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Home My WebLink AboutPermit PG08-230 - VALLEY VIEW SEWER DISTRICTVALLEY VIEW SEWER DISTRICT 14816 MILITARY RD S PGO8-230 Parcel No.: 0041000083 Address: Suite No: Clalbf 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 PLUMBING /GAS PIPING PERMIT 14816 MILITARY RD S TUKW Permit Number: Issue Date: Permit Expires On: PG08 -230 09/22/2008 03/21/2009 Tenant: Name: Address: Owner: Name: Address: VALLEY VIEW SEWER DISTRICT 14816 MILITARY RD S , TUKVVILA WA VAL VUE SEWER DIST PO BOX 69550 , SEATTLE WA Contact Person: Name: ROBERT WALSH Address: PO BOX 2355 , BELFAIR WA Contractor: Name: BEISLEY INC Address: 230 MAPLE WOOD CT NE , BELFAIR, WA Contractor License No: BEISLI *027LC Phone: Phone: 360 731 -5614 Phone: Expiration Date: 10/01/2009 DESCRIPTION OF WORK: SMALL REMODEL OF EXISTING STRUCTURE - RELOCATING BATHROOM WITH NEW FIXTURES Value of Plumbing /Gas Piping: Fees Collected: $40,000.00 $301.00 Plumbing 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 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND QUANTITY Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per drain (inside bldg) 0 0 Water heater and /or vent 1 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 2 treatment equipment 0 3 Repair or alteration of drainage or vent piping 0 3 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 1 0 Medical gas piping (6 +) inlets /outlets 1 0 Gas Piping 1 Gas piping outlets (0 -5) 0 2 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC -10/06 PG08 -230 Printed: 09 -22 -2008 City lit 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 Permit Number: PGO8 -230 Issue Date: 09/22/2008 Permit Expires On: 03/21/2009 Permit Center Authorized Signature: Date: U In " I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied 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 plumbing /gas piping permit. Date: 9 z z 08 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: UPC -10/06 PG08 -230 Printed: 09-22 -2008 Parcel No.: 0041000083 Address: Suite No: Tenant: � r 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 14816 MILITARY RD S TUKW VALLEY VIEW SEWER DISTRICT PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG08 -230 ISSUED 08/21/2008 09/22/2008 1: ** *PLUMBING AND GAS PIPING * ** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. * *continued on next page ** doc: Cond -10/06 PGO8 -230 Printed: 09 -22 -2008 • 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. Date: 7 — z 2 --c doc: Cond-10/06 PG08 -230 Printed: 09 -22 -2008 CITY OF TUKW Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Plumbing /Gas Permit No. fM. - -*D PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: /,,8(' i'4'"/ ett y.0 // Tenant Name: YG(lti V) t.,/ SiJ <r )));s4 Property Owners Name: i ) Mailing Address: King Co Assessor's Tax No.: 004- Suite Number: Floor. G-- New Tenant: .... Yes .No City State Zip CONTACT P ItSON -- Wha do, we contact when your permit is ready to be issued Name: ko/ r 1„)4,14,\ Mailing Address: Day Telephone360 -73/ -9:6 /4( `jd3-.2te E -Mail Address: f Jt /SAjj City //,,�� State Zip Fax Number lam"' ? 7S- 653 PLUMBING / GAS PIPING CONTRACTOR INFORMATION Company Name: 3.e ,66. Mailing Address: PO- 11■11 1( 1 Day 9h.' .415<- J �% 93 Zip Contact Person: obe(�- �4 `��' Da Telephone: E -Mail Address: f 41441 g LL<5ley "�G,CD Contractor Registration Number: L4(i -7G G. Fax Number: 2 74- E?Y3 ) Expiration Date: /0/0/ ( ° cr ARCHITECT OF;RECORD All plans must amped by Architect "of Recur Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD -:All plans must be wet stamped by Engineer of.Recars Company Name: Mailing Address: Contact Person: E -Mail Address: Q:lApplications \Forms - Applications On Line \3 -2006 - Plumbing -Gas Piping Permit Application.doc Revise& 4-2006 bh City Day Telephone: Fax Number: State Zip Page 1 of 2 Valuation of Project (contractor's bid price): $ ,0, " Scope of Work (please provide detailed information): if /Gl i i‘ 1. v f ; / 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: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower # Drinking fountain or water cooler (per head) 1 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 3 Urinals 1 Dishwasher, domestic, with independent drain Lavatory 3 Water Closet 0x. Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent i 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 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International 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 OWNS' H� j 1 Signature: Print Name: /(90 ix(+ Mailing Address: p c , i30y 23_33- Day Telephone: 17k)-73 3 66 / City Zip Date Application Accepted: f t194I D ate Application Expires: I Staff Initials: (r1- t� (2_ C {' 1 Q: \Applications\Forms- Applications On Line\3 -2006 - Plumbing -Gas Piping Permi Application.doc Revised: 4 -2006 bh Page 2 of 2 • 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.: 0041000083 Permit Number: PG08 -230 Address: 14816 MILITARY RD S TUKW Status: APPROVED Suite No: Applied Date: 08/21/2008 Applicant: VALLEY VIEW SEWER DISTRICT Issue Date: Receipt No.: R08 -03309 Initials: User ID: Payee: JEM 1165 Payment Amount: $221.00 Payment Date: 09/22/2008 09:27 AM Balance: $0.00 BEISLEY, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 19446 221.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.0 221.00 Total: $221.00 '7677 :)9/72 ?707 7O7^._ doc: Receiot -06 Printed: 09 -22 -2008 • 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.: 0041000083 Permit Number: PG08 -230 Address: 14816 MILITARY RD S TUKW Status: PENDING Suite No: Applied Date: 08/21/2008 Applicant: VALLEY VIEW SEWER DISTRICT Issue Date: Receipt No.: R08 -03024 Initials: JEM User ID: 1165 Payment Amount: $80.00 Payment Date: 08/21/2008 11:31 AM Balance: $336.00 Payee: ROBERT WALSH TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 80.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000/345.830 76.00 000.322.103.00.0 4.00 Total: $80.00 5417 )8/21 9710 TOTAL 80.00 (inn. RPr.aint -(16 Printari OR- 21 -9lf1R INSPECTION RECORD Retain a copy with permit pro & -23d INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Project: j Xt t e. U, c lij Type of In ection: JD(15 Add/res : ) I�(� : 1 `t Nit/ ft.( Date Called: rr Special Instructions: / Date Wanted: �., - 3 - J) '-l*rr ' p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r Inspector: Date: -? ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ‘17-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 P6[6 -Z30 Project: k l A i ( -(( � 1 t? c.A het Type of Ins ction: ✓ d� t� L1- 1 J Address: 1 L A 1 C0 1,11( LIT Aft 4 1►R Called: D S , Special Instructions: Date Wanted: I n_.i3 —Dfff) �m:?, p.m. Requester: Phone No: B600'73) '?e9/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0.00 REINSPECTION E REQUIR:O. Prior to inspection, fee must be aid at 6300 Southcenter :lvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �.._�, emu_ . _ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3167 Project: V l/ �/1)r. w LAJ Type of Inspection: `" 17-/g)( "id ) }8 /4, m / //11L%dy 6 �je Called: Special Instructions: / / Date a`ted: 4.3 - a, Requester: P eo` W l32CP/ Approved per applicable codes. Corrections required prior to-approval. COMMENTS: 4 Ins %ctor: ❑ $60.00 REINSPECT! N F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dateq_ Receipt No.: Date: L n. Ina-. • • Jim Haggerton, Mayor Department of Community eVelopment Jack Pace, Director September 11, 2008 Robert Walsh PO Box 2355 Belfair, WA 98528 RE: CORRECTION LETTER #1 Plumbing /Gas Piping Application Number PG08 -230 Valley View Sewer District —14816 Military Road S Dear Mr. Walsh, This letter is to inform you of corrections that must be addressed before your plumbing 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 Public Works Department has no comment. Building Department: Dave Larson at 206 - 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete 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, Brenda Holt Permit Coordinator encl xc: File No. PG08 -230 P:\Pennit Center \Correction Letters \2008\PG08 -230 Correction Ltr #1 DOC wer 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: September 11, 2008 Project Name: Valley View Sewer District Permit #: PG08 -230 Plan Review: Dave Larson, Senior 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. Please provide a line drawing of gas piping to all existing and new fixtures showing length and size of each pipe section and total demand including demand from other buildings as well as the demand for each fixture. The line drawing should start at the meter. Provide code references and/or tables used to size piping. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. August 26, 2008 • Cizy of Tukwila Jim Haggerton, Mayor Robert Walsh PO Box 2355 Belfair, WA 98528 Department of Community Development Jack Pace, Director RE: Letter of Incomplete Application # 1 Development Permit Application PG08 -230 Valley View Sewer District — 14816 Military Road S Dear Mr. Walsh, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 21, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the following comments. 1. Please removed pages that are not relative to the plumbing work. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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. 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 the Permit Center at (206) 431 -3670. Sincerely, ,yukt t<1-(21/(k Brenda Holt Permit Coordinator Enclosures File: PG08 -230 P:\Permit Center\Incomplete Letters\2008\PG08 -230 Incomplete Ltr #1.DOC jem A?nn Cniithrontor Rn,rloiiarrl ,,ito $i nn • Tukwila Wachinotnn OR1RR • Phnnp• 2OIS- 4.31 -. 71571) • P. 2nh - 4.31 -. 3M65 • PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -230 DATE: 09 -16 -08 PROJECT NAME: VALLEY VIEW SEWER DISTRICT SITE ADDRESS: 14816 MILITARY RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # f Revision # after Permit Issued DEPARTMENT 614 ?)'Clt) B'uiT ling Division Public Works n Fire Prevention Structural Planning Division nPermit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 09-18-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: n No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 10-16 -08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 11, PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -230 DATE: 08 -29 -08 PROJECT NAME: VALLEY VIEW SEWER DISTRICT SITE ADDRESS: 14816 MILITARY RD S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPARTMENTS: r (,I Building ivision Pu NZorks Fire Prevention Structural Planning Division nPermit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 09-02-08 Not Applicable n 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 DATE: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 09-30-08 Not Approved (attach comments) FK DATE: Permit Center Use Only /� CORRECTION LETTER MAILED: %' /fr05 Departments issued corrections: Bldg [ Fire ❑ Ping ❑ PW ❑ Staff Initials: 4)..." Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -230 DATE: 08 -21 -08 PROJECT NAME: VALLEY VIEW SEWER DISTRICT SITE ADDRESS: 14816 MILITARY RD S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued ■ DEPARTMENTS: bti 61/VIA4 Building Division Public Works ko-ob Fire Prevention Structural Planning Division Permit Coordinator o o DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 08-26-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED I,- 261/or/ LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Er Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: o No further Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 09-23-08 Approved ❑ Approved with Conditions n 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 W, • pri4-0 � �,J �. lq f 50 hi City of Tukwila SEP 1 . Y. - "1 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 60-1- 16 A00 Plan Check/Permit Number: PG08-230 ❑ 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: VALLEY VIEW SEWER DISTRICT Project Address: 14816 Military Road S Contact Person: Robert Walsh ern' OF lb SEP 161008 PERmir CEgg j S mary of Revision: Phone Number: a Stp A fcckc, rL_ -mss --Pro t' a 'ts u 4- /a4-ur dck 4 CO 4sL Sheet Number(s): 360 73 6 6 ct "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applicationslforms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Jim Haggerton, 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 Jack Pace, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: PG08-230 Response to Incomplete Letter # 1 ❑ Response to Correction Letter # CITv CFA 111 Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner AUG 2 9 2008 PERMIT CENTER Project Name: Valley View Sewer District Project Address: 14816 Military Rd S Contact Person: �E�2 A)eJ c -' Phone Number: 3 d - 7 31 - 26"/C Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:/ \kr Entered in Permits Plus on \applications\fonns- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Untitled Page • 1 General /Specialty Contractor A business registered as a construction contractor with L81 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company BEISLEY INC 3602755783 PO BOX 2355 BELFAIR WA 98528 MASON CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License 601846685 ACTIVE BEISLI "027LC CONSTRUCTION CONTRACTOR 6/3/1998 10/1/2009 BILLBC *100JR Next License AERLIHL947M7 Associated License Specialty 1 GENERAL Specialty 2 UNUSED Business Owner Information Name Role Effective Date Expiration Date BEISLEY, WILLIAM J Cancel Date 01/01/1980 Bond Amount BEISLEY, PAULA V 4 01/01/1980 08774975 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 FIDELITY a DEPCOOF THE WEST 08774975 08/29/2008 Until Cancelled $12,000.0006/18 /2008 3 EMPLOYERS MUTUAL CAS CO 5271645 08/29/2001 Until Cancelled 08/29/2008 $12,000.0008/27 /2001 2 DEVELOPERS SURETY Et INDEM CO 512752C 12/29/2000 Until Cancelled 07/21/2002 $6,000.00 06/07/2002 1 DEVELOPERS INS CO 512752C 06/03/199812/29 /2000 $6,000.00 Insurance Information Page 1 of 2 Insurance Company Name policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 CONTINENTAL WESTERN GROUP CWP2710167 08/29/200708/29 /2009 $1,000,000.0008 /05/2008 OHIO CAS INS https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License = BEISLI * 027LC 09/22/2008 ABV ABOVE AFF ABOVE FINISHED FLOOR ADJ ADJUSTABLE AB ANCHOR BOLT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE BM BENCH MARK BLK BLOCK BLKG BLOCKING BLDG BUILDING BO BOTTOM OF CB CATCH BASIN CLG CEILING CT CERAMIC TILE CL CENTER LINE CLR CLEAR COL COLUMN COMP COMPOSITE CONC CONCRETE CMU CONCRETE MASONRY UNIT CONT CONTINUOUS OR CONTINUE CONST CONSTRUCTION CJ CONTROL JOINT CPT CARPET DBL DOUBLE DEMO DEMOLISH /DEMOLITION DIA DIAMETER DIM DIMENSION DISP. DISPENSER DR DOOR DW DISHWASHER DWG.S DRAWINGS DWR DRAWER DF DRINKING FOUNTAIN DS DOWN SPOUT EA EACH ELEC ELECTRIC EL ELEVATION EQ EQUAL EXIST EXISTING EX EXISTING EB EXPANSION BOLT EMB EMBED EJ EXPANSION JOINT EXT EXTERIOR EN END NAIL EIFS EXTERIOR INSULATION FINISH SYSTEM EQUIP EQUIPMENT EXP EXPOSED FO FACE OF FOC FACE OF CONCRETE FOF FACE OF FRAMING FIN FINISH FE FIRE EXTINGUISHER FF FINISH FLOOR FEC FIRE EXTINGUISHER AND CABINET FD FLOOR DRAIN FLR FLOOR OR FLOORING FTG FOOTING FN FIELD NAIL FND FOUNDATION FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR GA GAGE GALV GALVANIZED GB GRAB BAR GEN GENERATOR GL GLASS GLB GLU -LAM BEAM GR GUARD RAIL W/ WITH GWB GYPSUM WALL BOARD GYP GYPSUM HB HOSE BIB HC HANDICAPPED HD HOLD DOWN HDR HEADER HDW HARDWARE HR HAND RAIL HVAC HEATING /VENTILATING/ AIR CONDITIONING HM HOLLOW METAL HORIZ. HORIZONTAL HT HEIGHT HWH HOT WATER HEATER INSUL INSULATION INT INTERIOR JHA JURISDICTION HAVING AUTHORITY JT JOINT LAV LAVATORY LT WT LITE WEIGHT MAX MAXIMUM MECH MECHANICAL MH MANHOLE MFR MANUFACTURER MAT MATERIAL MTL METAL MIN MINIMUM MLD MOLDING NOM NOMINAL NIC NOT IN CONTRACT NTS NOT TO SCALE 0/ ON 0/C ON CENTER OPG OPENING OPP OPPOSITE OH OVERHEAD PTD PAPER TOWEL DISP. PVMT PAVEMENT PERF PERFORATED PLAM PLASTIC LAMINATE PVC POLYVINYL CHLORIDE PT PRESSURE TREATED PL PROPERTY LINE OR PLATE PLY PLYWOOD REFR REFRIGERATOR REINF REINFORCED REQ'D REQUIRED ROW RIGHT OF WAY RM ROOM RO ROUGH OPENING RB RUBBER BASE RS ROUGH SAWN SIM SIMILAR SHT SHEET SAT SUSPENDED ACOUSTICAL TILE STL STEEL SPEC SPECIFICATION SF SQUARE FEET STOR STORAGE SUSP SUSPENDED SYS SYSTEM TEL TELEPHONE T &G TONGUE & GROOVE THK THICK TB TOWEL BAR TOB TOP OF BEAM TOS TOP OF SILL TOW TOP OF WALL TPD TOILET PAPER DISP. TPL TO TOP PLATE TOP OF TYP TYPICAL UNO UNLESS NOTED OTHERWISE UR URINAL VB VAPOR BARRIER VENT. VENTILATION VERT VERTICAL VG VERTICAL GRAIN W/ WITH W/O WITHOUT WP WATERPROOF(ING) WWF WELDED WIRE FABRIC WR WATER RESISTANT WND WINDOW WD WOOD BID SET JOB NO:: 07.15 DATE: 5/15/2008 REVISIONS: 2850 SECOND- BUILDING B 0 0 0 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCH! TECT AND SHALL Nor BE USED ON OTIIER PROJECTS FOR ADDITIONS TO THIS PROJECT 012 FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING CO PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ‘Sis ARCHITECT GALEN C.PAGE STATE OF WASHINGTON GROUND- BUILDING B 0 2850 2850 SECOND- BUILDING B 0 0 0 GROUND - BUILDING C 2352 0 2352 SECOND- BUILDING C 0 0 0 PROPOSED BUILDING AREAS: (SF) EXISTING PROPOSED NEW TOTAL GROUND - BUILDING A 2690 0 2690 SECOND - BUILDING A 1 340 0 1 340 DRAWING ABBREVIATIONS NOTE: IF AN ABBREVIATION IS FOUND IN THE SET OF PLANS, IS NOT LISTED ABOVE, AND THERE IS ANY QUESTION AS TO ITS' INTENDED MEANING, NOTIFY THE A DP L JITEr-r IkAAAt r iATEI V \it�tti- :t - . \ \\i�. \\\\� .,:•••:•,• w .:..w;4;ay,,�i.�.:•S.w`. •.��. �� i hh.o:L LC SEPARATE PERMIT REQUIRED FOR: E Te n echanical lectrical 0 r lumbing Li Gas Piping City of Tukwila Bt 1L..i i N , DIVISION j NE BIRD'S EYE PERSPECTIVE VIEW SCALE: 1:0.833 p� REVISIONS p 1 o Cho tae h S 72 1 r"1-nrin th- Q-nnr\ of work «rithoilt prior approvf-,1 Tukwila Building Division N,ICTE: Revisions will require a new f'nn and may include additional plan re','' S NE PERSPECTIVE VIEW 6 L E . OPY Permit No. SW PERSPECTIVE VIEW O nor or review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt roUpd Meld +s and conditions is acknowledged: of Tukwila JNG DIVISION Valley view sewer district is constructing a new 21 50 sf enclosed parking garage with an attached 700 sf covered carport north of their existing operations building. The building is needed to house the district's various maintenance vehicles. The two vacant lots at the northwest corner of the site are being consolidated into the existing facility to complete the proposed site configuration. The site currently has two structures occupying the southern half of the site, with associated storage bins and operations yard in the northeast corner. The structures are pre- engineered steel buildings with painted steel siding and wood shingle accent panels on the office building. The site will require minor grading to join the vacant lot contours to the existing site contours. A new storm system will be installed to handle the new impervious surface generated storm water. The water will be pumped to a new "bio- swale" that will run along the north property line towards military road. A new 6' tall security fence will be installed along the north and west sides of the yard, as well as between the existing office building and new garage, and the office building and existing fence on the south lot line. An existing asphalt driveway south of the existing office building will be removed and replaced with landscaping and an employee lunch patio. New landscape buffers will be installed as required along the north, west and south property lines. The existing parking lot west of the office building will be left in place with some minor reconfiguration of the curb cut and layout to allow parking for 14 vehicles. New curbing and striping will be required to bring the lot up to city and ADA standards. New frontage improvements will be installed along south 1 48th street as required by the City of Tukwila. South military road will be left un- improved as required by the City of Seatac. New shielded site lighting will be installed, consisting of both pole mounted as well as building mounted light fixtures. These are required for security as well as the possible nighttime emergency operations. All fixtures will be screened to eliminate light and glare off site. The new building will also be a pre- engineered steel building. The floor will be a concrete slab on grade. The steel siding and roofing colors will be similar to the existing facility to help create continuity between the three structures. The building has been oriented on the site to facilitate vehicular circulation and to help screen the yard activities from the public right of way. A bid alternate is planned to add 3 rainwater cisterns. 1 500 gallons may be harvested and stored for later irrigation use. The existing office building will have minor interior remodeling done. This will be primarily to bring the first floor toilet /shower rooms up to current ADA standards. Locker rooms will also be incorporated into the new layout. A -0.0 PROJECT DATA, INDEX, VICINITY MAP & ABBREVIATIONS A -0.1 GEN NOTES, MECH, ELEC, PLMB'G NOTES, ADA NOTES C -O.0 COVER SHEET C -0.1 SURVEY C -1 .0 GENERAL NOTES C -2.0 TESCP C -2.1 TESCP DETAILS C -3.0 GRADING PLAN C -3.1 GRADING DETAILS C-4.0 STORM DRAINAGE PLAN C -4.1 STORM DRAINAGE DETAILS C-4.2 STORM DRAINAGE DETAILS SEWER PLAN WATER AND SANITARY C-5.0 S S C -5.1 WATER AND SANITARY SEWER DETAILS C -6.0 ROAD FRONTAGE IMPROVEMENTS C -6.1 ROAD FRONTAGE IMPROVEMENT DETAILS L -1 LANDSCAPE IRRIGATION PLAN & DETAILS L -2 LANDSCAPE PLANTING PLAN A -1 .0 EX SITE / DEMO PLAN A -1 .1 SITE PLAN A-1.2 SITE DETAILS A -2.0 FLOOR PLANS -BLDG A A -2.1 FLOOR PLAN -NEW BLDG B A -3.0 EXTERIOR ELEVATIONS -BLDG A A -3.1 BUILDING SECTIONS -BLDG A A -3.2 EXTERIOR ELEVATIONS -BLDG B A -3.3 BUILDING SECTIONS -BLDG B A -4.0 PARTIAL ENLARGED PLANS A -5.0 INTERIOR ELEVATIONS A-6.0 REFLECTED CLG PLANS A -8.0 EXTERIOR DETAILS A -9.0 INTERIOR DETAILS A -1 1 .0 SCHEDULES & KEY PLANS S -0 STRUCTURAL NOTES, INSPECTION SCHED S -1 BUILDING "A" FRAMING PLAN R D S--2 FOUNDATION PLAN, SCHEDULE, NOTES CITY S -3 SECTIONS & DETAILS AUG 21 ZUUti M - 1.0 HVAC PLAN BLDG A M -2.0 HVAC PLAN -BLDG B PERMIT CENTER P -1 .0 PLUMBING PLANS -BLDG A MP -1.0 SCHEDULES & DETAILS E -1.0 ELECTRICAL SITE PLAN E -2.0 BLDG B POWER & LIGHTING PLANS, SCHEDULES, ONE -LINE DIAGRAM E -3.0 BLDG A -POWER & LIGHTING PLANS PROJECT DESCRIPTION SHEET INDEX VICINITY MAP SITE 14816 MILITARY ROAD SO • PROJECT ADDRESS: TAX PARCEL NO.: LEGAL DESCRIPTION: AUTHORITY HAVING JURISDICTION (AHJ): OTHER PERMITS: PRE - APPLICATION #: MUP /ACUP #: OWNER: VALLEY VIEW SEWER DISTRICT ARCHITECT: PAGE & BEARD ARCHITECTS: STRUCTURAL DIBBLE ENGINEERS, ENGINEER: INC CIVIL ENGINEER: PACE ENGINEERS SURVEYOR: PACE ENGINEERS ELECTRICAL ENGINEER: AWA ELECTRICAL MECHANICAL ENGINEER: LANDSCAPE ARCHITECT: FIRE DISTRICT: WATER DISTRICT: SEWER DISTRICT: CONSTRUCTION TYPE: EXIST BUILDING A BUILDING B EXIST BUILDING C V -B V -B V -B SPRINKLER SYSTEM: NO NO NO FIRE ALARM: YES YES YES STANDPIPE: NO NO NO OCCUPANCY GROUPS: B, S -2 U B, 5 -2 USE: Public Utility Operations & Yard (18.24.020,33,c; 46) BUILDING CODES: 2006 IBC, 2006 WAC 51 -50, 51 -1 1 , 51 -13 ENERGY CODE & 2006 WASHINGTON STATE NON- RESIDENTIAL ENERGY CODE COMPLIANCE OPTIONS: (REFER TO ENERGY NOTES ON A -0.0) TOTAL BUILDING A PROJECT INFORMATION 14816 Military Road So. Tukwila, Washington, 98168 004100-0083; 0088; 0089 LOT 4, BLK 2, OF FIRST ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, IN KING COUNTY, WASH; EXC THE EAST 60 FT; EXC THE NORTH 10 FEET RECONVEYED TO KING COUNTY FOR ROAD. CITY OF TUKWILA L08 -004 PRE -07 -021 CONSULTANTS, INC Fsi CONSULTING ENGINEERS LAUCHLIN BETHUNE LANDSCAPE CITY OF TUKWILA K.C. WD # 125 VALLEY VIEW SD BUILDING INFORMATION TOTAL BUILDING B TOTAL BUILDING C COVERED ENTRY ETC TOTAL BLDG LOT COVERAGE ALLOWABLE BLDG SIZE -NEW BLDG B: PER IBC TABLE 503 GROUP U: 5,500 SF (TABLE 3,000 SF (IBC 406.1.2; 503) OCCUPANCY TYPE EX. BLDG. A: GARAGE OFFICE TOTAL OCCUPANCY: NEW BLDG B: GARAGE TOTAL OCCUPANCY: FACTOR (1 / "X" SF) AREA (SF) 200 1160 100 2870 200 2850 SITE & ZONING INFORMATION PROJECT ADDRESS: 14816 Military Road So. Tukwila, Washington, 981 68 TAX PARCEL NO: 004100 -0083; 0088; 0089 LEGAL DESCRIPTION: SEE "PROJECT INFORMATION" ABOVE ZONING: RC- Regional Commercial LOT SIZE AND COVERAGE: LOT AREA: ALLOWABLE LOT COVERAGE: NON -PGIS (ROOF AREA): PGIS (ROOF AREA): PGIS (DRIVEWAY, PARKING): AUG 2 9 'LOW NON -PGIS (WALKS, CONC PADS): TOTAL LOT COVERAGE: PERMIT CENTYR TOTAL PGIS USE CLASSIFICATION: Public Utility Operations & Yard Tukwila Municipal Code 18.24.080 20 feet 10 feet BUILDING SETBACKS: Front: Second front: Side: Rear: BUILDING HEIGHT: Max. allowable height: Additional height: REQ'D LANDSCAPING: Front: Second front: Side: Rear: Parking Lot: PARKING STALL SIZES: Large: Medium: Compact: Loading berth (TMC 18.56.060): PARKING REQUIRED: Office use: Warehousing: Total Parking req'd: Parking Provided: Loading berth(s) req'd: 1 loading berth Bicycle Parking req'd: 1 / 50 stalls; 2 min 10 feet No yard is within 50' of LDR, MDR, HDR 10 feet No yard is within 50' of LDR, MDR, HDR Tukwila Municipal Code 1 8.24.080 3 stories or 35 feet N/A Tukwila Municipal Code 18.24.080 10 feet: Type I 10 feet: Type I 5 feet: Type II No yard is within 50' of LDR, MDR, HDR none No yard is within 50' of LDR, MDR, HDR Per Design Review req'mnts Tukwila Municipal 9' &9.5'X19 8.5' x 19' 8'x16' 10' x 30' Tukwila Municipal 3/1000 SF 1/2000 SF 4030 0 2352 (206) 242 -3236 (425) 827 -7850 (425) 828 -4200 (425) 827 -2014 (425) 827 -2014 (425) 775 -1799 (206) 622 -3321 (425) 432 -9877 (206) 575 -4404 (206) 242 -9547 (206) 242 -3236 RECEIVED N/A CITY or TI 1KVVILA 0 2850 0 306 INCOMPLETE LTR# I Code Figure 18 -6 24' 2 -way aisle @ 90 25' 2 -way aisle @ 90 25' 2 -way aisle @ 90° 30% max Code 18.24.080 & Figure 18 -7 2870 6362 3,000 - 100,000 SF USE 406.1.2 4030 2850 2352 306 8198 LCCUPANCY LOAD 1 5.8 28.7 35 14.25 14 48,884 6198 2504 31940 1124 41766 34444 8.61 3.18 12 14 1 2 PA;E�BE�RD ARCHITECTS P 910 MARKET STREET KIRKLAND, WA 98033 TEL; 425.827.7850 FAX: 425,827.7014 INFU @PAGEANDBEAr1I ,C0M L)u L ' J- ) 0 v) 0L9 W W 0 a w� 8 u1 w Lil J � J o <z cu co p C L CC3 2 oa oa PROJECT DATA, INDEX, VICINITY MAP & ABBREVIATIONS SHEET A -0.0 Floors N/A Cen s /Vaulted R -21 Ceilings W/ Vented Attic N/A Exterior Walls R -8 (CONDENSATION BATTS); EXCEEDS R-VALUE REQ'D PER 1310.2 Below Grade Wall, Int. Insul. N/A Below Grade Wall, Ext. Insul N/A Slab On Grade R -1 C, LOCATED ON EXTERIOR Glazing, Vertical DOUBLE -U -0.55 MAX; R -1.8 MIN Glazing, Overhead N/A Glazing Area 0% TO 30% Opaque Openings (Doors) U =0.60 MAX; R -1 .67 MIN BID SET JOB NO: 07.15 DATE: 5/15/2008 REVISIONS: THIS DOCUMENT REPRESEN FS A PROPRIE FARY DESIGN OWNED BY THE ARCHITECT AND SFIALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO TIIIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT [3Y PRIOR ARRANGEMENT IN WRITING (D PAGE & BEARD ARCHITECTS, PS 529 REGISTERED ARCHITECT GALEN C. PAG E STATE OF WASHINGTON MECHANICAL & ENERGY NOTES 1 All mechanical work is to be BIDDER DESIGNED. The final design shall be based on the mechanical drawings and specifications contained in this set, and shall comply with all applicable CODES, including but not limited to: Chapters 1 1- 20 of the 2006 WSEC /Chapter 51-11 WAC (Washington State Nonresidential Energy Code) 2) The mechanical work must adhere to all requirements of the construction documents. See additional notes provided on mechanical drawings. 3) Shop drawings are required to be produced and submitted to the Engineer for review prior to commencing work. 4) It shall be the responsibility of each Contractor to check with the Architectural drawings before installation of their work. Any discrepancy between the Architectural drawings and the consulting engineer(s) or other supplementary drawings shall be brought to the Architect's attention in writing. 5) Each Contractor shall obtain his /her ancillary permit(s) as required. 6) Ventilation of all areas shall be in conformance with the 2006 WAC 51-11 and WAC 51-13. 7) All exterior joints around windows and doors, openings between walls and roof or foundations, openings at penetrations, and all other such openings shall be sealed, caulked, gasketed or weather stripped to limit air leakage per the Washington State Energy Code. 8) Vapor retarders installed in non -wood framed buildings shall be completely taped and sealed per WSEC Section 1313.2. 9) Exterior doors are to be 1 -3/4 " insulated core with full weather strip and threshold. All glazing in exterior doors is to be insulating doubled glazed units with safety glass. 10) All exterior glazing is to be insulating double glazed units. 1 1) King County is in CLIMATE ZONE 1. 12) Building envelope compliance option per figure 1 3A: PRESCRIPTIVE. 13) New BUILDING "B" is designed for "future semi- heat ". Envelope requirements and exceptions per Section 1310.2 are to be installed under this permit, unless indicated to exceed requirements. 14) Comply with Section 1 320- PRESCRIPTIVE building envelope option requirements and TABLE 13-1. Insulation "R" & "U" values shall comply with TABLE 1 3 -1 unless noted otherwise in the table below: • SPACE HEAT TYPE 2 (SEMI - HEATED PER 1 310.2) REQUIRED INSULATION VALUE; 1 5) Slab on grade floors shall have R -10 perimeter rigid insulation. See plans for location, either interior or exterior. All insulation indicated on the exterior of the foundation, and exposed to the elements, shall by flashed from the top of the insulation to 4" below grade with 24 galv stl, painted to match adjacent wall, UNO. 16) All further calculations are to be provided by the Mechanical Contractor when application for a mechanical permit is made. 17) Provide combustion, ventilation, and dilution air for the forced air furnace and other gas appliances per IFGC SEC. 304. Show on plan submittal to City /County. 18) Provide venting for all gas heating appliances in accordance with the mechanical plans, with the heating appliance manufacturer's recommendations, the vent manufacturer's recommendations, and the IBC. 19) Heating design temperatures for new building "B" (per SECTION 1 310.2) heating: 45°F max. 20) Provide duct insulation as required by the WSEC as may apply. 21) Contractor to verify, prior to ordering light fixtures, that the "unit lighting power allowance (Ipa)" per WSEC TABLE 1 5.1 has not been exceeded. Calculation shall be confirmed using areas given on the plans and the actual light fixtures to be provided. PLUMBING NOTES 1) All plumbing work is to be BIDDER DESIGNED. The final design shall be based on the mechanical drawings and specifications contained in this set, and shall comply with all applicable CODES, including but not limited to the CODES referenced in General Notes. 2) The plumbing work must adhere to all requirements of the construction documents and performance specifications. Additional notes are contained in the drawings. 3) It shall be the responsibility of each Contractor to check with the Architectural drawings before installation of their work. Any discrepancy between' the Architectural drawings and the consulting engineer(s) or other supplementary drawings shall be brought to the Architect's attention in writing. 4) Each Contractor shall obtain his /her ancillary permit(s) as required. 5) Provide pressure relief valve for hot water tank. Drain to the outside of the building with drain end not more than two feet nor less than 6" above the ground, pointing down. 6) Hot water tanks having flexible pipe connections and over four feet tall shall be strapped down to prevent overturn in an earthquake 7) Provide an approved back flow prevention device at all hose bibs. 8) Contractor shall provide a DWV and water distribution riser diagram for City and Architect review. 9) Each horizontal drainage pipe shall be provided with a cleanout at its upper terminal. 10) Contractor to provide horizontal drainage piping that meets the UPC for slope requirements ELECTRICAL NOTES 1) All electrical work is to be BIDDER DESIGNED. The final design shall be based on the electrical drawings and specifications contained in this set, and shall comply with all applicable CODES, including but not limited to the CODES referenced in general notes. 2) The electrical work must adhere to all requirements of the construction documents. Additional notes are provided on electrical drawings. 3) It shall be the responsibility of each Contractor to check with the Architectural drawings before installation of their work. Any discrepancy between the Architectural drawings and the consulting engineer(s) or other supplementary drawings shall be brought to the Architect's attention in writing. 4) Each Contractor shall obtain his /her ancillary permit(s) as required. 5) Wiring methods shall be as permitted by "CODE" and installation per "NECA" standards. 6) All devices to be specification grade. 7) All receptacles shall be at 15" from finished floor to bottom of box unless noted otherwise. 8) All switches shall be at 42" from finished floor to bottom of box unless noted otherwise. 9) Verify all receptacle, switch, and fixture locations with OWNER prior to installation. BARRIER FREE NOTES SITE 1. All construction shall comply with all applicable codes including but not limited to: Chapter 11 of the IBC w /WAC 51-50 WA state amendments, the ICC a 1 17.1 , and the American With Disabilities Act. 2. An accessible route of travel to all accessible facilities shall be provided per IBC sec.] 104, and ICC a 1 1 7.1, chapter 4, and as indicated on the plans. The walking surface, in the direction of travel, shall be no steeper than 1:20 (except ramps) and the cross slope shall be no steeper than 1 :48. 3. Parking and passenger loading facilities shall be provided per IBC section 1 106, ICC al 17.1 chapter 5, and as indicated on the plans. Parking spaces and access aisles shall be at the same level and the surface shall be no steeper than 1:48. Identification of accessible parking spaces shall include a van accessible sign and shall comply with WAC 51 -50 sec.1 101 .2.4. 4. Ramp runs shall have a running slope not steeper than 1 :1 2. The cross slope of ramps shall not be steeper than 1:48. Outdoor ramps and approaches to ramps shall be constructed so that water will not accumulate on walking surfaces. 5. The min clear width of an exterior ramp shall be 44 ". 6. Ramps within the accessible route of travel shall have landings at the top and the bottom. The rise of any ramp run shall be 30" max. Landings shall be level and have a min dimension measured in the direction of the run not less than 60 ". Where a ramp changes direction, the min landing size shall be 60" x 60 ". The width of any landing shall not be less that the width of the ramp. 7. Ramps having a rise greater than 6" shall have handrails complying with ICC a 1 17.1 , section 505. Both sides of the ramp shall have continuous handrails except at access points and shall extend at least 12" beyond the top and the bottom of any ramp run. Intermediate handrails are not required. A curb or edge barrier is required at the ramp and landings or a 1 2" extension of the floor or groung surface may be used per ICC a 1 17.7 sec405.9. 8. The accessible route of travel, whether crossing or adjoining a vehicular way, is to be separated from the path of vehicular travel by means of a curb, railing or other elements that are detectable by persons having a severe vision impairment. When the aforementioned means are undesirable the boundary between the two areas shall be defined by a continuous detectable warning of not less than 24" in width and complying with ICC a 1 17.1 sec.705 9. Curb ramps shall have detectable warnings the full depth of curb ramp and shall also comply with ICC a-117.7 sec. 406. BUILDING 10. Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The maximum force for pushing open or pulling open doors other than fire doors shall be 5.0 pounds. At exterior doors where environmental conditions require a closing pressure greater than 8.5 pounds, power operated doors shall be used within the accessible route of travel. 11. Provide a floor or landing not more than 1 /2" lower than the threshold on each side of the accessible doors. 1 2. Provide an unobstructed floor space extending at least 18" beyond the latch on the pull side of the door for all accessible doors. See chart 404.2.4.1 of ICC a 117.1 1 3. Provide an unobstructed floor space extending at least 12" beyond the latch on the push side of the door for all accessible doors which are equipped with both closer and latch. See chart 404.2.4.1 of ICC a 1 17.1 14.1n group b occupancies, key- locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a readily visible, durable sign on or adjacent to the door stating " this door to remain unlocked during business hours ". The sign shall be in letters not less than 1" high on a contrasting background. When unlocked, the single door or both leaves of a pair of doors must be free to swing without operation of a latching device. 1 5. Handles, pulls, latches, locks, and other operable parts on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching, or twisting of the wrist to operate. Such hardware shall be mounted 34" to 48" above the floor or ground. See door schedule & hardware specification. 1 6. Provide knurled knobs or handles on doors leading to loading platforms, stages, mechanical equipment rooms, electrical rooms, or other areas hazardous to the blind. See door schedule & hardware specification for locations. 17. All vision panels in any door, the bottom of the shall be a maximum of 43" above the floor. See door schedule for types and locations. 18. Where toilet facilities are provided on any floor of a multi -story building, toilets shall be accessible. See floor plans for locations. 19. Accessible toilet rooms; the water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16" min. to 18" max. from the side wall or partition. Clearance around the water closet shall be 60" min. From the side wall, and 56" min., measured perpendicular from the rear wall. No other fixtures or obstructions shall be within the water closet clearance. The clearance around the water closet shall be permitted to overlap clear floor or ground space or clearances at other fixtures and the wheelchair turning space. 20. Flush controls shall be mounted for use from the wide side of the water closet area and not more than 44" above the floor. 21. Operating devices on plumbing fixtures shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate operable parts shall be 5 pounds maximum. 22. Faucet control handles shall be located not more that 1 7" from the front of the lavatory, sink or counter. 23. Controls and operating mechanisms including switches that control lighting, ventilation or electrical outlets; in accessible spaces, along accessible routes or as part of accessible elements, shall be between 36" and 54" for an unobstructed side reach and 48" maximum for an unobstructed front reach. See ICC a 1 1 7.1 sec 308 for obstructed reach ranges. 24. Electrical and communication system receptacles on walls shall be mounted a min of 1 5" above the floor. 25. Hardware: 1) handles, pulls, latches, locks and other operating devices on doors and windows shall have lever or the shape which will permit operation which does not require tight grasping, pinching or twisting of the wrist 2) door hardware shall be mounted at 36" to 48" above the floor. GENERAL NOTES 1. The GENERAL CONDITIONS of the contract and TECHNICAL SPECIFICATIONS are contained in the PROJECT MANUAL. The contractor(s) and subcontractor(s) are responsible for all items contained in all the contract documents including but not limited to the DRAWINGS and the PROJECT MANUAL. All items marked "N.I.C." are not part of this contract, but will be coordinated by the contractor. 2. It is the responsibility of the contractor to become fully aware of any and all conditions related to the site and existing conditions that may affect the cost of scheduling construction activities, prior to submitting a bid. 3. Do not scale drawings or details - use given dimensions. Check details for location of all items not dimensioned on plans. Dimension on plans are to face of framing or centerline of columns typically. Door and cased openings without dimensions are to be three (3) inches from face of adjacent wall or centered between walls. 4. Contractor shall verify all dimensions and conditions at the job site including but not limited to: soil conditions, and conditions related to the existing utilities and services before commencing work and be responsible for the same. All discrepancies shall be reported to the Architect immediately and prior to submitting a bid. 5. The drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used, subject to review and approval by the Architect and Structural Engineer. 6. The Contractor is to verify the location of all utilities and services to the site prior to beginning any site improvements and shall protect them from damage. The contractor shall bear all expense of repair or replacement of utilities or other property damaged by operations in conjunction with the execution of his work. The contractor will verify and conform to all requirements of all utility companies, unless otherwise noted in the plans and specifications. 7. No materials from the work are to be stock piled on public right -of -ways. All rubbish and debris is to be removed from the site. 8. Adjacent properties, streets and walks are to be protected from damage at all times. 9. The contractor shall take all necessary precautions to ensure the safety of the occupants and workers at all times during the course of the project. 10. Building systems and components not specifically detailed shall be installed, as per minimum manufacturer's recommendations. Notify the Architect of any resulting conflicts. 11. Where devices or items or parts thereof are referred to in singular, it is intended that such shall apply to as many such devices, items, or parts as are required to properly complete the work. 1 2. Install dust barriers and other protection as required to protect installed finishes and facilities. 13. Plumbing, mechanical and electrical drawings, etc. Are supplementary to the architectural drawings. Each contractor shall obtain his /her ancillary permit as req'd. It shall be the responsibility of each contractor to check with the architectural drawings before installation of their work. Any discrepancy between the architectural drawings and the consulting engineer(s) or other supplementary drawings shall be brought to the architect's attention in writing. 14. This project contains glazing that will be subject to federal and local glazing standards and the glazing subcontractor shall be responsible for adherence to these requirements. If the glazing subcontractor finds anything in the documents not in compliance with the standards, he /she shall bring discrepancies to the attention of the architect before proceeding. 1 5. All glazing in hazardous locations, defined by the 2006 IBC, sec. 2406, shall by safety glazing, including but not limited to the safety glazing identified in the construction documents. 1 6. There shall be no exposed pipe, conduits, ducts, vents, etc. All such lines shall be concealed or furred and finished, unless noted as exposed construction on drawings. Offset studs where required, so that finished wall surface will be flush. 17. Contractor shall provide temporary bracing for the structure and structural components until all final connections have been completed in accordance with the plans. 18. Carry all footings to solid, undisturbed original earth. Remove all unsuitable material under footings and slab and replace with concrete or with compacted fill as directed by architect. 19. All wood framing details not shown otherwise shall be constructed to the minimum standards of the IBC. 20. All wood in direct contact with concrete or exposed to weather shall be pressure treated with an approved preservative unless decay resistant heartwood of cedar or redwood is used. Fasteners for pressure treated wood shall be hot dipped galvanized steel, stainless steel, silicon bronze, or copper. 21. Provide fireblocking vertically at ceiling and floor levels and horizontally at intervals not exceeding 10 feet, and as required for concealed spaces under IBC sec. 717.2. 22. Provide galvanic insulation between dissimilar metals. 23. All downspouts and roof drains to be connected to storm sewer by tight line unless (permitted by local jurisdiction) site conditions allow for drywells or surface drainage and unless noted otherwise in construction documents. 24. The contractor and /or the sub - contractors shall apply for, obtain and pay for all required permits and fees except for the building permit. 25. Approved plans shall be kept in a plan box and shall not be used by any workmen. All construction sets shall reflect the same information. The contractor shall also maintain in good condition, one complete set of plans with all revisions, addenda and changes orders on the premises at all times. Said plans are to be under the care of the job superintendent. 26. The contractor shall secure permits required by the fire department prior to building occupation. 27. Construction shall comply with all applicable local and municipal codes, ordinances and standards. In case of any conflict wherein the methods or standards of installation or the materials specified do no equal or exceed the requirements of the laws or ordinances, the laws or ordinances shall govern. 28. Construction hours, per local jurisdiction, are to be observed for all phases of the project. 29. Contractor shall provide for coordination and scheduling of structural tests and special inspections required under section 1 704 of the IBC. See also structural notes. 30. The contractor shall verify all door and window rough - opening dimensions with the door and window manufacturers prior to framing such openings. 31. All required fire assemblies shall bear a label from a recognized agency showing the specific rating as required by code. 32. Electrical rough -in and reflected ceiling plans are for the general information of the contractor. The exact locations of fixtures shall be verified by the contractor. 33. Sound insulate all plumbing walls and additional walls indicated on plans. ?GO8230 • RECEIVED CITY OF TUKWUILA AUG 2 9 ?008 PERMIT CENTER crTy AUG 2 1 2008 PERMIT CENTER PA6E�BEA�1 ARCHITE 910 MARKET STREET KIRKLAND, WA 9803 TEL: 425.827.7850 FAX: 425.827.7014 INF @PA3EANDBEARD.COM U Q DC � W w Z 0 Z J w D 0 w 0 Z 2 co CO T GEN NOTES, MECH, ELEC, PLMB'G NOTES, ADA NOTES SHEET A -0.1 BID SET JOB NO: 07.1 5 DATE: 5/15/2008 REVISIONS: / \ 4/11'1/08 DESIGN REV COMMENTS SECOND- BUILDING B 0 0 0 THIS DOCUMENT REPRESENTS A PROPRIE IARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT" BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING © PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED t ill ARCHITECT GALEN C.PAGE STATE OF WASHINGTON GROUND- BUILDING B 0 2850 2850 SECOND- BUILDING B 0 0 0 GROUND - BUILDING C 2352 0 2352 SECOND - BUILDING C 0 0 0 PROPOSED BUILDING AREAS: (SF) EXISTING PROPOSED NEW TOTAL GROUND- BUILDING A 2690 0 2690 SECOND- BUILDING A 1 340 0 1 340 off Street Parkin , TMC 18«! 1112111111111111 lte 21 21 21 les 19 19 19 2 Way Traffic 37 54" 54 55 65 11 635 9 9<5 41.5" 5..5 52 52 STALL LAYOUTS O Parall P in 40' SIGHT TRIANGLE NEW MOTOR OPERATED CANTILEVERED ROLLING GATE (EGRESS ONLY) 148TH FRONTAGE IMPROVEMENTS. SEE CIVIL PLANS - - ---__ - - -.. NEW FREE - STANDING SIGN W/ GROUND MNTD LIGHTS -SEE ELEC. SIGN IS N.I.C. EXIST CONTOUR LINE, TYP. SEE CIVIL FOR GRADING -- NEW CONTOUR LINE, TYP. SEE CIVIL FOR GRADING --- - TREES @ 30' Q.C. @ TYPE I BUFFER. SEE LANDSCAPE PLANS FOR ACTUAL LAYOUT & ADD REQMNTS - NEW 6' TALL CHAINLINK SECURITY FENCE W/ BLACK VINYL FABRIC, FOLLOWING NEW CURB, TYP. UNO 4" CONC WALKWAY W/ LIGHT BROOM FINISH, TYP. ALT # 1: RAINWATER CISTERNS (3) - - - 4" CONC WALKWAY W/ LIGHT BROOM FINISH, TYP. -- ASSUMED PL BTWN BLDG A & B NEW TYP. 6' TALL CHAINLINK SECURITY FENCE W/ MAN -GATE RELOCATED FLAGPOLE W/ NEW LGHT FIXTURE -SEE ELEC NEW CONC CURB, TYP. -- TREES @ 20' 0.C. @ TYPE II BUFFER; SEE LANDSCAPE PLANS - -- E 24 FIR .00' 1 B UFFER TYPE A 352 cif ft 31° 29' 49" -- PLANTING VEHICLE CIRCULATION AREA -r 1 I T." BUILDING B - NEW VEHICLE STORAGE BUILDING -- 2,150 sq ft (7) STALLS 1.25'// 9.00' 9.00' 9.00' / 9.00' 9.00' (7) STPLLS 20: - . _� BSBI PLANTING BUFFER 21 SF OP E 1 A 230sg k -- — 114.00' 1%50 8. 8.50' / 8.50' / 8.50' / 8 50' 8.50' 8.00' / 8.003 PLANTING 88 SF 1.25' O'` 9.00'1//_ - BUFFER TYPE 1 ._ A. 1 GATE CARPORT 2,690 SF LOT COVERAGE BUILDING A- EXIST OFFICE / SHOP MINOR REMODEL UNDER THIS PERMIT APPLICATION R10.00',' SITE AREA RC; ZONE 48,584 sq ft 18.01' 346 RACKS ( 206 scj 'ft' - ROW PLANTING 172.60' ' 447 SF - - - - - — –` GATE KEYPAD BUFFER 1-1 . - & "KNOX BOX" TYPE A]9]• f . 34N ASPHALT /GRAVEL AREA A: 27,396 sq ft PORTABLE • 347 1,000 sq ft 1 BLDG C- EXIST SHOP NO WORK 2,371 SF LOT COVERAGE 1 MATERIAL STORAGE YARD 1 344. IR7 0 0 1 3.7 0.00' 10 0 BUFFER S. 148TH STREET BUFFEIrjL.P. -- FYPE 11 81.52' 0 II) 174.35' PLANTING 418 SF 24 16' - NEW CONC WALKWAY o W EXTENSION. -- - - - \ Li; EXIST CONC WALKWAYS TO NEW CONC PATIO -SEE ALT # 2 REMAIN `, NEW TYP. 6' TALL CHAINLINK SECURITY AFENCE W/ MAN -GATE . 62.53' ,1 6453' NEW TYP 6' TALL CHAINLINK FENCE ADJACENT ZONE: RC 25.00' 349 . 74.01' PLANTING 72 SF S87 °56'05 "E 254.17' 1 493 DEMO'D DRIVE TO BE REPLACED WITH LANDSCAPING @ THIS AREA - SEE LANDSCAPE DWGS / 110.12' EX 8' TALL CHAINLINK SECURITY FENCE, - TYP. 49.17' u ] REVIEWED FOR CODE COMPLIANCE APPROVED SEP 1 8 2003 City Of Tukwita BUILDING DIVISION_ ;4'7 EXIST LP STORAGE TANK TO REMAIN -- EXIST 8" DIA BOLLARDS TO REMAIN EXIST CONC "ECOLOGY" BLOCKS TO REMAIN - EXIST PORTABLE SHED TO REMAIN NEW MOTOR OPERATED CANTILEVERED ROLLING GATE (WIRELESS REMOTE & PEDESTAL MNTD KEYPAD CONTROLS) 20' WIDE NO PARKING -FIRE LANE" PAINTED ON ASPHALT AS REQ'D BY TUKWILA FIRE o DEPT. - 10' X 30' LOADING BERTH STRIPING AREA OF POSSIBLE FUTURE ADDITIONS TO BE KEPT CLEAR OF ALL NEW U.G UTILITIES, ETC. EXIST 6OKw GENSET, GAS METER & COVERED ENCLOSURE. NEW UNITS -SEE MECH EXIST TRASH & RECYCLE CONTAINER AREA - EXIST STOREFRONT -STAIR ENCLOSURE TO REMAIN. - 1 -HR FIRE RATING OF WALLS WITHIN 5' OF PL TO BE VERIFIED IF /WHEN GARAGE ADDITION PERMIT APPLICATION SUBMITTED. EXIST WALL MNTD LIGHT FIXTURES ON BLDGS A & C TO BE REPLACED W/ NEW SHIELDED HID FIXTURES. SEE ELECTRICAL PLANS. CITY O AUG 2 1 2008 PERMIT CENTER 0 0 v cR 0 0 NOTE: SEE CIVIL, LANDSCAPE, ELECTRICAL & MECHANICAL PLANS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. INFORMATION CONTAINED ON ANY INDIVIDUAL PLAN IS TO BE CONSIDERED CONTAINED IN ALL. SITE PLAN SCALE: 1" = 20' N PROJECT ADDRESS: TAX PARCEL NO.: LEGAL DESCRIPTION: AUTHORITY HAVING JURISDICTION (AHJ): OTHER PERMITS: PRE - APPLICATION #: MUP /ACUP #: OWNER: VALLEY VIEW SEWER (206) 242 -3236 DISTRICT ARCHITECT: PAGE & BEARD (425) 827 -7850 ARCHITECTS: STRUCTURAL DIBBLE ENGINEERS, (425) 828 -4200 ENGINEER: INC CIVIL ENGINEER: PACE ENGINEERS (425) 827 -2014 SURVEYOR: PACE ENGINEERS (425) 827 -2014 ELECTRICAL ENGINEER: AWA ELECTRICAL (425) 775 -1799 CONSULTANTS, INC MECHANICAL Fsi CONSULTING (206) 622 -3321 ENGINEER: ENGINEERS LANDSCAPE LAUCHLIN BETHUNE (425) 432 -9877 ARCHITECT: LANDSCAPE FIRE DISTRICT: CITY OF TUKWILA (206) 575 -4404 WATER DISTRICT: K.C. WD # 1 25 (206) 242 -9547 SEWER DISTRICT: VALLEY VIEW SD (206) 242 -3236 CONSTRUCTION TYPE: EXIST BUILDING A SPRINKLER SYSTEM: FIRE ALARM: STANDPIPE: OCCUPANCY GROUPS: B, S -2 U B, S -2 USE: Public Utility Operations & Yard (18.24.020,33,c; 46) BUILDING CODES: 2006 IBC, 2006 WAC 51 -50, 51-11, 51-13 ENERGY CODE & 2006 WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE COMPLIANCE OPTIONS: (REFER TO ENERGY NOTES ON A -0.0) TOTAL BUILDING A TOTAL BUILDING 13 PROJECT INFORMATION 14816 Military Road So. Tukwila, Washington, 981 68 004100 -0083; 0088; 0089 LOT 4, BLK 2, OF FIRST ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, IN KING COUNTY, WASH; EXC THE EAST 60 FT; EXC THE NORTH 10 FEET RECONVEYED TO KING COUNTY FOR ROAD. CITY OF TUKWILA L08 -004 PRE -07 -021 BUILDING INFORMATION BUILDING B V -B V -B NO NO YES YES NO NO 4030 0 0 2850 EXIST BUILDING C V -B NO YES NO 4030 2850 TOTAL BUILDING C COVERED ENTRY ETC TOTAL BLDG LOT COVERAGE ALLOWABLE BLDG SIZE -NEW BLDG B: PER IBC TABLE 503 GROUP U: 5,500 SF (TABLE 3,000 SF (IBC 406.1.2; 503) OCCUPANCY TYPE EX. BLDG. A: FACTOR (1 / "X" SF) (AREA (SF) OCCUPANCY LOAD GARAGE OFFICE TOTAL OCCUPANCY: NEW BLDG B: GARAGE 200 TOTAL OCCUPANCY: BUILDING SETBACKS: Front: Second front: Side: Rear: BUILDING HEIGHT: Max. allowable height: Additional height: REQ'D LANDSCAPING: Front: Second front: Side: Rear: Parking Lot: 200 1 00 2352 PARKING STALL SIZES: Tukwila Municipal Code Large: 9' & 9.5' X 19 8.5' x 19' 8' x 16' 10' x 30' Medium: Compact: Loading berth (TMC 18.56.060): PARKING REQUIRED: Tukwila Municipal Code Office use: 3/1000 SF Warehousing: 1 /2000 SF Total Parking req'd: Parking Provided: Loading berth(s) req'd: 1 loading berth Bicycle Parking req'd: 1 / 50 stalls; 2 min &O 1160 2870 2850 0 306 SITE & ZONING INFORMATION PROJECT ADDRESS: 14816 Military Road So. Tukwila, Washington, 98168 TAX PARCEL NO: 004100 -0083; 0088; 0089 LEGAL DESCRIPTION: SEE "PROJECT INFORMATION" ABOVE ZONING: RC- Regional Commercial LOT SIZE AND COVERAGE: LOT AREA: ALLOWABLE LOT COVERAGE: N/A NON -PGIS (ROOF AREA): PGIS (ROOF AREA): PGIS (DRIVEWAY, PARKING); NON -PGIS (WALKS, CONC PADS): TOTAL LOT COVERAGE: TOTAL PGIS USE CLASSIFICATION: Public Utility Operations & Yard Tukwila Municipal Code 18.24.080 20 feet 10 feet 10 feet 10 feet No yard is within 50' of LDR, MDR, HDR No yard is within 50' of LDR, MDR, HDR Tukwila Municipal Code 18.24.080 3 stories or 35 feet N/A Tukwila Municipal Code 18.24.080 10 feet: Type 1 10 feet: Type 1 5 feet: Type II No yard is within 50' of LDR, MDR, HDR none No yard is within 50' of LDR, MDR, HDR Per Design Review req'mnts Figure 18 -6 24' 2 -way aisle @ 90 25' 2 -way aisle @ 90 25' 2 -way aisle @ 90 30% max 1 8.24.080 & Figure 1 8 -7 2870 6362 USE 406.1.2 3,000- 100,000 SF CITY RECEIVED AUG 2 9 7008 PERMIT CENTER 2352 306 8198 5.8 28.7 35 14.25 14 48,884 6198 2504 31940 1124 41766 34444 8.61 3.18 12 14 1 2 PACE�B�ARU ARCHITECTS RS. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFOOPAGEANDBEARO.COM 1.11 O • co c n V) co co Q O) co W w L L ( s ) > immi LLI 1 SITE PLAN SHEET A -1.1 BID SET JOB NO: 07.15 DATE: 5/1 5/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SIIALL NOT BE USED ON OTHER PROJLCIS FOR AUDI IIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMEN I IN WRI TING O PAGE & BEARD ARCHITECTS, Ps 5329 REGISTERED ARCHITECT GALEN C.PAGE STATE OF WASHINGTON 16' 8' SHEET LEGEND: 4' 0 NEW INTERIOR PLUMBING WALL: 2X8 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP. EX INTERIOR PARTITION: 2X4 WD STUD WALL, 5/8" GWB BOTH SIDES. ROOFING: STANDING SEAM MET ROOF PER SPEC. EX BLDG A NORTH & SOUTH EXTERIOR WALL: METAL SIDING 0/ STL GIRTS, 2 X FURRING W/ BATT INSUL, 5/8" GWB INSIDE. SEE WALL SECTIONS. EX BLDG A EAST & WEST EXTERIOR WALL: 2X4 WD STUD WALL, SIDING PER ELEVATIONS, 5/8" GWB INTERIOR, W/ BATT INSUL BLDG B EXTERIOR WALL: METAL SIDING PER ELEVATIONS 0/ STL GIRTS W/ BATT INSUL & VB. SEE BLDG SECTIONS. NEW INTERIOR PARTITION: 2X6 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP; OR R -21 BATTS @ WALLS SEPARATING HEATED & NON - HEATED AREAS. NEW INTERIOR PARTITION: 2X4 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP. BLDG A ROOF PLAN SCALE: 1/8" = 1' -0" N 16' 16' A 8 4' � wA i l' #' � EXIST LUNCHROOM NO WORK ENLARGED OFFICE EXIST OPEN OFFICE PATCH GWB, TAPE & SPACKLE 3' EA SIDE OF REPAIR PAINT ENTIRE ROOM EXIST EX F.E. EXIST BREAKROOM EXIST OFFICE NEW 3/4" ACX PLYWD BACKER. MNT OVER EX GWB TO 3 STUDS MIN EXIST STAIR OPEN TO EXIST GARAGE BELOW STAIRWELL wi e 1 ∎t om ®��Ip f — EXIS 1 NEW WALL MNTD STL LADDER TO DI u7Rl97nnr(u onn I ROOF HATCH ABV 4' 0 RELOCATED F.E. EXIST OPEN OFFICE Ir � NEW WOMEN'S TLT/SHWR RELOCATED F.E. NEW MEN'S LOCKER RM 7 BLDG A SECOND FLOOR PLAN gior NEW MEN'S TLT /SHWR I I - 111 1 HP -2 �iP 1 kXLLI ST II STAIRWELL 1 1 G.M. - L- ��".._ - - 1 EXIST ` -y r - NOTE: EXIST FIRE ALARM TO BE UPGRADED AS \ FOYER & IIIIF REQ'D FOR ADDITION OF NEW BUILDING B I \ STAIR -� FURN NEW FURN/ 1 1 HP -SEE NECH EXIST GARAGE SCALE: 1/8" = 1' -0" EX GENSET / k / 1 EXIST EXIST 1 ELEC RM SHOP AREA EX F.E. BLDG A FIRST FLOOR PLAN SCALE: 1/8" = 1' -0" c N N 16' 16' 8 ' 8' 4' 4' EXIST OFFIC REMOVE CARPET I I EX PTO BE PARTITIONS REMOVED 0 NOTE: SEE SHT A -1 .0 FOR GENERAL DEMO NOTES 0 EXIST LUNCHROOM NO WORK STL COL TO REMAIN EXIST OPEN OFFICE REMOVE CARPET EXIST FOYER & STAIR SALVAGE (2) F.E. FOR RELOCATION EXIST OFFICE REM 1 NOTE: SEE SFIT A -1 .0 FOR GENERAL DEMO NOTES EXIST OPEN OFFICE EX EXH SHROUD TO BE REMOVED & REPLACED WITH LARGER SHROUD EX ELEC METER EX EXH SHROUD TO REMAIN & BE USED FOR NEW WH. SEE MECH C2) ELL A RPET EXIS TLT r L - EXIST STORAGE. DEMO URN -2 EXIST ECH ROOIg1 EXIST BREAKROOM REMOVETAFTET FURN- 1 I— -A EXIST STAIrELL 1111 CUT OPENING FOR NEW DOOR 2 APPROX 450 ▪ F IJ `—� QI n - I J EXIST �U I')M TLT RMS. II [D DEMO I -� EX HP SYSTEM TO BE REMOVED AND REPLACED. SEE MECFI DWGS. NEW FRAMED OPN'G THRU ROOF ABV FOR NEW HATCH. SEE STRUC DWGS & DETAILS EXIST STAIR OPEN TO EXIST GARAGE BELOW EX PARTITIONS TO BE REMOVED. SALVAGE DR & FRM. CUT OPENING FOR RELOCATED DOOR EXIST ELEC RM EXIST GARAGE G08 -230 -IP -1 EXIST OFFICE 7 1 EX GAS MTR F — — — DEMO ALL WALLS, FLOORING, CEILINGS, FIXTURES, ELEC /MECH DEVICES ETC UNO. REVIEW ALL OTHER PLANS FOR EXIST WORK TO REMAIN. TEMP SHORE UPPER FLR FRMG PRIOR TO REMOVING BEARING WALLS. SEE STRUC DWGS. EXIST SHOP AREA EX GENSET BOTH EX HP SYSTEMS TO BE REMOVED AND REPLACED. SEE MECH DWGS. 1 BLDG A SECOND FLOOR EXIST / DEMO PLAN SCALE: 1/8" = 1-0" / 1 3 1 , 1 t cUDE CO P PR /Til SEPi82 CitY "11111) O f Tukwila J VJ , , CITY O kJKY1ILA AUG 2 1 2008 PERMIT CENTER ELEC WFI TO BE REMOVED & REPLACED WITH GAS WH. SEE MECH DWGS BLDG A FIRST FLOOR EXIST / DEMO PLAN SCALE: 1/8" = 1-0" N RECEIVED ITY o f TI Ill1M(.A AUG 2 9 VIII. PERMIT CEN f EIS N PAGEdBBAN� 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFOfPAGEANDBEARD.COM U ce w v) w ( - 7 w � w w �z 0 Q W w O A LE: 1/8" J � J o Qz () oo Cp 4 CO O) Ct Q L f a--+ fCY t T CO ~ FLOOR PLANS -BLDG A SHEET A -2.0 1 I 11 1 gply '44F 1 •• uu 1�111111 _11111111111111111111 11111 1111 1 1 11111111111 � 1C Mu im — _ a �- ® - . ' 1 1 NEW ROOF 30" x 36" ACCESS �N` ` Al HATCH CUSTOM CURB "THYCURB" IIIIIIIIIIIHIIIIII CONTRACTOR PROVIDE SECONDARY REQ'D ---- AND TO HATCH "RETRO FLASHING, NEW SUPPORT OR TO FRAMING - -_ illI� -F EQUAL WV T" NEW — AS iI II 1 1 0 1 11I1III 1 1IIII — rr / ROOF EX RIDGE f ' I EX ROOFING ST M E TAL X 11 1 11 111111111111111111 1 1 111 1 1111111111111111111111111 11111111■ 1111 111111 1 111111111 11 1 I 1 11 1 I 1 ' 1 16' 8' SHEET LEGEND: 4' 0 NEW INTERIOR PLUMBING WALL: 2X8 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP. EX INTERIOR PARTITION: 2X4 WD STUD WALL, 5/8" GWB BOTH SIDES. ROOFING: STANDING SEAM MET ROOF PER SPEC. EX BLDG A NORTH & SOUTH EXTERIOR WALL: METAL SIDING 0/ STL GIRTS, 2 X FURRING W/ BATT INSUL, 5/8" GWB INSIDE. SEE WALL SECTIONS. EX BLDG A EAST & WEST EXTERIOR WALL: 2X4 WD STUD WALL, SIDING PER ELEVATIONS, 5/8" GWB INTERIOR, W/ BATT INSUL BLDG B EXTERIOR WALL: METAL SIDING PER ELEVATIONS 0/ STL GIRTS W/ BATT INSUL & VB. SEE BLDG SECTIONS. NEW INTERIOR PARTITION: 2X6 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP; OR R -21 BATTS @ WALLS SEPARATING HEATED & NON - HEATED AREAS. NEW INTERIOR PARTITION: 2X4 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP. BLDG A ROOF PLAN SCALE: 1/8" = 1' -0" N 16' 16' A 8 4' � wA i l' #' � EXIST LUNCHROOM NO WORK ENLARGED OFFICE EXIST OPEN OFFICE PATCH GWB, TAPE & SPACKLE 3' EA SIDE OF REPAIR PAINT ENTIRE ROOM EXIST EX F.E. EXIST BREAKROOM EXIST OFFICE NEW 3/4" ACX PLYWD BACKER. MNT OVER EX GWB TO 3 STUDS MIN EXIST STAIR OPEN TO EXIST GARAGE BELOW STAIRWELL wi e 1 ∎t om ®��Ip f — EXIS 1 NEW WALL MNTD STL LADDER TO DI u7Rl97nnr(u onn I ROOF HATCH ABV 4' 0 RELOCATED F.E. EXIST OPEN OFFICE Ir � NEW WOMEN'S TLT/SHWR RELOCATED F.E. NEW MEN'S LOCKER RM 7 BLDG A SECOND FLOOR PLAN gior NEW MEN'S TLT /SHWR I I - 111 1 HP -2 �iP 1 kXLLI ST II STAIRWELL 1 1 G.M. - L- ��".._ - - 1 EXIST ` -y r - NOTE: EXIST FIRE ALARM TO BE UPGRADED AS \ FOYER & IIIIF REQ'D FOR ADDITION OF NEW BUILDING B I \ STAIR -� FURN NEW FURN/ 1 1 HP -SEE NECH EXIST GARAGE SCALE: 1/8" = 1' -0" EX GENSET / k / 1 EXIST EXIST 1 ELEC RM SHOP AREA EX F.E. BLDG A FIRST FLOOR PLAN SCALE: 1/8" = 1' -0" c N N 16' 16' 8 ' 8' 4' 4' EXIST OFFIC REMOVE CARPET I I EX PTO BE PARTITIONS REMOVED 0 NOTE: SEE SHT A -1 .0 FOR GENERAL DEMO NOTES 0 EXIST LUNCHROOM NO WORK STL COL TO REMAIN EXIST OPEN OFFICE REMOVE CARPET EXIST FOYER & STAIR SALVAGE (2) F.E. FOR RELOCATION EXIST OFFICE REM 1 NOTE: SEE SFIT A -1 .0 FOR GENERAL DEMO NOTES EXIST OPEN OFFICE EX EXH SHROUD TO BE REMOVED & REPLACED WITH LARGER SHROUD EX ELEC METER EX EXH SHROUD TO REMAIN & BE USED FOR NEW WH. SEE MECH C2) ELL A RPET EXIS TLT r L - EXIST STORAGE. DEMO URN -2 EXIST ECH ROOIg1 EXIST BREAKROOM REMOVETAFTET FURN- 1 I— -A EXIST STAIrELL 1111 CUT OPENING FOR NEW DOOR 2 APPROX 450 ▪ F IJ `—� QI n - I J EXIST �U I')M TLT RMS. II [D DEMO I -� EX HP SYSTEM TO BE REMOVED AND REPLACED. SEE MECFI DWGS. NEW FRAMED OPN'G THRU ROOF ABV FOR NEW HATCH. SEE STRUC DWGS & DETAILS EXIST STAIR OPEN TO EXIST GARAGE BELOW EX PARTITIONS TO BE REMOVED. SALVAGE DR & FRM. CUT OPENING FOR RELOCATED DOOR EXIST ELEC RM EXIST GARAGE G08 -230 -IP -1 EXIST OFFICE 7 1 EX GAS MTR F — — — DEMO ALL WALLS, FLOORING, CEILINGS, FIXTURES, ELEC /MECH DEVICES ETC UNO. REVIEW ALL OTHER PLANS FOR EXIST WORK TO REMAIN. TEMP SHORE UPPER FLR FRMG PRIOR TO REMOVING BEARING WALLS. SEE STRUC DWGS. EXIST SHOP AREA EX GENSET BOTH EX HP SYSTEMS TO BE REMOVED AND REPLACED. SEE MECH DWGS. 1 BLDG A SECOND FLOOR EXIST / DEMO PLAN SCALE: 1/8" = 1-0" / 1 3 1 , 1 t cUDE CO P PR /Til SEPi82 CitY "11111) O f Tukwila J VJ , , CITY O kJKY1ILA AUG 2 1 2008 PERMIT CENTER ELEC WFI TO BE REMOVED & REPLACED WITH GAS WH. SEE MECH DWGS BLDG A FIRST FLOOR EXIST / DEMO PLAN SCALE: 1/8" = 1-0" N RECEIVED ITY o f TI Ill1M(.A AUG 2 9 VIII. PERMIT CEN f EIS N PAGEdBBAN� 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFOfPAGEANDBEARD.COM U ce w v) w ( - 7 w � w w �z 0 Q W w O A LE: 1/8" J � J o Qz () oo Cp 4 CO O) Ct Q L f a--+ fCY t T CO ~ FLOOR PLANS -BLDG A SHEET A -2.0 BID SET JOB NO: 07.1 5 DATE: 5/1 5/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCIIIIECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS '10 TFI'S PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PIkioR ARRANGEMENT IN WRITING O PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARCHITECT GALEN C.PAGE STATE OF WASHINGTON 1 1 PATCH, FIN & PAINT TRANSITION 1 - 1 - 5 T7 1 1 t 7 1 /4" NEW 2 X 6 STUD PARTITIONS W/ R -19 BATTS -- RELOCATE EX COAT HOOK BARS II 1 1 1 15 T. I RELOCATE EX F.E. 7 1/4" 10" 1 SALVAGED & RELOCATEd DR & FRAME - RELOCATE EX COAT HOOk BARS 1 r N WALL W/ NEW R -13 BATTS & WR GWB ON TLT RM SIDE 3 1/2" P — I PT DISH' L h— 3 1/2" 6' -3 3/4" NOTE: ALL NEW INT PARTITIONS AND EXIST TLT RM WALLS TO HAVE R -1 3 SOUND BATTS INSTALLED; EXCEPT SHOWER WING WALLS. 0 w a ul ce a a J w 0 w a 0 x 0 I L-\ / TYP 51 SHELF W/ TOWEL HOOKS- I CURTAIN ROD —I (5) LOCKERS PER SPEC 0/ RAISED PLATFORM 7 4' -8 1/2" 3 1/2" 60" DIA ■ II 3 1/2" 1' -11 1/2" 3 1/2" 1- m I N Cr) 1= 5' -1 1/4" N 36 "X48 I;:-''' SOAP DISP >7 3C x 48 3' X 3' MIRROR 51 4' -1 1 " TP DISP TOILET SN DISP GRAB BARS 1 1 !D091 COMPARTMENT PARTITION 2 X 8 PLMBG WALL - - - -` 81/ I L (9) LOCKERS PER SPEC 0/ RAISED P_ATFORM ADA CLR FLR SPACE 71 ZONES, TYP / 1 21'-11 1/2" URINAL OLD -DN SEA COMPARTMENT PARTITION a w 4' -1 1 " — GRAB BARS TP DISP 1 1 \ 5 1 "x62J VERIFY THIS OVERALL DIM AFTER DEMO & REPOR ( TO ARCHITECT CO cn 36" X 48 >- � T 12' -1 7/8" NEW 2 X 6 WD STUDS @ 16" 0.C., 5/8" GWB EA SIDE & R -19 BATTS 3/4" . 60" DIA l - SHELF W/ TOWEL I-100KS CURTAIN ROD 1 L — N (D13) fm 1 1 1 1 SHELF W/ TOWEL HOOKS 51/2" BENCH 0/ PEDESTALS PER SPEC SOAP DISP 5' X 3' 11 MIRROR SOAP \ I L I1 51 "x6, 11 ' -6 " V Ir 1 \ LAV PT DISP — r '-1/4' 0 2 ' SHOWER 51" X6O 0 3 1/2 "�� (012) v I EX POST NEW POST m r NEW FTG- SEE STRUC EX 2 X 4 WALL W/ NEW R -13 BAITS & WR GWB ON TLT RM SIDE AIEW 1)6 ECEIVE CITY R pF TUC,A AUG 2 9 2008 PERMIT CENTER N (NJ m 0 1 CODE COMPLIANCE Ai PPR WO S �` p 18 2893 I . --W 1 Bia,Q,ING DIVISION 23---O RC' VED CITY KIMLA AUG 212008 PERMIT CENTER N -44 ` 44 11,1, \ PACE�BEARD ARCHITECTS RS, 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INF O@ PAGEANDBEARD.GOM H- 0 v v) o- Q w W 0 W Q W J w O >- IlI ct J o Qz 2 CO OD CS) PARTIAL ENLARGED PLANS SHEET A -4.0 BID SET JOB NO: 07.15 DATE: 5/1 5/2008 REVISIONS: ` 1 5" GWB THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY ME ARCFII IECF AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR > I EXCEPT BY PRIOR ARRANGEMEN r IN WRITING E _IH III 0 o • SID 1 a • SID DOID 0 o EII I�ID 0 • 11 iilfl 0 E .�" IDB 0 �1�II h. 0 — E P.LAM2 n n BID SET JOB NO: 07.15 DATE: 5/1 5/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY ME ARCFII IECF AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMEN r IN WRITING CO PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARCHITECT GALEN C,PAGE STATE OF WASHINGTON 0 0 0 0 i o� GWB TRAP COVER, TYP MIRROR ADA SHOWER E WOMEN'S TOILET /SHOWER RM ' SCALE: 3/8" = 1'_0" 0 TRAP COVER TYP V -1 SELF P.LAM 3 10 -9. GWB TRAP COVER, "I V -1 SELF -COVE, TYP P.LAM 2 COVE, TYF MIRROR OPP GWB 0 cn P.LAM 1 0 1- !. TOIL PARTI ET FION SUSP GWB CLG SYSTEM GWB SOFFIT 0/ STAIR STRINGERS �~ SHOWER STALL CURTAIN ROD. CURTAIN NOT SHOWN SHELF W/ TOWEL HOOKS P.T. DISP - STL ANGLE BRACKET, TYP E MEN'S TOILET /LOCKER ROOM SCALE: 3/8" = SUSP GWB CLG SYSTEM COUNTER SUPPORT BRACKET CO 8 1/4 40" 42" 9 " PI S WOMEN'S TOILET /LOCKER RM SHOWER STALL 11 10 VERIFY BENCH HT PRIOR TO CONSTR LOCKER PLATFORM GWB SHELF & HOOKS 11 P.LAM. 2 GWB P.LAM 1 CO SCALE: 3/8" = 42" TP DISP ti 9 .. - BASE PER SCFIED 40" 8 3/8 "k __i_ --BENCH PER SPEC SUSP GWB CLG SYSTEM 5 STL LOCKERS PER SPEC W/ SLOPED TOP GRAB BARS 0 SUSP GWB CLG SYSTEM V-1 SELF COVE, TYP S MEN'S TOILET /SHOWER RM SCALE: 3/8" = 1'-O" SUSP GWB CLG SYSTEM 5 STL LOCKERS PER SPEC W/ SLOPED TOP PAPER TOWEL DISP PER SPEC BENCH PER SPEC COVED BASE PER SCHED SUSP GWB CLG SYSTEM 9 STL LOCKERS PER SPEC W/ END CLOSURE PANELS & SLOPED TOP BENCH PER SPEC r , itt.41 \N V -1 .racJD r a N COVE, SEk GYP 6 Et) SHELF & HOOKS WILIO N MEN'S LOCKER RM SCALE: 3/8" = 1' -O" TOIL ET PARTITION W WOMEN'S TOILET /SHOWER /LOCKER RM E SCALE: 3/8" = P.LAM. 2 0 GWB P.LAM. 2 11 URINAL ( -9. N WOMEN'S TOILET /SHOWER RM 15" 15 IITYP i 15" P.LAM 2 0 RECEIVED CITY OF TUKWILA AUG n 1 AUG L 2008 1 PERMIT CENTER CURTAIN ROD GRAB BARS FOLD DN SEAT 1 ADA SHOWER EXIST , NEW WALL WALL -- SHELF & HOOKS 4 SCALE: 3/8" = P.LAM 1 'EGOS -)3o -- 10 ( J f ,-1 tc} SUSP GWB CLG SYSTEM - SHELF W/ HOOKS O SUSP GWB CLG SYSTEM N MENS SHOWER SCALE: 3/8" = SUSP GWB CLG SYSTEM - LOCKERS PER SPEC — BENCH PER SPEC V 1 SELF COVE, TYP RECEIVED CITY OF TUKWILA AUG 2 9 Mud d PERMIT CENTER W MEN'S TOILET /LOCKER RM SCALE: 3/8" = PAM ARCHITECTS P.S. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO *PAGEANDBEARO,COM U L) w w t9 W Lil z 0 Q W w 0 >- 2 W ce J � J Qz 0 CO 73 I— CU CO co CO I • , CQ INTERIOR ELEVATIONS SHEI" A -5.0 BID SET JOB NO: 07.1 5 DATE: 5/1 5/2008 REVISIONS: THIS DOCUMENT REPRESEN A PROPRIET DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTFIER PROJECTS FOR ADDIFIONS . 10 THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN Wliff .0 PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARCHITECT GALEN C. PAG E STATE OF WASHINGTON BLDG A SECOND FLOOR PLUMBING PLAN SCALE: 1/8" = 1 -0" 1" UNDERGROUND GAS LINE TO BUILDING B BLDG A FIRST FLOOR DOMESTIC WATER AND GAS PLUMBING PLAN SCALE: 1/8" = 1' -0" SH 2 UR -1 LAV -1 WC – C.0 BLDG A FIRST FLOOR PLUMBING DEMO PLAN SCALE: 1/8" = 1' ®0" CO AT WALL 1 1/2" V 2 "VUP BLDG A FIRST FLOOR WASTE & VENT PLUMBING PLAN SCALE: 1/8" = 1' -0" CONSTRUCTIO 3/4" CW UP. CONNECT TO EXISTING CW LINE BELOW 2ND FLOOR. 1/2" HW UP. CONNECT TO EXISTING HW LINE BELOW 2ND FLOOR. ROUTE RELIEF VALVE DRAIN THRU WALL. PROVIDE THERMOSTATIC MIXING VALVE ASSEMBLY IN THIS LOCATION, LEONARD MODEL TM -20E. SET AT 120° LWT. CONNECT TO EXISTING 4" VTR BELOW 2ND FLOOR. REMOVE EXISTING FIXTURE AND ASSOCIATED PIPING. 1> REMOVE EXISTING CW LINE TO 2" AFF AT RISER. CONTRACTOR TO EVALUATE SIZE OF METER AND COORDINATE WITH GAS COMPANY TO INCREASE SIZE IF REQUIRED, NOT USED. REMOVE EXISTING WH. PROVIDE NEW WH -1. INSULATE ALL DOMESTIC HW AND CW PIPING IN HWH ROOM. "> EXISTING SS TO REMAIN. \OTES EXISTING LAV TO REMAIN, EXISTING WC TO REMAIN. CONNECT TO EXISTING 1-1/2" CW RISER AT ENTRANCE TO BUILDING. CONTRACTOR SHALL CONFIRM IF ISOLATION VALVE AND BFP ARE EXISTING. IF SO, CONNECT TO EXISTING. IF NOT, PROVIDE ISOLATION VALVE AND BFP IN RISER. PROVIDE PRESSURE REGULATOR SIZED AT 50 PSI DISCHARGE PRESSURE. 3" CONCENTRIC VENT. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. ROUTE THRU EXISTING WALL PENETRATION. REMOVE EXISTING FAN AND SHROUD. CONNECT TO EXISTING WASTE BELOW SLAB INSIDE BUILDING. CONFIRM INVERT OF EXISTING WASTE PRIOR TO INSTALLATION OF BELOW FLOOR WASTE. ROUTE 1" G ALONG OUTSIDE WALL. DROP BELOW GRADE AS SHOWN, ROUTE TO NEW BUILDING. 1> CONNECT TO EXISTING GAS LINE IF ADEQUATE SIZE. SEE NOTE 11. GAS CONN. TO GENERATOR TO REMAIN. ROUTE GAS TO HP -1, HP -2, WH -1. CONTRACTOR TO SIZE BRANCH LINE TO HEAT PUMPS. 6O8 230 CITY F TUK Auu 2 9 200€ PERMIT CENT /Li/ SEP (c rti 7.31.09 EXPIRES �s CI LJ TY . l.A or, 9 1 ` riNI • • 04.09.08 SIGNED li 1 FSi consulting engineers Seattle, Washington Solutions sac Service II n u IIIIIII111) II PAGE&BEARIII ARCHITECTS P.S. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFWAGEAND6EAAD.GOM PLUMBING PLANS -BLDG A SHEET P -1 .0 BID SET JOB NO: 07.15 PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION BRANCH PIPE SIZE - INCHES DIA REMARKS COLD WATER HOT WATER WASTE VENT LAV -1 LAVATORY 1/2" 1/2" 1 -1/2" 1 -1/4" COUNTER- MOUNTED, AMERICAN STANDARD AQUALYN 0476.028, DELTA MODEL 501 FAUCET UR -1 URINAL 3/4" - 2" 1 -1/2" AMERICAN STANDARD ALLBROOK 6541.132 TOP SPUD, SLOAN ROYAL MODEL 186 -1.0 FLUSH VALVE, 1.0 GPF, JR SMITH MODEL 0637 CARRIER WC -1 WATER CLOSET 1" 4 " 2 ", AMERICAN STANDARD AFWALL 3351.160, SLOAN ROYAL MODEL 111 FLUSH VALVE, 1.6 GPF, JR SMITH 0210 CARRIER, BEMIS 1955C SEAT FD -1 FLOOR DRAIN - - 3"` 1-1/2" JR SMITH 2010 CO FLOOR CLEANOUT - - - - JR SMITH 4020 SH -1 SHOWER 1/2" 1/2" 1 -1/2 " LASCO MN: 1483 -CST VACUUM BREAKER, PRESSURE BALANCING MIXING VALVE SH -2 SHOWER 1/2" 1/2" 2" 1-1/2" LASCO MN: 1363 -BFSC W/ HAND- HELD SHOWER, SLIDE BAR, VACUUM BREAKER, PRESSURE BALANCING MIXING VALVE, GRAB BAR, 3/4" DAM, ADA SHOWER COMPLIANT BID SET JOB NO: 07.15 DATE: 5/1 5/2008 REVISIONS: Q 6/05/08 ADD # 3 BASIS OF DESIGN THROW AT 100 FPM (FT) [1] NC [2] 0 -125 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY . THE ARCH!' f EC AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLE f ION OF THIS PROJECT 8Y OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING J PAGE & BEARD ARCHI rECTS, PS 5329 REGISTERED V IS ti ARCHITECT GALEN C. PAG E STATE OF WASHINGTON SIZING CHART CFM RANGE DIFFUSER NOMINAL NECK SIZE TAP -IN BASIS OF DESIGN THROW AT 100 FPM (FT) [1] NC [2] 0 -125 6" x 6" 8 "0 TITUS MCD 7 <10 125 -225 8" x 8" 8 "0 0 TITUS MCD 9 12 IDENTIFICATION NUMBER WH -1 SERVICE LOCATION BELOW STAIR TYPE [1] ST CAPACITY (GALLONS) 60 LAV -1 ALT. UR -1 ALT. SERVICE CONDITIONS ENTERING LEAVING (DEG F) (DEG F ) 40 140 SCALE: NONE WATER HEATER SCHEDULE RECOVERY CONDITIONS CAPACITY TEMP RISE GAL /HR (DEG F) 279 80 FLEX DUCT, MAX 6' LENGTH MIN EFF [2] 80% ET SCHEDULE NOTES: [1] ST = STORAGE; INS = INSTANTANEOUS [2] MINIMUM EFFICIENCY AS SCHEDULED AND AS REQUIRED BY THE WASHINGTON STATE NON- RESIDENTIAL ENERGY CODE. ET = THERMAL EFFICIENCY 3" 24 GA SHEETMETAL DIFFUSER CAN SQUARE —NECK DIFFUSER L CAPACITY (BTU /HR) 199000 TAP —IN n 4" EQUAL GAS CAN SIZE TO SLIP OVER DIFFUSER NECK INLET PRESSURE PSI 0.5 ELJER # 051 -0124: CONTINGENT ON SUBMITTAL PROVING EQUAL ELJER # 161-1150: CONTINGENT ON SUBMITTAL PROVING EQUAL PERFORATED METAL DIAMOND #341 OR EQUAL, 5/32" DIA HOLES 03/16" WITH 65% OPEN AREA. 22 OR 24 GAUGE COLD ROLLED EQUAL —/ Q_ FLEX DUCT [1] AT ISOTHERMAL CONDITIONS. [2] MAX FOR EACH OCTAVE BAND WITH 10dB ROOM ABSORPTION. LAY —IN CEILING SHOWN, FRAME —MOUNT TO "HARD" CEILINGS SQUARE -NECK SUPPLY DIFFUSER DETAIL BASIS OF DESIGN (MFR, MODEL NO.) BRADFORD- WHITE MODEL EF- 60T -199E pros -23 MP-1.0 CITY OF E T UK ILA AUG 2 9 2008 PERMIT CENTER ti €VVED FOR AP ROVEI, SEP City Of Tukwila CITY 1KWILA AUG 21 2008 PERMIT CENTER II 0 FSi consulting engineers Seattle, Washington Solutions & Service P�;E68EAND ARCHITECTS R, 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.527.7850 FAX: 425,827. ?014 €NFOOPAGEANOBEA ,CO s c 2 0 CO cz CO o c5) cQ LO co SCHEDULES & DETAILS SHEET MP -1.0