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Permit D06-376 - King County - Joint Administration Building - Detention Vault
JOINT ADMINISTRATION BUILDING RETENTION VAULT 3460 S 148 ST D06 -376 Parcel No.: 0040000844 Address: 3460 S 148 ST TUKW Suite No: Tenant: Name: JOINT ADMINISTRATION BUILDING VAULT Address: 3460 S 148 ST, TUKWILA WA Owner: Name: KING COUNTY Address: WATER DISTRICT NO 125, 3454/3460 S 148TH ST, TUKWILA WA 98168 Phone: Contact Person: Name: ROCKY MCNEILL Address: 13822 1 AV S, PO BOX 68845, BURIEN WA 98168 Phone: 206 246 -3939 Contractor: Name: COMMERCIAL STRUCTURES INC. Address P O BOX 68845, SEATTLE, WA 98168 Phone: 206 246 -3939 Contractor License No: COMMESI184MK DESCRIPTION OF WORK: SEDIMENT DETENTION VAULT Value of Construction: $60,000.00 Type of Fire Protection: Type of Construction: VB doc: IBC - PERMIT City ar'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ct.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number D06 476 Issue Date: 10/20/2006 Permit Expires On: 04/18/2007 Expiration Date:06 /03/2007 Steven M. Mullet, Mayor Steve Lancaster, Director Fees Collected: $1,464.39 International Building Code Edition: 2003 Occupancy per IBC: 0008 D06 -376 Printed: 10 -20 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: I hereby certify that I have read and ordinances governing this work will b doc: IBC-PERMIT City or Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us N N N Permit Center Authorized Signature: . , Vl . At—Akan x- sled Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Steven AL Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -376 Issue Date: 10/20/2006 Permit Expires On: 04/18/2007 Date: 10I2400 his permit and know the same to be true and correct. All provisions of law and with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construc or theerfow -nce of work. I am authorized to sign and obtain this development permit. • Signature: AM 1 Date: P / Print Name: — i f ( Wt 6 141 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. 006 -376 Printed: 10 -20 -2006 1: "'BUILDING DEPARTMENT CONDITIONS*** doe: Conditions City orTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: cttukwila.wa.us PERMIT CONDITIONS **continued on next page" 4: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. Steven M. Mullet, Mayor Steve Lancaster, Director Parcel No.: 0040000844 Permit Number: D06 -376 Address 3460 S 148 ST TUKW Status: ISSUED Suite No: Applied Date: 10/06/2006 Tenant: JOINT ADMINISTRATION BUILDING VAULT Issue Date: 10/20/2006 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. 5: 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. 6: 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. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: 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 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. D06 -376 Printed: 10 -20 -2006 City midTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: cttukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 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: l Date: IO7 /b Print Name: I I IAA 64 11 doc: Conditions D06 -376 Printed: 10 -20 -2006 CITY .OF TUKWILA Community Developmerepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wmv.cttukwila.wa.us King Co Assessor's Tax No.: Site Address: 3‘460 1 " St 7Lk i (64 tap. Tenant Name: Property Owners Name: 5 (Q. vvt- Mailing Address: 2 Li be, 1 k T 64- Tick adkt w �- CONTACT PERSON - who do we contact • r _ �� Day Telephoner ` 39'3q a. 14U' Is Ate 1'4 Pi Cty, r &. w. - elite State Name: Mailing Address: ! E -Mail Address: ky@ (c r. �c t lit ts Co wt. `% Fax Number: a - U (.4 ' 24efiy GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg Company Name:_tro t VA, we C J 4.1 Mailing Address: b Contact Person: (Prnel E -Mail Address: Contractor Registration 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" ben your permit is ready to be issued Tvt tn / ieI( umber •' '� �n in dwGS� ! 7lL) E4piration Date: ARUM, I ECT OF RECORD - All plans must be wet stamped by Architect of Record Q:ApplicnimuWami.Appliwione On Line- 2006 - Permit Appliudon.dec Revised: 9 -2006 bb Company Name: _ Mailing Address: 410 nit 0444 5+ 'kit tk l Contact Person: (r)944-14C1+ A n_M� E-Mail Address: I WW € f A&ctw 4 �`A • Co►M' Suite Number: New Tenant: ‚cwt City Floor: ..., Yes f ..No State 9Tg,R Zip ,evt r c.4Mr City State rip Day Telephone: -6-35 3 Fax Number: ' - .2u6 - )dge/ LAAs. q$a33 Ci State / � Z i Day Telephone: "li 5 - fl)_ 7 85-0 Fax Number: <-izC' - --10111 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record q� (� Q f � 4 4. y1�S tnni k ,, / ( T L t !� law gig)) i S1.+ t co.1 M- . I✓ (3 ^"7 •` State Zip er Company Name: Mailing Address: Contact Person: Day Telephone: 11 2„,;1/4 4 ? 116 E -Mail Address: Fax Number: 1 -17,1 - / - 115 Page I of6 Valuation of Project (contractor's bid price): $ Ca 190 et:2 � Exis mg Building Valuation: $ Scope of Work (please provide detailed information): 6 ?rot L'S €t-4 - t P s)--e_ LI - 1 d i, r9 AZ(.14 5 1 g-S- Will there be new rack storage? 0.... Yes ❑ .. No If yes, a separate permit and plan submittal will be required. 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 "s li "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. Q:Wpplieetionswotms- Applications On Line'3 -2006 - Permit Appliulion.doc Revised: 9 -2006 bit Page 2 of 6 Addit ?loor Floor " 5 k � Accessory*Sttpt ' t ;,t. h i-P " t •• Attached Garag 3 hed Garage � # � 1 'r r Attached Cott lq 1* #.c' },,k . Covered ri �' n s Uncovered Deck i } t Valuation of Project (contractor's bid price): $ Ca 190 et:2 � Exis mg Building Valuation: $ Scope of Work (please provide detailed information): 6 ?rot L'S €t-4 - t P s)--e_ LI - 1 d i, r9 AZ(.14 5 1 g-S- Will there be new rack storage? 0.... Yes ❑ .. No If yes, a separate permit and plan submittal will be required. 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 "s li "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. Q:Wpplieetionswotms- Applications On Line'3 -2006 - Permit Appliulion.doc Revised: 9 -2006 bit Page 2 of 6 PUBLIC WORKS PERMIT INF'lRMATION - 206433 -0179 Scope of Work (please provide detailed information): .5 62Y__13A Si 5.0 ?Pi (i}-4e fe,R4 K5 p-e t , av , 0 1404 W- (tip -'(c bob- 08(0 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑...Tukwila VI... Water District #125 ❑ ...Water Availability Provided Sewer District ❑...Tukwila ❑...Sewer Use Certificate ❑...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention (�... ValVue ❑... Sewer Availability Provided Submitted with Application (mark boxes which apply): Civil Plans (Maximum Paper Size -22" x 34 ") ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance Fa...Construction/Excavation/Fill - Right-of-way Non Right -of -way Fire Protection Irrigation Domestic Water ❑...Permanent Water Meter Size... " ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑...Sewer Main Extension Public ❑...Water Main Extension Public Q:1ApplicationnWonm- Apptiutiwu on 1260-2006 - Permit Application doc Revittd: 9-2006 bh Call before you Dig: 1- 800 - 424-5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Highline ❑ .. Renton WON WON WO N Private Private ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑...Renton ❑ ...Seattle 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. ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ . Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑...Hold Harmless — (SAO) 0... Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 i[InitType: . ` Qty` :Unit Type:=. UtiitType ='° Qty ", Boiler /Compressor: = $2t1 Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: Contact Person: E -Mail Address: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement ....0 Commercial: New ....0 Replacement ....0 Fuel Type: Electric ❑ Gas —.0 Other: Indicate type of mechanical work being installed and the quantity below: Q: Appliwions\Ponns- Applications On Line V3006 -Pennit Appliaioa.doc Revised: 9-2006 bb Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty 'Fixture Type: Qty, Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping ■ Medical gas piping system serving one to five - inlets/outlets for specific gas PLUMBING AM) GAS PIPING PERMIT INFORMATION 206- 431 - • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:IAppliuttioroWonne- Applications On LineU4006 - Permit Applinetioq.doe Levitt 94006 bh Page 5 of 6 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW Signature: TI NA_ /411 Mailing Address: / 7)Ba, .. ( Are 5 1 &02 -tYJn City Print Name: R AUT�RIZEI� AG Mil a � Jl+-. Date: (0 - 5 C. Day Telephone: 7, 1 ). 0 Zip f(.9 M ate Date Application Expires: I Date Application Accepted: IDto(PMda QMpplicationstFonna- Application On Line U -2136 -Permit Application.doc Revised: 9 -2106 bh Staff Initials: Cr eVLI Page 6 of 6 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000844 Permit Number: D06 -376 Address* 3460 S 148 ST TUKW Status: PENDING Suite No: Applied Date: 10/0612006 Applicant: JOINT ADMINISTRATION BUILDING VAULT Issue Date: Receipt No.: R06 -01583 Payment Amount: 575.11 Initials: LAW Payment Date: 10/06/2006 12:03 PM User ID: 1632 Balance $0.00 Payee: COMMERCIAL STRUCTURES INC TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 2893 575.11 ACCOUNT ITEM LIST: Description Current Pmts PLAN CHECK - NONRES Account Code 000/345.830 575.11 Total: 575.11 0512 10/06 9710 TOTAL 575.11 doc: Receipt Printed: 10.06 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000844 Permit Number: D06 -376 Address: 3460 S 148 ST TUKW Status: PENDING Suite No: Applied Date: 10/06/2006 Applicant: JOINT ADMINISTRATION BUILDING VAULT Issue Date: Receipt No.: R06 -01582 Payment Amount: 889.28 Initials: LAW Payment Date: 10/06/2006 12:03 PM User ID: 1632 Balance: $575.11 Payee: COMMERCIAL STRUCTURE INC TRANSACTION LIST: Type Method Description Amount Payment Check 2894 889.28 ACCOUNT ITEM LIST: Description Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Account Code 000/322.100 884.78 000/386.904 4.50 Total: 889.28 0513 10/06 9710 TOTAL 889.28 doc: Receipt Printed: 10-06 -2006 Project.. 1 \ 4 > Type of In on: Address: I f f; Date Ca ed: Special In Date Wa�gd: 7 O Requester: Phone No: INSPECTION RECORD Retain a copy with permit INXFCTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3 PERMI 0 ( 0. 431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: goo , "i _ ,/L 0 $58.00 REINSPECTIO ' EE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: !Date: Projs[: Type of Inspection: _ Address: S C s /4/A s-' Date Called: Special Instructions: Date Wanted: Cas / /'i.j - G P.m. Requester: Phone No: _206- 278 - Y'7? z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwi a, WA 98188 Approved per applicable codes. —� �MISPECTION RECORD v Retain a copy with permit PE (206)431 -3 Corrections required prior to approval., COMMENTS: / /t7.6n J iv 3D sOn, n L AJsliFI nJ 8.00 REINSPECTIO FEE REQ ' ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project; / ( 17i.-t f�- / i��ri Type of Inspection: ......-)V ev/J t Addr s: Dat Called: : Special instructions: Date Wanted: /O a.m. /0--?--20/" . p.m^ Requester: Phone No: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. 31.3670 COMMENTS: .h - 17v' ` 51-Ov.4-1 r� 4P.s,/ (,/a Approved per applicable codes. Corrections required prior to approval. Date / p-2s7t4 n $58. EINSPECT ' FEE REQd IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 05- 24 - '07 15:22 FROM - KRAZAN MDMIbd 4254856837 T -320 P001/001 F -009 v(j�,. ' K1 azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION May 1, 2007 KA No. 096 -06331 Permit # D06376 Accounts Payable KING COUNTY WATER DISTRICT #1125 P.O. Box 68147 Seattle, WA 98168 RE: Final Letter KCWD #125 Building Detention Vault 3460 South 148 Street Tukwila, Washington To Whom It May Concern: In accordance with your request and authorization, we have performed periodic special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforced Concrete • Soil Compaction To the best of our knowledge, the above referenced items have been found to be in general accordance with the approved plans and specifications. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (425) 485 -5519. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Martin Mundy Project Manager Pacific Northwest Division ac: PAGE & BEARD AMcnntcrS COMMERCIAL STRUCTURES RECEIVED MAY 2 4 2007 PERMIT CENTEF, 11715 North Creek Parkway South C -106 Bothell, Washington 98011. (425) 485 -5519 • FAX (425) 485 -6837 With Offices Serving the Weston United States D96063)I Pavilion Vaal Find laud 13822 -1st AVE. SO. • P.O. BOX 68845 • BURIEN, WA 98168-0845 • 206 -246 -3939 • FAX: (206) 246 -2094 �oin�4i3m;`fnis�a� ion wilding ARCHITECT Page & Beard Architects P.S. 910 Market Street Kirkland, WA 98033 General Contractor Review: Date received September 25, 2006 k is hereby certified that the material shown and marked in this submittal is that proposed to be incorporated into the Work under this Contract, Is in compliance with the Contract Documents, can be installed In the allocated spaces, and is submitted for acceptance. COMMERCIAL STRUCTURES, INC. Certified by: Bockv McNeill, Project Manager Date September 22. 2006 COMMERCIAL STRUCTURES INC. CONTRACTORS GENERAL CONTRACTOR Commercial Structures, Inc. Rocky McNeill, Project Manager 13822 First Avenue South Burien, WA 98168 SUBCONTRACTOR ARH & Associates; Inc. 8811 S 218 ST. Kent, WA 98031 Structural Designer : Collins & Smith 485 Front Street N — Suite F -3 Issaquah, WA 98027 SPECIFICATION SECTION Division 2 Section 02720 Storm Drainage (Vault) SUBMITTAL NO. 5 OWNER King County Water Dist. 125 & Val Vue Sewer District 2849 South 150 Seattle, WA :98168 FILE COPY Pcrmft P o. arraehut OCi 0 6 PIRECENTER esellp colons + smith ehuctund engineers 485 Front Steet N • Suite F-3 Issaquah, WA 98027 ix 425.369.1101 • *425369.1157 Joint Administration Bldg Detention Vault Project Joint Administration Bldg Location King County Contractor Dave Hartley ARH & Associates 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 x 1205 Structural Bryan Colons, P.E., S.E. Project Number 06-116 Date September 22, 2006 I atRIRES 11/2/240 got Joint Admin Bldg - Permit 9/23/2006 Page 1 of 16 Project Information Joint Administration Bldg Project Number 06 -116 Detention Vault 1 -Cell King County Dave Hartley ARH & Associates 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 x 1205 Geotechnial Report Reference Geotech Consultants, Inc Report No. JN 04094. Dated March 24, 2004 Vault Geometry Length Width Lid Thickness Soil grade over vault Max. Min. Under Side of Vault Lid Top of Vault Lid Vault Bottom Footing Drain Elevation Loading Criteria AASHTO Loading Surcharge Equivalent Loading Geotechnical Design Values Allowable Soil Bearing Native Soil 4,000 psf Stud': Fill 4,000 psf EFP Drained EFP, Saturated EFP passive EFP uniform - seismi EFP uniform - gravity Friction Coeff. Soil Density Lid Density 50 85 350 22 0.40 130 85 Material Strengths Concrete Walls Footings Lid Reinforcing Steel Rebar WWM Pet Pet Pet psf psf 60.00 ft - Interior Dimensions 20.00 ft - Interior Dimensions 1.04 ft 348.00 ft Wall Height 9.50 ft 347.53 ft 345.24 ft Soil Cover 346.28 ft 335.74 ft 337.00 ft H2O (H20, 1125, 45 kip] 131 psf - Equiv uniform LL that equals AASHTO Loading for Footing Design 260 psf - Wall Design (geotech's standard 2 ft fill for traffic load) 100 psf uniform thrust - Wall Design 2.00 ft of additional fill - Wall Design pert pct (85 pcf =HCP, 145 = Concrete) 3,000 psi 3,000 psi 3,000 psi 60,000 psi 40,000 psi Joint Admin Bldg - Permit 9/23/2006 Page 2 of 16 1.72 ft - Maximum 1.25 ft - Minimum 16 H2O wheel load 11.79 Depth 6 ft. wheel space 24.52 ft. load width 653 Of for out - rigger load 1,305 plf where pressures overlap 131 w equiv at overlap Vaults with 4" topping slabs are typically governed by 100 psf loading 4 Seismic load of 4 x wall height / 1.7. Actual seismic load factor Uniform pressure of 0 x wall height. Live load factor = 1.7 06-116 Vault 1 -span Wall -A.xls 1 9/23/2006 11:11 AM Project Information Joint Administration Bldg Detention Vault King County Dave Hartley ARH & Associates 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 x 1205 Exterior Walls Wall Thickness Concrete Strength Rebar Grade Soil Pressure Design Values Moment R top R bot Reinforcing top III base 10.00 in 3,000 psi 60,000 psi 260 psf 672 psf 779 psf Service 7,157 lb-ft 2,059 lb 2,880 lb Horizontal Reinforcinn Options: Rho Horiz #4 CI 10 #5 © 15 #6 @ 22 Vertical Reinforoino Options: Design Sorn #5 © 11 rho #6 tp2 15 #7 © 21 #8© 28 Wall Shear Footing dowel Slab dowel Shear, Vn, at top of wall Shear, Vn, at base of wall #5 #5 In o/c In o/c in o/c In o/c in o/c in o/c In o/c Wall - A Soil grade over vault 348 ft Wall ht bott to ftg drain Project Number 06 -116 1 -Cell Factored 1.6 11,452 lb-ft good number 3,294 lb 4,609 lb rho = 0.0020 rho = 0.0020 rho = 0.0025 Crack Control z - limit to 145 Win fs fksi] dc [in] Ac [in2] 24 2 44 24 2 24 2 24 2 Wall top: One -way shear, Vc, with dowels 4.5 inches from inside Wall Base: One -way shear, Vc, with dowels 4.5 Inches from insid Footing dowel shear with friction coefficient = 1.0 & #5 dowel 9.5 ft 1.26 ft 60 84 112 3.87 kips/ft 5.42 kips/ft z [kiln] Joint Admin Bldg - Permit 9/23/2006 Page 3 of 16 107 OK 118 OK 132 OK 145 no good 7.23 kips/ft Wall shear OK 7.23 kips/ft Wall shear OK 18.60 kips/bar Wall Top: Place #5 dowels 4.5 inches from inside wall face. Space dowels at 41 o/c max. Wall Base: Place #5 dowels 4.5 inches from inside wall face. Space dowels at 57 o/c max. 06-116 Vault 1 -span Wall -A.xls 2 9/23/2006 11:11 AM Project Information Joint Administration Bldg Detention Vault King County Dave Hartley ARH & Associates 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 x 1205 Exterior Footing - Under Plank Ends Footing Thickness Wall Thickness Tributary Width Concrete Strength Reber Grade Design Loads Dead Width 1.90 ft Use Soil Bearing Service Factored Moment Shear Live Mu Vu Vn Vc Transverse Reinforcina Options: #5 0 56 #6 • 80 #7 0 109 #80 144 10.00 10.00 10.00 in in ft 3,000 psi 60,000 psi Service 224 psf 88 psf Soil Lid Wall Ftg weight Soil wedge at heel Surchai 131 psf Reinforcing Longitudinal Reinforcina Options: 3 #4 2 #5 2 #6 in ofc in o/c in o/c in o/c Wall -A Project Number 06 -116 1-Cell Service Factored 2,422 plf 3,391 Of 958 plf 1,341 Of 1,188 pif 1,663 plf 302 plf 423 plf 1,328 pif 1,859 plf 1,419 plf 2,413 plf 2.004 pif G 2.086 plf 3.004 plf 7,617 plf 11,089 pif Soil grade over vault 348 ft 2.50 ft Wall Load for Slender Design 3,047 psf DL 3,380 plf 4,436 psf LL 1,419 plf 1.5 kip-ft 1.8 kips 2.2 kips Shear OK, calculation not required, cone shear failure. Joint Admin Bldg - Permit 9/23/2006 Page 4 of 16 Transverse reinforcing not required. Cone shear failure. 06-116 Vault 1 -span WaIt -A.xls 3 9/23/2006 11:11 AM Project Information Joint Administration Bldg Detention Vault King County Dave Hartley ARH & Associates 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 x 1205 Exterior Footing - Side Wall Footing Thickness Wall Thickness Tributary Width Concrete Strength Rebar Grade Design Loads Dead Moment Shear Live Width 0.91 ft Use Soil Bearing Service Factored Mu Vu Vn Vc 8.00 in 10.00 in 4ft 3,000 psi 60,000 psi Service 224 psf 88 psf Soil Lid Wall Ftg weight Soil wedge at heel Surchai 131 psf Reinforcing Longitudinal Reinforcina Options: 2 #4 2 #5 1 #6 Transverse Reinforcing Options: #5 @ 139 in o/c #6 197 in o/c #7 @ 269 in o/c #8 @ 355 in o/c 2.00 ft 1,815 psf 2,637 psf 1.336 plf 2.086 plf 1.502 plf Wall - B Service 1,081 plf 427 plf 1,188 plf 302 plf plf 633 plf 3,631 plf Project Number 06 -116 1 -Cell Soil grade over vault 348 ft Factored 1,513 pif 598 plf 1,663 plf 423 plf plf 1,076 plf 5,273 plf Wall Load for Slender Design DL 1,508 plf LL 633 plf 0.4 kip-ft 1.1 kips 1.3 kips Shear OK, calculation not required, cone shear failure. Joint Admin Bldg - Permit 9/23/2006 Page 5 of 16 Transverse reinforcing not required. Cone shear failure. 06-116 Vault 1 -span Wall -A.xls 4 9/23/2006 11:11 AM Project Information Joint Administration Bldg Project Number 06 -116 Detention Vault 1 -Cell King County Dave Hartley ARH 8, Associates 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 x 1205 Geotechnial Report Reference Geotech Consultants, Inc Report No. JN 04094. Dated March 24, 2004 Vault Geometry Length Width Lid Thickness Soil grade over vault Max. Min. Under Side of Vault Lid Top of Vault Lid Vault Bottom Footing Drain Elevation Loading Criteria AASHTO Loading Surcharge Equivalent Loading Geotechnical Design Values Allowable Soil Bearing Native Soil 4,000 psf Struct'1 Fill 4,000 psf EFP, Drained 50 pcf EFP,,,, Saturated 85 pcf EFP passive 350 pcf EFP uniform - seismi 24 psf EFP uniform - gravity psf Friction Coeff. 0.40 Soil Density 130 pcf Lid Density 85 pcf Material Strengths Concrete Walls Footings Lid Reinforcing Steel Rebar WWM 60.00 ft - Interior Dimensions 20.00 ft - Interior Dimensions 1.04 ft 348.00 ft Wall Height 10.10 ft 347.53 ft 345.24 ft Soil Cover 1.72 ft - Maximum 346.28 ft 335.14 ft 337.00 ft 3,000 psi 3,000 psi 3,000 psi 60,000 psi 40,000 psi (85 pcf =HCP, 145 = Concrete) Joint Admin Bldg - Permit 9/23/2006 Page 6 of 16 1.25 ft - Minimum H2O [1120, H25, 45 kip] 124 psf - Equiv uniform LL that equals AASHTO Loading for Footing Design 260 psf - Wall Design (geotech's standard 2 ft fill for traffic load) 100 psf uniform thrust - Wall Design 2.00 ft of additional fill - Wall Design 16 H2O wheel load 12.39 Depth 6 ft. wheel space 25.72 ft. load width 622 plf for out - rigger load 1,244 plf where pressures overlap 124 w equiv at overlap Vaults with 4" topping slabs are typically governed by 100 psf loading 4 Seismic load of 4 x wall height / 1.7. Actual seismic load factor Uniform pressure of 0 x wall height. Live load factor = 1.7 06-116 Vault 1 -span Wall -Bids 1 9/23/2006 11:10 AM Project Information Joint Administration Bldg Detention Vault King County Dave Hartley ARH & Associates 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 x 1205 Exterior Walls Wall - B Soil grade over vault 348 ft Wall Thickness 10.00 in Concrete Strength 3,000 psi Reber Grade 60,000 psi Project Number 06 -116 1 -Cell Soil Pressure top 262 psf Wall ht 10.1 ft 0 ftg lir 674 psf bolt to ftg drain 1.86 ft base 832 psf Design Values Service Factored 1.6 Moment 8,326 lb-ft 13,322 lb-ft good number R top 2,282 lb 3,651 lb R bot 3,241 lb 5,186 lb Reinforcing Horizontal Reinforcing Options: Rho Horiz #4 0 10 in a/c rho = 0.0020 #5 0 15 in o/c rho = 0.0020 #6 0 22 in o/c rho = 0.0025 Crack Control z - limit to 145 k/in Vertical Reinforcina Options: fs (ksl] do fin] Ac [in2] z [Win] Design Sol'n #5 0 9 in o/c 24 2 36 100 OK rho #6 0 13 In o/c 24 2 52 113 OK #7 0 18 M o/c 24 2 72 126 OK #8 0 24 In o/c 24 2 96 138 OK Wall Shear Footing dowel Slab dowel Shear, Vn, at top of wall Shear, Vn, at base of wall #5 #5 4.29 kips/ft 6.10 kips/ft Joint Admin Bldg - Permit 9/23/2006 Page 7 of 16 Wall top: One -way shear, Vc, with dowels 4.5 Inches from inside ' 7.23 kips/ft Wall shear OK Wall Base: One -way shear, Vc, with dowels 4.5 Inches from insid 7.23 kips/ft Wall shear OK Footing dowel shear with friction coefficient = 1.0 & #5 dowel 18.60 kips/bar Wall Top: Place #5 dowels 4.5 inches from inside wall face. Space dowels at 36 o/c max. Wall Base: Place #5 dowels 4.5 Inches from Inside wall face. Space dowels at 51 o/c max. 06 -116 Vault 1 -span Wall -B.xls 2 9/23/2006 11:10 AM Project Information Joint Administration Bldg Detention Vault King County Dave Hartley ARH & Associates 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 x 1205 Exterior Footing - Under Plank Ends Footing Thickness Wall Thickness Tributary Width Concrete Strength Rebar Grade Design Loads Dead Moment Shear Live Width 1.92 ft Use Soil Bearing Service Factored Mu Vu Vn Vc 10.00 10.00 10.00 in in ft 3,000 psi 60,000 psi Service 224 psf 88 psf Soil Lid Wall Ftg weight Soil wedge at heel Surchai 124 Reinforcing Lonaitudinal Reinforcina Options: 3 #4 2 #5 2 #6 Psf Transverse Reinforcing Options: #5 @ 56 in olc #6 @ 79 in o/c #7 @ 109 in o/c #8@ 143 in o/c 2.50 ft 3,072 psf 4,463 psf 2.004 plf 2.066 plf 3.004 pif Wag - Project Number 06 -116 1 -Cell Service Factored 2,422 pif 3,391 plf 958 plf 1,341 plf 1,263 Of 1,768 Of 302 plf 423 pif 1,393 plf 1,950 ptf 1,343 pif 2,284 plf 7,681 plf 11,157 plf Soil grade over vault 348 ft Wall Load for Slender Design DL 3,380 plf LL 1,343 pif 1.5 kip-ft 1.9 kips 2.2 kips Shear OK, calculation not required, cone shear failure. Joint Admin Bldg - Permit 9!23/2006 Page 8 of 16 Transverse reinforcing not required. Cone shear failure. 06 -116 Vault 1 -span Wail -Bids 3 9/23/2006 11:10 AM Project Information Joint Administration Bldg Detention Vault King County Dave Hartley ARK & Associates 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 x 1205 Exterior Footing - Side Wall Footing Thickness Wall Thickness Tributary Width Concrete Strength Rebar Grade 8.00 in 10.00 in 4ft 3,000 psi 60,000 psi Design Loads Service Service Factored Dead Soil 224 psf 1,081 pif 1,513 pif Lid 88 psf 427 pif 598 pif Wall 1,263 pif 1,768 plf Ftg weight 302 pif 423 pif Soil wedge at heel pif pif Live Surchar 124 psf 599 pif 1,019 plf Width 0.92 ft Use 2.00 ft Wall Load for Slender Design Soil Bearing Service 1,836 psf DL 1,508 plf Factored 2,660 psf LL 599 pif Moment Mu 0.5 kip-ft Shear Vu 1.1 kips Vn 1.3 kips Vc Shear OK, calculation not required, cone shear failure. Reinforcing jonaltudinal Reinforcing Options: 2 #4 1.336 pif < 2 #5 2.086 pif 1 #6 1.502 pif Transverse Reinforcina Options: #5 @ 138 in o/c #6 6 196 in o/c #7 @ 267 In o/c #8 @ 352 in o/c Project Number 06 -116 1 -Cell Wall - B Soil grade over vault 348 ft 3,672 pif 5,321 pif Joint Admin Bldg - Permit 9/23/2006 Page 9 of 16 Transverse reinforcing not required. Cone shear failure. 06-116 Vault 1 -span Wall -B.xls 4 9/23/2006 11:10 AM Project Information Joint Administration Bldg Detention Vault King County Buoyancy Dave Hartley ARH & Associates 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 x 1205 Vault Geometry Length Width Lid Thickness 1.04 ft Soil grade over vault Under Side of Vault Lid Vault Bottom Soil Cover Wall Height Walls Lid Soil Cover Footings Floor Net Uplift 4 in thick Ratio 6.812 Max.footing drain Elev. Floor Slab Gross Uplift Slab Weight 61.7 ft - outside dim. 21.7 ft - outside dim. 347.77 ft 345.24 ft 335.14 ft Project Number 06 -116 1 -Cell Soil Column 20.00 in proj 455,903 lb 1.48 ft - Maximum 10.1 ft Allowable Water Table 337.0 ft Potential uplift 154,577 lb - per foot of vault length 210,417 lb 9,843 lb 257,936 lb 52,089 lb 66,806 lb 597,090 lb 337.00 ft < 115.7 psf 50.0 psf 65.7 psf perimeter only perimeter only lab Rebar T = 656.9 plf As = 0.012 in ^2/ft Callout: #3 •■ 120 oc transverse or #4 @ 204 oc transverse or 6x6- W2.9xW2.9 W.W.M. Vu= 1.12kif Vn =1.32 klf Vc = 2.63 klf Joint Admin Bldg - Permit 9/23/2006 Page 10 of 16 Total am'nt of ftg that extds beyond the ext wall face. Accounts for both sides of the vault. Accounts for dry soil above ftg drain only. « Design floor reinforcing for net uplift » 06 -116 Vault 1 -span Wall -B.xls 5 9/23/2006 11:10 AM r colons + smith structural engineers 485 Front Steet N • Suite F-3 Issaquah, WA • 127 F 425,369.1101 • fi 425369.1157 1 :siXto GP tuv4 . .5utt, I , _3vob _ cSPr 4 s i i v� —... 1 to ..v= E.._I_0V -i_ .._.I Ilo1lo i s i H v =! no _ ,_1y000 j 4 2-1 ( -� - �r�' A Iz .�� i'3o ) 7- tags 4 1 1°' L-i -1 � -- -- i ire; (4-) ip 4u /est? : SIc Joint Admin Bldg - Perml l 9/23/2006 Paiat 4%d Ad *Bldg Page 11 of 16 holed k 06 au 1/7-1/1* ltd k 8W bet r� ,z_." — a 34V0.2.$ 1 t r Mu r'12- , .33 41.7 'f �_Lu_C4s9 _84 5 - T - - j f z C1 ..X Ad 3a1i 1 1 t= � ' a 'Js- -'3-t I , i 3 L' i 1 P— JJ r 7 ` 'F -EC_ 34I,ZQT r talons + smith structural suglueera 485 Front Sten N • Suite F-3 Issaquah, WA 98027 p: 425.369.1101 t 425.369.1157 --- ! --I— I I I ! i I i .. e4,14;25 r -7.p ! .. ___L.....c... f______ _:- 1 ! ! 1 1 : 24 J. .1_ L ! 1 • Pe k LA g. 0 s ci ( r ; be I t Ai T.- ,1 0 - ; 30M 4- JoiM Admin Bldg - Permlfl 9/23/2006 Page 12 of 16 Pram Joint Admh Bldg Pitt lb. 06-116 as as Iv DIG bet ; ; — 7c - P ,14 t I _ Metei Ot4z- + I. c 4- li. 1 - 2 ) II C Cli.EfLI I ! I , 1 , I _i `si PI l• hat-g 1 7-)47 , I e I , I : , I I _ _i , 1 . Wut). li.2.7.-s 130 v ). 2- • . 1191 I : I -} 1 ; 4 _ ZIN30-= ---T 1- - I . iz:X IF I I ot - 2 - -ff I- �2j /es , . , I 4 A s = 10- /14. Inajt I spa I 1 i , GY11:11-ii■ 1 I I H I H i . . . . v I 2 4.1.:,(i( 4 „,,' - Si— __k--- - -t- r .--.. ..- •i; ' ! • 1 i 4-- 1 . I ; L • i r collons + smith structural engineers 485 Front Steet N • State F-3 1ssaqualb WA 98027 F 425.369.1101 • 425.369.1157 ; _ , 1-- ----- i --- ses , i . 4401 t o t + a k*:.) 1 , blz -f I • ' 1 4 • :--t-Cth,;';9,. ) !! 1 2 , _ _4__ ! t : ). 41 ig- ' i . to,,e laic C7.S 9,- gdzit)12. "--. 1 1 i . .1 8 2- Li i : • 1 4 , 1 1 Sa 1 0 i 006 1 1 i ■ 1 _ . ! _fi.:... 1. i Po 4. ( .l.s c.-3 Zoe f . (.0 i . St 11., r 1 ___J i • cropy,t, ' I 4 I i . I Ifrirces) ?c ; I ; ! , ii 1 i I : ! _i 4__. " .. I •; 1: ; ! . ; 1 , . , ; 1 1 : , i 1 , . ; . I , . ; --t L L ; L Joint Admin Bldg - Permfl 9/23/2006 Meet Joint Mien 13;dg Page 13 of 16 Met 113. 06-116 bte Iv OIL : 1 . I ! 1 I I -4 i '--- I , 1 i ! ; Roth Visit canons + smith enema 46S Front See N Sukef•3 kuuesk WA 96027 'v1230.1101 • tRU69.1157 Footing Design Column Footing L 0 A D S S O L S C 0 N C R E T E D E S G N 1 6 Footing - Spreadlx4 Project .. Number. 06 -116 Date:.. Page: Dead Load (DL): LNe Load (LL): Snow Load (SL): 10,000 lbs. 45,000 lbs. 0 lbs. Total Load = TL = DL +LL+SL = 55,000 lbs. Ultimate Load = U = 1.4DL + 1.7LL + 1.7 SL = 90,500 lbs. Assumed Allowable Soil Bearing Pressure, Pa = 4,000 psf Required Bearing Area = TLIPa = Provide footing with side length, L1 = side length, L2 = Actual Soil Bearing, w = TL/(L11L2) = Ultimate Soil Bearing, wu = U/L*2 = 13.75 sq.ft. 3.75 feet 3.75 feet 3,911 psf 6,436 psf Concrete Strength, fc' = 3,000 psi Depth of Footing, h = 12 inches Depth to Reinforcement, d = 8.5 inches Base Plate Dimensions: dl = d2 = Beam Shear, Vu = 16.1 kips Punching Shear, Vu = 66.2 kips Beam Shear Strength, Phi Vn = Punching Shear Strength, Phi Vn = 12 inches 18 Inches Maximum Footing Moment, Lt span, Mu = 42.4 kip -feet F = LdA2/12000 = 0.3 Ku =Mu/F= 156.6 p(req)= 0.003375 As(req) = pAc = 1.29 sq.ln. Maximum Footing Moment, 1.2 span, Mu = 42.4 kip -feet F = Ld"2/12000 = 0.3 Ku = Mu/F = 156.6 p(req)= 0.003375 As(req) = pAc = 1.291 sq.in. 35.6 kips > 16.1 kips - ok 148.8 kips> 66.2 kips - ok Provide: 3.8 foot by 3.8 foot by 12 inch thick footing with Option (7) #4 bars in the short direction, and or (6) #5 short (7) #4 bars in the long direction. (6) #5 long Joint Admin Bldg - Permit 9/23/2006 Page 14 of 16 User KW- 000598s.e.o, 1- bo2003 I 3, v « (0)19&42003 ENERCALC Engineering Software Description Column [General Information LL.oads Width 12.000 in Depth 18.000 In Rebar. 2- # 5 d = 2.000 In 2- # 5 d = 6.660 In 2 - # 5 d = 11.320 In 2 -# 5 d 16.000 in Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to uldmate loads within this program Is according to ACI 318-02 C2 are d Load Live L oad 'Ugh= Axial Loads 10.000k 45.000k k I Summary 12.00 x 18.00in Column, Reber. 245 @ 2.00in, 245 ACI C -1 Applied : Pu : Max Factored 90.50 k Allowable : FYI ' Phl Q Design Enc. 253.58 k M-cdtcel Combined Eccentricity Magnification Factor Design Eccentricity Magnified Design Moment Po' .80 P : Balanced Ecc : Balanced C Slendemess per ACI 31045 Section 10.126 11113 Actual kLu /r 33.333 Neutral Axis Distance Phi Max Unlit kLFr Beta = M:sustalned/M:max Cm El 11000 Pc : pN2 E if (k Luy2 alpha: MaxPu / (.75 Pe) Delta Ecc: Ecc Loads + Moments Design Ecc = Eec • Delta ACI Factors (per ACI 31894 applied ACI C-1 & C-2 DL ACI C-1 & C-2 U. ACI C-1 & C-2 ST ....seismic it ST* : p 1.400 1.700 1.700 1.100 Rectangular Concrete Column fc 3600.0 psi Fy 60,000.0 psi Seismic Zone 3 U. & ST Loads Act Separately 30.17 k-ft 4000 in 1.00 4.000 in 30.17 k-ft 554.62 k 248.60 k 7.214 in Elastic Modulus ACI Ea. 6t 12.9650 In 0.6500 34.0000 0.1547 1.0000 0.00 0.00 0.0000 1.0000 4.000 4.000 internally to entered kinds) ACI C-2 Group Factor ACI C-3 Dead Load Factor ACI C-3 Shat Term Factor The Detain ption : ScePe Code Ref: ACI 318-02,1997 DEC, 2003 IBC, 2003 NFPA 50001 Total Height Unbraced Length ER. Length Factor Column is BRACED Column is OK 6.66in, 245 © 11.32in, 245 @ 16.00in ACI C -2 ACI C -3 14.00 k 900 k 253.58 k 253.58 k 4.67 k-ft 3.00 k-ft 4.000 in 4 000 in 1.00 1.00 4.000 in 4.000 in 467 k-ft 3.00 k-ft 554.62 k 554.62 k 248.60 k 248.60 k 7214 In 7.214 In 3,122.0 kat ACI Ea. C-2 12.9650 In 0.6500 34.0000 1.0000 1.0000 0.00 0.00 0.0000 1.0000 4.000 4.000 Beta ACI Ea, C-3 12.9650 h 0.8500 34.0000 1.0000 1.0000 0.00 0.00 0.0000 1.0000 4.000 in 4.000 in 0.750 Add - I "1.4 Factor for Seismic 0.900 Addling* Factor for Seismic 1.300 Joint A s;t, ip Bldg - Permit Date: 11:48AM, 23 S 08 n/23/2006 page 15of16 Page 1 ` saris iaint elnln.eetCaWM ons 1 10.000 It 10.000 ft 1.000 Eccentricity 4.000 M 0.850 1.400 0.900 1 4.00 hi OL =10.0, LL=45.0. ST =0.0 k 10.00 8 18.001n • • • • • • Joint Admin Bldg - Permit 9/23/2006 Page 16 of 16 12.00 in 04 -05 -2007 ROCKY MCNEILL 13822 1 AV S PO BOX 68845 98168 RE: Permit No D06 -376 3460 S 148 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/14/2007 , 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, Ter Marshall, Permit Technician xc: Permit File No. D06-376 City of Tukwila Steven Al. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 ACTIVITY NUMBER: D06 -376 DATE: 10 -06 -06 PROJECT NAME: JOINT ADMINISTRATION VAULT SITE ADDRESS: 3460 S 148 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTM NTS: 'ki B i ding i ision Publi Work DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 ■• PERMIT COORD COPY " PLAN REVIEW /ROUTING SLIP 511 LW Fire Prevention Structural Incomplete ❑ TUES/THURS ROUTING: Please Route U Structural Review Required REVIEWER'S INITIALS: Approved with Conditions 4 Jo -(o -0G Pla nninggivision ❑ Permit Coordinator ❑ DUE DATE: 10-10-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 11-07 -06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License COMMESI 1 84MK Licensee Name COMMERCIAL STRUCTURES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600427752 Ind. Ins. Account Id 44477000 Business Type CORPORATION Address 1 P O BOX 68845 Address 2 City SEATTLE County KING State WA Zip 981680845 Phone 2062463939 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/12/1982 Expiration Date 6/3/2007 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MCNEILL, RICK R 01/01/1980 MCNEILL, JERRY M 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 4 Washington State Department of Labor and Industries 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS CAS & STY CO OF Until https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= COMMESI184MK 10/20/2006 x x x