE C). SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. I 20'-0" EXISTING SAND BLASTER TO BE RELOCATED BY OWNER NEW ELECTRIC WINCH 40K LBS CAPACITY ON ROLLING CART - I z r o �m c I z 0 I7M I I I ------ ------ I I I FLOOR PLAN NOTES 6 1. REFER TO GENERAL NOTES AND PROJECT DESCRIPTION ON 2 COVER SHEET GO.01. 2. REFER TO OTHER DRAWINGS ON THIS SET FOR A COMPLETE GAS WORK. 3. BASIS OF DESIGN: GOLD MEDALLION HD62. I CONTACT PERSON BOB SRACK - (800) 424-8023 - http://www.goldmedaIIion.00m, WITH THE FOLLOWING SPECIFICATION: ALL PRODUCTS ARE MADE IN THE USA — — e ONLY US STEEL SHALL BE USED • STEEL SHALL BE CUT WITH LASERS AND CNC EQUIPMENT TO ENSURE ALL PARTS FIT TOGETHER WELL. • AWS CERTIFIED WELDERS SHALL BE USED. PROVIDE CERTIFICATION FOR REVIEW. e THE PLANT SHALL BE ISO CERTIFIED. PROVIDE CERTIFICATION I FOR REVIEW. • DECKS SHALL BE PLUMBED WITH AIR, HYDRAULIC, AND PENDANT CONTROL FITTINGS EVERY 10 FEET AROUND THE DECK AND CENTER OPENINGS. • UNITS SHALL BE RUN USING A SINGLE 1.5 HP, 5 GALLON ELECTRIC/HYDRAULIC PUMP ALLOWING AN OPERATOR TO RUN ENTIRE UNIT FROM ONE LOCATION. • USE 10" STRUCTURAL H-BEAMS AS THE MAIN MEMBERS OF THE DECK WITH WELDED STEEL PLATES AND STEEL HSS 1d TUBING INTER -CONNECTING MEMBERS. • LASER CUT 5/8" THICK STEEL TOP DECK PLATE SHALL HAVE DOUBLE ROW OF 4-WAY TEE CHAIN LOCKS ON 18 INCH CENTERS DOWN THE MIDDLE OF EACH SIDE OF DECK. • DECK PLATE SHALL ALSO HAVE CHAIN LOCKS ON THE INSIDE AND OUTSIDE OF THE DECK PLATES ON 6 INCH CENTERS 360 DEGREES AROUND THE UNIT. e THE (4) 55-TON 14 FT TALL AND (2)15-TON 10 FT TALL ROLLING TOWERS. TOWERS SHALL BE ABLE TO ROLL 360 DEGREES AROUND THE DECK AND HAVE 55 TON AND 15 TON RAMS IN THEM FOR HEAVY PULLS. — _ _ • ALL TOWERS SHALL HAVE 12 FT. HYDRAULIC HOSE,10,000 PSI DRIP -LESS HYDRAULIC QUICK COUPLER, SHUT-OFF VALVE, AND 4 INCH LIQUID FILLED PRESSURE GAUGE. • PROVIDE ROLLING CART TO MOUNT 40K LBS CAPACITY ELECTRIC WINCH. ROLLING CART SHALL BE ABLE TO BE MOUNTED AT THE SOUTH END OF THE FRAME RACK TO PULL I VEHICLE UP TO THE FRAME RACK. PROVIDE NECESSARY PULLEY SHEAVES TO PREVENT WINCH ROPE RUBBING ANY PORTION OF THE FRAME RACK AND RAMPS. •PROVIDE A PAIR OF (2) SECTIONS REMOVABLE DRIVE ON HYDRAULIC RAMPS TOTALING 20 FT IN LENGTH. • DELUXE TOOL ACCESSORY GROUP FOR THE UNIT WITH MASTER GAUGE MEASURING SET AND TRUCK TRAM - ALL MADE IN THE USA. • PROVIDE AN AUTOMOTIVE STYLE PINCH WELD CLAMPING SYSTEM WITH 4-ALUMINUM FULL FRAME HOLDING CLAMPS f FOR TRUCKS. • PROVIDE 5/8" US MADE GRADE 100 CHAIN AND HOOKS FOR EACH TOWER. • THE UNIT SHALL HAVE 3/4" THICK STEEL PLATES WELDED TO THE BOTTOM OF H-BEAMS AS FLOOR PLATES TO ANCHOR THE UNIT TO CONCRETE SLAB WITH 3/4" CONCRETE ANCHORS • THE ENTIRE UNIT AND ACCESSORY TOOL GROUP SHALL BE ALL POWDER COATED. • GENERAL CONTRACTOR SHALL INCLUDE THE MANUFACTURER DIRECTLY IN PROVIDING INSTALLATION SUPERVISION, TRAINING, AND HANDLING ALL WARRANTY ISSUES. KEYPLAN COMPONENT SUPPLY CENTER EVIEWED FOR L, DE COMPLIANCE I APPROVEDMAR 15 2019 City of Tukwila St ILDING DIVISION studi � MENG STRAZZARA *6REGISTERED Rc T S AT'CHECKED DESIGNED: LSHU APPROVED: King County METRO TRANSIT DIVISION TDC CSC Frame Rack ComponentSupptyCenter-SOUTH BASERECEIVED DATE: FEBRUARY 5, 2019 CITY OFTUKWiLA DRAWN:LIM Hu 2i05/2019 O8/2ZI18 BY PROJECT NO: DRAWING NO:ARCHITECTURE 2001WesternAva.,Suite200 Seattle, WA USA 98121 PLAN N I N G 208 5873797 Lei WASHINGTON — 1133368 Department of Transportation F P &rS_ A1.01 MAR 0 R 2019 06/27/18 CHECKED BY CONTRACT NO: SHEET NO: OF BY APP'D DATE CONSULTING wwwstudioms.com E00444E16 - - PERMIT CENTER D. LOWMAN NOTES 2 3 4 5 6 1. REFER TO GENERAL NOTES, PROJECT zo'-o" zo'-o" zo'-o" -_ zo'-o" zo'-o° DESCRIPTION ON COVER SHEET G0.01, AND GENERAL FLOOR PLAN NOTES ON SHEET A1.01. 2. REFER TO OTHER DRAWINGS IN THIS SET FOR ---- ------ T I _ A COMPLETE WORK. NEW FRAME RACK PULLING TOWER (TYP OF 6) EXISTING CONCRETE SLAB SLOPES TO EXISTING FLOOR DRAINS. PROVIDE STEELIIII��I SHIMS PER FRAME RACK MANUFACTURER TO -- LZI ENSURE FRAME RACK IS INSTALLED PLUMB AND -T1_ EXISTING DUCTWORK LEVEL I BOTTOM OF EXISTING OVERHEAD HEATER NEW 60 FT NOMINAL FRAME RACK DECK (3) 20 FT SECTIONS AS SPECIFIED UNDER NOTE �2 PROPOSED LOCATION OF #3 SHEET A1.01. I ELECTRIC/HYDRAULIC PUMP FOR THE FRAME RACK. EXACT LOCATION MAY BE ADJUSTED IN THE FIELD. NEW REMOVABLE RAMPS SEE C/A3.01. ELECTRIC WINCH 40K LBS CAPACITY ON 71 _ ROLLING CART I ELEVATION SCALE: 1/4" = V-0" A3.01 EXISTING STEEL PIPES S-0' EXISTING SUSPENDED FROM STRUCTURE ABOVE EXISTING L 5X3 I I I I I NEW ELECTRICAL SWITCH BOXES. SEE ELECTRICAL I I I DRAWINGS I I I I i t I I P1100 UNISTRUT SYSTEM -ATTACH TO BOTTOM OF EXISTING L 5X3 @ THE TOP, AND ANCHOR TO EXISTING CONCRETE SLAB AT THE BOTTOM. Z PROVIDE SHOP DRAWING. s5 i Tn UNISTRUT FRAMING ELEVATION FACING WEST SECTION A -A FACING NORTH ELEV & SECTION SCALE: 1" = V-0" A3.01 90% DESIGN SUBMITTAL 2/05/2011 PERMIT SUBMITTAL 08/22/18 30% DESIGN SUBMITTAL 06/27/18 No. REVISION WBYAPPD DATE HEAVY DUTY STEEL SPRING LOADED REMOVABLE RAMPS. RAMPS SHALL BE RATED TO SUPPORT 65,000 LBS VEHICLE 8'-0' SECTION 1V-0' SECTION REMOVABLE RAMP ELEVATION rc-� SCALE: 1/2" = V-0" A3.01 stud' I C,MENG*��6181 DESIGNED: LSHU EGISTERED RC TSTRAZZARA DRAWN: HU AZZARCHITECTURE CHECKED BY 2001 Western Ave., Suite 200 WASHINGTON PLANNING Seattle, WA USA 98121 206 587 3797 tel '- CHECKED BY CONSULTING www.studloms.com D. LOWMAN EXISTING CONCRETE SLAB SLOPES TO EXISTING FLOOR DRAINS. PROVIDE STEEL SHIMS PER FRAME RACK MANUFACTURER TO ENSURE FRAME RACK IS INSTALLED PLUMB AND LEVEL. NEW 60 FT NOMINAL FRAME RACK DECK [(3) 20 FT SECTIONS] AND (6) ROLLING TOWERS AS SPECIFIED UNDER NOTE #3 ON SHEET A1.01. REFER TO STRUCTURAL FOR ANCHORING FRAME RACK TO CONCRETE SLAB ---I 4'-0' 3'-2 23/32- ( 4'-0 9/16- S-2 FRAME RACK SECTION %� SCALE: 1/2" = V-0" A3.01 APPROVED: PROJECT NO: King County 1133368 Department of Transportation CONTRACT NO: E00444E16 REVIEWED FOR CODE COMPLIANCE ,-A.. APPROVED MAR 152019 City of Tukarila BUILDING DIVISION METRO TRANSIT DIVISION TDC CSC Frame Rack Component Supply Center - SOUTH BASE 0Q FEBRUARY 5, 2019 A3.01 RECEIVED CITY OF TUKWILA MAR 0 0 2'19 PERMIT CENTER PARTIAL PLAN HILTI HIT -RE 500 V3 AND 7/8" 0 HAS-R SCALE: NTS 316 SS ANCHOR W/ 3 1/2" EMBED THROUGH 1" 0 HOLE. DO NOT CUT 6" @ SIDE PLATES EXISTING REBAR. IF THERE IS A 9" @ END PLATES CONFLICT WITH A BASE PLATE HOLE, A BASE PLATE PER NEW HOLE WILL NEED TO BE DRILLED RACK IN THE BASE PLATE, OR ONLY ONE MANUFACTURER BOLT INSTALLED IN THE BASE PLATE. SHIM OR GROUT AS REQUIRED TO LEVEL END FLANGE, (4) 4" DX BASE PLATE ANCHORAGE DETAIL SCALE: S1.01 90% DESIGN SUBMITTAL PERMIT SUBMITTAL 30% DESIGN SUBMITTAL No. REVISION stud' O G ST ZZARA ARCHITECTURE 2001 Westem Ave., sufte 200 seattie, IusA setzt PLANNING 2085873797 tel CONSULTING www.studioms.com 02/05/19 08/22/18 06/27/18 BY APP'D DATE (4) 4" DX FASTENERS EXISTING BEAMS EXISTING EXHAUST HOSE RELOCATED TO MAIN BEAM 4" METAL STUD BRACE (20 GAGE MIN) EACH SIDE HOSE RACK (8) 4' DX (4) #12 SDS �, EA SIDE 4" METAL STUD BRACE (20 GAGE) EXHAUST ROLL ATTACHMENT AND BRACING DETAIL ri'� SCALE: 1 1/2" = V-0" S1.01 1424 FOURTH AVE, SUITE 815 SEATTLE, WA 98101 P: (206) 264-2727 METAL STUD TRACK TO MATCH EXISTING STUD WIDTH (6) #12 SDS 1119144tFTR 7 S BAXTER DRAWN: S BAXTER CHECKED BY MLEONARD tel CHECKEDBY STRUCTURAL GENERAL NOTES THESE NOTES SHALL APPLY UNLESS NOTED OTHERWISE ON THE DRAWINGS. DESIGN AND CONSTRUCTION CRITERIA GOVERNING BUILDING CODE: DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS REFERENCED BY THE BUILDING CODE. IN CASE OF CONFLICTING REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. PRIMARY REFERENCE STANDARDS: ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-10 ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ICC INTERNATIONAL CODE COUNCIL DESIGN LOADS: ORIGINAL FLOOR DESIGN LOAD: H-20 OR 175 PSF (PER ORIGINAL DWGS) FRAME DEAD LOAD: 63,000LBS MAX BUS DEAD LOAD: 65,OOOLBS SEISMIC LOAD: SEISMIC DESIGN FOR NON-STRUCTURAL COMPONENTS (RACK FRAME) SITE CLASS - D RISK CATEGORY -11 SPECTRAL RESPONSE ACCELERATION, Ss -1.509 SPECTRAL RESPONSE ACCELERATION, 81- 0.566 SEISMIC IMPORTANCE FACTOR, Ip-1.0 COMPONENT AMPLIFICATION FACTOR, Ap -1.0 COMPONENT RESPONSE MODIFICATION FACTOR, Rp -1.5 SPECTRAL RESPONSE COEFFICIENT, SDS -1.006 SPECTRAL RESPONSE COEFFICIENT, SD1 - 0.566 DESIGN FORCE COEFFICIENT, FP - 0.302W USE OF DRAWINGS USE OF DRAWINGS AND COORDINATION: USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, MECHANICAL AND OTHER DRAWINGS FOR BIDDING AND CONSTRUCTION. COORDINATE WORK AND VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BETWEEN TRADES. NOTIFY KING COUNTY PROJECT REPRESENTATIVE OF DISCREPANCIES PRIOR TO CONSTRUCTION. DRAWING SCALE: NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS - DO NOT SCALE DRAWINGS. SUBMITTAL ACCEPTANCE: FOLLOWING ACCEPTANCE BY THE ARCHITECT AND ENGINEER AND PRIOR TO FABRICATION, ADDITIONAL TIME FOR REVIEW AND ACCEPTANCE OF SUBMITTAL BY THE BUILDING OFFICIAL IS REQUIRED AND SHALL BE IDENTIFIED AND ALLOWED FOR IN THE CONTRACTOR'S SCHEDULE. SUBSTITUTIONS: SUBMIT SUBSTITUTION REQUESTS PER THE PROCEDURES IN THE SPECIFICATIONS WITH APPLICABLE ICC REPORTS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO DETAILING, FABRICATION AND ERECTION. ADDITIONAL ENGINEERING CALCULATIONS AND DETAILS, PROVIDED BY A STRUCTURAL ENGINEER LICENSED IN THE PROJECT SITE STATE, MAY BE REQUIRED OF THE CONTRACTOR FOR SUBSTITUTIONS THAT ARE NOT SIMILAR TO THE SPECIFIED PRODUCTS AND CONFIGURATION. CONCRETE REFERENCE STANDARDS: ACI AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-14 ACI AMERICAN CONCRETE INSTITUTE, CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES, ACI 350-06 NON -SHRINK GROUT: NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE MINIMUM 28-DAY GROUT COMPRESSIVE STRENGTH SHALL BE 6000 PSI, UNLESS NOTED OTHERWISE. GROUT SHALL HAVE A W/C RATIO OF 0.35 OR LESS. POST -INSTALLED DRILLING: HOLES FOR INSTALLING REINFORCING BARS, BOLTS THREADED RODS AND INSERTS INTO CONCRETE SHALL BE DRILLED BY THE ICC APPROVED DRILLING METHOD FOR THE ANCHOR. SCAN SLAB TO LOCATE EXISTING REINFORCING PRIOR TO DRILLING. DO NOT CUT EXISTING REINFORCING. ADHESIVE ANCHORS AND EPDXIED REINFORCING BARS: PLACEMENT AND CURING SHALL BE CONDUCTED WITH CONCRETE AND AIR TEMPERATURES ABOVE 50 DEGREES. APPLY EPDXY ONLY TO CLEAN, DRY CONCRETE. PROVIDE POSITIVE PROTECTION SO DOWELS ARE NOT DISTURBED DURING THE CURING PERIOD. ADHESIVE ANCHORS AND REINFORCING BARS SHALL BE EPDXIED INTO CONCRETE WITH HILTI HIT -RE 50OV3 ADHESIVE OR APPROVED EQUIVALENT. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ICC REPORT ESR-3814. ADHESIVE ANCHOR RODS SHALL BE HILTI HAS-R 316 SS THREADED RODS, OR APPROVED EQUIVALENT, UNLESS NOTED OTHERWISE. EXISTING CONDITIONS: INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT EQUIPMENT ANCHORAGE BY CONTRACTOR AND COMPLY WITH EQUIPMENT GUARANTEE OF ACCURACY. VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND MANUFACTURER'S SPECIFICATIONS. UTILIZE AFORE MENTIONED STRUCTURAL CONDITIONS IN THE FIELD PRIOR TO COMMENCING ANY WORK. REPORT CONDITIONS EPDXY ANCHORS. SUBMIT SIGNED STAMPED DESIGN CALCULATIONS BY WA P.E. THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT COLD FORMED METAL FRAMING WRITTEN DIRECTION FROM THE OWNER'S REPRESENTATIVE. REFERENCE STANDARDS: (USE VERSION REFERENCED BY GOVERNING CODE. MEANS AND METHODS IF NOT REFERENCED BY GOVERNING CODE, USE LATEST EDITION) MEANS AND METHODS: THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE, NORTH AMERICAN MEANS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL FOR SAFELY CONSTRUCTING ALL WORK. STRUCTURAL MEMBERS, AISI S100, WITH SUPPLEMENT 1, DATED 2010 JOBSITE SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A AISI AMERICAN IRON AND STEEL INSTITUTE, NORTH AMERICAN STANDARD SAFE PLACE TO WORK AND FOR MEETING THE REQUIREMENTS OF ALL APPLICABLE FOR COLD -FORMED STEEL FRAMING - GENERAL PROVISIONS, AISI S200 JURISDICTIONS. EXECUTE WORK IN A MANNER THAT PROVIDES FOR THE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST INJURY AND DAMAGE DUE TO FALLING MATERIAL PROPERTIES: 16 GA AND HEAVIER COLD -FORMED STRUCTURAL DEBRIS AND OTHER HAZARDS IN CONNECTION WITH CONSTRUCTING THE WORK. TRACKS, STUDS AND JOISTS SHALL BE FORMED FROM ASTM A653, STEEL WITH A MINIMUM Fy = 50 KSI. ALL 18 GAGE AND LIGHTER COLD -FORMED STRUCTURAL SUBMITTALS TRACKS, STUDS AND JOISTS SHALL BE FORMED FROM ASTM A653, WITH A MINIMUM Fy = 33 KSI. ALL STUDS, TRACKS AND JOISTS SHALL BE GALVANIZED. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE STUDSAUNNERS (TRACK), BRACING AND BRIDGING SHALL BE MANUFACTURED OWNER'S REPRESENTATIVE AND ENGINEER -OF -RECORD PRIOR TO ANY FABRICATION PER ASTM SPECIFICATION C 955. OR CONSTRUCTION. DIMENSION AND QUANTITY VERIFICATION ARE THE CONTRACTOR'S RESPONSIBILITIES AND ARE NOT REVIEWED BY THE ENGINEER OF FASTENINGS: FASTENINGS SHALL BE AS SHOWN ON THE DRAWINGS. RECORD. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO FASTENINGS NOT SHOWN SHALL BE AS RECOMMENDED BY THE REVIEW BY THE ENGINEER OF RECORD. IF DEVIATIONS, DISCREPANCIES, OR MANUFACTURER. MINIMUM CONNECTIONS SHALL BE ACCOMPLISHED WITH CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS SELF -DRILLING SCREWS (MINIMUM (2) NO. 8-181N EACH MEMBER) OR WE ARE DISCOVERED, EITHER PRIOR TO OR AFTER THE ENGINEER PROCESSES THE (MINIMUM,1/8" x V FILLET WELDS), AT THE TOP AND BOTTOM OF THE CODE CO SHOP DRAWING SUBMITTALS, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL RESPECTIVE MEMBERS WEB. p�ppp CONTROL AND SHALL BE FOLLOWED. REQUIRED SUBMITTALS: SPECIAL INSPECTIONS LIAR 112019 REQUIRED SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: MEMBERS: EPDXY ANCHORS TO BE PERIODICALLY INSPECTED PER G AND IBC TABLE 1705.3. SPECIFIC REQUIREMENTS FOR SPECIAL INSP RACK FRAME (NOTE: SUBMITTAL TO INCLUDE MAXIMUM REACTIONS ON FLOOR) ANCHORS SHALL BE INCLUDED MANUFACTURER'S ESR REPORT. CONCRETE GROUT MIX APPROVED: DATE: METRO TRANSIT DIVISION TDC CSC Frame Rack FEBRUARY 5, 2019 yr_ g Component Supply Center - SOUTH BASE It PROJECTNO: IYIng COUy DRAWING N0: 1133368 Department of STRUCTURAL PLAN, NOTES AND DETAILS S1.01 CONTRACTNO: Transportation SHEET NO: OF E0444E16 HECEI VE D MAR 0 & 2[1 PERMIT L ECt f _R 1 2 I I I I I I I I I I I I I I I f I 0 90% DESIGN SUBMITTAL 0 PERMIT SUBMITTAL 0 30% DESIGN SUBMITTAL No. I REVISION i I I I I I f I I I I TLEGEND NORTH ARROW I CONSTRUCTION NOTE — — — — t-t BOLD LINE WEIGHT INDICATES NEW WORK LIGHT LINE WEIGHT INDICATES EXISTING WORK --T7—�—SLASHED LINE INDICATES EXISTING WORK TO BE DEMOLISHED ! POINT OF CONNECTION ' 0 POINT OF DISCONNECT ' GENERAL NOTES 1. CONTRACTOR RESPONSIBLE FOR ALL NECESSARY PERMITS. 1 ' HVAC FLOOR PLAN NOTES 0 RELOCATE DUCTWORK AND EXHAUST REEL. DUCTWORK TO MAINTAIN MINIMUM 15'-9"AFF — 1— — — CLEARANCE. PROTECT ALL OPENINGS WHEN MOVED. I I I REVIEWED FOR CODE COIUtPLIANCE — — — APPROVED MAR 15 2019 I City of TuItWia KEYPLAN I COMPONENT SUPPLY CENTER c I I I J �.i �E�G p q p q STRAZZARA FSi consulting engineers Seattle, Washington W t qMETRO o��D�WA ,�ti� z y 0 Z DESIGNED: ADR APPROVED: y icing County TRANSIT DIVISION TDC CSC Frame Rack Component Supply Center - SOUTH BASE WHB 2/05/2019 CHECKED BY PROJECTNO: 08t2y18 ARCHITECTURE! 2001WestemAve.,Suite 200 ARC Solutions & Service o Fc,sTEa w ?f£S/ONAL9 1133388 Department of HVAC FLOOR PLAN 06/27/18 PLANNING Seattle, WA USA981ZI 206 S87 M7 tat Transportation CECKEDBY CONTRACT NO. BY APP'D DATE CONSULTING wwwswdlomscom 01122Ia s cxsn E0D44E76 DATE: FEBRUARY 05, 2019 DRAWING NO: M 1.01 SHEET NO: OF RECEIVED CITY OF TUKWILA MAR 0 0 2019 PERMIT CENTER RECEIVED CITY OF TUKWILA MAR 0 8 2019 PERMIT CENTER RECEIVED CITY OF TUKWILA MAR 0 8 204 PEHfAIT CENTER Q Q Q Q Q Q Q Q GENERAL NOTES I GAS STORAGE 1. ALL WIRING TO BE COPPER. OA [9PA-29? P1'1�2. HAZARDOUS AREA SLAB-UNCLASSIEDLASSIFICATION. ABOVE PA-16 I 102 103SPARE PENETRATE CURTAIN ALL AND SEAL - O N r- � i i 6 911 III w P2-7P -10 _ BAY1 L 10 ,1I Pz-7 P2-7KEYED NOTES RADIATOR METAL FABRICATION CXRCUITG SEE ONE - PANEL P9 � NE DAGRAMEAND OVIDE PANELN EW v WASTE OIL PC-2 1OP crL SCHEDULE FOR DETAILS. P1-FZ? 1 6? DOMED FIRE i I Q2 HOMERUN TO PANEL P9 TO RUN OVERHEAD VENT (TYP} 4 5 I 0- o a n WITH/SIMILAR TO EXISTING CONDUIT ON CEILING 0 o USING EXISTING SUPPORT STRUCTURES. 0 FIELD L CATE , I0 RELOCATE EXISTING OVERHEAD RECEPTACLE FOR BAY 2 FOR BEST EFFECT PA-17 M VEHICLE EXHAUST HOSE REEL ON I -BEAM AT COLUMN LINE C, ADJUST EXISTING CONDUIT AND P2-3 �3 ( WIRING AS NECESSARY. COORDINATE LOCATION o P2-5 � WITH PROJECT REPRESENTATIVE TO ENSURE N a IPA-16 D A-8 RELOCATED REEL POWER CORD CAN REACH NEW P1-�? _ P1-4� a- RECEPTACLE LOCATION. O P14?7PFi 16 2 7 ® PROVIDE NEW 120V, 60A, NEMA 1, UNFUSED SAFETY SWITCH FOR NEW FRAME RACK WINCH. r) h DRAFT CURTA N 50 PROVIDE 120V, 50A TWISTLOCK RECEPTACLE. BAY3 ( A-14 I © NEW FRAME RACK PUMP WITH ELECTRICAL CORD. PA-? I) O7 PROVIDE 3/4" CONDUIT WITH 2#6 & #10G. N Q I 3 ® EXPECTED: 35' LENGTH OF #8AWG SOW CORD PA 28? FROM PUMP TO DISCONNECT SWITCH/RECEPTACLE. ��tttJJJ F 14 i I F6 �— ® REPLACE PUMP POWER CORD PLUG WITH MATCHING N PLUG FOR RECEPTACLE AS REQUIRED. � N O I a „s N a 10 REPLACE EXISTING CIRCUIT 'PA-28' RECEPTACLE 101 1as WITH NEW FUSIBLE HD 600V 3P NEMA 3R/12 BAY 4 I INTERLOCKED DISCONNECT SWITCH FOR NEW BODY SHOP SHEET METAL SHOP ELECTRIC WINCH. IN SPEC. I_ 11 NEW PORTABLE ELECTRIC WINCH WITH ELECTRICAL a- a i z ? PA-12 o CORD. AND 60A, 3P,3W - 480V TWIST -LOCK O Pi III? P1-11? PLUG. �P1-11? P1-17 ® P2-1118,20 0 FAN F MOTOR P1-17 o i) ? F"L-14304 D r P2-14 CODE REVIEWED PL ANCE 2P2-14 C' APPROVED BAY 5 WV* P2-14 PNL'PD-E' �RO " (y M{ 15 2019 N ;( P2-23 SEE MECH FOR C' ofTula PA-1 1 I D CUT OFF SA IMAGE -HOSE REEL %A� HOSE REEL BUILDING RWNG DIVISION . LPI-109 L Lpi-io? P1-24 . ® EA 2a SCALE: NONE _ RELOCATION P2-19 KEYP LAN i GRINDER C o ( ( I 219 BAY 6 i a SOUND ATTEP L I ENT I 1 I CEILING(BAFFLES YP, COMPO ENTERUPPLY EL PANEL'LA' P1-12? �P1-12? P1-28 P128ADi.-.L-F.--.--_--_.�.__.-._._._.__._.-.__.__._.- ._.T__._._,_ LMLA A j PLAN 0 8 16 BAY 7 SCALE: - scale feet DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: ® stud' FEBRUARY 01, 2019 0 E(� ON ASSOCIATES, IN v�'°�eFa`��s LDO�TYAEGUI � TDC CSC Frame Rack Q 90% DESIGN SUBMITTAL 02/05t19 �T�J�� ENGINEERS - C�N$ULTANTS CSMITH Component Supply Center -SOUTH BASE PERMIT SUBMITTAL 08/22118 18300 C TTLE, NS HI ROAD, SUITE 330 L King County DRAWING NO: CHECKED BY PROJECTNO: SEATTLE, WASHINGTON 98188 � Q o ARCHITECTURE 2001WestemAve.,Suits 200 TEL 206 243-5022 �"� 37 9 DRALPHS 1133368 Departmentof ELECTRICAL PLAN E1.01 30%DESIGN SUBMITTAL a6/27/18 ) �1s1� 1 PLANNING Seattle, WA USA 98121 2MS57SWtel WWW.eICOn.COm TONAL CHECKED BY CONTRACT No: Transportation SHEET NO: OF jr No. REVISION BY APP'D DATE CONSULTING wwwstudl0MS=n E00444E16 D. COWMAN JW& RECEIVED CITY OF TUKWILA MAR 0 0 2019 PERMIT CENTER GENERAL NOTES No. 3� r IMAGE -SAFETY SWITCH,�B� SCALE: NONE - ® stud'CMENG STRAZZARA ARCHITECTURE 2001westemAva200 S121 PLANNING Seattle, WA USA 98121 ___,a, CONSULTING wwwstudiomscom 90% DESIGN SUBMITTAL 02/05/19 PERMIT SUBMITTAL 08/22/18 30% DESIGN SUBMITTAL 06/27/18 REVISION BY APP'D DATE PANEL P9 BLDG CSC BASE SB DATE 5-Feb-19 TYPE Sq. D, NH1B, HCN BUILDING Unit Repair SURFACE or FLUSH • SURFACE LOCATION MEZZ. H-7 ELECTRICAL ROOM MAIN BKR. 160A/3P FEEDERS 3143/0, #6 Grid, 2"C RATING 200A, 208Y/12OV, 3PH, 4W FROM PANEL "PK"-37,39,41 SHORT CKT. RTG., Isym REF. DWG. NO(s) REVISED CKT. REVISION(s) DATE REVISED ### ENGINEER C Reynolds JOB NO. CIRCUIT FRAMES & AMPS WIRE SIZE LOAD DESCRIPTION HP AMPERAGE LOCATION a b c 1a 20A/1P 12 REC - W-8,9,16,18; F-3,7 9.0 ROOF - A-G:1-13 3b 20A/1P 12 REC. - HV-19,22; F-17,23; CU-4 7.5 ROOF - A-G:1-13 5c 20A/1P 12 LTG. - W-8,9,16,18 (OFF) 3.3 ROOF - A-G:1-13 7o 20A/1P 12 LTG. - HV-19,22 1.7 ROOF - A-G:1-13 9b 20A/1P 12 CONTROLS - HV-8,9,16,18 4. ROOF - A-G:1-13 11c 20A/1P 12 CONTROLS - W-19,22 2.01 ROOF - A-G:1-13 130 20A/1P SPARE 15b 20A/1P SPARE 17c 20A/lP 12 REC. - HV-10,17;AC-7; F-5; AMU-2 7.5 ROOF - H-R:1-13 190 20A/1P 12 REC. - HV-11,15; CU-1,5; AMU-3 7.5 ROOF - H-RA-13 21b 20A/1P 12 REC. - HV-12,13,14; F-8; AMU-1; F-6 9.0 ROOF - H-R:1-13 23c 20A/1P 12 LTG. - W-10,17 1.7 ROOF - H-R:1-13 25o 20A/1P 12 LTG. - HV-11,15 (TRIP) 1.7 ROOF - H-R:1-13 27b 20A/lP 12 LTG. - W-12,13,14 2.51 ROOF - H-R:1-13 29c 20A/1P 12 CONTROLS - W-10,17; AC-7 3.0 ROOF - H-R:1-13 310 20A/1P 12 CONTROLS - HV-11,15 2.0 ROOF - H-R:1-13 33b 20A/1P 12 CONTROLS - HV-12,13,14 3.0 ROOF - H-R:1-13 35c 2OA/1P FLAT SCREEN 37o 20A/1P SPARE 39b 2OA/1P SPARE 41c 20A/1P 12 SPARE 2a 20A/2P 12 CU-4 - ROOF 12.0 G-9.5 - HACR BREAKER 4b 1 12 12.0 6c 2OA/1P 12 F-17 - ROOF 9.8 E.5-11 80 30A/3P 12 AC-7 - ROOF (OFF) 10.1 H.7-7.5 - HACR BREAKER 1015 1 12 10.1 12c 1 12 10.1 140 20A/2P 12 CU-5 - ROOF 12.0 L5-11 - HACR BREAKER 16b 1 12 12.0 18C 2OA/2P 12 CU-1 - ROOF 12.0 P-12 - HACR BREAKER 20a 1 12 12.0 22b 20A/1P 12 F-4 5.8 A.5-6.5 24c 2OA/1P 12 F-8 - ROOF 4.4 P-13 26a 20A/IP ISPARE 28b 20A/1P ISPARE 30C 20A/1 P 12 F-5 & F-24 - ROOF (SPARE??) 8.8 H.5-8.5 & J-8 32a 40A/1P 6 FRAME RACK ELECTRIC PUMP 20.0 BAY 1,COLUMNS 4-5 34b 20A/1P SPARE 36c 20A/1P SPARE 38a 2OA/1P SPARE 40b 20A/1P SPARE 42c 20A/1P ISPARE ucmruvu nvn= W.v Wrvrvcvw cu nvn= v�.v I oo.v l Oo.V l oz.01 I U IAL AMt'S Measured Load NOTE: 1. PROVIDE NEW 40A/1P CIRCUIT BREAKER ON CIRCUIT 32a FOR NEW FRAMERACK. Voltage Drop Calculations ELCON ASSOCIATES, INC. ENGINEERS - CONSULTANTS VOLTAGE (Line-to-Line/Neutral) 120 Project Name: King County Metro CSC Frame Rack Phase 1 Project Number: 8512-003.00 Wires 2 Date: 7/25/2018 Power Factor 0.9 Engineer: LF Otaegui Multiplier 2 Panel/Ckt: Line Load Line Line Conduit Wire Conductor Cond Impedance Volts Voltage Segment Description Amps Amps Length Type Type Size Phase %Z Drop Drop % 1 Hydraulic Electric Pump 20 20.0 170 steel cu 6 1 0.450 3.1 2.6% 2 20.0 3 20.0 4 20.0 5 20.0 201 20.01 170 i 3.1 2.67. ENGINEERS - CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 SEATTLE, WASHINGTON 98188 TEL (206) 243-5022 www.eloon.com 1. ALL WIRING TO BE COPPER. 2. HAZARDOUS AREA CLASSIFICATION: ABOVE SLAB -UNCLASSIFIED. �1 PROVIDE MANUAL SAFETY SWITCH, NEMA-1, 120/24OV, 60A. Q STRUCTURAL SUPPORT -BY OTHERS Q PROVIDE 120V, 50A TWISTLOCK RECEPTACLE. ® PROVIDE FUSED SWITCH 600V 60A 3P NEMA 12. SEE SPECIFICATION REQUIREMENTS. 50 PROVIDE 480V 60A 3P/3W INTERLOCKED RECEPTACLE. ® REMOVE EXISTING 60A RECEPTACLE. REPLACE WITH FITTING OR JUNCTION BOX AND EXTEND CIRCUIT TO NEW SWITCH BELOW. O7 REMOVE ABANDONED PIPE TO CREATE SPACE FOR NEW, 120V CIRCUIT, KEYPLAN REVIEWED FOR CODE COMPLIANCE APPROVED MAR 15 2019 City of Tukwile BUILDING DIVISION COMPONENT SUPPLY CENTER DESIGNED: APPROVED: METRO TRANSIT DIVISION UI A TDC CSC Frame Rack DRAWN: DRAWN: Component Supply Center - SOUTH BASE C SMITH ^_ Kir t►V(� ty CHECKED BY PROJECTNO: DRALPHS 1133368 Department of Transportation DETAIL AND PANEL SCHEDULE CHECKED BY CONTRACTNO: D. LOWMAN E00444E16 DATE: FEBRUARY 01, 2019 DRAWING NO. E 1.02 SHEETNO: OF - RECEIVED CITY OF TUKWILA 14AR 0 8 2019 PERMIT CENT&i �TO PANEL'E. MAINTENANCE TO MAIN DISTRIBUTION SWITCHBOARD MAINTENANCE TO DISTRIBUTION SUBSTATION FUELAYASH BUWING BUILDING BUILDING I _ - - - �_ - 51—U-502 51 U 503 K K 600A, 30 LOAD INTERRUPTER J SWITCH, 4.8 KV 2 i II 250 E XXXX (3) K 2.5/5KV CURRENT i LIMITING POWER FUSES r A 750 KVA 4160, 480Y/277V iOOA I I � Z = 5.OR 30 ( - TRANSFORMER I I 51-Y-402 ` GFI-1000AT/1200AF i as vs J A V 1 2 3 41 5 6` 7 300A J 300A 30KVA - 480-480Yf L- - - 277V I PANEL PLL P4PELA0K ?A A MD0A L 30DAMCO PANEL PDA 8 9 10 400A SUB FEED LUG SUBSTATION "A" (MEZZANINE) I I I ( I NOTE 1 51-Y-403 K 1000A K I (TIE YY GFI BREAKER)4 J N.O. 1` 1200A BUS, 480/277V, 30, 4W 111 1 112 1 13 �1`4 115 150A) 150A 1 200A) 1 200A) 50 �a ti PANEL 225A MLo PANEL MID CT R ME22 MEZZ SPOT SUB 'A' FCP SHT Mit M101A WELDS MEZZ RM /20 3-#8, #10 G, 3/4"C TEA 3OKVA — - 480-208/ 120V I PAINT/ DRYER CONTROL PANEL #1 P NIL Ti a 15KVA 400A 480-208_ m MID � — /120V - < COLRPO 2 IM NEL T,0 45KVA Q T2 ADA?? /120V 480-208 T R/120V 01A 9KVA I a P� PA®d PANEL PP B2EAL P P d ML02 ifO1LD� 100A 50A 150A MCB 704 MM 50A MM LG UNR LG UNR MEZZ ORRIDO SHT MTL OR 15 Oft 75 1 COL P72 FA 105 ( 2 2 60A 60A L_ _ _ _ _ _ _ _ _ FRAME RACK BAY 1 COL 4-5 _ _ _ _ ELECTRIC WINCH BAY , COL 1-1-1/2 HP 4-5 267 HP _ 17 18 19 20 2\11 j 1` 2\ 200A) 70A) 225A) 70A) 225A 1 1175A 1 175A P PANEL PAE225A EL PPEL PAkR EL PD 225A 225A 225A wD MUD MDORRIDO FURNACE ORRI.O FURNACE MACHINE .COL P7 BAG COL AH HOP /0 i6 T12 30KVA 480-208 /120V QIT4 30KVA 480-208 _ /120V P 0 I a P 'L PANEL PP72d 50A 100A SOA SM MCB ,ODA MCB 10nA MCt DO RIDO H0010 COLIP7 CO stud' OMENG STRAZZARA ARCHITECTURE zoolwestemAve.,Suttez00 PLANNING Selrt 11AUSA98121 206 5873797tei CONSULTING wwwsWwwwstudioms.mm 90% DESIGN SUBMITTAL 02/05/19 PERMIT SUBMITTAL 08/22/18 30% DESIGN SUBMITTAL 06/27/18 No. REVISION BY APP'D DATE I e I I I I I PANEL I I I I ALTDOM I I I I I I = 4803 200 I I /12Dv , I _ I � I MPZt I I I m I I I I I PP3L I i I 1ooA I I tuna IN:B I i MACHINE I I HOP ,0 4 51—U-504 �� 51—U-505 I K I 1^ I 600A, 30 LOAD INTERRUPTER r _ _ J SWITCH, 4.8 KV II ' 250 E XXXX (3) K 2.5/5KV CURRENT LIMITING POWER FUSES 750 KVA 0 4160, 480Y/277V Z = 5.O7 TRANSFORMER 51-Y-404 GFI-IOOOAT/1200AF AS VS 3\ 14 15 16 7 200A 175A \ 1 175A ) 175A - PANELPA PF 2MUO 2: 1 IAO A 0o PARTS COMP COMP MA E1] OR 21 CP-2 CP-1 H01 GENERAL NOTES 1. ALL EQUIPMENT SHOWN IS EXISTING UNLESS NOTED OTHERWISE.. 2. HAZARDOUS AREA CLASSIFICATION: ABOVE SLAB -UNCLASSIFIED 1 I SUBSTATION "B" (LOADING DOCK) DWG E6.02 I' KEYED NOTES I 01 PROVIDE NEW CIRCUIT TO DISCONNECT SWITCH 2-#6, 1-#10G, 3/4"C. Q2 REPLACE EXISTING RECEPTACLE ON CIRCUIT 'PA-28' WITH NEW INTERLOCK RECEPTACLE SWITCH FOR ELECTRIC WINCH. MATCH EXISTING FOR CIRCUIT EXTENSION. 30 ELECTRICAL CORD (BY WINCH MANUFACTURER) WITH 60A, 3P/3W - 480V TWIST -LOCK PLUG. I� PANEL PDB 1200A BUS, 480/277V, 30, 4W 7 8 9\ 10 11 12 13 1`4 15 175A ) 175A iu 1 125A ) 150A ) 50A PAINT PNECCPPM ) 300A ) 40A 1 150A ) 150A BOOTH ?ABREATHING mw ELEVATOR AIR COMP RM 167 CONTROLLER VIA 70A FUSED R ts] DISC is 30KVA 480V� 30KVA d LL —5 KVA A LL 480-208 2401 480-2088� /120V _ /120V = NEL PANEL PA 5 P6 ion iODA 5M n5i RIDO LG UNIT PA E17 TOR 15 "PC] TO 60HPLA ELL MACHINEOF ENGINEERS, CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 SEATTLE, WASHINGTON 98188 TEL (206) 243-5022 www.elcon.com 16 17 400A 3UBFEED ) 61 LUG - ELECT DOA RM. Q 167 TRANS DYNO XP VAP-1 60A/3P T7 Jla Uj_U 60AF Q , 75KVA — 15KVA I 480-20881 4 QQ OS 45KVA /120V =2012/ 480-208 /120V I I P PB PP EL54a AMCe't 3CA Idw I RM Ei 67 I RE ELECT 167 HAZARDOUS PANEL MATERIAL SHED 21.OMMA ,7 NOTE: SHED 1. KIRK -KEYS ALLOW ONLY 2 OF 3, 1000A, CIRCUIT BREAKERS TO CLOSE AT ONE TIME. - — — — — — — — — — — — — — — — — — — REVIEWED FOR CODE COMPLIANCE APPROVED 11AR 15 2019 City of Tukwila BUILDING DIVISION KEYPLAN I COMPONENT SUPPLY CENTER DESIGNED: APPROVED: METRO TRANSIT DIVISION L OTAEGUI TDC CSC Frame Rack DRAWN: Component Supply Center - SOUTH BASE C SMITH KiI'ig County CHECKED BY PROJECT NO: DRALPHS 1133368 Department of Transportation ONE -LINE DIAGRAM CHECKED BY D. LOWMAN CONTRACT NO: EOOWE16 DATE: FEBRUARY 01, 2019 DRAWING NO: E 1.03 SHEETNO: OF - RECEIVED CITY OFTUKWILA MAR 0 8 2,019 PERMIT CiEN TER