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HomeMy WebLinkAboutPermit D10-037 - KING COUNTY METRO - SOUTH BASE MAINTENANCE BUILDINGMETRO SOUTH BASE MAINTENANCE BUILDING 12000 EAST MARGINAL WY S D10 -037 City ofI'ukwila • Department of Cofnnuonity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 7340600421 Permit Number: D10-037 Address: 12000 EAST MARGINAL WY S TUKW Issue Date: 08/06/2010 Suite No: Permit Expires On: 02/02/2011 Tenant: Name: METRO SOUTH BASE MAINTENANCE BLDG Address: 12000 EAST MARGINAL WY S , TUKWILA WA Owner: Name: KING COUNTY Address: 500 K C ADMIN BLDG , SEATTLE WA 98104 Phone: Contact Person: Name: GERRIE JACKSON Address: 201 JACKSON ST KSC -TR -0431 , SEATTLE WA 98104 Phone: 206 - 684 -1334 Contractor: Name: ANTHONY CONSTRUCTION CO INC Address: 8110 7TH AVENUE SOUTH , SEATTLE, WA 98108 -4374 Phone: 206 762 -3780 Contractor License No: ANTHOCC116BT Expiration Date: 09/01/2011 DESCRIPTION OF WORK: SAW CUT AND REMOVE (6' 1/2" +/- X 8') PORTION OF SLAB ON GRADE CONCRETE AREA. REPLACE CONCRETE FLOOR WITH FOOTING FOR NEW JIB CRANE. INSTALL NEW HOSE REEL SUPPORT BRACKET Value of Construction: $20,500.00 Fees Collected: $811.18 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0010 * *continued on next page ** doc: IBC -7/07 D10 -037 Printed: 08 -06 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10-037 Issue Date: 08/06/2010 Permit Expires On: 02/02/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied N Date: 010U `,It/ ned this permit and know the same to be true and correct. All provisions of law and ordinances 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. Signature: �! '�i14*.� � i Date: Print Name: cJihile F.t.)-71A/ 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. doc: IBC -7/07 D10 -037 Printed: 08 -06 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 7340600421 Address: Suite No: Tenant: PERMIT CONDITIONS 12000 EAST MARGINAL WY S TUKW METRO SOUTH BASE MAINTENANCE BLDG Permit Number: Status: Applied Date: Issue Date: D10-037 ISSUED 02/09/2010 08/06/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: 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, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an 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 of the City of Tukwila doc: Cond -10/06 D10 -037 Printed: 08 -06 -2010 lib City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 16: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 17: Applicant shall contact City of Tukwila Public Works Department at 206 - 433 -0179 or 206 431 -2440 if contaminated soil is encountered. * *continued on next page ** doc: Cond -10/06 D10 -037 Printed: 08 -06 -2010 • lb City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us 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 regulating construction or the performance of work. Signature: f Date; V3/2 Print Name: Aenk /" /f i/ /fir doc: Cond -10/06 D10 -037 Printed: 08 -06 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hap: i"u'1F I'.ci tukni/a.iva.us Building Permit No. A to- 0 3 `, Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 LOCATION Site Address: 1206)East Marginal Way S King Co Assessor's Tax No.: 7340600421 Tenant Name: Metro South Base Maintenance Building Suite Number: Property Owners Name: King County Metro Floor: New Tenant: ❑ Yes m ..No 98104 Zip Mailing Address: 201 S. Jackson St. KSC -TR -0431 Seattle WA City State CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Gerrie Jackson Mailing Address: 201 S Jackson St. KSC -TR -0431 E -Mail Address: gerrie.jackson @kingcounty.gov Day Telephone: (206) 684 -1334 Seattle WA 98104 City State Fax Number: (206) 684 -1900 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: to be bid Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: James Smyth, King County Metro Mailing Address: 201 South Jackson Street, KSC -TR -0431 Contact Person: James Smyth Seattle WA 981o4 E -Mail Address: james.smyth @kingcounty.gov H: \Applications \Forms - Applications On Line \2009 Applications 1-2009 - Permit Application :doc Revised: 1 -2009 bh City State Zip Day Telephone: (206) 263 -5285 Fax Number: Pugs 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 20,500 Existing Building Valuation: $ Scope of Work (please provide detailed information): Saw cut and remove (6' 1/2" +/- X 8') portion of slab on grade concro area. Replace concrete floor with footing for new jib crane. Install new hose reel support bracket. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 ft): 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? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ® None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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 ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H. \Applications \Forms - Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised. 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 S1 Floor 2 "d Floor 3rd 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 ft): 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? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ® None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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 ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H. \Applications \Forms - Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised. 1 -2009 bh Page 2 of 6 PERT\ I1T APPLICATION NOTES - Applicable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 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 OW SignatIrc:� OR AUTHORIZED A EENT: Print Name: �� � 4l2 see, Mailing Address: K l 14L r R..,.9 r 24 / . Day Telephone: City Date Application Accepted: Date Application Expires: Staff Initials: H \Applicniuns \Forms - Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised. I -20(19 bh Page 6 of 6 PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: (, , Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific as Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one nictcr including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications \Forms- Applications On- Line \2009 Applications \I -2009 Permit Application.doc Revised: 1 -2009 bh • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 7340600421 Permit Number: D10-037 Address: 12000 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 02/09/2010 Applicant: METRO SOUTH BASE MAINTENANCE BLDG Issue Date: Receipt No.: R10 -00222 Initials: WER User ID: 1655 Payment Amount: $811.18 Payment Date: 02/09/2010 02:16 PM Balance: $0.00 Payee: KING COUNTY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4676 811.18 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $811.18 488.90 317.78 4.50 PAYME =T RECEIVE doc: Receiot -06 Printed: 02 -09 -2010 e• • C r. INSPECTION RECORD Retain a copy with permit 1 SPECTION NO. PERMIT NO. c__... CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 0 Permit Inspection Request Line (206) 431 -2451 DIp_o37 P� e c M - r Type of Inspection: �% Address: /2,000 £, RA4'G.�v4L- Date Called: Special Instructions: Ms's 0,1 _0f ' Date Wanted:. a.m. ��-`� °�l r—m Requester: (Q- 6/40 -oei Approved per applicable codes. D Corrections required prior to approval. COMMENTS: .pJ-■IT- to Mi1 .,. f Inspestgf: Date: '44.-1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. inndater. ..w_b. • .sr.-w M 4.— . • , 'i` r , 'y ... .. •. a 2:" �' • . r. ,i'' e`_. ✓yti�4_ µ,�:..y.+ ; r4 d'1lAir+l'L�+F• .�a%i•' • lqE 11 INSPECTION Rf D��''` .44 Retain a copy with permit (� "` o� J T INSPECTION( NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: iNA P,tli'ia S JJ �^ Arse Type of Inspection: , < .Q e �-,- A Address: , Date Adf:.c..11Ai 14 &J.: (te r. Special Instructions: 6.� ,�T . e - • ` 1 k `p A1 Date Wanted: a.m. 7 ..? v•- ( ( .p m Requester: Phony No:69 J 1f{ _ d r? . ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: t A, J.0 (AJtA i6r, I IN f IP .0 A.4 IAA p e _c--,,pi J P L, A`" A t( J a P. 4--e -P cif ,\� n t Ai t' J p.Jlr, j//J�/ 1' \ • Inspector: Date , 24-^' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. FILE COPY Permit No.. SOUTH BASE MAINTENANCE JIB CRANE FOUNDATION & HOSE REEL SUPPORT STRUCTURAL CALCULATIONS - Revised BY: JOHN DAVIS, P.E., S.E. 3/08/2010 REVIEWED FOR CODE COMPLIANCE APPIfVED Auu 0 5 2010 City of Tukwila BUILDING DIVISION RECEIVED AUG 052010 PERMIT CENTER r s C PaK) FOU U0 J V V 600, - `IS KT= c {aC�i kGE - 1St LG1\-6 CIsts Cif. 13c, = 30016 LoM Cae (L—T o,.) 3,. >G 4 a5 °I Foe-. L oc,k,o.n: T i~' lay c�1G 10 aL C �r.N 1�3 Cate L 33(_ SS 5 7 Ib c3 �� t.L 4- 13 C,LuAN .� eQ)oN\ CAL.,kz A G Nk-s. IAL. LoAO - 5LI� Ph.) . ZLoyt`l1.1I� 1 1/9" = TASK NO. METRO TRANSIT DESIGN & CONSTRUCTION PROJECT NO. ENGINEERING COMPUTATION SHEET TITLE: SU Jx9 C�w��t'. DATE: S/1 yk f BY: APPROVED: SHT. j OF 1 1447 (Rev. 6/03) .p ks.A.1. Kt_ L L0 cy-v . F&VL LV O.7, I ,S 6 (-)01\3(-t•.v..).1 14-C))) I \ 5 6 S',A \ 5 1(.,c)11,(j\t-k,---;))(1,,),) 4(cAc.)f)1)(y-IN ( \\ T. If)( \-u uJ3, —1,9 5 co 11- CD-ic.x.43)(14 1,8 ck 0\ A A. IC TASK NO. METRO TRANSIT DESIGN & CONSTRUCTION PROJECT NO. ENGINEERING COMPUTATION SHEET TITLE: 3 DATE:511 LI 109 BY: APPROVED: 1447 (Rev. 6/03) SHT. OF ic •0120214 41, roc5T N G 1_ L,FNCC--r\� iNN L l� 1 yo31 Cs� ` Pratt, 1) 0. . is ti PkGY TASK NO. METRO TRANSIT DESIGN & CONSTRUCTION PROJECT NO. ENGINEERING COMPUTATION SHEET TITLE: C NAN 3 DATE:511'1 109 BY: ,pc- APPROVED: 1447 (Rev. 6/03) SHT .3 OF`/ .®,:02 7-s � � ��� - - vz Units Concrete & Reinforcement Properties: compressive strength of concrete fc' = 4,000 psi yield strength of reinforcing steel fy = 60,000 psi reinforcement bar diameter db = 0.75 Sizes & Loads: factored compressive Toad from column P„= 7,450 Ibs factored moment load from column Mu = 795,984 in -Ibs footing width B = 78.5 in column width c = 16 in base plate width (for steel columns) cp = 28 in depth D = 48 in Calculations: 1) effective depth d = 44.25 in Type of Column: Concrete Steel 2) cantilever distance - column edge to footing edge t = 31.25 28.25 in 3) factored moment at critical section for bending M„0 = 680,085 610,776 in -Ibs M — pet +2M,A2 uc — 2B B 4) cross - sectional area of reinforcing steel , A. _ f cB ' d —d2 — 2.353Muc 1176f ■• y j� # cB AS = 0.28 0.26 with (13, = 0.9 for reinforced concrete 5) minimum cross - sectional area of reinforcing steel Afeq = 6.78 6.78 Area = pBd with p = 0.0018 for Grade 60 reinforcement in2 5 C3 ;' `2,0� ) . / / | 7 | . ,- . 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Sdesign cminats> hmin Cdesign edge distance c FIGURE 4- INTERPOLATION OF MINIMUM EDGE DISTANCE AND ANCHOR SPACING TABLE 5-MEAN AXIAL STIFFNESS VALUES 13 FOR KB -TZ CARBON AND STAINLESS STEEL ANCHORS IN NORMAL- WEIGHT CONCRETE (103pounds /in.)1 Concrete condition uncracked concrete carbon steel KB -TZ, all diameters stainless steel KB -TZ, all diameters 700 120 cracked concrete 500 90 'Mean values shown, actual stiffness may vary considerably depending on concre e strength, loading and geometry of application. TABLE 6 -KB -TZ CARBON AND STAINLESS STEEL ALLLOWABLE STATIC TENSION (ASD), NORMAL - WEIGHT UNCRACKED CONCRETE, CONDITION B (pounds)1'2,3 Nominal Anchor Diameter 3/8 5/8 Embedment Depth ha (in.) Concrete Compressive Strength2 fc = 2,500 psi fc = 3,000 psi fc = 4,000 psi fc = 6,000 psi Carbon steel Stainless steel Carbon steel- Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel 2 1,168 1,221 1,279 , 1,338 1,477 1,545 1,809 1,892 2 1,576 1,576 1,726 1,726 1,993 1,993 2,441 2,441 31/4 2,561 2,674 2,805 2,930 3,239 3,383 3,967 4,143 31/8 3,078 3,078 3,372 3,372 3,893 3,893 4,768 4,768 4 4,246 4,457 4,651 4,883 5,371 5,638 6,578 • 6,905 3 3/4 3,844 4,046 4,211 4,432 4,863 5,118 5,956 6,268 4 3/4 4,959 5,590 5,432 6,124 6,272 7,071 7,682 8,660 For SI: 1 Ibf = 4.45 N, 1 psi = 0.00689 MPa For pound -Inch units. 1 mn - 0.0393 Inc es 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -02 and conversion to ASD in accordance with Section 4.2 Eq. (5) of this report is required. `Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all - lightweight concrete, multiply values by 0.75. See ACI 318 -02 Section D.3.4. 3Condition B applies where supplementary reinforcement in conformance with ACI 318 -02 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. Page 9of11 ES R -1917 TABLE 7 -KB -TZ CARBON AND STAINLESS STEEL ALLLOWABLE STATIC TENSION (ASD), NORMAL - WEIGHT CRACKED CONCRETE, CONDITION B (pounds)1'2•3 Nominal Anchor Diameter Embedment Depth he (in.) Concrete Compressive Strength2 fc = 2,500 psi fc = 3,000 psi fc = 4,000 psi fc = 6,000 psi Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel 3/8 2 1,054 1,086 1,155 1,190 1,333 1,374 1,633 1,683 '/2 2 1,116 1,476 1,223 1,617 1,412 1,868 1,729. 2,287 31/4 2,282 2,312 2,500 2,533 2,886 2,925 3,535 3,582 5/8 31/8 2,180 2,180 2,388 2,388 2,758 2,758 3,377 3,377 4 3,157 2,711 3,458 2,970 3,994 3,430 4,891 4,201 ]/ 3 3/4 2,866 3,765 3,139 4,125 3,625 4,763 4,440 5,833 4 3/4 4,085 4,085 4,475 4,475 5,168 5,168 6,329 6,329 For SI: 1 Ibf = 4.45 N, 1 psi = 0.00689 MPa For pound -inch units: mm = u.usysr mches 'Values are or single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -02 and conversion to ASD in accordance with Section 4.2 Eq. (5) is required. 2Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all - lightweight concrete, multiply values by 0.75. See ACI 318 -02 Section D.3.4. 'Condition 8 applies where supplementary reinforcement in conformance with ACI 318 -02 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. TABLE 8 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC SHEAR LOAD (ASD), STEEL (pounds)1 Nominal Allowable Steel Capacity, Static Shear Anchor Diameter Carbon Steel Stainless Steel 3/8 1,669 2,661 '/2 2,974 3,194 5/8 4,901 5,495 '/ 7,396 9,309 For SI: 1 Ibf = 4.45 N 'Values are for single anchors with no edge distance or spacing reduction due to concrete failure. TABLE 9 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC TENSION (ASD), NORMAL - WEIGHT CRACKED CONCRETE, CONDITION B (pounds)t2.3 1 Concrete Compressive Strength2 Nominal Embedment fc = 2,500 psi fc = 3,000 psi fc = 4,000 psi fc = 6,000 psi Anchor Depth he Diameter (in.) Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless steel steel steel steel steel steel steel steel 3/8 2 1,006 1,037 1,102 1,136 1,273 1,312 1,559 1,607 2 1,065 1,212 1,167 1,328 1,348 1,533 1,651 1,878 1/2 31/4 2,178 2,207 2,386. 2,418 2,755 2,792 3,375 3,419 31/8 2,081 2,081 2,280 2,280 2,632 2,632 3,224 3,224 5/8 . 4 3,014 2,588 3,301 2,835 3,812 3,274 4,669 4,010 3 3/4 2,736 3,594 2,997 3,937 3,460 4,546 4,238 5,568 3/4 4 3/4 . 3,900 3,900 4,272 4,272 4,933 4,933 6,042 6,042 For'SI: 1 lbf = 4.45 N, 1 psi = 0.00689 MPa For pound -inch units: 1 mm = O.UJE.i( mches 'Values are or single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -02 and conversion to ASD in accordance with Section 4.2 Eq. (5) is required. 2Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all- lightweinht rnnrrAtQ rru iltinly vats roc by For SI: 1 Ibf = 4.45 N 'Values are for single anchors with no edge distance or spacing reduction due to concrete failure. TABLE 9 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC TENSION (ASD), NORMAL - WEIGHT CRACKED CONCRETE, CONDITION B (pounds)t2.3 1 Concrete Compressive Strength2 Nominal Embedment fc = 2,500 psi fc = 3,000 psi fc = 4,000 psi fc = 6,000 psi Anchor Depth he Diameter (in.) Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless steel steel steel steel steel steel steel steel 3/8 2 1,006 1,037 1,102 1,136 1,273 1,312 1,559 1,607 2 1,065 1,212 1,167 1,328 1,348 1,533 1,651 1,878 1/2 31/4 2,178 2,207 2,386. 2,418 2,755 2,792 3,375 3,419 31/8 2,081 2,081 2,280 2,280 2,632 2,632 3,224 3,224 5/8 . 4 3,014 2,588 3,301 2,835 3,812 3,274 4,669 4,010 3 3/4 2,736 3,594 2,997 3,937 3,460 4,546 4,238 5,568 3/4 4 3/4 . 3,900 3,900 4,272 4,272 4,933 4,933 6,042 6,042 For'SI: 1 lbf = 4.45 N, 1 psi = 0.00689 MPa For pound -inch units: 1 mm = O.UJE.i( mches 'Values are or single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -02 and conversion to ASD in accordance with Section 4.2 Eq. (5) is required. 2Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all- lightweinht rnnrrAtQ rru iltinly vats roc by For'SI: 1 lbf = 4.45 N, 1 psi = 0.00689 MPa For pound -inch units: 1 mm = O.UJE.i( mches 'Values are or single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -02 and conversion to ASD in accordance with Section 4.2 Eq. (5) is required. 2Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all- lightweinht rnnrrAtQ rru iltinly vats roc by Fr-77--F.--"F-77\71 11')1 •._- ;1U 1] JUN 2a 2010 REID ADDLETON, 06 -30 -2011 City of Tukwila Department of Community Development JOHNNIE BUTLER 201 JACKSON ST KSC -TR -0431 SEATTLE WA 98104 RE: Permit No. D10 -037 12000 EAST MARGINAL WY S TUKW Dear Permit Holder: Jim Haggerton, 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 08/01/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 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 08/01/2011, 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, Bill Rambo Permit Technician File: Permit File No. D10 -037 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City f Tu Ala Jim Haggerton, Mayor De January 18, 2011 se'g'ment of Community Development Jack Pace, Director Johnnie A. Butler King County Transit Division 201 S Jackson St, M/S KSC -TR -0431 Seattle, WA 98104 -3856 RE: Request for Extension Development Permit No. D10 -037 12000 East Marginal Wy S Dear Ms. Butler, This .letter is in response to your written request for an extension to Permit Number D10 -037 for Metro Transit South Base Maintenance Building. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through August 1, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, fifer Marshall it Technician File: Permit No. D10 -037 W:'Pennit Center`Extension Letters\Pennits\2010\D10 -037 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 King County Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC -TR -0431 Seattle, WA 98104-3856 Fax: (206) 684-1900 RECEIVED 'JAN 1,0 20111 January 6, 2011 Mr. Bill Rambo, Permit Technician City of Tukwila 6300 Southcenter Boulevard Suite #100 Tukwila, Washington 98188 cotarainy xtEvELoPmENT Permit No. D10 -037 — Metro Transit South Base Maintenance Building 12000 East Marginal Way South, Tukwila, WA Dear Mr. Rambo: By this letter, we request an extension of the above referenced project. The construction on this project has begun. Currently equipment submittals are under review; the structural & mechanical components of the Jib Crane are long lead time items. Anthony Construction Company, Inc. has been advised not to start demolition until these submittals are approved and the equipment has been ordered. The target date for completion of the project is May 20, 2011. If you have questions please contact me either by email at johnnie.butler @kingcounty.gov or by telephone at (206) 684 -1333. incerely, er eal Property Agent D,A(, 4v4d /gio DI- /S- 201/ OCAtrOtRA "'HU 01 -03 -2011 T Jim Haggerton, Mayor Department of Community Develop; , ent Jack Pace, Director JOHNNIE BUTLER 201 JACKSON ST KSC -TR -0431 SEATTLE WA 98104 RE: Permit No. D10 -037 12000 EAST MARGINAL WY S TUKW Dear Permit Holder: 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 02/02/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 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 02/02/2011, 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, -t-JO Bill Rambo Permit Technician File: Permit File No. DI0 -037 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 ity � m of Tu ,` :,, ' l Jim Haggerton, Mayor Department of Community Development August 5, 2010 Ken Madden, P.E. King County Dept of Transportation 201 S Jackson St, KSC -TR -0438 Seattle, WA 98104 -3856 RE: Request for Application Extension - D10 -037 Metro South Base Maintenance Building Dear Mr. Madden, Jack Pace, Director This letter is in response to your written request for extension to Permit Application Number D 10 -037. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration date an additional 90 days, through November 8, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer Marshall it Technician File: Permit No. D10 -037 W:\Permit Center\Extension Letters \Applications\2010\D10 -037 Application Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 I al King County Department of Transportation Metro Transit Division Design and Construction Section 201 S. Jackson Street KSC -TR -0435 Seattle, WA 98104 -3856 July 30, 2010 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Permit Application No. D10 -037 12000 EAST MARGINAL WY S TUKW Dear Mr. Benedicto: 414 -70&zii .94 40z/za This letter is in response to a letter from your office dated July 1, 2010 outlining the process for requesting an extension to the permit application referenced above. King County Metro Transit received initial permit review comments from the City of Tukwila and Reid Middleton on 2/23/10 and 3/2/210 respectively. We responded to those review comments on 5/11/2010 and 5/26/2010, and are waiting for a response from Reid Middleton to our most recent submittal on 6/21/2010. Based on our active engagement in the permit review /comment response process, we respectfully request a 90 day time extension to complete the application process and secure a building permit. Please contact me if you have any questions or concerns with this request. Ken Madden, P.E. Project Manager Metro Transit Division eke, its - a 0 rMCk RECEIVED JUL 3 0 2010 PERMIT CENTER • 0 King County Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC -TR -0431 Seattle, WA 98104 -3866 Fax: (206) 684 -1900 July 30, 2010 Mr. Bill Rambo, Permit Technician 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 Permit Application Number D10 -037 Metro South Base Maintenance Building —1200 East Marginal South Dear Mr. Rambo: This letter is in response to correction Letter #1 dated February 23, 2010. The corrections requested have been made and are shown on the enclosed Revision Submittal form. If you have questions please email me at johnnie.butler @kingcounty.gov or call me at (206) 684 -1333. Sincerely, e A. Butler Real Property Agent Enclosures CORRECTION QTR# 0RECEIVED AUG 02 2010 Last printed 7/30/2010 4:46:00 PM PERMIT CENTER c5J Reid iddleton July 12, 2010 File No. 262010.005/00403 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Metro South Base Maintenance Building (D10 -037) Dear Mr. Benedicto: RECEIVED 'JUL 12 20101 COMMUNITY DEVELOPMENT We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Structural special inspections by qualified special inspectors do not appear warranted for this project, which appears to be work of a minor nature. If it is determined otherwise, the applicable special inspections are noted below. 1. Concrete placement at concrete construction: Continuous. 2. Reinforcement at concrete construction: Periodic. 3. Installation of anchor bolts /rods in concrete: Continuous. 4. Installation of headed (shear) stud anchors in concrete: Continuous. 5. Installation of concrete expansion anchors: In accordance with qualifying report of evaluation service (e.g., ICC -ES). Enclosed are two sets of the revised drawings, structural calculations, and correspondence from the structural engineer for your records. If you have questions or need additional clarification, please contact us. Sincerely, Reid U ° r Philip Brazi , P.E., S.E. Senior Engineer Enclosures cc: Gerrie Johnson, King County (by e -mail) James Smyth, King County (by e -mail) Brenda Holt, City of Tukwila (by e -mail) knb\2 6 \planrevw \tukwi l a\ 10 \t004r3 . doc \prb C Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fox: 425 741 -3900 c 07 -01 -2010 0 1 il�_ Jim Haggerton, Mayor Department of Community Development GERRIE JACKSON 201 JACKSON ST KSC -TR -0431 SEATTLE WA 98104 RE: Permit Application No. D10 -037 12000 EAST MARGINAL WY S TUKW Dear Permit Applicant: Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 02/09/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 08/08/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted 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 application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, '1›:kl-Q -12--- Bill Rambo Permit Technician File: Permit File No. D10 -037 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 L.43 King County Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC -TR -0435 Seattle, WA 98104 -3856 Fax: (206) 684 -1803 R's!CEfVED JUL 12 2010) DEVELOPNMENT May 26, 2010 Mr. Philip Brazil, P.E., S.E. Reid Middleton, Inc. 728 134`h Street SW Everett, WA 98204 RE: Building Permit Nan Review Metro South Base Maintenance Building (D10 -37) Dear Mr. Brazil, 1 i\1 JUN - 2010 1 This letter is in response to your letter (File No. 262010.005/00401) dated March 2, 2010, a letter from the City of Tukwila (Mr. Bill Rambo) dated February 23, 2010 and subsequent emails for the referenced subject. Enclosed are two sets of the revised structural drawings and one copy of the supplemental structural calculations for additional review as you requested. Here is an itemized response to the comments in your letter: 1. Your Comment: "Structural special inspections by qualified special inspectors do not appear warranted for this project"; see also City of Tukwila's comment: "Provide a quality control inspection table specifying "Special Inspections" required for this project relative to the specific concrete, bolting and steel components (IBC Chapter 17) ". Response: A table titled: Special Inspection Items has been added to the design documents by Contract Addendum 03/08/2010, Note 15. SPECIAL INSPECTIONS, drawing S1.01 (enclosed). 2. Your Comment: "Design loads and other pertinent information are required to be specified on the construction documents ". Response: Design loads have been added to the construction documents by Contract Addendum 03/08/2010, Note 12. STRUCTURAL GENERAL, drawing S1.01. 2. (continued) Your Comment: "A diagram of the design loads for the crane should be added to the construction drawings for review ". Response: It is the preference of the Engineer of Record, John Davis, P.E., S.E., and the past practice of METRO to provide a diagram of the design loads for the crane in the structural calculations. Please find a copy of the Revised Structural Calculations (enclosed). Mr. Philip Brazil, Reid Middleton May 26, 2010 Page 2 3. Your Comment: "The assumed allowable soil bearing capacity of 2,000 psf for the design of the crane foundation should be specified on the construction drawings" Response: The assumed allowable soil bearing capacity of 2,000 psf has been added to the construction drawings by Contract Addendum 03/08/2010, Note 12 D. 4. Your Comment: "On page 4 of the calculations, the factored compressive load from the column, Pu, does not appear to include load factors making it a nominal load. The calculation should be revised by applying load factors to this load and resubmitted for review ". Response: The structural calculations have been revised to include load factors. The structural calculations are resubmitted for review. We hope that these responses to your review comments address all your concerns. If you have any further questions, or if you would like to schedule a meeting to discuss this project in more detail, please feel free to contact me. Sincerely, Kenneth B. Madden, P.E. Project Manager 206 - 684 -1374 c: Gerrie Jackson, King County Metro Transit Bill Rambo, City of Tukwila Bob Benedicto, City of Tukwila 2bwl D. C)u5 , ow`wo King County Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC -TR -0435 Seattle, WA 98104 -3856 Fax: (206) 684 -1803 June 21, 2010 Mr. Philip Brazil, P.E., S.E. Reid Middleton, Inc. 728 134th Street SW Everett, WA 98204 RE: Building Permit Plan Review Metro South Base Maintenance Building (D10 -37) Dear Mr. Brazil, This letter is in response to your letter (File No. 262010.005/00402) dated June 3, 2010. Enclosed are two sets of the revised structural drawings and one copy of the structural calculations for your review as requested. Here is an itemized response to the comments in your letter: 2. Your Comment: "A diagram of the design loads for the crane should still be added to the construction drawings for review ". Response: A diagram of the design loads for the crane has been added to the construction drawings for review. Please see drawing S 1.01 A 3. Your Comment: "The assumed allowable soil bearing capacity of 2,000 psf for the design of the crane foundation should still be specified on the construction drawings" Response: The assumed allowable soil bearing capacity of 2,000 psf has been added to the construction drawings. Please see drawing S 1.01 A, Structural Notes 12 J. If you have any further questions, or if you would like to schedule a meeting to discuss this project in more detail, please feel free to contact me. p(iao10 .oM.. o0Lto 4 Mr. Philip Brazil, Reid Middleton June 21, 2010 Page 2 Kenneth B. Madden, Project Manager Transit Design and Constructions Section Metro Transit Division Department of Transportation KSC -TR -0435 201 South Jackson Street Seattle, WA 98104 -3856 Cc: Gerrie Jackson, King County Metro Tranist John Davis, King County Metro Tranist Reid iddleton June 3, 2010 File No. 262010.005/00402 RECEIVED JUN 04 20101 IDCEVELOP Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Second Submittal Metro South Base Maintenance Building (D 10 -037) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. Several of the previous review comments (letter to the city of Tukwila, dated March 2, 2010) have not been addressed completely in the recent submittal. The comments below supersede the previous review comments and outline the remaining issues. The permit applicant should address these comments. The numbering system from our previous letter has been retained for your reference. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the structural engineer respond and resubmit two sets of the revised structural drawings and one copy of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. 2. Design loads and other pertinent information are required to be specified on the construction documents. For this project, the design loads are principally those for which the crane is designed. A diagram of the design loads for the crane should still be added to the construction drawings for review. See IBC Sections 1603.1 and 1603.1.7. 3. The assumed allowable soil bearing capacity of 2,000 psf for the design of the crane foundation should still be specified on the construction drawings. See IBC Section 1802.6. Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila June 3, 2010 File No. 262010.005/00402 Page 2 RECEIVED 1 JUN 0 4 2010 COMMuL 4 t Y DEVELOPMENT Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have questions or need additional clarification, please contact us. Sincerely, iddleton, Inc. ilip Brazil, P.E., S.E. enior Engineer cc: Gerrie Johnson, King County (by e -mail) James Smyth, King County (by e -mail) Brenda Holt, City of Tukwila (by e -mail) o: \doc\26 \planrevw \tukwila\ 10 \t004r2. doc \prb Reid iddleton l�1 King County Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC -TR -0435 Seattle, WA 98104 -3856 Fax: (206) 684 -1803 RECEIVED JUN 01 2010 COMMUNI 1 Y DEVELOPMENT May 26, 2010 Mr. Philip Brazil, P.E., S.E. Reid Middleton, Inc. 728 134th Street SW Everett, WA 98204 RE: Building Permit Plan Review Metro South Base Maintenance Building (D10 -37) Dear Mr. Brazil, This letter is in response to your letter (File No. 262010.005/00401) dated March 2, 2010, a letter from the City of Tukwila (Mr. Bill Rambo). dated February 23, 2010 and subsequent emails for the referenced subject. Enclosed are two sets of the revised structural drawings and one copy of the supplemental structural calculations for additional review as you requested. Here is an itemized response to the comments in your letter: 1. Your Comment: "Structural special inspections by qualified special inspectors do not appear warranted for this project "; see also City of Tukwila's comment: "Provide a quality control inspection table specifying "Special Inspections" required for this project relative to the specific concrete, bolting and steel components (IBC Chapter 17) ". Response: A table titled: Special Inspection Items has been added to the design documents by Contract Addendum 03/08/2010, Note 15. SPECIAL INSPECTIONS, drawing S1.01 (enclosed). 2. Your Comment: "Design loads and other pertinent information are required to be specified on the construction documents ". Response: Design loads have been added to the construction documents by Contract Addendum 03/08/2010, Note 12. STRUCTURAL GENERAL, drawing S1.01. 2. (continued) Your Comment: "A diagram of the design loads for the crane should be added to the construction drawings for review ". Response: It is the preference of the Engineer of Record, John Davis, P.E., S.E., and the past practice of METRO to provide a diagram of the design loads for the crane in the structural calculations. Please find a copy of the Revised Structural Calculations (enclosed). • Mr. Philip Brazil, Reid Middleton May 26, 2010 Page 2, 3. Your Comment: "The assumed allowable soil bearing capacity of 2,000 psf for the design of the crane foundation should be specified on the construction drawings" Response: The assumed allowable soil bearing capacity of 2,000 psf has been added to the construction drawings by Contract Addendum 03/08/2010, Note 12 D. 4. Your Comment: "On page 4 of the calculations, the factored compressive load from the column, Pu, does not appear to include load factors making it a nominal load. The calculation should be revised by applying load factors to this 1 aaTand resubmitted for review Response: The structural calculations have been revised to include load factors. The structural calculations are resubmitted for review. We hope that these responses to your review comments address all your concerns. If you have any further questions, or if you would like to schedule a meeting to discuss this project in more detail, please feel free to contact me. Sincerely, Kenneth B. Madden, P.E. Project Manager 206 -684 -1 374 c: 9errie Jackson, King County Metro Transit '�Bi11 Rambo, City of Tukwila Bob Benedicto, City of Tukwila Metro South Base Jib Crane - Tukwila Permit D10-037 Brenda Holt - RE: Metro South Base Jib Crane - Tukwila Permit D10 -037 From: "Philip Brazil" To: "Madden, Ken" Date: 05/13/2010 2:51 PM Subject: RE: Metro South Base Jib Crane - Tukwila Permit D10 -037 CC: "Jackson, Gerrie" , "Holt, Brenda" Page 1 of 1 Ken: Several of the comments in our letter of 3/2/10 specify information to be added to the construction documents. The submittal attached to the email below does not include this. Revised construction documents should be submitted to enable us to proceed with our review. I will schedule a revised review once we receive the revised construction documents. Phil Brazil Senior Engineer Reid Middleton (425) 741 -5039 www.reidmiddleton.com Engineers 1 Planners 1 Surveyors From: Madden, Ken [mailto:Ken.Madden @kingcounty.gov] Sent: Tuesday, May 11, 2010 9:14 AM To: Philip Brazil Cc: Jackson, Gerrie Subject: Metro South Base Jib Crane - Tukwila Permit D10 -037 Philip, Please find attached a letter of transmittal and responses to Reid Middleton's permit review comments for the subject project. The Structural Calculations have been revised per review comments and the loading information and special inspection information will be added to Drawing S1.10 by addendum. The proposed addendum is attached indicating the additional notes #12 -15 on drawing S1.01. Please let me know if this response satisfies your review comments. If so, I will resubmit the revised contract documents to Allen Johannessen at Tukwila. Ken Madden, PE, Project Manager King County Metro (206) 684 -1374 «SB Jib Crane - Tukwila Permit D10- 037.pdf» file://C:\Temp\XPGrpWise\4BEC 120Btuk- mail6300 -po 100173667711 C6821 \GW} 0000... 05 /17/2010 Reid iddleton March 2, 2010 File No. 262010.005/00401 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Metro South Base Maintenance Building`;(D.1;0037r): Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the structural engineer respond and resubmit two sets of the revised structural drawings and one copy of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Geotechnical No comments. . Architectural No comments. Structural General 1. Structural special inspections by qualified special inspectors do not appear warranted for this project, which appears to be work of a minor nature. If it is determined otherwise, the applicable special inspections are noted below. See IBC Section 1704.1. a. Concrete placement at concrete construction: Continuous, see also Section 1704.4. b. Reinforcement at concrete construction: Periodic, see also Section 1704.4. c. Installation of anchor bolts/rods in concrete: Continuous, see also Sections 1704.4 and 1707.1. Engineers Planners sr,rveyors Reid Middleton, Inc. 128134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fox: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila March 2, 2010 File No. 262010.005/00401 Page 2 d. Installation of headed (shear) stud anchors in concrete: Continuous, see also Section 1704.13. e. Installation of concrete expansion anchors: In accordance with qualifying report of evaluation service (e.g., ICC -ES), see also Section 1704.13. 2. Design loads and other pertinent information are required to be specified on the construction documents. For this project, the design loads are principally those for which the crane is designed. A diagram of the design loads for the crane should be added to the construction drawings for review. See IBC Sections 1603.1 and 1603.1.7. 3. The assumed allowable soil bearing capacity of 2,000 psf for the design of the crane foundation should be specified on the construction drawings. See IBC Section 1802.6. 4. On page 4 of the calculations, the factored compressive load from the column, Pu, does not appear to include load factors making it a nominal load. The calculations should be revised by applying load factors to this load and resubmitted for review. The construction drawing may need to be revised. Please verify. See IBC Sections 1602.1 ( "factored load," "load factor," and "nominal load ") and 1605. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid iddleton, Inc. P ' lip Brazil, P.E., S.E. Senior Engineer cc: Gerrie Johnson, King County (by e-mail) James Smyth, King County (by e-mail) Brenda Holt, City of Tukwila (by e-mail) knb\ doc\ 26\ planrevw \tukwila \10 \t004r1.doc\prb Reid iddleton February 23, 2010 1 c Jim Haggerton, Mayor epartme t of Community Development Jack Pace, Director Gerrie Jackson 201 S Jackson St KSC -TR -0431 Seattle, WA 98104 RE: Correction Letter #1 Development Permit Application Number D10 -037 Metro South Base Maintenance Bldg —12000 East Marginal Way S Dear Ms. Jackson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D10 -037 W:\Permit Center \Correction Letters \2010010-037 Correction Letter NI.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: February 22, 2010 Project Name: Metro South Base Maintenance BLDG Permit #: D10 -037 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a quality control inspection table specifying "Special Inspections" required for this project relative to the specific concrete, bolting and steel components. (IBC Chapter 17) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • ity o la Jim Haggerton, Mayor Department of Community Development February 12, 2010 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Metro South Base Maintenance Bldg — D10 -037 12000 East Marginal Way S Dear Mr. Swanson: Jack Pace, Director Please review the enclosed plans and documents for structural compliance with the 2006 International Building Code. If you should have any questions, please feel free to contact Brenda Holt at (206)431 -3672. Sincerely, ID:IP 'Zt„.1, Bill Rambo Permit Technician encl xc: Permit File No. D10 -037 W:\Permit Center\Stnictural Review \D10-037 Structural Review.DOC Page 1 of 1 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 ® Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • • PER T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -037 DATE: 08 -02 -10 PROJECT NAME: METRO SOUTH BASE MAINTENANCE BLDG SITE ADDRESS: 12000 EAST MARGINAL WY S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: ging Division m Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 08-03-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08 -31 -10 Approved n Approved with Conditions [X.. Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • .; � ; • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -037 DATE: 02 -09 -10 PROJECT NAME: METRO SOUTH BASE MAINTENANCE BLDG SITE ADDRESS: 12000 EAST MARGINAL WAY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division al a1S AUG P- ` ( 0 Public Works Fire Prevention Structural a-- AO- Planning Division ® Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 02-11 -10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 03 -1 1 -10 Approved with Conditions n Not Approved (attach comments) kr- Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ll CORRECTION LETTER MAILED: �3 t Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: we Documents /routing slip.doc 2 -28 -02 • City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ,Tnly 30, 2010 Plan Check/Permit Number: D10-037 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued • ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Metro South Base Maintenance Bldg Project Address: 12000 East Marginal Way S Contact Person: Johnnie A. Rut 1 e r Phone Number: - (2 0 h) h R4-1 1 i Summary of Revision: The quality control inspection table specifying "Special Inspections" for this project is provided on new page 3A of 13. R catvef L AUG 02 2090 PERMIT CENTER Sheet Number(s): 3A "Cloud" or highlight all areas of revision including date of revis n c Received at the City of Tukwila Permit Center by: Entered in Permits Plus on --�� ( 0 \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ANTHONY CONSTRUCTION CO INC UBI No. 601037129 Phone 2067623780 Status Active Address 8110 7Th Ave S License No. ANTHOCC116BT Suite /Apt. License Type Construction Contractor City Seattle Effective Date 1/30/1989 State WA Expiration Date 9/1/2011 Zip 981084374 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status MASSAC'122LFMASSART /ANTHONY CONSTRUCTION Construction Contractor General Unused 6/6/1988 9/1/1989 Archived MASSACI13003 MASSART CONSTRUCTION INC Construction Contractor General Unused 9/23/1987 9/1/1988 Archived MASSAIC176KD MASSART INTERNATIONAL CO, THE Construction Contractor General Unused 5/4/1983 8/1/1988 Archived Business Owner Information Name Role Effective Date Expiration Date EISENHUT, DORA President 04/07/2009 Bond Amount EISENHUT, KEN Secretary 04/07/2009 SU6741 SANDERS, GARY President 01/01/2007 04/07/2009 KWENTUS, ANN Secretary 01/01/2007 04/07/2009 ANTHONY, RLENE F Handyman 01/01/1980 08/14/2007 MAYBEE, DOUGLAS B Handyman 01/01/1980 08/14/2007 ANTHONY, ALFRED C Handyman 01/01/1980 01/01/2007 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 TRAVELERS CAS & SURETY CO SU6741 09/01/2005 Until Cancelled $12,000.00 06/09 /2005 4 ST PAUL FIRE & MARINE INS CO SU6741 09/01/2002 09/01/2005 $12,000.00 08/27 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 18 TRAVELERS INDEMNITY CO DTC0526D63561ND08 12/08/2008 12/08/2010 $1,000,000.00 12/02/2009 17 TRAVELERS INDEMNITY CO OF AME DTC0526D63561ND07 12/08/2008 12/08/2009 $1,000,000.00 11/24/2008 16 ALASKA NATIONAL INS CO 05LLS31514 12/08/2006 12/08/2008 $1,000,000.0012 /05/2007 https: // fortress .wa.gov /lni/bbip /Print.aspx 08/06/2010 iero 432809 COOG1 01 dwq TYPICAL SECTION AND DETAIL REFERENCING SYSTEM EMPLOYEE PARKING DRAWING NUMBERING SYSTEM KEY: (1) THE SECTION IS CUT ON DRAWING A101: DISCIPLINE G GENERAL A3.01 SECTION LETTER ELEVATION LETTER / ,2.01 PROJECT VICINITY DRAWING ON WHICH SECTION /ELEVATION APPEARS. (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: D' C L A S M FP E T TC TS U DEMOLITION CIVIL LANDSCAPE ARCHITECTURE STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL TROLLEY TRAFFIC CONTROL TRAFFIC SIGNAL URBAN DESIGN DESIGNATED CATEGORY 0 GENERAL 1 PLANS 2 ELEVATIONS 3 SECTIONS 4 ENLARGED PLANS 5 DETAILS 6 SCHEDULES & 7 USER DEFINED 8 USER DEFINED 9 3D VIEWS OPERATIONS ' I RATE PERMI REQUIRED FOR* SECTION SCALE: 1"=1' -0" SECTION LETTER DRAWING ON WHICH SECTION A1.0 WAS TAKEN. (3) DETAILS ARE CROSS- REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. DISCIPLINE DESIGNATOR SEPARATOR VICINITY MAP NOT TO SCALE ABBREVIATIONS: AFF ABOVE FINISH FLOOR ASTM ASTM INTERNATIONAL CMU CONCRETE MASONRY UNIT EW EACH WAY MIN MINIMUM OC ON CENTER REQ'D REQUIRED SQ SQUARE TYP TYPICAL W/ WITH FILE COPY Permit No.D 0' 0 INDEX TO DRAWINGS SHEET NO. DRAWING NO GENERAL DRAWINGS 1 G1.01 STRUCTURAL 2 DS1.01 3 S1.01 4 S5.01 MECHANICAL 5 DM1.01 6 7 8 9 DM3.01 M1.01 M3.01 M3.02 RICAL E0.01 Fl^n review approval is subject to errors antd omaids. 1, wal of construction documents does not auttOrize tai:. ^cation of any adopted code or ordinance. Fieceipt of approved Field Copy and conditions is acknowledged: B Date: City Of Tukwila DRAWING TITLE GENERAL INFORMATION SLAB DEMOLITION PLAN FOUNDATION PLAN HOSE REEL SUPPORT BRACKET DETAILS DEMOLITION - PARTIAL PLAN DEMOLITION - SECTIONS BAY 8 & 9 - PARTIAL PLAN SECTIONS SECTIONS ELECTRICAL SYMBOLS AND ABBREVIATIONS DEMOLITION - PARTIAL PLANS INSTALLATION - PARTIAL PLANS AND DETAIL VEF- 103 MOTOR CONTROL DIAGRAM PROJECT DESCRIPTION OWNER: AGENT: KING COUNTY SEQUENTIAL DRAWING WITHIN DISCIPLINE AN DESIGNATED CATEGOR' GERRIE JACKSON 201 S JACKSON ST MS KSC -TR -0431 SEATTLE, WA 98104 206 - 684 -1334 BUILDING USE: MAINTENANCE FACILITY SEISMIC ZONE: 3 PROPERTY ZONING: OCCUPANCY GROUP: CONSTRUCTION TYPE: REFERENCE: REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. MIC /L F -1 I I 2 f Mebhar ical electrical E Plumbirg 20 as Piping, 0. 100' 200' IAMB — 1" ity of Tukv Milli-MG DIVISION SOUTH BASE COMPONENT SUPPLY CENTER SOUTH BASE CHASSIS SHOP STAGING AREA: \\' 24' x 40' BUS PARKING GENERAL NOTES STORAGE 200' CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE AND THE LATEST EDITION OF THE TUKWILA BUILDING CODE. AND AMENDMENTS A COPY OF THE APPROVED PLAN, MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 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. 3. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS REQUIRED TO PROTECT EXISTING BUILDING UTILITIES, EQUIPMENT OR BUILT -IN FURNISHINGS REMAINING IN THE WORK AREA DURING CONSTRUCTION. REVIEWED FOR 4. C 3r E COMPLIANCE APPROVED 5. kW052010 A's City of Tukwila BUILDING DIVISION THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO START OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SALVAGE OR LEGAL DISPOSAL OFF SITE OF ALL MATERIALS AND /OR EQUIPMENT REMOVED FROM THE WORK AREA PER THE REQUIREMENTS OF THIS CONTRACT. 10037 LOCATION MAP SCALE: 1" = 200' LEGAL DESCRIPTION PORTIONS OF THE WEST HALF OF SECTION 10. TOWNSHIP 23 NORTH. RANGE 4 EAST. W, M. DESCRIBED AS FOLLOWS: LOTS 22, 23, 24 AND THAT PORTION OF LOT 25 OF BENNETT'S INTERURBAN TRACTS UNRECORDED, LYING NORTH OF A LINE 50 FEET SOUTH OF THE NORTH LINE 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 IN VOLUME 10 OF PLATS ON PAGE 74, RECORDS OF KING COUNTY AND RIVER STREET AS VACATED BY SUPERIOR COURT CAUSE NO. 663488, ALL LYING SOUTHWESTERLY OF PRIMARY STATE HIGHWAY NO. 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, AS ESTABLISHED BY WARRANTY DEED, KING COUNTY AUDITOR'S FILE NO. 5884778, AND SUPERIOR COURT CAUSE NO. 646846 AND NORTHEASTERLY OF EAST MARGINAL WAY SOUTH AS ESTABLISHED BY SUPERIOR COURT CAUSE 646697, 646846 AND 646939 AND THAT PORTION DEEDED TO KING COUNTY BY QUIT CLAIM DEED AS RECORDED UNDER AUDITOR'S FILE NO. 1004994, AND WARRANTY DEED NO. 7412090465. SOUTH BASE MAIN TE N A\ C E FACILITY JIB CRAM --IC INSTALLATION RECEIVED FEB 09 2010 PERMIT CENTER KING COUNTY BUILDING DIVISION DESIGNED: PROJECT MANAGER: D CAMPBELL APPROVED: B ISLER IBIS NO 432809 wu REOuFs: 0BT -30 CONTRACT NO: C00415C09 SCALE: AS NOTED SITE LOCATION NO: ONE INCH AT FULL SIZE I ' IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION GENERAL INFORMATION DATE: JUNE 2009 DRAWING NO: G1 .01 SHEET NO: OF 13 24' -7" 6' -6" LIFT PIT STRUCTURE BELOW (TYP) I O '- .1',� r • LEXISTING REINFORCED CONCRETE SLAB: 6" THICK W/ #4 @ 12" EW, 6" COMPACTED ROCK BASE i L___ —_1 L _J EXISTING BUS LIFT (TYP) EXCAVATE PER SECTION THICKENED SLAB BELOW EXISTING CMU WALL BAY 8 JIB CRANE SLAB DEMOLITION PLAN SCALE: 1/4 "= 1' -0" MECHANICAL Sc ELECTRICAL EQUIPMENT ARE IN THIS AREA. SEE MECHANICAL & ELECTRICAL DWGS REVIEWED FOR CODE COMPLIANCE PP D ED AUb 0 5 2010 NOTES: 1. SAWCUT EXISTING CONCRETE SLAB AND REMOVE. EXCAVATE FOR NEW FOOTING. COMPACT BOTTOM OF EXCAVATION TO 95% MAXIMUM DRY PROCTOR DENSITY. DO NOT DISTURB SOIL OR RE— COMPACTED BASE WHEN PLACING REBAR. CEASE EXCAVATION AND CONTACT KING COUNTY PROJECT REPRESENTATIVE IF PIPING, CONDUIT. UTILITIES OR OTHER OBSTRUCTIONS ARE ENCOUNTERED DURING EXCAVATION. City of Tukwila BUILDING DR /1mm KEY PLAN SCALE: )F,.' - 1' -0• RECEIVED FEB 09 2010 PERMIT CENTER No. REVISION BY APP'D DATE DESIGNED R KNUTTGEN WN: 8 FARISS- BATEMAN CHECKED: J DAVIS RECOMMENDED: D CRIPPEN PROJECT MANAGER D CAMPBELL APPROVED: 8 ISLER IBIS NO: 432809 riomr wou6r: 08T -30 CONTRACT NO: C00415C09 SCALE: AS NOTED SITE LOCATION NO: ONE INCH AT FULL SIZE I IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION SLAB DEMOLITION PLAN DATE: JUNE 2009 DRAWING NO: SD1.01 SHEET N0: OF 2 13 SB Lift For Battery Handling— Hybrid Buses \Structurol \809_S1.01— S5.01.dwg 1 Layout: 51.01 NEW JIB C rn 4 • NEW JIB CRANE INSTALL ISOLATION JOINT AT PERIMETER OF NEW CONCRETE. SEE DETAIL 2/- INSTALL NEW HOSE REEL SUPPORT BRACKET AT EXISTING WALL. SEE ELECTRICAL & MECHANICAL DRAWINGS FOR RELOCATION OF EXISTING EQUIPMENT, CONDUIT & PIPE BAY 8 BAY 9 JIB CRANE FOUNDATION PLAN SCALE: 1/4 "= 1' -0 "' REVIEWED « 'az reviewed for general conformance with the fulIowim, z.ttne de,; ' y the jurisdiction: Structural Pmisiuns of the-International Building Code ❑ Nun - structure! Provisions of the Intorsatiosp! BtrU4ing -Code ❑ other: The projects appliaaat is rtimonaibl I+Wr conformance with all aipplkoble oodo.. corer • of approvat, .Id permit reptirements subject to the Inguirintestis and intwpratations nt t#R governing authority. This ,view does not relieve the Aragon! a04 Eli )aow* of Iteccid.al the responsibility does empties* design in an°i *d *°a with rte. of tbe=gowtni4 junsdtAnpt add tirtt+a+. e< W -� � �j, ktlatr , G, ( /j d Juritid )1 Deft REID CO. 101100 v (30) Y2" x 6 )fi" WELDED HEADED STUDS ® 60' ALL AROUND CRANE MAST. 8" OC ALONG MAST LENGTH (TYP) (3) #5 IJ EQUALLY SPACED #8 BAR, 7' -6" LONG ACROSS TOP. POSITION BETWEEN #6 (TYP) #510 ® 12" OC 3" COVER MIN 3" COVER MIN /Vy 44, (6) #6 L�J #8 BAR, 7' -6" LONG ACROSS TOP. POSITION BETWEEN #6 (TYP) (6) #6 LJ (3) #5 ICJ EQUALLY SPACED 4 CONCRETE FOUNDATION SECTION SCALE: 3/4 " =1' -0" - (3) #5 LnJ EQUALLY SPACED N" A36 BASE PLATE ANCHOR BOLT (TYP - 4 PLACES) T CRANE MAST FOOTING. SEE CONCRETE FOUNDATION PLAN 1/— DETAIL PLAN DETAIL • SCALE: 3/4 ° =1' -0" — WELDED HEADED STUDS PER SECTION A- NEW FOOTING ELEVATION TO MATCH EXISTING CONCRETE FLOOR (TYP) • f /,V,1 /\ / \ \ / / \/ 2' -6" CONCRETE FOUNDATION SECTION SCALE. 3/4"=1' 0 #8 BARS PER S 10 (3) #5 ❑ EQUALLY SPACED CRANE MAST FOOTING. SEE PLAN DETAIL 1/— EXISTING CONCRETE FLOOR REVIEWED FOR CODE COMPLIANC APPROVED AUG 05 2010 City of Tukwila BUILDING DIVIRInM NEW CONCRETE FOUNDATION POURED JOINT SEALER PREMOLDED d EXPANSION JOINT FILLER FULL DEPTH ISOLATION JOINT DETAIL SCALE: 1"= 1" SEE STRUCTURAL NOTES ON S1.01A BFB RK REVISION BY APP'D 06/10 DATE RECEIVE: JUN 2 3 2010 REID MIDDLt DESIGNED: R KNUTTGEN PROJECT MANAGER: J DAVIS RECOMMENDED: D CRIPPEN IBIS N0: 432809 sow mauEsn 08T -30 CONTRACT NO: C00415C09 SAS NOTED SITE LOCATION NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION FOUNDATION PLAN DATE: JUNE 2009 DRAWING NO: S1.01 SHEET NO: OF 3 13 0, A 1 NEW JIB CRANE JIB CRANE LOAD LIMITS PLAN SCALE: 1/4 "= 1' -0" 14' -0° GxJ ( MAXIMUM RANGE OF MOTION 2500 LB MAX APPLIED CRANE LOAD CAPACITY 1:0 1 T -- r JIB CRANE DESIGN LOADS . SECTION SCALE: 3/4 " =1' -0" - A A V- STRUCTURAL NOTES CONCRETE SHALL BE TYPE III f'c AT 7 DAYS = 4,000 PSI, MAXIMUM SLUMP 4 ", MAXIMUM WATER CONTENT RATIO 0.5. 2. CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY VIBRATOR TO ELIMINATE ALL VOIDS AND AIR POCKETS. 3. CONCRETE SHALL BE COVERED WITH A PLASTIC SHEET, TAPED DOWN TO EXISTING FLOOR, TO PREVENT DRYING WHILE CONCRETE IS CURING. PLASTIC MUST BE KEPT IN PLACE A MINIMUM OF 7 DAYS. 4. CONCRETE SHALL BE FLOAT FINISHED TO MATCH EXISTING. 5. CRANE MAST FOOTING CONCRETE MUST CURE A MINIMUM OF 3 DAYS PRIOR TO INSTALLING CRANE MAST. 6. WELDED HEADED STUDS PER ASTM A29 AND INSTALLATION PER AWS D1.1 CLAUSE 7. 7. BEFORE CONCRETE FOUNDATION IS PLACED, THE CRANE MAST SHALL BE TRUED, LEVELED, AND INSPECTED BY THE KING COUNTY PROJECT REPRESENTATIVE. CONCRETE FOUNDATION MUST CURE A MINIMUM OF 7 DAYS PRIOR TO INSTALLING CRANE BOOM AND ASSEMBLY. SEAL FINISHED CONCRETE. 8. REINFORCING STEEL SHALL BE GRADE 60. 9. ALL REBAR MUST BE SECURELY SUPPORTED SO THAT IT DOES NOT MOVE WHILE PLACING AND VIBRATING CONCRETE. DO NOT TACK WELD REBAR. KING COUNTY PROVIDED SPECIAL INSPECTOR SHALL INSPECT PRIOR TO CONCRETE PLACEMENT. 10. ANCHOR BOLTS SHALL BE ASTM A307, 3'4" X 14" X 4" "J" TYPE WITH 6" THREAD. ANCHOR BOLTS SHALL BE PLACED TO MEET CRANE MANUFACTURER'S LOCATION REQUIREMENTS. 11. ANCHOR BOLT LOCATIONS AND BASE PLATE SHOWN FOR REFERENCE. INSTALL CRANE PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. 12. STRUCTURAL GENERAL A. DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2006 EDITION (IBC). B. LOADS: 1) DEAD LOADS: a) CRANE INCLUDES BOOM & CARRIAGE 2,857 LB. i. BOOM 630 LBS ii. CARRIAGE 300 LBS b) HOSE REEL 130 LB 2) LIVE LOADS: a) APPLIED CRANE LOAD CAPACITY 2,500 LB I. LOAD COMBINATIONS: IBC Section 1605 J. ASSUMED ALLOWABLE SOIL BEARING CAPACITY 2,000 PSF 13. CONCRETE A. MIX DESIGN: 1) CAST -IN -PLACE CONCRETE B. REINFORCEMENT 1) DEFORMED BAR C. CONCRETE COVER FOR REINFORCEMENT 1) CONCRETE CAST AGAINST EARTH 2) CONCRETE NOT EXPOSED TO EARTH OR WEATHER REVIEWED FOR CODE COMPLIANCE AprtnAVED Auu 05 2010 City of Tukwila BUILDING DIVISION METAL FABRICATIONS A. MATERIALS: 1) ANGLES AND CHANNELS 2) PLATE B. WELDING: 1) ELECTRODE F'c = 4,000 PSI ASTM A615, GR 60 3" '1 E7OXX JUL 9 2010 REID MIDDLETON, INC. 1 5. SPECIAL INSPECTIONS: A. CODE 1) SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1704 OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE. 8. ASSOCIATED TESTING 1) SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS), ASTM C1077 (CONCRETE), ASTM A880 (STEEL), AND ASTM E543 (NON- DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE PROJECT REP RESENTATNE A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. THE OWNER SHALL SECURE AND PAY FOR THE SERVICE OF THE INSPECTION AND TESTING AGENCY TO PERFORM ALL SPECIAL INSPECTIONS AND TESTS. C. SPECIAL INSPECTOR 1) THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR AND PROJECT REPRESENTATIVE FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. 2) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, PROJECT REPRESENTATIVE, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT INDICATION THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL THE DISCREPANCIES NOTED IN THE INSPECTION REPORT HAVE BEEN CORRECTED. D. SPECIAL INSPECTION DEFINITION 1) CONTINUOUS INSPECTION IS THE FULL TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. 2) PERIODIC INSPECTION IS THE PART TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF WORK. E. SPECIAL INSPECTION ITEMS INSPECTION TASK IBC CODE REFERENCE FREQUENCY REINFORCING STEEL PLACEMENT TABLE 1704.4 PERIODIC PLACEMENT OF CAST -IN -PLACE BOLTS OR ANCHOR RODS TABLE 1704.4 CONTINUOUS FABRICATE SPECIMENS FOR STRENGTH TESTING, PERFORM SLUMP AND AIR CONTENT TESTS, TEST TEMPERATURE OF FRESH CONCRETE TABLE 1704.4 CONTINUOUS CONCRETE PLACEMENT TABLE 1704.4 CONTINUOUS MECHANICAL ANCHORS INSTALLED IN CONCRETE FOR PROPER APPLICATION TECHNIQUES AS REQUIRED BY MANUFACTURER 1704.13.3 CONTINUOUS MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS, & WASHERS TABLE 1704.3 PERIODIC MATERIAL VERIFICATION OF STRUCTURAL STEEL TABLE 1704.3 PERIODIC MATERIAL VERIFICATION OF WELD FILLER METALS TABLE 1704.3 PERIODIC VERIFYING USE OF PROPER WELDING PROCEDURE SPECIFICATIONS (WPS) TABLE 1704.3 PERIODIC VERIFYING WELDER QUALIFICATIONS TABLE 1704.3 PERIODIC SINGLE PASS FILLET WELDS LESS THAN )46" TABLE 1704.3 PERIODIC WELDED STUDS AWS D1.1 SECTION 7.8 CONTINUOUS No. ADD'L NOTES, PLAN, SECTION PER PERMIT REVIEW BFB RK 06/10 REVISION BY APP'D DATE DESIGNED: KNU1° GEN PROJECT MANAGER: D CAMPBELL SCALE AS NOTED B FARISS- BATEMAN CHECKED: J DAVIS RECOMMENDED: D CRIPPEN APPROVED: B ISLER IBIS N0: 432809 worm n[pis: 08T -30 CONTRACT NO: C00415C09 SITE LDCA50N NO: ONE INCH AT FULL SIZE I 1 IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of • Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION FOUNDATION PLAN DATE JUNE 2009 DRAWING NO: S1.01A SHEET NO: OF 3A 13 0 3 0 N 0 cn co m 0 co 3' -4" EXISTING CONCRETE WALL 0• 1' -8" 1' -8" EXISTING CONCRETE WALL COPE & RADIUS CUT TOP LEG AS REQ'D PER DETAIL 1/— (TYP) NOTE: DIAGONAL & BOTTOM CROSS L 2Y2x2Y2 BRACES NOT SHOWN FOR CLARITY A A 0 A \ HOSE REEL MOUNTING PLAN VIEW SCALE:3" = 1' -0" 51.01 HOSE REEL MOUNTING SECTION SCALE: 1 1/2"= 1' - 0" COPING & RADIUS C_ T DETAIL ill SCALE: NONE TYP 6 0 10" TYP 1' -4" 0 - --mz =, FL—' 11 I v 1 1 ' -3" 5" 1' -8" 1' -8" 3. -4" REVIEWED FOR CODE COMPLIANCE RIMMED Aub052010 City of Tukwila BUILDING DivIRInM CHFEMED JUL 9 2010 REID MIDDLETON, INC. HOSE REEL MOUNTING SECTION SCALE: 1 1/2" = 1' -0" — STRUCTURAL CONSTRUCTION NOTES: 1. Yz "0 x 3 ) " MINIMUM EMBEDMENT EXPANSION BOLTS AT CONCRETE WALL. TYPICAL EIGHT PLACES. HILT KWIK BOLT TZ OR APPROVED EQUAL. No. REVISION BY APP'D DATE DESIGNED: KNUTTGEN DRAWN: B FARISS —BATE CHECKED: J DAVIS RECOUMENDED: D CRIPPEN PROJECT D CAMPBEL APPROVE4:/ MAN B ISLER es N0: 432809 0001 0106051: 087 -30 CONTRACT N0: • C00415C09 SOUS AS NOTED SITE LOCATION NO: ONE INCH AT FULL SIZE I 1 IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION HOSE REEL SUPPORT BRACKET DETAILS DATE: JUNE 2009 DRAWING N0: S5.01 SHEET N0: DP I. 13 DM3.01 E3A.,,' 8 ) - 0- DM3.01 J PAY I 7', DEMO 12"0 EXH. DUCT T1 HOSE REEL. RELOCATE EXISTING HOSE REEL SEE MECH, DWG. J1.01 FOR NEW LOCATION RELOCATE EXISTING CEILING LIGHT. SEE ELECTRICAL DWG. £1.01 FOR NEW LOCATION. DEMOLITION SOUTH BASE PARTIAL PLAN SCALE: 1/4"= 1' —0" REVIEWED FOR CODE COMPLIANCE APPWWED Aub 05 2010 City of Tukwila BUILDING DIVIRIMI RECEIVED FEB 09 2010 PERMIT CF.NTER No, REVISION BY APP'D DATE DESIGNED: J SMYTH PROJECT IAANAGER: D CAMPBELL SCALE: AS NOTED DRAWN: R BULGER APPROVED: B ISLER SITE LOCATION NO: CHECKED: R OUIST 1810 NO: 432809 WORK REOUES": 08T-30 RECOMMENDED: D CRIPPEN CONTRACT NO: C00415C09 ONE INCH AT FULL SIZE IF NOT ONE INCH. SCALE ACCORDINGLY 3U1 King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION DEMOLITION PLAN DATE. JUNE 2009 DRAWING NO: DM1.01 SHEET NO: OF 5 13 0 0 CIP3.01.dwq Layo FALL PROTECTION SYSTEM EXISTING 12 "0 EXH TO BE REMOVED REMOVE EXISTING HOSE REEL SUPPORT BRACKET 3 "0 ROOF DRAI 0 CAP a1]I( //4 / >\ Y EXISTING 12 "0 MOTORIZED DAMPER TO BE RELOCATED EXISTING HOSE REEL TO BE RELOCATED - SEE MECHANICAL DRAWING M1.01 FOR NEW LOCATION OC DUCTWORK TO TM SS RELOCATED HOSE REEL FIELD VERIFY. RELOCATE EXISTING LIGHT 3/4" HB —" 3/4" DW FIELD VERIFY LOOKING EAST SECTION SCALE: 1/4 " =1' -0" DM1.01 31 BAY 9 � I ILi IIII II I LEI ICI IUi FALL PROTECTION SYSTEM L i 4 18 -0' 15) RELOCATE EXISTING LIGHT I LI 3/4 H 9 1 fr. 71 �JI LOOKING SOUTH SECTION SCALE: 1/4"= 1' -0" DM 1 .01 PIEVIEWED FOR CODE COMPLIANCE APP ==nVe) Aub 05 2010 City of Tukwila BUILDING DIVISIf m RECEIVED FEB 09 2010 PERMff CENTER No. REVISION BY APP'D DATE DESIGNED: J SMYTH DRAWN: R BULGER CHECKED: R QUIST RECOMMENDED: D CRIPPEN PROJECT MANAGER: D CAMPBELL SCALE: AS NOTED APPROVED: 8 ISLER SITE LOCATION NO: IBIS NO: 432809 woN REOUEST: 08T -50 CONTRACT NO: C00415C09 ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCOROINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION DEMOLITION — SECTIONS DATE: JUNE 2009 DRAWING NO: DM3.01 SHEET N0: OF 6 13 (J 1 S.- M3.01 r1 25 BA 9 7 1 BOD 18.-8" AFF TS (NEW) 10 0 EXH. DUCT B.O.D. EL. 18' -9 }" AFF RELOCATED SUPPORT FOR EXHAUST EXTENSION PIPES. AY 7 FALL PROTECTION BA 1 (NEW) HOSE REEL —, SUPPORT BRACKET SEE STRUCTURAL DETAIL SHEET S5.01 RELOCATED 12" MOTORIZED DAMPER REROUTE EXISTING i "0 —DW DN TO HB TO FACILITATE HOSE REEL INSTALLATION. 3 "0 ROOF DRAIN .� A'7' NEW JIB CRANE SOUTH BASE PARTIAL PLAN SCALE: 1/4 "= 1' -0" 3" CONCRETE TOPPING DO NOT DRILL IN THIS AREA DUE TO POTENTIAL DAMAGE TO PRESTRESSING FERRULE INSERTS FOR 1/2 "0 BOLTS © 3' -0" 0.C. ON BEAM STEMS. ALLOWABLE TO USE AS REQUIRED. DUCT SUPPORTS DETAIL SCALE: NTS M1.01 GENERAL NOTES 1. SEE EQUIPMENT SCHEDULE. NOTES RELOCATE EXISTING EXHAUST EXTENSION PIPES SUPPORT BRACKET AS INDICATED. REVIEWED FOR CODE COMPLIANCE 1213PfVFD Au u 0 5 2010 City of Tukwila BUILDING DIVISIMI RECEIVED FEB 09 2010 PERMIT CENTER No. REVISION BY APP'D DATE DESIGNED: PROJECT MANAGER: J SMYTH D CAMPBELL DRAWN: APPROVED: BULGER B ISLER CHECKED: IBIS NO: 432809 R QUIST WORK 'MOUES: 08T -30 RECOMMENDED: CONTRACT NO: D CRIPPEN 000415C09 SCALE: AS NOTED SITE LOCATION N0: ONE INCH AT FULL SIZE I 1 I IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION BAY 8 & 9 PARTIAL PLAN DATE: JUNE 2009 DRAWING NO: M1 .01 SHEET N0: OF 7 13 CAP EXISTING 12 "0 EXH. 3 "0 ROOF DRAIN FALL PROTECTION CABLE 1 4 0 1741 EXH. B.O.D. EL. '.18' -8" AFF 51i" BATTERY COVER FULLY EXTENDED (REF) L) W 0 m NEW FREE- B.O.D. El. 18' -9 AFF 14 4 12 SUP \- (EKIS'ING) 17 "0 EXH. DUCT B.O.D. EL. 15' -0" STANDING CRANE LOOKING EAST SECTION SCALE: 1/4 " =1' -0" M1.01 3/4" H 3/4" IW NEW 0 "0 EXH. DUCT B.O.D EL. 18' -9 i" AFF RELOCATED SUPPLY DUCT /SD. CUT BACK DUCT TO DESIRED ELEV. B.O.D. LOCATED EXHAUST DSE REEL T.O.S. FIN. FLR L_ FIELD VERIFY II u (NEW) 10 "0 OXH. DLCT B.O.D EL. 18 "-9 4" AFF 1_1 BAY 4p LAi 3 "0 ROOF DRAIN BAY U ) FALL PROTECTION SYSTEM B.O.D. EL. 15' -0" AFF TIE -IN TO EXISTING 17 "0 EXHAUST DUCT RELOCATED 12 " —"" MOTORIZED DAMPER RELOCATED SUPPLY DUCT /SD. CUT BACK DUCT TO DESIRED ELEV. RELOCATED EXHAUST HOSE REEL r 3/4" T�/ (NEW) HOSE REEL SUPPORT BRACKET SEE STRIGTURAL DETAIL I S5.01 LOOKING SOUTH SECTION SCALE: 1/4"= 1' —0" M1 .01 9.0.0. EL 15' -3 z" AFF REVIEWED FOR CODE COMPLIANCE ApPRnvE Au 0 5 2010 City of Tukwila BUILDING DIVISION RECEIVED FEB 09 2010 PERMIT CENTER No. REVISION BY APP'D DATE DESIGNED: R BULGER NECKED: R QUIST RECOMMENDED: D CRIPPEN PROJECT MANAGER: D CAMPBELL APPROVED: B ISLER SCALE: AS SHOWN SITE LOCATION N0: IBIS NO: 432809 WORN 'COAST, 08T -30 CONTRACT NO: C00415C09 ONE INCH AT FULL SIZE 1 IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION SECTIONS DATE: JUNE 2009 DRAWING NO: M3.01 SHEET N0: DP B 13 0 C. 50D. 7i II E_ (3) 25' -0" 13. 0.. BAY 9 19._9 A.TF 14y1: SUPPLY EXHAUST \J, 800 EL 15' -0" AFF FALL PFOTEC'ION LI 3 "0 ROOF DRAIN ,5 3/4" DW 3/4 CaD O LOOKING SOUTH SECTION SCALE: 1/4 " =1' -0" M1 .01 REVIEWED FOR CODE COMPLIANCE App =nvED PUU 05 2010 City of Tukwila BUILDING DIVISIDN RECEIVED FEB 092010 PEN IT CENTER No. REVISION BY APP'D DATE DESIGNED: PROJECT MANAGER J SMYTH 0 CAMPBELL SCALE: AS SHOWN PAWN: APPROVED: R BULGER 8 ISLER CHECKED: 1819 NO 432809 R OUIST Woo REWEST: 08T -30 RECOMMENDED: CONTRACT NO: 0 CRIPPEN C00415C09 SITE LOCATION N0: ONE INCH AT FULL SIZE 1 IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION SECTIONS DATE. JUNE 2009 DRAWING NO: M3.02 SHEET NO: OF 9 13 ELECTRICAL DRAWING SYMBOLS AND ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATIONS 0 © LS JUNCTION BOX NUMBER LIGHTING FIXTURE LIMIT SWITCH CONTROL STATION DISCONNECT SAFETY SWITCH CIRCUIT BREAKER RELAY — NORMALLY OPEN RELAY — NORMALLY CLOSED OVERLOAD FUSE TRANSFORMER GROUND SWITCH — NORMALLY OPEN INDICATOR LIGHT (0 — GREEN, R — RED) CONTROL RELAY SOLENOID VALVE O�0 (# ) V71 r>Q ( C� \�\ 77�� j// LIMIT SWITCH — NORMALLY OPEN SEE NOTE NUMBER 277/480V ELECTRICAL PANEL 480V 3PH ELECTRICAL PANEL CONDUIT UP (OUT OF PAGE) 1 NEUTRAL, 3 HOT WIRES, 1 GROUND WIRE DEMOLITION (HATCH) EXISTING DEVICE (LIGHT LINE) NEW DEVICE (HEAVY LINE) 3P 3 —PH AWG CKT CR CS DPDT G JB MTR NEC NTS O.C. OL PNL SV VEF VER THREE POLE THREE PHASE AMERICAN WIRE GAUGE CIRCUIT NUMBER CONTROL RELAY CONTROL STATION DOUBLE POLE DOUBLE THROW GROUND JUNCTION BOX MOTOR NATIONAL ELECTRIC CODE NOT TO SCALE ON CENTER OVERLOAD PANEL SOLENOID VALVE VEHICLE EXHAUST FAN VEHICLE EXHAUST REEL SE� PFt',4T�e RECEIVED 'PRpL FEB 09 2010 ftQ� jjR qt ED PERMIT CENTER C S I 0 � � 0 T H I IF- JE __L — 0 C R SV �3CH/N�j� �'�`w • n r,.�Qj ' -, � t il•=.!i.�l ' . .. ,� 4: I �� ■ r ;�► . �, if,;` p10 DESIGNED: R. T1TUSN.KALMYKOV PROJECT MANAGER: D CAMPBELL SCALE: AS NOTED La K1�1 COU�1t s v Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION ELECTRICAL SYMBOLS AND ABBREVIATIONS B R EV I AT I 0 N S _ LATE: JUNE 2009 DRAWN: V. KALMYKOV APPROVED: B ISLER SRE LOCATION N0: CHECKED: C. REYNOLDS 432809 MAN REW6T: oar -70 ONE FULL SIZE T 1 • DRAWING NO: E0.01 RECOMMENDED: D CRIPPEN CONTRACT NO: 000415009 I IF INOT ONE INCH, SCALE ACCORDINGLY No. REVISION BY APP'D DATE SHEET NO: OF 10 13 ng— Hybrid Buses \Electrical \809 — DE1.01.dwg 1 se \432809.000 — S9 Lift For Battery Ha J1 18' -0" 25' -0" BAY 8 MOTORIZED DAMPER JB DPDT R VEHICLE EXISTING CKT E -20 TO TMAIN EXISTING LIGHT FIX TO BE RELOC iU R E. ATED CONDUIT _._TERMINATION POINT (FIELE VERIFY) EXISTING CKT TO REMAIN © 2 PANEL "QE" VEF -103 CONTROL STATION PANEL "SC" }L..1 l ; J EXISTING CKT SC -2,4,6 TO REMAIN DEMOLITION SOUTH BASE PARTIAL PLAN SCALE: 1/4 " =1' -0" DE1.01 EXISTING DOOR DISCONNECT 10 O PANEL "E" ELECTRIC SERVICE ROOM 117 No. REVISION BY APP'D DATE BOILER ROOM 110 PANEL "E" LOCATION SOUTH BASE PARTIAL PLAN �1 SCALE: 3/32 " =1' -0" DE1.01 PANEL "QE" AND "SC" LOCATIONS SOUTH BASE PARTIAL PLAN (-21 SCALE: 3/32 " =1' -0" DE1.01 DESIGNED R. TITUS/V,KALMYKOV DRAWN V. KALMYKOV CHECKED: C. REYNOLDS RECOMMENDED D CRIPPEN NOTES: 10 REMOVE CONDUIT AND ASSOCIATED CONDUCTORS BETWEEN DPDT RELAY ENCLOSURE, MOTORIZED DAMPER, AND LIMIT SWITCH. EXISTING EXHAUST REEL SHALL BE RELOCATED. COORDINATE RELOCATION WITH GENERAL CONTRACTOR. REUSE LIMIT SWITCH AND DPDT RELAY WITH ENCLOSURE. SEE MECHANICAL DRAWINGS ABOUT MOTORIZED DAMPER. SEE DRAWING E1.01 AND E6.01 FOR INSTALLATION DETAILS. ® REMOVE (4) #12 CONDUCTORS IN 3/4" CONDUIT FROM DPDT RELAY ENCLOSURE TO J1. SEE DRAWING E6.01 FOR EXISTING CONTROL DIAGRAM. WHEN DEMOLISHING AND RECONNECTING CONTROL CIRCUITS ASSOCIATED WITH VER RELOCATION, THE CONTRACTOR SHOULD DISCONNECT AND MAKE THE CIRCUIT SAFE, SO OTHER VERs IN THE SYSTEM CAN BE USED WHILE RELOCATING. POWER TO VEF -103 AND ALL ASSOCIATED VERs IS PROVIDED FROM PANEL "QE ", CKT #: 1,3,5. SEE PARTIAL PLAN 2, THIS SHEET, FOR PANEL LOCATION. 0. REMOVE DOOR DISCONNECT (PANEL "SC ", CKT #: 2,4,6) TO ALLOW FOR INSTALLATION OF EXHAUST REEL SUPPORT FRAME. SEE PARTIAL PLAN 2, THIS SHEET, FOR PANEL LOCATION. SEE STRUCTURAL DRAWINGS FOR LOCATION AND DIMENSIONS OF SUPPORT FRAME UNIT. 0 EXISTING LIGHT FIXTURE (PANEL "E ", CKT #: 20) AND ASSOCIATED SUPPORT STRUCTURE SHALL BE RELOCATED TO PROVIDE CLEARANCE FOR ROTATING JIB CRANE BEAM. SEE DRAWING E1.01 FOR NEW LIGHT `® FtXTtJRE-LOCATION. SEE PARTIAL PLAN 3, THIS SHEET, REVIEWED�ORPANEL LOCATION. CODE COMPLIANCE APPcinvED Nub 052010 City of Tukwila BUILDING DIVISIfi 0 co RECEIVED E FEB 092010 PERMIT CENTER PROJECT MANAGER: D CAMPBELL APPROVED SCALE: AS NOTED B ISLER IDIS N0' 432809 wpOC 9E006E 08T -30 CONTRACT N0: C00415C09 SITE LOCATION N0: ONE INCH AT FULL SIZE 1- IF NOT ONE INCH, SCALE ACCORDINGLY 143' 14 1Q1�? 11 10 DE1.01 Q QO®®®©0 0 DE1.01 DE1.01 0 � 14 ©I 11 10 09 ®O7 ®0® 03 ® 0 2U1 King County Department of Transportation KEY PLAN METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION DEMOLITION PARTIAL PLANS DATE: JUNE 2009 DRAWING NO: DE1.01 SHEET NO: OF 11 13 18' -0" 25' -0" 18' 18' POWER PLUG BUS MIMI=MMIMS NM 11•1•I NNW GENERAL LOCATION FOR RELOC-9- JLIGHT FIXT4lRE- (FIELD VERIFY) C> EXISTING CKT E -20 TO REMAIN -\ EXISTING CKT SC- ,4,6 TO R AIN NEW DOOR DISCONNECT NEW JIB CRANE DISCONNECT 0 INSTALLATION SOUTH BASE PARTIAL PLAN SCALE: 1/4 " =1' -0" E1.01 LIGHTS SHALL BE VISIBLE FOR VEHICLE MAINTENANCE STAFF AFTER HOSE REEL RELOCATION REPLACE WITH NEW DISCONNECT. NOTE SPACE IS LIMITED BY NEW EXHAUST REEL SUPPORT FRAME. TO VEF -103 (ROOF LEVEL) VEF -103 CONTROL STATION EXISTING CKT TO REMAIN TO JIB CRANE VIA DISCONNECT SWITCH POWER PLUG BUS LOCATION SOUTH BASE PARTIAL PLAN SCALE: 3/32 " =1' -0" E1.01 3" CONCRETE TOPPING FOR NEW CONDUIT SUPPORTS, UTILIZE THIS AREA ONLY. IF REQUIRED DRILL HOLES FOR 3 1/2" EMBEDMENT AND USE 1/2 "0 HILTI KWIK BOLT TZ EXPANSION ANCHOR OR KING COUNTY APPROVED EQUAL. I WARNING: DO NOT DRILL IN THIS AREA. POTENTIAL DAMAGE TO PRESTRESSING GENERAL LOCATION FOR NEW JIB CRANE DISCONNECT (FIELD VERIFY) EXISTING FERRULE INSERTS FOR 1/2 "0 BOLTS @ APPROXIMATELY 3' -0" 0.C. ON BEAM STEMS. UTILIZE FOR NEW CONDUIT SUPPORTS o AS REQUIRED OR USE NEW ANCHOR BOC�� SHOWN IN THIS DETAIL. FEB 09 2010 CONDUIT SUPPORTS DETAIL SCALE: NTS E1.01 No. REVISION BY APP'D DATE C. REYNOLDS RECOMMENDED: D CRIPPEN D CAMPBELL APPROVED: B ISLER NOTES: 01 PROVIDE (3) #8, (1) #8G CONDUCTORS IN 1" CONDUIT FROM JIB CRANE VIA DISCONNECT SWITCH TO EXISTING 15A, 3P BREAKER ENCLOSED IN THE PLUG -IN CAN (CKT #: C -17). THE CAN SITS ON POWER PLUG BUS APPROXIMATELY 22' ABOVE FINISHED FLOOR, APPROXIMATELY 88' NORTH FROM RELOCATED VEHICLE EXHAUST REEL. SEE PARTIAL PLAN 2, THIS SHEET, FOR POWER PLUG BUS LOCATION. NOTE ALL WORK IS APPROXIMATELY 20 -30 FEET OFF GROUND. PROVIDE ALL SUPPORTS AND FASTENERS FOR CONDUIT AS REQUIRED. IF SPACE PERMITS, EXISTING CONDUIT SUPPORTS MAY BE USED. SEE DETAIL 1, THIS SHEET, FOR NEW SUPPORTS REQUIRED. ® PROVIDE NEW 30A MOTOR RATED FUSIBLE JIB CRANE DISCONNECT SWITCH. SIZE FUSES PER NEC REQUIREMENTS. Q3 PROVIDE NEW 30A MOTOR RATED DOOR DISCONNECT SWITCH (PANEL "SC ", CKT #: 2,4,6). SEE DRAWING DE1.01, PARTIAL PLAN 2 FOR PANEL LOCATION. INSTALL DISCONNECT APPROXIMATELY 3" (FIELD VERIFY) TO THE LEFT FROM ORIGINAL LOCATION TO ALLOW FOR INSTALLATION OF THE EXHAUST REEL SUPPORT FRAME. COORDINATE EXACT LOCATION WITH SUPPORT FRAME INSTALLED. SEE STRUCTURAL DRAWINGS FOR SUPPORT FRAME DETAILS. PROVIDE NEW CONDUCTORS AND CONDUIT OF SAME SIZE AND TYPE IF EXISTING ARE TOO SHORT. SPLICES ARE NOT ACCEPTABLE. ® PROVIDE (3) #12, (1412G CONDUCTORS FROM J1 TO RELOCATED DPDT RELAY ENCLOSURE. EXTEND 3/4" CONDUIT AS NEEDED. RECONNECT DPDT RELAY, LIMIT SWITCH, AND MOTORIZED DAMPER USING 3/4" CONDUIT AND #12 CONDUCTORS, ACCORDING TO REVISED VEF -103 CONTROL DIAGRAM (SEE DRAWING E6.01). ® LIGHT FIXTURE (PANEL "E ", CKT #: 20) SHALL BE RELOCATED OUT OF JIB CRANE ROTATION AREA AND ELEVATED, SO MINIMUM MOUNTING HEIGHT OF LIGHT FIXTURE BOTTOM IS 1' ABOVE HIGHEST JIB CRANE COMPONENT. NEW LOCATION OF LIGHT FIXTURE SHALL NOT CHANGE EXISTING LIGHTING PATTERN. PROVIDE NEW CONDUCTORS AND CONDUIT OF SAME SIZE AND TYPE IF NEEDED. REUSE OF EXISTING SUPPORT SYSTEM I5 PERMISSIBLE, BUT PROVIDE ANY AND ALL APPURTENANCES REQUIRED FOR SUPPORT STRUCTURE OF FIXTURE, INCLUDING BUT NOT LIMITED TO STRUT AND FASTENING SYSTEMS. SEE DETAIL 1, THIS SHEET, FOR NEW SUPPORTS REQUIRED. RELOCATED LIGHT SHALL HAVE BACK UP SUPPORT IN THE MEANS OF AN AIRCRAFT CABLE. SEE EXISTING CONDITIONS. DE1.01 Roan' CENTER KEY PLAN sCALEE AS NOTED IBIS NO: 432809 warm acaursr: OBT -30 CONTRACT NO: C00415C09 ONE INCH AT FULL SIZE T• IF NOT ONE INCH, SCALE ACCORDINGLY L.41 King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION INSTALLATION PARTIAL PLANS AND DETAIL DATE: JUNE 2009 DRAWING NO: E1.01 SHEET NO: OF 12 13 Mk E1 .01 I ` 1 \E1.0 I `/ Roan' CENTER KEY PLAN sCALEE AS NOTED IBIS NO: 432809 warm acaursr: OBT -30 CONTRACT NO: C00415C09 ONE INCH AT FULL SIZE T• IF NOT ONE INCH, SCALE ACCORDINGLY L.41 King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION INSTALLATION PARTIAL PLANS AND DETAIL DATE: JUNE 2009 DRAWING NO: E1.01 SHEET NO: OF 12 13 For Battery Handling— Hybrid Buses \Electrical \809 — E6.01.dwg 1 480V, 3PH FROM PNL "QE" CKT #: 1,3,5 VER (TO BE RELOCATED) 111 480V OFF HAND No. 1 AUTO r /°°)1Q7 i -OX01 CR o00X1 II L L VEF -103 DISCONNECT ENCLOSURE (ROOF LEVEL) VEF -103 f CONTROL STATION 1 F - - -1 Io I I L___J R1 II R1 IH _ _J L___J DPDT RELAY I (/////////////3 I R1 1 MOTORIZED DAMPER R1 F - - -1 0. I - J LIMIT SWITCH F - - -i L___J DEMOLITION VEF -103 CONTROL DIAGRAM SCALE: NTS J 480V, 3P1-1 FROM PNL "QE" CKT #: 1,3,5 RELOCATED VER 1E1 480V OFF HAND \ 4 • 1' AUTO AT°X0.1i -0X01 CR 000X1 II L L 1 I � I VEF -103 DISCONNECT ENCLOSURE (ROOF LEVEL) VEF -103 CONTROL STATION L__J J DPDT RELAY r -y - Rx Rx MOTORIZED DAMPER J L_ LIMIT SWITCH REVISED VEF -103 CONTROL DIAGRAM SCALE: NTS J ROlk-040 ZO RECEIVED FEB 09 2010 PERMIT CENTER No. REVISION BY APP'D DATE DESIGNED: R. TITUS/V.KALMYKOV PROJECT MANAGER: D CAMPBELL SCALE: AS NOTED DRAWN: V. KALMYKOV APPROVED: B ISLER SITE LOCATION NO: CHECKED: C. REYNOLDS IBIS NO: 432809 WOW R VEST: 08T -30 RECOMMENDED: D CRIPPEN CONTRACT NO: C00415C09 ONE INCH AT FULL SIZE I IF NOT ONE INCH, SCALE ACCORDINGLY .1.1g King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE MAINTENANCE FACILITY JIB CRANE INSTALLATION VEF -103 MOTOR CONTROL DIAGRAM DATE: JUNE 2009 DRAWING NO E6.01 SHEET NO: OF 13 13