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HomeMy WebLinkAboutPermit D01-388 - KING COUNTY METRO TRANSITDO1-388 King Co. Metro 1 2100 East Marginal Wy S �� ...............`„ t� :..,..,....:..,..:r...:::_.c._ v .... , .�� C - w.. tii:.... a..: c..:.+:, .�....W_...:ac:...a>..�.zc�.r., City of Tukwila Department of Community Development / 6300 Southcenter BL. Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600421 Permit Number: D01 -388 Address: 12100 EAST MARGINAL WY S TUKW Issue Date: 01/31/2002 Suite No: Permit Expires On: 07/30/2002 Tenant: Name: KING COUNTY METRO TRANSIT Address: 12100 EAST MARGINAL WY S, TUKWILA, WA Owner: Name: METRO ACCOUNTS PAYABLE Address: SO.BASE 5432- 50706D50304, 821 2ND AVE Contact Person: Name: DAVID MYERS Address: 902 N. SECOND ST., TACOMA, WA Contractor: Name: CUTTER INC Address: 308 N 62ND ST, SEATTLE, WA Contractor License No: CUTTEI *030B3 DESCRIPTION OF WORK: REMOVE EXISTING MAN DOOR. REPLACE WITH NEW 5 W/8 H 1 HOUR RATED COILING OVERHEAD DOOR. Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm $16,500.00 SPRINKLERS /AFA DEVELOPMENT PERMIT Start Time: Private: N Private: N ** Continued Next Page ** D01 -388 Phone: Phone: 253 - 572 -3993 Phone: 206 - 781 -9661 Expiration Date: 01/01/2003 Fees Collected: Uniform Building Code Edition: Occupancy per UBC: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. End Time: Public: N Public: N $465.26 1997 Printed: 01 -31 -2002 mo w: 6 JU 0 CO CI W= w wO u. F= W , Z H; Z O ; O I— =U ui Z ' Z I. Signature: doc: Devperm City of Tukwila Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. 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 or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 - 3670 Print Name: - ".. __.`1 • - � �,�,t' 4 -� "C^-� v -r v j . 1-1 AN c1et This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D01 -388 Date: 31"-oa Date: l -3) - 0 2. Printed: 01 -31 -2002 J U . U 0 CO W W= V) fa_ w 0 ;. tL < D : w , ii•- 0 `' Z �-- : o n in W L L I H U, LL �: 0 : ui 0 Y2 0 Z doc: Conditions City of 'Tukwila LtiS u :�t;.'.iL'xvtiw_v.NXi4Lwa��hliL:e "W'...v4 PERMIT CONDITIONS D01 -388 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600421 Permit Number: DO1-388 Address: 12100 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 12/20/2001 Tenant: KING COUNTY METRO TRANSIT Issue Date: 01/31/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 4: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 5: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 6: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 10: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection raing. Such label shall be approved and shall be permanently affixed. (UBC 713.3) 11: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 12: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) 14: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 15: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 16: These plans were reviewed by Chief 53. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws Printed: 01 -31 -2002 ,�.,cv..n.>,• ro,.,,.. n�nv.• �. r •cF•'�t��rw+'•e�tar. �,v7Hy5YSk'�frerin�s, Print Name: 5 -e h doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 regulating construction or the performance of work. Signature: J 6- , FL A D01 -388 Date: 7 - - O Z Printed: 01 -31 -2002 U ; U O f ! CO U' . . . CD WI IL W LL Q A = d; . F- ; . _'; Z F.. II— a Z _F- W W' U O . 1 W W' 10 I-1 H V , I .. Z U Nt Project Name /Tenant: // Existing use: Cl Retail ❑ Restaurant ❑ Multi - family Cl Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University Other _Ezz _, gi1 ciii Proposed use: ❑ Retail ❑ R estaurant ❑ Multi-family ❑ Warehouse p y El Hospital ❑ Church Cl Manufacturing ❑ Motel /Hotel in Office ❑ School /College /University I2 ether i /', le 4'el Value oof Construction: Will there be a change of use? ❑ yes )-no Site Tress (incluale suite number) / 00 r Al s L Will there be rack storage? ❑ yes ,no City State/Zip: _kJ t7 li' ; Tax Parcel Nu Property Owner: Phone: Street dress: City State /Zip: Fax it: Contractor: Phone: ~ Street Address: City State /Zip: Fax It: Architect: 0 / /.. -- Z r A-� Street Address: 0 E G-■ ..L� --I, Phone: ggel ' . 7,7 - ;3`'H3 City State /Zip: '�-- Fax it: Engineer: /. A . i .. Phone: CIS , 6'..3 - .tttr.eI i ' Street Address: / City State /Zip: Fax it: Contact Person: ?7ceofcQ G r_ Phone: x.55-5 - 572 -3q9 5 Street A dress: C ia a 4ecc j€ e City State /Zip: Fax #: 25 -57Z Z -/R5 C ©tea, 4 WV03 Description of work to be done (please be specific): , WI Or etc / .94. i1'lecki Pct trr /c ce co/77 .-v x 9I . /4.r rk eee eon % v p&p -lt Q cr7 r. Existing use: Cl Retail ❑ Restaurant ❑ Multi - family Cl Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University Other _Ezz _, gi1 ciii Proposed use: ❑ Retail ❑ R estaurant ❑ Multi-family ❑ Warehouse p y El Hospital ❑ Church Cl Manufacturing ❑ Motel /Hotel in Office ❑ School /College /University I2 ether i /', le 4'el Building Square Feet: existing No. of Stories: A Area of construction (sq ft): /DO Will there be a change of use? ❑ yes )-no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ,no Existing fire protection features: sprinklers matic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? -yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Date applic accepted: i t � e)/ l l /10 /00 clpermU.doc CITY OFTUK'' { ILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 - 3670 Date application expires: l;:: i::.: r�i.; 7t• N'+ i• ru:.: ku.`: t :.:..la....."�auc,Lore.!ku.w.1:+ Project Number: Permit Number: tre1121P:' Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling CI Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer it: � ❑ Sewer Main Extension 0 Private 0 Public CI Storm Drainage Cl Street Use CI Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt it: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent it Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: El Miscellaneous 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.8 of the Uniform Building Code (current edition). No application shall be extended more than once. Applicassion taken by: (initials) • PLEASE SIGN BACK OF APPLICATION F • RM lf2 "A.. +v/. . : ,,..ar »m empom+:7nmtuwc+:nt nm%Arp:Fad'•a!'"?:.d". eggIll' Ak`e•t:!.,. BUILDING 0 R OR AUTHORIZED AGENT: Signature: / -. 4/ // 4 Date: J Aor, 1 G Print name: pAU1c / 74 4 �=� Phone �� 2 _ 7 Fax il: � 2 C ' y /9 5 l+ , Address �>�� N e '�" City /State /Zip G- {�a9/1lcz a. / 8 APPLICATIOCUST BE SUBMITTED WITH THEfiLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL n. OR�CIM I,� NGINEER At /C 'SnA BE AT A LEGIBLE SCALE AND NEATLY DRAWN y BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of ❑-- Vicinity Map showing location of site o Complete Legal Description ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to he removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). any hazardous materials; dimensions of proposed tenant space. Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. El 0- Indicate proposed construction of tenant space or addition and walls being demolished ❑ Construction details -- ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). El Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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. t U.f 1 /00 cipermi.iloc • Receipt No.: R020000131 Initials: KAS User ID: 1684 Payee: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 7340600421 Permit Number: D01-388 Address: 12100 EAST MARGINAL WY S TUKW Status: APPROVED • Suite No: Applied Date: 12/20/2001 Applicant: KING COUNTY METRO TRANSIT Issue Date: CUTTER CONSTRUCTION TRANSACTION LIST: Type Method Description Amount Payment Check 6150 283.75 Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE ' • • Description Account Code CITY OF TUKWILA RECEIPT. 000/322.100 000/386.904 PW DCD 279.25 \ PW OCt' 4.50 CHECK 283.75 02/01/02 if) , 1530 0097 3247 RECEIPT Payment Amount: 283.75 Payment Date: 01/31/2002 11:28 AM Balance: $0.00 279.25 4.50 Total: 283.75 3247 02/01 1716 TOTAL 283.75 Printed: 01-31-2002 J U Parcel No.: 7340600421 Permit Number: DO1-388 , U 0 , Address: 12100 EAST MARGINAL WY S TUKW Status: PENDING , u) w ' Suite No: Applied Date: 12/20/2001 U X Applicant: KING COUNTY METRO TRANSIT Issue Date: N u." W 0 , Receipt No.: R010001571 Payment Amount: 181.51 g Q Initials: KAS Payment Date: 12/20/2001 12:34 PM H W ! User ID: 1684 Balance: $283.75 Z H F=O Z i - U1 TRANSACTION LIST: :Ci F- Type Method Description 2 UJ Amount 1- — O' Payment. Check 13437 181.51 Aid Z U N 0 Z Payee: ACCOUNT ITEM LIST: Current Pmts doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 THOMAS COOK PLAN CHECK -. NONRES Description CITY OF TUKWILA RECEIPT PW DCD 181.51 CHECK 181.51 12/21/01 16 15:51 0097 1970 RECEIPT Account Code 000/345.830 181.51 Total: 181.51 1970 12/21 9716 TOTAL 181.51 Printed:. 12 -20 -2001 P oj ect: i ,N7q C f HF Vim 4iT . Type of Inspection. /71'I Addr ,2VDU "rigid G/ ? ' / Dat c a/ ll 7 Special instructions: in �� fire ,,7 .. Sop' J A l 4- "� v 0 . e»i'lrn e-C- Date wanted: a.m. (u' / ` a / Requester: - vto,terdX Phone: t INSPECTION NO. CITY OrTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 �.sca2�; 1'�±;•�e.�..+r �jJ.nC' ;•f!n- •L:.7i.T' Approved per applicable codes. INSPECTION RECOR Retain a copy with permit rus r•<! C:' iSi,:! �;.. �as�', ti�+ F... f. . .�v'�.;,�...:ioa:..�� G `:;ii3�..'��" ' �,:.�e.:ii� : (206)431 -3670 Corrections required prior to approval. COMMENTS: r Kpe I 11Pt. b ) t hot , e-iter e rn wt trn1 Co IV\ Inspector: (Rn Date: 1_10_ GZ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ..h.Sic >�i;vy! ...:- - •- .r. � Z�,� `h • f .T ± V • � �r. .�.... .�r..Sr...A.... -. h�_ r.�...� - . —.-� —+ .. "ZT� R F r ^ ��.`.7�"d�. r"?7ry . y , ��. .i �...4��` � wV`r, ti{ ra;«'v},��.+v iJ ,"t v'A `k..r�,• � �` tit: 4• �9± w� '4`2nA+'�NS�'frN+{�'�e:w.'�iitiY ..ut`{•j,.i+•+4cw. tj„�M ��tr'1-�i+«n•w z .:wF -+,.•. ,y .� ZTr,�* �� + � t ab/41111044 John W Rants, Mayor Fire Department Thomas R Keefe, Fire Chief Project . Name / 'C.12,j7// 6/15E Address / 6: l� Retain current inspection schedule Needs shift inspection X Approved without correction notice Approved with correction notice issued Sprinklers: `>r' Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP Authorized Signa TUKWILA FIRE .DEPARTMENT FINAL APPROVAL FORM Permit No. /) C/ T.F.D. Form F.P. 85 Suite .# (v/go Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57S • Fax (206) 575 .... a+: a...: rww.. c.:•. W i::..:.... ��.., r. ei .::n�,..;wr:..:t;�c..::.::.:nat 12/19/2001 17:10 FAX 2066232608 EAST BASE SOUTH BASE S W M B STRUCTURAL CALCULATION FOR METRO TRANSIT DIVISION CONCRETE WALL OPENINGS BELLEVTJE WASHINGTON SEATTLE WASHINGTON BY SKILLING WARD MAGNUSSON BARKSHINE INC DECEMBER 2001 . I understand that the Plan Check aDnrovars a CITY RECEIVED DEC 202001 • PERMIT CENTER TYJfr3gZ Z002/007 002/007 • 12/19/2001 17:10 FAX 2066232608 f SKILLIHG HMO s MRGHIISSOH � BRAKSHIHE PROJECT K , C. Mme, fast & Sad(, 8404 , Wall 8pe ri,i h 5 SHEET LOCATION f !g.QJ 5exacie L4J 4- CLIENT TGQI, DATE Pe 0! BY A'. / �ry D, a,Genuv qper•i, Consulting Structural and Civil l Engineers SWMB � b3).+(4,3) C441/A-a F Ij 003/007 Design Sheet 12/19/2001 17:11 FAX 2066232608 ig°e SKILLIHG A WAND M A G N U S S O N Consulting Structural H A R K S I I I T I E and Civil Engineers PROJECT K.C. ftlty eat & S mak 5246d , Wall 0p!'t." nj 5 LOCATION &A - 5P- 0- W4 CLIENT 'MN DATE Pee. Oi BY 74W PMn�c ?Pb . SUUDGUDNIAMINWIN Eklossu C.IFagaswz S W M B al 004 /007 SHEET CONCRETE BEAMS 3.5.511 BEAM TENSION REBAR COEFFICIENTS i 76cs -. MJ K'fl) -CNA d ;ud ' au.d(in) 'E a Ku'4 - C( )ju -Iti- . 3 - #� ut 0 ,1C, Design Sheet l� M = 8 .7 917 no00) la_ (3W s � -= 2.19(0 2.96 (3') 0. b el' •� : 1 ? GU 6:'. Q e Q 2. J U 00 CO W I 1- U) u_ W O. g -s . � . cc: • a. �W _. Z � z mo o ` '0,-. .O W W U L • - L Z: w •c) O �. Z . � , • Q,� .c/ 0.028 0,042 0.056 0.070 0.004 a/d • 0.024 0.036 0.047 0.059 0 071 J u 0,900 0.962 0.576 0.770 0 9a4 7c =3ks1. f =4ki. 1� NN N r7 0 F O :' rs rJ rI ri IY -P 4o 2.96 2,95 2.93 2,91 2.89 f =EO 4.45 4.42 4.39 4,37 4.34 54 BO 106 . 132 157 182 243 2,88 4.31 0.037 0.053 0,:59 207 276 2.86 4.29 0,111 0.055 0,953 231 30u 2.0 4.26 0.125 D.106 0.947 255 540 2.02 4,23 0.1L9 0 ■110 0.941 279 372 2.00 4.21. 0,153 0,130 0.935 302 403 2.79 4.38 0.167 . 0.142 0.929 325 434 2,77 4.15 0,101 0.154 0,923 . 340 464 2.75 • 0,195 0.165 0,917 371 494 2.73 . 4.10 0.209 0.177 0,911 393 524 2.72 • 4.07 0 D22 0.189 1 o 905 415 553 2.70 0 ■ 236 0.201 0 ■ 900 436 502 2,60 0,250 0.213 0.894 427, 610 2.66 Q ' • T s1 0.264 0.224 0.000 470 638 2.GS 0.270 0.236 0.032 199• 668 2.63 0.272 Q.2; e8 D_6.76 519 692 2.61 3.92 0,306 0.260 0.070 539 710 2.59 3,09 0,320 0,272 0.564 550 744 2,57 3.06 0.333 0.263 0.450 570 776 2.56 3.04 0.3 0.295 0.652 597 795 2.54 3.81 0.361 • 0.307 _ 0.84G 610 820 - 2.52 - 5.78 u.375 0.319 0,841 633 845 2.50 3.76• 0.309 0,331 0.033 651 869 2.41 3.73 0,40$ 0.342 0.829 •609 852 2.47 3,7D. 0.417 0.354 0.823 616 915 2.45 3,68 0,031 8.366 0.817 7uS h No WI .3 rQy so so .. NNcu JN' 0.44y 0.37, 0.811 720 0.45D 0.390 0.805 736 0,472 0.401 0,779 753 n CI 0 0.406 0 ■ 413 0.793 '768 0.500 0.425 0.797 ,. 704 0,514 0.437 0.732 12/19/2001 17:11 FAX 2066232608 ig°e SKILLIHG A WAND M A G N U S S O N Consulting Structural H A R K S I I I T I E and Civil Engineers PROJECT K.C. ftlty eat & S mak 5246d , Wall 0p!'t." nj 5 LOCATION &A - 5P- 0- W4 CLIENT 'MN DATE Pee. Oi BY 74W PMn�c ?Pb . SUUDGUDNIAMINWIN Eklossu C.IFagaswz S W M B al 004 /007 SHEET CONCRETE BEAMS 3.5.511 BEAM TENSION REBAR COEFFICIENTS i 76cs -. MJ K'fl) -CNA d ;ud ' au.d(in) 'E a Ku'4 - C( )ju -Iti- . 3 - #� ut 0 ,1C, Design Sheet l� M = 8 .7 917 no00) la_ (3W s � -= 2.19(0 2.96 (3') 0. b el' •� : 1 ? GU 6:'. Q e Q 2. J U 00 CO W I 1- U) u_ W O. g -s . � . cc: • a. �W _. Z � z mo o ` '0,-. .O W W U L • - L Z: w •c) O �. Z . 12/19/2001 17:11 FAX 2066232608 S W M B i rl SHILLING WM MAGNUSSON Consulting StrudurnI MK S HIRE and Civil Engineers PROJECT K,C.Irle,k) few Er souskegats Well Ope■tiAl ti3 5 SHEET LOCATION fjelione. & SgAra 144 - WENT 764k DATE Pe6,, 0) BY 414/ c z t ope.y6/ Yez, pittlov 4 k addgit blare eAzof ecv44__- — — — Design Sheet W1005/007 e ,•• : , ,t't•;:;:tf.); I- 12/19/2001 17:11 FAX 2066232608 S W M B SKILLING WARD MAGNUSSON • BAAKSHIAE PROTECT K, . *AD, , fast &. Soak 5a .& , Wall o pf wi n9 5 SHEET LOCATION , deiumL gr.' Stage Wit CLIENT TGRK DATE Pee, 0/ BY ,4V/ • r- ,j.3 �_ 57P*' wie rrog ti 014 (I Q) yg' it R o ,L, v Ci T r� \• Consulting Structural and Civil Engineers 06 F Rc T HT eAsT 8A • pre*. lit x „ • la 006/007 Design Sheet 3 64; O.j 4D — fps 3 LP itS ' 12/19/2001 17:12 FAX 2066232608 I 12 T11AAll MAGNUSSON BAAKSNIAE ALLOW ..___CILEAmEaacatstaLlyINSIONM VALUES FOR DRII I FD IN CONCRETE ANCHORS STONE AGGREGATE CONCRETE 3: • ANCHOR MIN NUM DIAMETER EMBEDMENT (VW (NCH) - 1/4 1 -18 318 1-314 1R 2 -114 518 2-3/4 348 4 4-12 1-1/4 5.112 Consulting Sirudural and Civil Engineers WITH SP. INSP. 200 550 945 1340 2200 3055 • 3510 4360 S W M B LOAD TAHLEg FOR DICA TENSION ( WITHOUT SP. INSP. 146 VS 475 670 1100 1805 2525 SHEAR (LB5) 265 579 860 1358 1556 2391 3584 4156 PROJECT K so , Ca f & Soak ersta, kio. U oef, a f ,!p, n.3 j SHEET LOCATION ast. - SLg. l 2 CLIENT T & DATE ae 01 BY 701/ CONCRETE CONNECTIONS 3,7.511 Pc. 3,000 PSI %" . ,�i6fr . sidt MAX m — 'ox. / — l< / 2, Z007/007 Design Sheet Letter of Transmittal • itlf1MAs r(111K REfll RfINV/1I11 T o : City of Tukwilla - Permit Center Attention: Plan Reviewer Date: 01/02/02 From: David R. Myers AIA Project Name: King County Metro Battery Room Doors (South Base) Project Number: 9907 -114 Copies to: -0- We are sending you: XI Attached Items Transmitted: T r a n s m i t t e d as checked: For review and comment n For approval Returned after loan to us Comments / Action: To Whom it May Concern: Sincerely, David R. Myers AIA Project Manager L X Qty. 4 via U.S. Mall Copies of sheet El Thomas Cook Reed Reinvald Architects PLLC "-e6a //A Item X via UPS - Air Hand Deliver For your records Reviewed as noted As requested Improving Lives by Design R4 , JAN 0 4 2602 COM MUNITY DEV ELOPMENT X Will Call Dated Pages 12/06/01 For your use Enclosed please find four (4) copies of the electrical drawing for the above referenced project. The architectural drawings were submitted to your department on December 20, 2001 under permit number D01 -388. Please incorporate this drawing into the architectural set. Thank you for your help and understanding. Please feel free to contact me with any questions. Revise and Resubmit architect @tcrr.com 253.572.3993 FAX 253.572.1445 902 NORTH SECOND STREET TACOMA. WASHINGTON 98403 ACTIVITY NUMBER: D01 - 388 Original Plan Submittal DATE: 12 -20 -01 PROJECT NAME: King County Metro Transit SITE ADDRESS: 12100 E Marginal Wy S SUITE # Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: BuildintDiv��ision ci IZ/z1t' P ic or 1,-z747/ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved \PRROUTE.DOC 5/99 Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: PERMIT COOED PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions Fire Prevention Ei AwL t�I Structural Incomplete Structural Review Required REVIEWER'S INITIALS: Planning Division 17 ,-4-01 Permit Coordinator DUE DATE: 12-27-01 Not Applicable No further Review Required DATE: DUE DATE 1 -24 -02 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PERMIT COORD COPY DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 388 PROJECT NAME: King County Metro Transit SITE ADDRESS: 12100 E Marginal Wy S SUITE # X DATE: 12 -20 -01 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Planning Division Permit Coordinator DUE DATE: 12 -27-01 Complete 1 Incomplete 1 1 Not Applicable Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: 12 - 27 - 200( APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved with nditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: I�iG�llxiw n Structural Rev' Required Approved with Conditions No further Review Required DUE DATE 1 -24 -02 Not Approved (attach comments) DATE: Z7-26 DUE DATE Not Approved (attach comments) DATE: PERMIT NO.: 'WI — 3 t ?* BUILDING PERMITS INSPECTIONS ❑ 1 Progress Inspection Status ❑ 2 Pre - construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection/Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines ❑ 90 Resteel ❑ 95 Footing Drains ❑ 100 Foundation Footings ❑ 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing ❑ 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ 610 Chimney Installation/All Types ❑ 700 Framing ❑ 750 Roof/Ceiling Insulation ❑ 800 Floor Insulation ❑ 801 Wall Insulation ❑ 802 Exterior Roof Insulation ❑ 803 Glazing Inspection ❑ 815 Lighting and Controls ❑ 900 Suspended Ceiling ❑ 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof ❑ 400 Final -Fire 1700 Final- Building ❑ 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special- Concrete [4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special- Welding ❑ 4005 Special -High- Strength Bolting ❑ 4006 Special- Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special - Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special - Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 4012 Special- Grading, Excav /Fill ❑ 4013 Special - Retaining Wall ❑ 4014 Special -Panels ❑ 4015 Special -Smoke Control System TENANT NAME: ti' CONDITIONS 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division ❑ 10002 Plumbing permits shall be obtained through King Co ❑ 10003 Electrical permits obtained through L & I ❑ 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available ❑ 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high - strength bolting shall be special inspected d 10009 Bolts installed in concrete shall be special inspected 10010 When special inspection is required...notify Tukwila Building Division 10011 The special inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the roofing contractor verifying fire retardant class of roof [10019 All construction to be done in conformance w /approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of ❑ 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated ❑ 10026 All structural masonry shall be special inspected Sir 10027 Validity of Permit ❑ 10028 Rack storage requires separate permit ❑ 10030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements of TIvMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of 0 will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 10042 Fuel burning appliances ❑ 10043 Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 10045 Reroof ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer: Permit Tech: Date:12 Date: 1 4/ —( D 7 4 +ugn:c!57i'r"t'F a} foie: 3? .:5u4s ?S:r�!..r.4s'w:Nar�.� ACTIVITY NUMBER: D01 -388 DATE: 12 -20 -01 PROJECT NAME: King County Metro Transit SITE ADDRESS: 12100 E Marginal Wy S SUITE # X Original. Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete lJ Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved \PRROUTE.DOC 5/99 A REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention Structural Incomplete Structural Review Required ith Conditions Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 1 2-27-01 Not Applicable No further Review Required DUE DATE 1 -24 -02 Not Approved ( attach comments) a DATE: 1 Z4 a1 DUE DATE Not Approved (attach comments) DATE: 1 �.. c QQ 11, D. 0 0 . NO: w = J H. w 0 " g J. LL. Q' N 3 z d ' z � �— O `. Z !— w tu U a . co O — Ca I— w • uj u_ LLi U � O 1- z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -388 DATE: 12 -20 -01 PROJECT NAME: King County Metro Transit SITE ADDRESS: 12100 E Marginal Wy S SUITE # X \ Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route Approved \PRROUTE.DOC 5/99 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Comments: CORRECTION DETERMINATION: Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions Fire Prevention ri Planning Division REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 12-27-01 Not Applicable Fi n No further Review Required DATE: I ?A - O f DUE DATE 1 -24 -02 n Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -388 PROJECT NAME: King County Metro Transit DATE: 12 -20 -01 SITE ADDRESS: 12100 E Marginal Wy S SUITE # .)c Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved Approved \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: I I PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Comments: Structural Review Required pa APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 12-27-01 Not Applicable n No further Review Required DATE: I 2 o/ DUE DATE 1 -24 -02 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: 6g _10 U o o w w: u. w J . wQ w ' F- _ HO Z ~ o N ; o� = I- 1 2 O . ui Z U N H = Z I:625-052 ($/971 F625- 052010 (8/97) Wadi And Display Certificate -- DEPARTMENT OF LABOR AND INDUS'T'RIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST .#, EXP. DATE 0 "' CUTTEI *030B3` 01/01/2003 EFFECTIVE DATE 01/23/1997 CUTTER INC 308 N 62ND ST SEATTLE WA 98103 -5549 Detach Anil Display Certificate REGISTERED AS PROVIDED BY LAW AS1 CONST CONT GENERAL REGIST. # EXP. DATE CCO1 CUTTEI *030B3 01/01/2003 EFFECTIVE DATE 01/23/1997 CUTTER INC 308 N 62ND ST SEATTLE WA 98103 -5549 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold RECEIVED CITY OF TUKWILA JAN 3 ; 2UO2 PERMIT CENTER ,: . .B alance Due: Need Current Contractor Registration Card: Yes 0 No Need to Enter Contractor Information in Sierra: T Yes LI No Z W -J 0 0O . N W= J W LL WO :. g LL Q ' c I=- _ Z i- O Z uj O 52 O H = • 0 - - LL O : .. Z: W Off" z June 3, 2002 David Myers 902 North Second Street Tacoma, WA 98403 Dear Permit Holder: city of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Application No. D01 -388 12100 East Marginal Way South In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • CaII the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to July 30, 2002, 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, Stefania Spencer Permit Technician Xc: Permit File No. 001 -388 Bob Benedicto, Acting Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 t;Si :tip;'n. Z'rJ';d'n'tikFai:S.4r!' ii''e::"u:l%ri,}GFitv`'d '�r :d' � t. f- Z tr W ✓ 0 Nom co ui • W =. J • N IL w 0 :. . g J. u_ a: Z I— 0' Z W • U0 tA:' ,o Ill W: v - - - O .. O Z aAed B111 Mustered KING COUNTY 201 South Jackson, M/S KSC TR -0435 Seattle, Washington 98104 RE: Final Letter Pullout Testing E. Base. at 17790 - 124 Avenue Northeast S. Base at 12100 East Marginal Way Bellevue mid Tukwila, Wa5bington 'Pullout testing of anchor bolts KRAZAN & ASSOCIATES, INC. Timothy G. Be erl'e, P.E. Eng et-ring, Sar,agea Pacific Northwest Division TG G.B/bk Offices Serving The Western United States 7 GEOTECHNICAI, ENGINEERING • ENVIRONMENTAL r:NGrNEERrNG• CONSTRUCTION TESTtiNG INSPECTION May 22, 2002 KA No. 096 -02084 .Dear Mr, Mustered, In accordance with your request and authorization, we have performed periodic special testing and inspection services fir the above referenced project. The special inspections for this project were; To the best of our latowledge, the above referenced items have been fiound to be in general accordance with the approved plans and specifications. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (425) 485 -5519. RECEIVED JIJ N 10 2002 BUILDING DEPARTMENT 19501— 144 Avcnuc NE fF F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485.6837 U9du208r dh dim O U 0', ' W W; F. :O W O • Jr N d' . 1 = - W. • • _: Z F. 1- O Z 1— .W W` • • i O N ; . • W W' F-. • lu U co: • � �t :O I. No. PLAN NORTH X RLCDRD Ati —HURT INFGR4ATktM G.tl NE e""' ON R_CORV.i uaTRANEf OATAL{raSE. ADT 'TWO 4 —f 3: N3. M<, N5, MIS " DONTRACT AND CONTRA. ITAst: -93: WEi,94 A'JIU3s ARE R. CCSIONATEU USMG PANELOQ•R0 R2TR 1D I AR_ �)fS� O UNG FLU: Tf11ti MA11__ tlU11 &JT. FDI<UlA2D Er ➢JCCNSI w1A8JkR. FIRST FLOOR PLAN - EXISTING SCALE: N.T.S. FOR REFERENCE ONLY O EXISTING NORTH ELEVATION SCALE: KTS. FOR REFERENCE ONLY REVISION BY APP'D DATE FIRST FLOOR PLAN EMS NSW. o r - ak FIRST FLOOR PLAN -DEMO FIRST FLOOR PLAN - REMODEL PARTIAL EXTERIOR ELEVATION -DEMO THOMAS [NON REED REINYALO A R C H I T E C T . 253.572.3993 FA.535721445 orchkect ®tcR.com 902 NORTH SECOND STREET TACOMA, WA 98403 PARTIAL EXTERIOR ELEVATION- REMODEL EXISTING INTERIOR NORTH WALL DUI -3� 8 REGISTERED ARGHIlE girl MI IINN INIIII CIO IIIV SCALE: N.T.S. PLAN NORTH VICINTY MAP PROJECT MANAGER: DM APPROVED: DESIGNED: DM DRAWN: TLO CHECKED: RC RECOMMENDED: IBIS N0: WORK REQUEST. CONTRACT N0: EXISTING EXTERIOR ELEVATION SCALE: N.T.S. ONE INCH AT FULL SIZE I, 1• I IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO:. King County Department of Transportation NOTE: THESE A5 -13UILT PLANS /SECTIONS/ ELEVATIONS WERE COPIED FROM THE ORIGINAL CONSTRUCTION DOCUMENTS FOR THE CONTRACTORS REFERENCE. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO BIDDING d PRIOR TO SHOP MAY NOT C OMPL E ETE D L LY Y ACCCIRATE. NO ADDITIONAL COSTS WILL BE ALLOWED DUE TO A LACK OF FIELD VERIFICATION. By FILE I understand that the Plan Check approvals are subjectto errors and omissions and approval of plans does not authorize the violation of any adopted code of or approved roved plan Receipt cnowledged. tractor's copy P Date _v2_ Permit No. - SOUTH BASE 12100 E. MARGINAL WAY 5 TUKWILLA, WA 95155 SEPARATE PERMIT REQUIRED FOR: iffylECHANICAL LCCTRiCAL eDLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION L O C t ASIGES SHALL BE MACS TO 'E OF WOFK WITHOUT Flt 3V L OF TUKwg. BUILDITS„ D 4 f 100 R�/13:ON9 WILL REQUIRE A NEW PLAN 5 A , AVD MAY WCLODE ADINTIONgL PLAN 00 JEW FEE3. aEECT © AT LUNCHROOM OVERHANG Y2' • 1 O "' A-1 , A ® EXISTING WALL SECTION SCALE: KTS. FOR REFERENCE ONLY METRO TRANSIT DIVISION SOUTH BASE BATTERY ROOM DOOR MODIFICATIONS GROUND FLOOR CITY DEC 2 0 2001 PERMIT GENII DATE: 12/20/01 EXISTING ,CONDITION DRAWING NO: GS1 SHEET NO: 1 OF 4 DOt-MS No. DEMOLITION GENERAL NOTES A. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR STUDYING THESE PLANS WHICH DELINEATE THE BASIG SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED TO GENERALLY DESCRIBE AREAS AND LIMITS OF WORK. THE CONTRACTOR 15 RESPONSIBLE FOR STUDYING THE VARIOUS DISCIPLINES, THE EXISTING BUILDING AND COORDINATING WITH THE SUB - CONTRACTORS TO PROVIDE ALL ASSOCIATED DEMOLITION, PATCHING AND REPAIR ASSOCIATED WITH THE WORK OF THIS PROTECT. THE DRAWINGS ILLUSTRATE THE DEMOLITION, PATCHING AND REPAIR REQUIRED, BUT IT 15 THE CONTRACTORS RESPONSIBILITY TO FILLY ASCERTAIN THE FINAL SCOPE WITHIN THE ILLUSTRATED INTENT, AND INCLUDE ALL SUCH COSTS IN THE BID. B. COORDINATION OF TI EX DRAWINGS WITH THE REQUIREMENTS FOR CONTRACT WORK 15 THE RESPONSIBILITY OF THE CONTRAGTOR ADDITIONAL INFORMATION ON DEMOLITION 15 SHOWN ON ELECTRICAL DRAWINGS, AND THE COORDINATION OF ALL WORK 15 THE RESPONSIBILITY OF THE GONIRACTOR. DISCREPANCIES BETWEEN OR WITHIN CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. C. ITEMS NOTED FOR REMOVAL AND RE- INSTALLATION, OR SALVAGED ITEMS FOR THE COUNTY SHALL BE STORED, PROTEGTED, AND HANDLED WITH SPECIAL GARE AS DESCRIBED IN SPECIFICATIONS UNDER SELECTIVE DEMOLITION. D. PROTECT ALL EXISTING MATERIALS TO REMAIN AND IMMEDIATELY REPAIR ANY DAMAGE TO LIKE NEW CONDITION AT NO ADDITIONAL COST TO THE COUNTY. E. WHERE ARCHITECTURAL DEMOLITION DRAWINGS INDICATE WORK RELATED TO OTHER DISCIPLINES WORK (MECHANICAL, ELECTRICAL, ETC), IT 15 NOTED TO ASSIST IN COORDINATION OF WORK AND 15 NOT INTENDED TO DEFINE WHICH TRADE 15 RESPONSIBLE FOR SAID WORK. IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY TO DETERMINE THE RESPONSIBILITY FOR DEMOLITION BY EACH DISCIPLINE. F. EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION. THE CONTRACTOR SHALL FIELD VERIFY THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE BEGINING WORK. ANY DISCREPANCIES OR UNSOUND CONDITION SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION BEFORE BEGINING WORK. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS. 6. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE SHOWN ON THE ARCHITECTURAL PLANS AND DETAILS. THE CONTRACTOR SHALL INVESTIGATE WHERE THIS TEMPORARY SHORING/BRACING 15 REQUIRED, AND SHALL DESIGN THIS TEMPORARY SHORING/BRACING. SHORING SHALL REMAIN IN PLAGE UNTIL ALL NEN STRUCTURAL ITEM ARE IN PLAGE WITH ALL ANCHORS SET AND GROUTING CURED TO 98% OF ITS FINAL STRENGTH. H. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER ON SITE, AND TAKE PRECAUTIONS TO MAINTAIN OWNERS EXIST. OPERATIONS. REVISION BY APP'S DATE I , m O PARTIAL EXTERIOR ELEVATION A SCALE, 1/2 REMOVE FIRE EXTINGUISHER 4 STORE FOR REINSTALLATION C INTERIOR ELEVATION SCALE: 1/2' -0' THOMAS MC REED REINYAID A R C K, 1 IC TA 253512.3993 FAX 253.572.14E5 architect®tarcom 902 NORTH SECOND STREET TACOMA WA 98403 REMOVE CURB, PATCH 4 REPAIR TO MATCH EXISTING REMOVE EXIST. CONC. PAD r r L - 1 L_L_J L REMOVE EXIST. MULCH, TOP SOIL 4 FILL TO DEPTH INDICATED, OR DEEPER IF REQ'D. TO REACH SUITABLE BAGKFILL MATERIAL. REMOVE WALL TO EXTENT SHOWN. SEE DEMO FLOOR PLAN FOR SCOPE REMOVE DOOR 4 FRAME TO ACCOMMODATE„ NEW DOOR 5617 RANDAL J. EXISTING ALUM. ENTRANCE 4 STOREFRONT SYSTEM TO REMAIN (NO WORK) CANOPY ABOVE, NO WORK -REMOVE DOOR 4 FRAME A PORTION OF WALL. SEE DEMO FLOOR PLAN FOR EXTENT REGISTERED ARCM TACT STATE OF W/51ENCTQN JUNCTION BOX BOX POWER BOX GORE DRILL CORNERS TO AVOID OVERCUITING NOTE: EXISTING ALARM, LIGHT, GAS SHUT OFF SWITCH AND RELATED ELECTRICAL CONNECTIONS TO REMAIN IN PLACE. REMOVE CURB, PATCH REPAIR TO MATCH EXISTING D g DESIGNED: PROJECT MANAGER: DM DM DRAWN: APPROVED: TLO CHECKED: IBIS NO: RC WORK REQUEST: RECOMMENDED: CONTRACT NO: EXIST. MAN. DOOR EXIST. EYE WASH EXIST. CHARGER STATIONS, TYP. REMOVE EXISTING CONG. WALL TO EXTENT SHOWN TO ACCOMMODATE NEN DOOR ( +/- II" EACH SIDE OF EXISTING DOOR) REMOVE EXISTING BUSHES SCALE: PLAN NORTH ONE INCH AT FULL SIZE I 1" IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: DEMOLITION FLOOR PLAN SCALE: 1/4 " =I'-O" King County Department of Transportation i SMUT 4 REMOVE EXIST. ---- ------ -' I ASPHALT PAVING AS REQ'D. TO PROVIDE SQUARE EDGES METRO TRANSIT DIVISION SOUTH BASE BATTERY ROOM DOOR MODIFICATIONS EXISTING BATTERY STORAGE RACKS, NO WORK EXIST. FILL STATION JA� p4?6G2 /G DTI'' EXISTING BATTERY STORAGE RACKS 4 CHARGING EQPT., NO WORK REMOVE EXIST. FIRE EXTINGUISHER CABINET 4 STORE FOR RE- INSTALLATION. REMOVE EXISTING DOOR 4 FRAME EXIST. DOOR, NO WORK REMOVE EXISTING CONG. CURB REMOVE EXIST. GONG. PAD CITY DEC 2 0 2001 PERMITCENTER DATE: 12/20/01 DEMOLITION PLAN & ELEVATIONS DRAWING NO: DS1 SHEET NO: 2 OF 4 FLOOR PLAN GENERAL NOTES A. DIMENSIONING: REFER TO ELEVATIONS, INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL DIMENSIONAL INFORMATION NOT GIVEN ON FLOOR PLAN. ALL DIMENSIONS TO EXTERIOR WALLS ARE TO EXTERIOR FAGE OF WALL, UNLESS NOTED OTHERWISE. DIMENSIONS OF EXISTING BUILDING MUST BE FIELD VERIFIED AS THEY APPLY TO THIS PROJECT. B. SEE INTERIOR ELEVATIONS FOR WALL MOUNTED ITEMS. C. IN THE EVENT OF CONFLICTING INFORMATION WITHIN THE DOCUMENTS, IMMEDIATELY CONTACT THE ARGHITECT FOR CLARIFIGATION. PROCEEDING WITHOUT SUCH CLARIFICATION 15 AT THE CONTRACTORS RISK 4 COST. D. DO NOT SCALE DRAWINGS; CONTACT ARCHITECT FOR ANY NEEDED CLARIFICATION. E. ALL PRODUCTS AND MATERIALS USED IN THIS PROJECT MUST BE CERTIFIED AS BEING "ASBESTOS FREE ", NO EXCEPTIONS. F. REPAIR ALL EXISTING FINISHES, MATERIALS AND SYSTEMS BACK TO LIKE -NEW 00ND11105 WHERE IMPACTED BY REQUIRED DEMOLITION WORK OR ACCIDENTAL DAMAGE, WHERE ITEM I5 NOT INDICATED FOR REPLACEMENT. G. ALL EQUIPMENT 15 EXISTING AND TO REMAIN IN PLACE, U.N.O. H. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, Fy =36K51 I. DRILLED -IN CONCRETE ANCHORS (PICA) I. ACCEPTABLE DRILLED -IN CONCRETE ANCHORS, OF SIZE, NJMBER, AND SPACING AS SHOWN ON THE DRAWING, SHALL BE AS FOLLOWS: HILTI 'MK- BOLT -IV CARBON STEEL ANCHORS (1050 #4621), "hEJ -IT ANCHOR BOLT' (IC3O#1821) OR "ITN RAMSET/RED HEAD TRUEOLT CARBON STEEL WEDGE ANCHORS' (1050 #i212), OR APPROVED EQUAL. MINIMUM EMBEDMENT DEPTH SHALL BE b' UNLESS NOTED OTHERWISE ON DRAWING. 2. ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE APPROVED 1050 REPORT. NO REINFORCEMENT SHALL BE GUT TO INSTALL ANCHORS. DEFECTIVE HOLES SHALL BE GROUTED WITH EPDXY ADHESIVE. J. EPDXY ADHESIVE I. EPDXY ADHESIVE SHALL CONFORM TO ASTM 6881 FOR BONDING STEEL TO HARDENED CONCRETE. EPDXY ADHESIVE SHALL BE USED FOR DRILLED AND GROUTED REINFORCING BARS OR BOLTS UNLESS NOTED OTHERWISE. APPROVED EPDXIES INCLUDE: 'CIA GEL' (ICBO #4845) AS MANUFACTURED BY GCNERT OPERATIONS COMPANY, LONG BEACH, CALIFORNIA, OR "H5 -200" (ICEO #4395) AS MANUFACTURED BY U5 ANCHOR CORP., POMPANO BEACH, FLORIDA, OR "RAMSET EPGON CERAMIC -6° (IGBO 54255) AS MANUFACTURED BY ITN RAMSET, WOOD DALE, ILLINOIS, OR APPROVED EQUAL. 2. EPDXY SHALL BE ICED APPROVED AND SHALL BE MIXED, APPLIED AND CURED IN STRICT ACCORDANCE WITH THE ICEO REPORT. ALL PLACEMENT AND CURING SHALL BE CONDUCTED WITH THE CONCRETE AND AIR TEMPERATURES ABOVE 50 DEGREE APPLY EPDXY ONLY TO GLEAN, DRY CONCRETE. PROVIDE POSITIVE PROTECTION 50 ANCHORS ARE NOT DISTRIBUTED DURING THE CURING PERIOD. HOLES FOR BOLTS SHALL BE DRILLED WITH ROTARY IMPACT HAMMER OR EQUIVALENT METHOD TO PRODUCE A HOLE WITH A ROUGH INSIDE SURFACE. K. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UNDERGROUND UNTILITIES AND BUILDING STRUCTURE IN THE AREA OF CONSTRUCTION. THE USE OF HAND TOOLS SHOULD BE USED IN CLOSE PROXIMTI' OF EXISTING UNDERGROUND UTILITIES AND BUILDING STRUCTURE TO IDENTIFY THEIR LOCATION. RE- INSTALL FIRE IMMEDIATELY REPAIR ANY DAMAGE TO EXISTING UTILITIES. EXTINGUISHER CABINET 4, O 1/5" DIA. W/ 6" EMBEDMENT EXPDXY ANCHORS 24' O.C. TIT. UNLESS NOTED OTHERWISE OINTE RIOR ELEVATION %ALE 1/2 -0' O PARTIAL EXTERIOR ELEVATION A SCALE, 1/2' -0' -G 12 X FRAME, TYP. DOOR CONTROL NEW I -HR RATED OVERHEAD COILING DOOR EXISTING ALUM. ENTRANCE H STOREFRONT SYSTEM TO REMAIN (NO WORK) CANOPY ABOVE, NO WORK EXIST. STORAGE RACKS TO REMAIN (RE- ANCHOR TO NEW METAL FRAME AFTER DOOR INSTALLATION) ❑ ❑ EXIST. MAN. DOOR EXIST. CHARGER STATIONS, TP. FIRST FLOOR PLAN - REMODEL EXIST. DOOR, NO WORK PLAN NORTH SCALE: I/4 " =1' -0" EXISTING BATTERY STORAGE RACKS, NO WORK CO CF GCV W iIA JA+O 4 012 FILL STA Ol4Y' °A:'' EXISTING BATTERY STORAGE RACKS H CHARGING EQPT., NO WORK RE- INSTALL FIRE EXTINGUISHER CABINET AS INDICATED NEW I -HR RATED OVERHEAD COILING DOOR INFILL AREA OF DEMOLITION WITH ASPHALT PAVING TO MATCH ADJACENT. RECEIVED CTTY OF TUKWILA DEC 20 2001 PERMIT CENTER No. REVISION APP'D BY DATE TRIMS COON REED NEINYALN AR C K I T t C T 253572.3993 FAX 253.572.1695 architect ®tcir.com 902 NORTH SECOND STREET TACOMA. WA 98483 REGISTERED ARCHITECY DAL J. COOK STATE OF WASHINGTON DESIGNED: PROJECT MANAGER: DM DM DRAWN: APPROVED: TLO IBIS NO: WORK REQUEST: CHECKED: RC RECOMMENDED: CONTRACT NO: SCALE: ONE INCH AT FULL SIZE f '" I IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE BATTERY ROOM DOOR MODIFICATIONS DATE: 12/20/01 REMODEL PLAN & ELEVATIONS DRAWING NO: AS1 SHEET NO: 3 OF 4 No. SAWGUT EDGE GLASS BGONGRETE PAVEMENT, EXIST. ASPHALT OVER COMPACTED ENGINEERED FILL SEAL JOINT BETWEEN NEW 4 -' 1 COURSE `AGING BASE EXIST. ASPHALT OR OTHER FIRM U UNYIELDING SUBGRADE MATERIALS PER MFR. COMPACETED, COMPACTED TO REGGOMENDATIONS. AS LEAST 95% OF MAX. MODIFIED PROCTOR DENSITY OSECT ION THRU ASHPHALT SCALE: REVISION CRUSHED SURFACING TOP COURSE BY APP'D DATE EXISTING GONG. WALL I-HR RATED OVERHEAD COILING DOOR, SECURE HOOD TO WALL PER MANUFACTURER'S RECOMMENDATIONS OVERHEAD COILING DOOR COILING DOOR TRACK SET INSIDE OF DOOR FRAME AS SHOWN EPDXY ANCHORS, SEE A/A2 FOR LOCATION PATCH AND REPAIR AREAS OF WALL DEMOLITION TO MATCH EXIST. FLOOR FINISH b ELEVATION EXISTING FOUNDATION WALL b SLAB TO REMAIN THOMAS COONREEO REINYALO A R C R I T t C TS 253572.3993 FAX 253.5721445 architect®tCCCOm 902 NORTH SECOND STREET TACOMA, WA 98403 FINISHED FLOOR O SECTION THRU DOOR SGALE:3'=1' -O' I'-o +/- FIELD VERIFY d REGISTERED ARCH[TE RANDAL J. COOK STALE OF "ASIINGTON EXISTING WALL TO REMAIN 7 /S" DIA. DICA ANCHORS, 6" MIN. EMBEDMENT NOTCH WALL AS SHOWN TO ACCEPT NEW CHANNEL FRAME. ONCE FRAME IS SET TO FINISH DIMENSIONS SHOWN A PICA TYP. I/2" EXPANSION JOINT SLOPE iv NEW ASPHALT PAVEMENT, SEE FIRST FLOOR PLAN - REMODEL, SHEET A2 FOR SCOPE b EXTENT. DO13W 8 DESIGNED: PROJECT MANAGER: DM DM DRAWN: APPROVED: TLO CHECKED: IBIS NO: RC WORK REQUEST: RECOMMENDED: CONTRACT NO: EPDXY ANCHORS @ 24" O.G. TD'P. JAMBS N HEADS SCALE: O DETAIL @ DOOR JAMB 1 SCALE:I1/2•=1'O' ONE INCH AT FULL SIZE T" I IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: King County Department of Transportation 2-4" 5' -0" GLR EXISTING FOUNDATION BELOW FIELD VERIFY ANCHORS ARE SECURE FILL NEW GONG. VOIDS BETWEEN CHANNEL 8 PEDASTAL CONC. WALL WITH EPDXY GROUT ENSURING THAT NO VOIDS ARE LEFT. C nmm111m HIMME IMEM lig imnunnnnngmnnnnnnnnnnunm O B FIXED 4" DIA. STEEL BOLLARD %ALE 3/4'1'0' SOUTH BASE BATTERY ROOM DOOR MODIFICATIONS FACE OF WALL PROVIDE ROUNDED TOP ON GONG. AS SHOWN, SMOOTH FINISH 4" DIA. STL BOLLARD PAINT SAFETY YELLOW, UNLESS DIRECTED OTHERWISE SEE PLAN FOR TYPE OF PAVING AND BASE SLOPE TOP OF CONCRETE AWAY FROM BOLLARD. TROWEL SMOOTH PROVIDE HOLES FOR REBAR INSERTION THRU ' BOLLARD AS SHOWN. INSERT (4) SECTIONS OF 4 REBAR PRIOR TO POURING GONG. METRO TRANSIT DIVISION G 12 X 20.1 FRAME, TYP. EPDXY GROUT BEHIND CHANNEL, TYP. 7/8" DIA. PIGA ANCHORS, 6" MIN. EMBEDMENT (2) 4" DIA. SGH'D SO STEEL BOLLARDS, FILLED WITH CONCRETE. FOR ANCHOR DETAIL 5EE 2/A3 CRY OF DEC 20 2001 PERMIT CENTER DATE: 12/20/01 DETAILS DRAWING NO, AS2 SHEET NO: 4 OF 4 I S RECEPTACLE 20/1 1.8 20/1 E. RECEPTACLE 2 3 MIDDLE. RECEPTACLE 2011 1.8 20/1 EXHA,IST FAN . 4 5 N. RECEPTACLE 20/1 1.4 . 20/1 CONTROLS 6 7 MOTOR DOOR 20/1 0.9 B, 9 10 . 11 12 Cr n Y r 'A� DRAWN: i APPROVED: ONE FULL SIZE T SAN , r , � �.�• j SOUTH BASE TUNAS tIII MEET IEIIIALI ' DRAWING NO CHECKED: (IBIS NO B ATTERY ROOM DOOR A ■ C r I T of C r I JSG i I F NOT ONE INCH, oRn REQUEST: I SCALE ACCORDINGLY King County MODIFICATIONS E 253.5728957214a5 rctt®rn con, l /- RECOMMENDED: , CONTRACT NO: 'SITE LOCATION N0: Department Of SHEEP N0: OF No. REVISION I BY iAPP'DI DATE 902 NORTH 93 SECON TACOMA . WA 9t8403 Imam b1/it/01 I { Transportation ` w 3- BUTTON CONTROLS PROVIDED WITH DOOR CD BATTERY ROOM LOAD CENTER 1SVB A :B 122— B V, 1 PH 2y 20 A MOTOR -RATED D _ DISCONNECT SWITCH, { NEMA 1 { 1/2"C WITH #14 AWG CONTROL WIRING PER MANUFACTURER it �" II { EXSRING CONDUITS TO REMAIN °PROVIDE N 02101040 SQUARE D IN QO LOAD ENTER. EXS!T1NG PANEL SCHEDULE INTERIOR ELEVATION SCALE: 1/2' =1•-O' Dpl -38g MOTOR. OPERATOR, SIZE 0 STARTER, 24 VAC CONTROL POWER TRANSFORMER AND SOLID STATE CONTROLS MOUNTED TO DOOR BRACKET (SUPPLIED WITH DOOR) EXISTING LOAD CENTER (SQUARE D GO) C0 N G DOOR • FIRST FLOOR PLAN - .ELECTRICAL. 1 SCALE: 1 /4' =1' -O` PUSHBUTTON CONTROLLER WITH 'NE1AA 3R ENCLOSURE". CORE THROUGH WALL TO INTERIOP MCONTROL STATION. Alk NIP PROJECT NORTH RECE�VEO c X66 1 ,1 4 7[10Z PERMIT CENTER I D I ' 'L C .z /a 7 / ol J DESIGNED: j j PROJECT MANAGER: I I SCALE: D METRO TRANSIT DIVISION DATE: r� I 3- BUTTON CONTROLS PROVIDED WITH DOOR CD BATTERY ROOM LOAD CENTER 1SVB A :B 122— B V, 1 PH 2y 20 A MOTOR -RATED D _ DISCONNECT SWITCH, { NEMA 1 { 1/2"C WITH #14 AWG CONTROL WIRING PER MANUFACTURER it �" II { EXSRING CONDUITS TO REMAIN °PROVIDE N 02101040 SQUARE D IN QO LOAD ENTER. EXS!T1NG PANEL SCHEDULE INTERIOR ELEVATION SCALE: 1/2' =1•-O' Dpl -38g MOTOR. OPERATOR, SIZE 0 STARTER, 24 VAC CONTROL POWER TRANSFORMER AND SOLID STATE CONTROLS MOUNTED TO DOOR BRACKET (SUPPLIED WITH DOOR) EXISTING LOAD CENTER (SQUARE D GO) C0 N G DOOR • FIRST FLOOR PLAN - .ELECTRICAL. 1 SCALE: 1 /4' =1' -O` PUSHBUTTON CONTROLLER WITH 'NE1AA 3R ENCLOSURE". CORE THROUGH WALL TO INTERIOP MCONTROL STATION. Alk NIP PROJECT NORTH RECE�VEO c X66 1 ,1 4 7[10Z PERMIT CENTER 1 S. RECEPTACLE 20/1 1.8 20/1 E. RECEPTACLE 2 3 MIDDLE. RECEPTACLE 20/1 1.8 20/1 EXHAUST FAN,. 4 5 N. RECEPTACLE 20/1 7.4 • 2C' CONTROLS 6 . 7 MOTOR DOOR - 20/1 0.9 8 9 10. 11 12 No. 20 A MOTOR -RATED DISCONNECT SWITCH, NEMA 1 1/2 C WITH #14 AWG CONTROL WIRING PER MANUFACTURER 3— BUTTON CONTROLS PROVIDED WITH BOOR EXSRING CONDUITS TO REMAIN 0 BATTERY ROOM LOAD CENTER 19/8 I .:8 3.2 2.7 1r8V,1PH ccI II MINIS 111E IEEI 11EIIVILI A R C I I I T I C T O 253572.3993 FAX 253.5721445 architect ®tcrtcom REVISION j BY APP'DI DATE 902 NORTH SECOND STREET TACOMA, WA 98403 ()PROVIDE D(IX LC AD DUSTING SQUARE D IN Q0 AD CENTER. EXSI11NG PANEL SCHEDULE OINTE RIOR ELEVATION SCALE: 1/2 =1• -0 MOTOR OPERATOR. SIZE 0 STARTER, 24 VAC CONTROL POWER TRANSFORMER AND SOLID STATE CONTROLS MOUNTED TO DOOR BRACKET (SUPPLIED WITH DOOR) Jes+ra 01/11/01 CHECKED: JSG ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO DRAWING NO: El DO :g 2 DESIGNED: i PROJECT MANAGER: I SCALE: JSG JSG DRAWN: SAM ENDED: APPROVED: CONTRACT N0: • PUSHBUTTON CONTROLLER WITH "NEMA OR ENCLOSURE*. CORE OUGH WALL TO INTERIORMCONTROL STATION. FIRST FLOOR PLAN - .ELECTRICAL. 1 SCALE: /4' =1' -d SOUTH BASE BATTERY ROOM DOOR MODIFICATIONS ANL PROJECT NORTH METRO TRANSIT DIVISION RECEIVED CITY OF TUK4V1 V JAN 0 4 2007 PERMIT CENTER DATE: 12/6/01 SHEET NO: OF bD► - S. RECEPTACLE 20/i 1.8 20/1 E. RECEPTACLE 2 3 MIDDLE. RECEPTACLE 20/1 / 1.8 20/1 EXHAUST FAN 4 - 5 N. RECEPTACLE 20/1 1.4 : 20/1 CONTROLS 6 . 7 MOTOR DOOR - 20/1 0.9 8 9 DRAWN: SAM APPROVED: ONE INCH AT FULL SIZE 10. 11 12 20 A MOTOR —RATED DISCONNECT SWITCH, NEMA 1 1/2 WITH #14 AWG CONTROL WIRING PER MANUFACTURER 3— BUTTON CONTROLS PROVIDED WITH DOOR EXSITING CONDUITS TO REMAIN BATTERY ROOM LOAD CENTER 1SY6 A . ;B 12- 8 V, 1 PH Qt PROVIDE NEW 20 A, I P CIRCUIT BREAKER IN FASTING SQUARE D 00 LOAD CENTER. EXSITTNG PANEL SCHEDULE GINTE RIOR ELEVATION SCALE: 1/2 DO[ - 3 MOTOR OPERATOR, SIZE 0 STARTER, 24 VAC CONTROL POWER TRANSFORMER AND SCUD STATE CONTROLS MOUNTED TO DOOR BRACKET (SUPPLIED WITH DOOR) EXISTING LOAD CENTER (SQUARE D 00) COILING DOOR PUSHBUTTON CONTROLLER WITH "NEW 3R ENCLOSURE'. CORE UGH WALL TO INTERIORMCONTROL STATION. FIRST FLOOR PLAN - .ELECTRICAL. 1 SCALE: 1/44 =1' -d' V PROJECT NORTH RECEIVED CITV OF TUHWIL4 JAN 0 4 2002 PERMIT CENTER Dot -388 L r iL THUS CIII 1EEI 1ETIIGL I A R C N I V I I C T S 253572.3993 FAX 253.5121495 anhl,ec,i,�.c 902 NORTH SECOND STREET TACOMA WA 9.013 A, 44„ ee • • 0 �� ; r ;0 I / DESIGNED: JSG PROJECT MANAGER: JSG I SCALE: e g C o u n t y Department of Transportation METRO TRANSIT DIVISION SOUTH BASE BATTERY ROOM DOOR MODIFICATIONS DATE: 12/6/01 DRAWN: SAM APPROVED: ONE INCH AT FULL SIZE CHECKED: JSG IBIS NO: WORK REQUEST: { IF NOT ONE INCH, SCALE ACCOR DRAWING NO El I No. REVISION I BY APP'D DATE Ip�aO b1/11/D1 RE C O M M ENDED : CONTRACT N0: SITE LOCATION N0: SHEET NO: OF 20 A MOTOR —RATED DISCONNECT SWITCH, NEMA 1 1/2 WITH #14 AWG CONTROL WIRING PER MANUFACTURER 3— BUTTON CONTROLS PROVIDED WITH DOOR EXSITING CONDUITS TO REMAIN BATTERY ROOM LOAD CENTER 1SY6 A . ;B 12- 8 V, 1 PH Qt PROVIDE NEW 20 A, I P CIRCUIT BREAKER IN FASTING SQUARE D 00 LOAD CENTER. EXSITTNG PANEL SCHEDULE GINTE RIOR ELEVATION SCALE: 1/2 DO[ - 3 MOTOR OPERATOR, SIZE 0 STARTER, 24 VAC CONTROL POWER TRANSFORMER AND SCUD STATE CONTROLS MOUNTED TO DOOR BRACKET (SUPPLIED WITH DOOR) EXISTING LOAD CENTER (SQUARE D 00) COILING DOOR PUSHBUTTON CONTROLLER WITH "NEW 3R ENCLOSURE'. CORE UGH WALL TO INTERIORMCONTROL STATION. FIRST FLOOR PLAN - .ELECTRICAL. 1 SCALE: 1/44 =1' -d' V PROJECT NORTH RECEIVED CITV OF TUHWIL4 JAN 0 4 2002 PERMIT CENTER Dot -388 S. RECEPTACLE 20/1 1.8 TIIMlS E111 MEET �Eil /ILI A I C S I TU C T I z53s723993 FAX Z53.512.14n5 arcnnec+@lcncom 902 NORTH SECOND STREET TACOMA WA 98403 20/1 E. RECEPTACLE 2 3 MIDDLE. RECEPTACLE 20/1 King County Department of Transportation 1.8 20 EXHAUST FAN 4 - 5 N. RECEPTACLE 20/1 1.4 20/1 CONTROLS APPROVED: 7 MOTOR DOOR - - 20/1 0.9 - 8 9 - i C HECKED SSG i BS N0: WORR REQUEST: °� IF NOT ONE INCH, SCALE ACCORDINGLY DRAWING NO El 10. 11 No. REVISION 1 BY i APP DATE 12 - DATE i TIIMlS E111 MEET �Eil /ILI A I C S I TU C T I z53s723993 FAX Z53.512.14n5 arcnnec+@lcncom 902 NORTH SECOND STREET TACOMA WA 98403 - -- -- � ¢�i ct G+ j Ls ti , s, r � � � � � -- z/z /0 '. _ !DESIGNED: I JSG ;PROJECT MANAGER: 1 ,ISG SCALE: _ -- King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE BATTERY ROOM DOOR MODIFICATIONS 12/6/01 j ! I DRAWN: SAM APPROVED: ONE INCH AT FULL SIZE I i C HECKED SSG i BS N0: WORR REQUEST: °� IF NOT ONE INCH, SCALE ACCORDINGLY DRAWING NO El No. REVISION 1 BY i APP DATE RECOMMENDED: I I +CONTRACT NO: 1 SITE LOCATION NO. SHEET ND: OF Frotis bt /t ? /ot 20 A MOTOR -RATED DISCONNECT SWITCH, NEMA 1 1/2'C WITH #14 AWG CONTROL WIRING PER MANUFACTURER 3— BUTTON CONTROLS PROVIDED WITH DOOR EXSRING CONDUITS TO REMAIN BATTERY ROOM LOAD CENTER 122- 8 V, 1 PH ()PROVIDE NEW 20 A, I P CIRCUIT BREAKER IN DISTING SQUARE D QO LOAD CENTER. EXSITING PANEL SCHEDULE o INTERIOR ELEVATION B SCALE: 1 /2" =1' -0' J �l MOTOR OPERATOR, SIZE 0 STARTER, 24 VAC CONTROL POWER TRANSFORMER AND SOUD STATE CONTROLS MOUNTED TO DOOR BRACKET (SUPPLIED WITH DOOR) WIUNO DOOR EXISTING LOAD ! CENTER (SQUARE D Q0) 1; CKT. 7 n .: C 1 FIRST FLOOR PLAN - ELECTRICAL SCALE: 1/4•=1.—d. PUSHBUTTON CONTROLLER WITH "NEMA OR ENCLOSURE". CORE OUGH WALL TO INTERIORHCONTROL STATION. Ak PROJECT NORTH poi -3 Ati