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Permit D12-331 - CITY OF TUKWILA - POOL
CITY OF TUKWTILA POOL 4414 S 144 ST D12 -331 Parcel No.: Address: Suite No: Project Name: City of/Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: httn: / /www.TukwilaWA.gov 1523049106 4414 S 144 ST TUKW CITY OF TUKWILA - POOL DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D12 -331 12/13/2012 06/11/2013 Owner: Name: TUKWILA SCHOOL DISTRICT Address: 4640 144TH ST , SEATTLE WA 98168 Contact Person: Name: DAVE ROBINAUGH Address: 5005 THIRD AV S , SEATTLE WA 98134 Contractor: Name: MCKINSTRY ESSENTION INC Address: 5002 SECOND AV S , SEATTLE WA 98134 Contractor License No: MCKINEI942JQ Lender: Name: Address: Phone: 206 - 832 -8352 Phone: 206 - 268 -9800 Expiration Date: 12/09/2013 DESCRIPTION OF WORK: REMOVE AND REPLACE EXISTING POOL LINER AND PERIMETER TILE. INSTALL NEW ADA CHAIR LIFT..UPGRADE ; - LOCKER ROOM INTERIOR AND NATATORIUM LIGHTING. Value of Construction: $299,290.00 Type of Fire Protection: AFA Type of Construction: Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: International Building Code Edition: Occupancy per IBC: $5,155.64 2009 0007 * *continued on next page ** doc: IBC -7/10 D12 -331 Printed: 12 -13 -2012 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: N Number: 0 N Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the p ormance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: (� Z‘21 1 Print Name: 4-vP.A) 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. doc: IBC -7/10 D12 -331 Printed: 12 -13 -2012 '7: All plumbing and gas piping work shall bespected and approved under a separate peissued by the City of Tukwila Building Department (206- 431 - 3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). I9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 13: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2328) 14: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC '104.2) 15: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) ,16: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mrn). (IFC 906.7 and IFC 906.9) 17: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (EEC 906.6) 18: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the ,hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 19: Maintain fire extinguisher coverage throughout. 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. '22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 'doc: IBC -7/10 D12 -331 Printed: 12 -13 -2012 � CITY OF TU LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 3 Building Permit' No. 1 (2.- 3 ( Project No. V.-- ' 5-7 Date Application Accepted: t 0 t Date Application Expires: LA-- t 0 ") 3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 1523049106 Site Address: 4414 South 144th Tenant Name: City of Tukwila PROPERTVOWNER Name: Dave Robinaugh Address: 5005 3rd Ave S Name: City of Tukwila Phone: (206) 832 -8352 Fax: Email: davero @mckinstry.com Address: 4414 South 144th City: Renton State: WA City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Dave Robinaugh Address: 5005 3rd Ave S City: Seattle State: WA zip: 98134 Phone: (206) 832 -8352 Fax: Email: davero @mckinstry.com GENERAL CONTRACTOR INFORMATION Company Name: McKinstry Address: 5005 3rd Ave S City: Seattle State: WA Zip: 98134 Phone: (206) 762 -3311 Fax: Contr Reg No.: MCKINEI942IQ Exp Date: 12/09/2013 Tukwila Business License No.: H:\Applications\Forms- Applications On Line&2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Suite Number: - Floor: New Tenant: ❑ Yes 123 ..No ARCHITECT OF RECORD Name: Company Name: O.R.B Architects Company Name: Architect Name: Geoff Anderson Address: 350 South 38th Ct Suite 210 City: Renton State: WA Zip: 98055 Phone: (425) 226 -3522 Fax: Email: geoffa @orbarchitects.com State: ENGINEER OF RECORD Name: Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095), Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIlk 206 -431 -3670 Valuation of Project (contractor's bid price): $ 299,290 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ 1,745,400 Remove and replace existing pool liner and perimeter tile. Install new ADA Chair Lift. Upgrade locker room interior and natatorium lighting. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m • No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsWorms- Applications On Line \2011 Applications\Permit Application Revised - 8.9.1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Structure New Type of •;" " Construction Per IBC Type of . Occupancy per IBC 1' Floor 14,294 13,929 AA- 2nd Floor 3rd Floor Floors thru Basement 1,460 s1-1 Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m • No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsWorms- Applications On Line \2011 Applications\Permit Application Revised - 8.9.1 I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ER -O_ReAU t ORIZED AGENT: Signature: 1 � �""'� Date: tO /lo) ZoIZ Print Name: Dave Robinaugh Day Telephone: (206) 832 -8352 Mailing Address: 5005 3rd Ave S Seattle WA 98134 City State Zip H:\Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 4 of 4 PUBLIC: WORKS PERMIT INF MATION — 206 - 433 -0179 Scope of Work (please provide detailed information): none Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila m ... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Septic System: ❑ On -site Septic System — For on -sit ❑ .. Highline ...Valley View ❑ .. Renton ...Sewer Availability Provided ❑ .. Renton ❑ .. Seatt septic system, provide 2 copies of a current septic design +roved by King County Health Department. Submitted with Application (mark boxe ❑ ...Civil Plans (Maximum Paper Size — ❑ ...Technical Information Report (Storm Dra ❑ ...Bond ❑ .. Insurance hich apply): ' x 34") e) ❑ .. Geotechnic . i° eport asement(s) ❑ .. Mainten Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ ' ight -of -way Use - Profit for less than 72 hours .. Right -of -way Use — Potential Disturbance cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation .. Work in Flood Zone . Storm Drainage don Septic Tank urb Cut . Pavement Cut .. Looped Fire Line Domestic : ater ❑ ...Permanent Water Meter Size ❑ ...Temporary Water Meter Si ❑ ...Water Only Meter Size.. ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extensi • Public ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑ ...Deduct ter Meter Size Private ❑ Private ❑ FINANCE INFORM ON Fire Line Size at Pr . rty Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Month) Sery a Billin• to: Name: Day Telephone: Mailing ddress: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip HA Applications On Line t2011 Applications\Permit Application Revised - 8- 9.11.docx Revised: August 2011 bh Page 3 of 4 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.TukwilaWA.gov RECEIPT Parcel No.: 1523049106 Permit Number: D12-331 Address: 4414 S 144 ST TUKW Status: PENDING Suite No: Applied Date: 10/10/2012 Applicant: CITY OF TUKWILA - POOL Issue Date: Receipt No.: R12 -03090 Payment Amount: $3,126.40 Initials: JEM Payment Date: 11/13/2012 09:23 AM User ID: 1165 Balance: $0.00 Payee: PARKS ACCT NO. 11263001.1000.107 TRANSACTION LIST: Type Method Descriptio Amount Payment Other Authorization No. ACCOUNT ITEM LIST: Description 3,126.40 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $3,126.40 3,121.90 4.50 finer RAm4int_ff Print■rl• 11- 11 -7n17 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.TukwilaWA.gov RECEIPT Parcel No.: 1523049106 Permit Number: D12-331 ' Address: 4414 S 144 ST TUKW Status: PENDING Suite No: Applied Date: 10/10/2012 Applicant: CITY OF TUKWILA - POOL Issue Date: Receipt No.: R12 -02827 Payment Amount: $2,029.24 Initials: WER Payment Date: 10/10/2012 02:45 PM User ID: 1655 Balance: $3,126.40 Payee: ANDREW GRAY TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 02848P 2,029.24 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 2,029.24 Total: $2,029.24 doc: Receiot -06 Printed: 10 -10 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.:" CITY OF TUKWILA BUILDING DIVISION: 6300 Southcenter Blvd., #100, Tukwila. WA 98188 - .'(206)431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: eii k( Or1oKv1:EL Type of Inspection:.._ %-ztv►r1 Address: LI`i! Li S ►yL s'' Date Called: Special Instructions: Date Wanted) . 3 /a i" / . 3 . a"--ml. . P.m. Requester: Phone No: - ® Approved per applicable codes. Corrections required prior to,approval. COMMENTS: E 4ft2641JC4 L ot4ri^.1h — AtaF>(tc )(3G ?Pe v-; CtLctvl6?tE.ie 1>"►��a COO 11 Pk ON Cr\k' fris, n R INSPECTION FEE REQ IRED. Prior )'o next inspection fee must be_ pair/at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 12- Project: c1 `l Cdr 1-1A k.LJ(i —A Type of Inspection: E nAVR (QF,JC y laT rf; LkJ G Address: L-4$4 c Li S !q`1 Date Called: E IAL Special Instructions: Date Wanted:. a-2-8- i a.m` p.m. Requester: Phone No: „-O 6 -G 'So- Lj 7 Z 5 EiApproved per applicable codes. "E Corrections required prior to approval. COMMENTS: CI) FilAek6FKI 1.1‘ � 1-A/ to d ,l spectdr: Date: n Rk(NSPECTION FEE REQUI ED. Prior to next inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �y. INSPECTION RECORD Retain a copy with permit INSPECTION NO. - . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 _Southcenter Blvd., #100, Tukwila. WA 98188 �. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 b12 4 i Project:_ ; i O ILciJl "LA I Type of Inspection: a Aivt G Address;. ' ' • i4;(-` , • 5 1 q(4 y" ; Date Called: ; . Special Instructions: Date Wanted:. — 7— 22-- (. ,, m. Requester: Phone No: a Approved per applicable codes. Corrections required prior to approval. COMMENTS: NaA 11 t.1. E-; tint Lsms {y1�O CbJ 7 1 c+ Y1 ‘1 t■ c /6 A <- Al et Dt!c SI‘NAC4. cf3 (;?4j rAQS 1.) -6 f Ins' etorf Date: 2 —z2- t� INSPECTION FEE EQUIRED. Pii-ior to next inspection. fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. ' -- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: ri ITLI OF-7ilku3A Type of Inspection: Address: L-1 Li ( 4 S i Lii-I 51 1— Date Called: - .. . Special Instructions: p,r,i 0 r i-t) 1/kr=o4k) 064i 5 560 / Date Wanted: 1 -2. / I 7 ii2- • p.m. Requester: Phone No: .2.0G. C13 0 - i-.1 • approved per applicable codes. Corrections required prior to 7: - COMMENTS: tL)Pext izep4:ts , . ; / 2. 7i.- )7 .1 - -;---/ 1 . RE ( NSPECTION FEE REQ IRED. Prior t next inspeCtion, fee must be Old at 6300 Southcenter B vd.. Suite 100 Call to schedule reinspection.. In vettpr Date: 4.0"...., INSPECTION NUMBER INSPECTION ,RECORD Retain a copy with permit .BIZ - 33 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: Q ` Type of Ins pection: , 'e_ [� vA��kv\Q� V ,LWO, Address: Suite #: 4-1-1 J �.0-,-? Contact Person: Special Instructions: Phone No.: fc:4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: 10,e Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: `; 'VAS) Date: Z1 7415 Hrs.: • $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call.to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Water Recreation Facility Inspection Report 12- 3 s 1 public Health Seattle & King County Business Name ---rt-4t',,.), 1 r 1 rrr L r +-A R e( /9A,4. :- Operator Page of Address ` City, ZIP Phone EHS `i6)06 ' . !Tate )) II. . PR# tr ° v1(.14 5�1i1 lt??Lfo CO* PE* )(,0. Activity Time . m Travel Time m Water Quality Data Time In: Free Chlorine -., Z , S ppm pH -. /n Flow Rate (- y I" gpm 9:Pool ❑ Seasonal ❑ Limited Total Chlorine A n ppm Cyanuric Acid 1 ppm Pressure ❑ Spa G Yearly ,p General Bromine ppm Alkalinity -7n ppm Filter ❑ Sand ❑ DE ❑ Cartridge • Wading gIndoor Supplemental disinfection: ❑ Ozone ❑ UV ■ Temperature if over 95° °F ❑ Spray IS Outdoor Part I: Critical Items Service 1280 Routine 129 • Return 126 ❑ Fld PI Rvw 130❑ Complaint 1330 Illness / Inj. 1340 Permit Inv. 1360 Field Educ. 127 Pre- Operat. iTihe ticri s relate directI to the protection: of the public. These. items must have inrmediats:corr ctics'action. lfiepeated violations may lead'to °enforcement action being initiated or permit suspension or revocation. .Item, Description of Violation ,Correct By Action *.r.Y. M1 r j C r7 ..{ / /,.s 6 1 h, r t, cl •h. , ,is r ' . , IC f ; .�� ? rcrst^ , :, c41 /. i T- !J a: . 44. ) T : i 4 ti f , .. 1 : - e- r _ _. , Jr. , , A .. te /A', <_j Results 01 ❑ Satisfact. 02 ❑ Unsatisfact. 03 ❑ Complete 04 p Incomplete • 1 red, -, 1. ,isa..). J Lr . ...., >7,r./, .f. , r/.. .d. 4�_ 4 .. �. ��. 1- Action 04 ❑ Suspend 07 ❑ Approved 10 III Disapprv'd 26 ❑ FoVup Rq d ❑ Part 2: Rgiv + i.3.i iiiituiz...Ri _-- -L_ - - _. .:.,. Non - Critical Items . The following violations of these items are to be corrected by the next regular inspection or compliance schedule noted. Item Description of Violation Correct By Action 'Pt.:— . — s 1 d, 1-417 ,4,,.__l Mk., Ft„ Sy N2A) /2 R? YAP j '�;. "i ; :. r , 1 1.> .., ., }. i i I et, - • . „ Personnel with CPR Training Certification on -site ❑Yes II No Pump Room Inspected 'R Yes ❑ No ;4- /of ra,,, (".,.+.. ... ,� 1/(„6 (1, r:• 4 t .. v ' C. nd,1,t <-1. .,, r.14a .... ;v,,4— ...ua( f57C' :c Der -+:, i r (4)pel. , . / l- ,l. ,.r_ ( -,o_ - /..-. ,,,_�. + �.,tc ;.r,. , J.r• , .,s3 f 1 /3,-, / . d 47, „ I ,-.-f- .s , .... I Cr'4r. C',,,.0/ w .., , 1) ■l1;./„ose. ?. , Comments: ✓4 <_ / 0. { ? t./T r' ✓\r. �t ,../7 I :", (r - . .. 1 fG 5 L G PM ' �/) � , r , :.«, rn rrl-- r' ifsi I + /71nl;Ft./,t 'V / Based on an inspection this day, the above listed items identify the violations which must be corrected as noted. Failure to comply with this notice may result in immediate suspension of your permit to operate this pool(s). An opportunity for an appeal will be provided if a written request for a hearing is filed with the jurisdic- tional health authority within the period of time established. Note: Filing for appeal does not stay a suspension. Operator / Owner (Printed Name) ,, (Signature) Health Authority ___/ ,— (r I A, (Printed Name) �^ i (Signature + , ....... .._ PH -0088 Front (Rev. 3/06) 1t EXIT DISCHAR 112' MAX TRAVEL DISTANCE f EXIT DISCHARG 544(1X7 TRAVEL DISTANCE FILTER ROOM A1.1 A2.1 NATATORIUM ENTRY ATTENDANT NS- W f,JV , % / /% IIIi� _ O7 1 . I EXIT DISCHARGE X12' MAX TRAVEL DISTANCE 1 / A1.1 A2.1 STORAGE & JANITOR ELEC ROOM REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 1;--31/--t er )-2 e ,may, /v �/ /lam 1)7 • 6 4/,/4 0 / € b & v l - ) G (4-7 /1041- t • EGRESS PATH (EXIT ACCESS) TYP n of new CFL Wall pack to have Emergency Battery Backup Ballast added. Location of existing incandescent downlight to ha Emergency Battery Backup LTR# Ballast added. L HATCH PATTERN INDICATES LIMITS OF� LIGHTING REPLACEMENT BUILDING PLAN 1/8' = 1' -0" pl_01.dwg A1.1 791.1 CORRECTION DIA- 331 GENERAL NOTES 1. REFER TO LARGE SCALE PLANS FOR ADDITIONAL DETAIL. 2. DIMENSIONS SHOWN TO EXISTING FEATURES ARE FOR REFERENCE ONLY -FIELD VERIFY ALL DIMENSIONS. POOL DATA POOL SHAPE POOL SURFACE AREA AREA < 5' DEEP AREA> 5' DEEP DEPTH RANGE = RECTANGLE = 4,838 FP = 3,338 FP = 1,500 FP = 3' -0" - RECEIVED CITY OF TUKWILA DEC 0.6 2012 PERMIT CENTER 1/8" = 1'-0" 8' 4' 0 8' 16' Of Your Building 5006 no - AtlotiE - §- - - - -16790 1E M Si PO 600 24661 FORUM; 07230 SW11E- e040123 31-0734 wamdkeu7.com ^l A ■rei o•r•b architects PROJECT: TUKWILA POOL POOL MODIFICATIONS 4414 SOUTH 144TH TUKWILA, WASHINGTON 98168 REGISTRATION: REVISIONS: 1 11/01 PERMIT CORRECTIONS 2 11/13 PERMIT CORRECTIONS 3 12/3 EMERGENCY EXTERIOR NO. DATE DESCRIPTION McKINSTRY DMSION: ENGINEERING DESIGNED BY: GA DRAWN 8Y: JJ CHECKED 8Y: RC JOB NUMBER: 1207 DATE: 11/01/12 SCALE: AS SHOWN SHEET TITLE: BUILDING PLANS e SHEET NUMBER: / "-FILE COPY REVIEWED FOR CODE COMPLIANCE. APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION EXIT DISCHARGE 112' MAX TRAVEL DISTANCE r EXIT- DISCHARGE- A1.1 P1.1 FILTER ROOM D TANCE 11111111111 A1.1 A2.1 NATATORIUM ENTRY ENDANT MANAGER � AV / / //'/. /III_ _I %% i► 4-0/4wA. EXIT DISCHARGE A1.1 A2.1 STORAGE 8 JANITOR 1 1 ELEC ROOM Tfr' :JQO t- FfrVPrV1 I 1764 i,'- , 5e.e- .41..1C 6,/,s0 5e/4lIt3 py, u4-row, �e 4s ek-e ems? /14 14)a J 112' MAX TRAVEL DISTANCE EGRESS PATH (EXIT ACCESS) TYP •Proposed Egress Lighting (typical 2 locations) AtatmstratmoitM L HATCH PATTERN INDICATES LIMITS OF LIGHTING REPLACEMENT BUILDING PLAN 1/8" = 1' -0" pl_01.dwg GENERAL NOTES n A1,1141.1 1. REFER TO LARGE SCALE PLANS FOR ADDITIONAL DETAIL. 2. DIMENSIONS SHOWN TO EXISTING FEATURES ARE FOR REFERENCE ONLY -FIELD VERIFY ALL DIMENSIONS. POOL DATA POOL SHAPE = RECTANGLE POOL SURFACE AREA = 4,838 FT' AREA < 5' DEEP = 3,338 FT' AREA> 5' DEEP = 1,500 FT' DEPTH RANGE = 3' -0" - 12' -0" Aft Existing Egress Lighting (typical 4 locations) crnrSFTV u tA NOV 2 0 2012 PERMIT CENTR 8' 4' 1/8" = 1' -0" - CORRECTION LTR# 0 8' 16' For Th instry Of Your BuilWIng 5CO3-3RD AMIE -s PO MR 24067 SFIA1t&�00- 9308679 I��: I672o -IE Y�9QI Si PORBMD. OR 972 00.3-301-0231 waaldinst oom FA-11 o•r•b architects PROJECT: TUKWILA POOL POOL MODIFICATIONS 4414 SOUTH 144TH TUKWILA, WASHINGTON 98168 REGISTRATION: GEORRET L um= sun CI VAMPIRE REVISIONS: 1 11/01 PERMIT CORRECTIONS 2 11/13 PERMIT CORRECTIONS NO. DATE DESCRIPTION McKINSTRY DMSION: ENGINEERING DESIGNED BY CA DRAWN BY: JJ CHECKED BY: RC JOB NUMBER: 1207 DATE: 11/01/12 SCALE: AS SHOWN SHEET TITLE: BUILDING PLANS SHEET NUMBER: Calculation Summary Label CalcType Units Avg Max Min Avg /Min Max /Min Pool Deck - Emergency Lighting Illuminance Fc 1.13 6.2 0.3 3.77 20.67 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description 12 F1 SINGLE 20000 0.900 RAP4- 54 /41 /MV /CA 10 F5 SINGLE 25000 0.855 RAP5- 54 /41 /MV /CA 14 F7 SINGLE 10000 0.855 1 1 Q 12 F8 SINGLE 825 1.000 SURE LITES 029 -134 1.44 1 1.6 2.4 V. -75 .4 F7 F7 MH - MR8:518.5 F7 F7 MH - MH.6.516.5 F7 F7 MH -MHL I- 14 F7 F7 MH =4H.2- 1.1 2.2 2.8�� 1 1 _ g i.2 2.1MH+=712 0.9 1.3 1.1 0.7 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.9 1.3 '0.5 0.4 0.5 1.7 2.3 2.0 0.9 1.0 1.8 1.5 0.5 0.7I4 0.3 0.3 0.405 0.8 0.7 0.5 riy 0.4 0.3 b.3 0 3 0.3 0.3 Oi0.4 0.7 2.9 2. 1 0.9 6.2 b.1g0 9 2.1 1.4 MH = 22 MH = 19.5 MH = 18.5 MH = 16.5 MB = 14.5 MH = 0.4 0.4 0.4 0.4 0.4 0.3 b.6 0.5 fl 5= MH = 12 1.1 2.7 1.8 + + 1.2 1.3 0.7 2 1.501 $ MH = �P 1.1 1.6 + + 1.0 1.1 0.6 0.6 0.65 MH = 1.0 0.6 0.5 1.1 6.1 2.7 1 3.02 2.7 QA + + + 3.5 2.2 1.8 1 1 0.5 MH = 12 0.8 0.7 0.4 + + 0.7 0.6 0.5 + + + + + + + + + + + + + + 0.5 0.5 9 1.6 2.6 4.2E 9 0.4 0.4 0.4 0.5 0.7 1.2 2.0 2.2 2.0 1€ 0.6 0.5 b.5 0.80 6 0.8 1.4 2. 9 2. MH = 22 MH = 19.5 MH = 18.5 MH = 16.5 MH = 14.5 MH = 13 MH = 12 0.3 0.3 0.3 0.3 0.3 0.5 3.6 0.6 0.4 0.4 0.4 0.5 0.7 1.5 1.6 1.4 1.0 0.6 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.9 1.7 2.2 _ 3 1.1 as REVIEWED FOR OWE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2012 Mai =88 MMH = 88 PERMIT CENTER For Th instry le Of Your Building SEA1fE: 9205 3120 AMIE 5 PO BOX 24567 52E11E, 1W 96124 1-000 -669 -0723 mmlu : 17021 1E AE6ORT WE 5171E 6 P0f61A1C. OR 97720 50.}311-0774 ...nds.tryoum PR0102: TUKWILA POOL EGRESS PHOTOMETRIC CALCULATION SEATTLE, WA RL12sn4421018 RE1190114 1t,s;rt ; RI DOE DESDIPOON NOT FOR CONSTRUCTION 1k61951121 MOO* OFD Br: C•• ORM Br 061® B7: .a 3 JOB MER oae 1Qi2;m SCALE: SHE' TOM SHUT NUMBER %V l it7i C/ 8-C- -P �' Gfi� �die S [ - Calculation Summary 7 e (// H (N A- `4 _ � � �� �� � � � �/ /A � -4 C / i Avg/Min /Min Bleachers Bleachers Illuminance Fc 32.67 51.6 20.6 1.59 QaS 2.50 Illuminance Fc 38.72 38872 62x1 13n6 Pool Surface Illuminance Fc 30.14 54.9 18.5 1.63 2.97 'eov (..-4'c' k > Luminaire Schedule l/f(/► a /��/Je� /% [ ` Symbol Qty Label Arrangement Total Lamp Lumens LLFf Descr tion 1 - I 10 F2 SINGLE 20000 0.900 RAP4 -5 /41 /MV /CA 4e/( -I-. 1 1 12 F1 SINGLE 25000 0.855 RAP5-54 1 /MV /CA ���"" 1 1 14 F3 SINGLE 10000 0.855 CD 12 F15 SINGLE 825 1.00,0 SURE LITES 029 -134 � , 3 0 ._ �� 5 6 2 .... .... ... .... .... S,.o 50.. .... .., _., _,., .,.. .,., .,.e ..., ,�., ,,., ».. )... ...n .c. .... .•.. _., .,.,, ..., .... Soa n.. }.., ,.., b.o .,., _,.. -... .,., _o.. .e., ._. ,., .... 5... o.o .,.. .... .,_ .,. 6..1 ... .... .... .... .... ... .... .... .... ........ .... .... .... .... .... »., ,,., »....., ,., .,., ,.., .,....., .,., ,,.. »...,.. ,,., ,,.. ,,., ,,.. _,.. .,.. 2 6 . 4 4 8 . 3 4 6.6 °} gg M = 8 LA ggS .. 1... 5,.: ),.. ):., 5,., 5,., ).., 5,., S- , }- .,.. .,.. ..., 1.. 1,.. Sa. 5,., ..., .a.. .,.. ...a .... _..: 1,.o S.. 11i -%tt8 518'.'5 MH - eiti6- 516'.5' 8ii - mil X711 -ilk 2= ' PH M //1 �3b.5 35.1n39 9 35351: 49AH•46,.12 ' ' ' , 4 1 . 6 42.2 4 0 . 9 39.3 3 8 . 7 3 6 . 3 4 . 4 3 5 . 1 37.2 36.5 33.9 33.9 37.4 37.7 33.4 31.7 34.4 35.9 32. -7 -33.2 39.8 45.6 43.335.8 , .4121442 25.,7 31. .2 34.8 34.739. 39.9 37.1 36.61 9 35.1 33.0 34.3 [37..11 36.3 33.3 35.1 .1 35.8 34.9 41 5 3 39.1 38.8 50 7.4 45.5 31.7 47.6 MH = 29.2 35.1 38.5 40.9 37.0 40.4 22 MH = 19.5 MH = 18.5 MH'=,_16. 5 MH = 14.5 MH' = -13 f - • 90.1 *40.2 39.5 37.9 35.7 36.1 36.2 39.5 33.6 35.3 37.1 35.3 - -33.2 35.6 40.01 38.3 33.4 33.7 39.6 40.4 36.T -41.3 54.6 90.1 38.2 36.5 35.0 33.0 31.5 31.4 31.2 30.2 29.5 30.1 30.6 29.8 .28.7 29.8 31.3 30.4' 28.2 28.0 29.9 30.8 31.7 38.2 '52.3 2 0.9 36.9 33.6 31.1 28.9 27.6 26.9 26.6 25.8 25.2 25.3 25.2 29.7 24.2 24.9 24.7 24.2 23.5 33.3 24.1 25.2 27.8 35.5 60•1•60MR 91.1 36.3 31.6 28.9 26.1 24.9 .23.5 *22.7 .22.3 21.6 21.3 20.9 20.7 20.4 20.3 20.2 20.1 .19.9 20.0 20.5 21.8 25.0 33.3 97.0 39.3 34.7 30.1 26.8 24.6 22.8 21.8 21.1 20.6 .19.9 19.5 19.3 19.0 18.8 18.7 18.6 .18.5 .18.5 18.8 .19.9 20.7 24.1 32.2 .47.9 22 41.5 36.4 31.8 28.9 26.0 24.2 23.3 22.7 22.1 21.5 21.2 20.8 20.6 20.3 x^_0.3 20.2; 20.0 .19.8 19.9 20.4 21.6 24.8 32.6 •45,9 41.8 37.6 33.7 30.9 28.5 x_7.0 26.3 26.1 25.5 24.9 25.0 24.9 24.5 24.0 24.2 24.51 24.0 23.2 23.1 23.8 24.8 27.3 39.8 98,2 • 41.2 38.2 35.7 33.8 31.6 30.2 30.3 30.3 29.6 28.9 29.7 30.3 29.4 28.4 29.5 31.1, 30.1 27.8 27.6 29.5 30.2 31.0 37.5 52.2 22 '41.5, 39.4 38.5 36.9 34.7 33.2 34.0 34.7 33.5 32.9 39.8 36.7 39.9 32.9 35.3 39.7 38.0 33.0 33.1 39.0 39.8 35.9 •40.6 59.9.61.0 MH ='12' •' • '” .5 48.0 31.7 60:x, 53:4 34.8 6513 36.4`MT1�{5 55.6 51.7 35.3 • 32.2 :38.3 MH. ' , , ' 33.8 .40.4 43.4 ° 39. 1 54.1 35.5 533.2 ;5 MR._ 0 MH = 34.3. 40.6 43.8 34.3 90'.8 49.2 MFti = 12 56.11 51.8 39.8 i i .55- ii 51.1 33.8 MH 32.4 38.1/ 1[1:2 MH = 31.9 38.6 92.3 55.5 = 12 52. RECEIVED CITY OF TUKW DEC 0 6 2012 PERMIT CENTER .41o1041.5 38.1 50 8 a� 94 28.6 34. 8 38.0 36.9'.-3 -6-. -4 .l 34_0 32.1 32.71 33.3 31.8 33.5 136, 1 35.8 32- :3 33.. -4 3 39.8 33.8 33.0 5.38.9.38.1 _9 i MH = 22 MH = 19.5 ----____MH = 18.5 MH = 16.5 MH = 14.x- ----------------- _ MH = 13 MH =112 25.5 30.8 3 4 . 1 3 4 . 9 3 4 . 9 35.4 35.9 33.9 32.3 32.9 34.2 .3-3-.-6-32_, 4 34_1 37.0 36.2 33_1 - 34:5-39.-5 90.3 3 4 . 1 32.1 37.5 40.3 34-.7 337_41.0 43.9 31.3 13.6 °FF FFaE5 B S FM =88 MNH = 88 ■ Revisions ro Checked By: Date:12 /5/2012 Scale: NTS Natatorium Lighting Upgrades �Xh�gli�<Y:Xi� ABBREVIATIONS & AND • AT L ANGLE AB . ANCHOR BOLT AC - ACOUSTIC N0 AR CONN11GV'IN0 ACB ACC ACA AC005 ACP ACT AV! AD ADD ADDL AF AFC AFF AEG 4GG ALUM ACOUSTICAL CEILING BOARD ACCESSIBLE ASBESTOS CONTAINING MATERIAL ACOUSTICAL ACOUSTICAL CEILING PANG ACOUSTICAL CEILNG TILE AR CONDITIONING UNR AREA DRAIN. ACCESS DOOR AOCENCuM, ADDITIVE ADORIONAL — - - ---- ADJACENT.AOJUSTSLE ACCESS FLOOR ACOUSTICAL FABRIC COVER A30vE FR s0 FLOOR ABOVEFILSH GRADE AGGREGATE ALUMINUM AL. ALTERNATE AN00 ANODIZED AP ACCESS PANEL APC ACOUSTICAL PANEL CEILING A2PD APPROVED APROX APPROXIMATE ay) APT AR011 ASPM AVE A'WF AMP 00E0 ED 3IT ER1AA SLOG 0130) 310 30 301 3CW 3R 3RD B5 BSLR 3PWN BUR CB CEU C0 CD CEA CER CF CF0 CFM CF1 CG CHAN CH00 C CR CJ CIF CLG CLO CU CLIP tau CO COL CONC CCNN CN5T CENT C00R0 CORR CPT CRS CS CT CPA CTSD CT5K CW CJ CN CW CAS CY DEL DEMO DEP DEFT DET.011 OF DFR 0I DIA0 DRAG DIM WO PT DAP D1 [APE DR DAR DR OS DV OW DWG APARTMENT UNIT ARCHITECTURE NUM) ASPHALT AVENUE ACOUSTICAL WALL FABRIC ACOUSTICAL WALL PANEL BATH BARBEQUE BOARD BOTH FACES EIMLIEA einucRous euBDPG BLOCK RNG) BEAM. BENCH MARX 001004 OF BOTTOM BOTTOM OF WALL ERICK. BEDROOM BEATING BACKSPLASN BASEMENT BETWEEN BULTAIP ROOFING EAST EA E0CH EB EXPANSION BOLT EF 1001 FACE. EOMUST FAN EFS EXTERIOR FINISH SYSTEM EFS EXTERIOR INSULATION & 10050 SY5:080 EJ EXPMISON JOINT asst ELECTRIC (ALI EL ELEVATION s ELEVATOR ELEVATION EN ENTRY MAT EN ENAMEL ENG'. ENCLOSURE 000 EDGE OF SLAB EP ELECTRICAL PANEL (BOARD) 02N7 EPDXY PAINT 0PX EPDXY 00 ECUAL. EQUALL1 EQUIP ECURMENT ES EACH SLOE EST ESTIMATE LED) EW EACH WAY 130 ELECTRIC WATERCOCLER EX EXPANSION EXC 00033010 IXi EXNAU5T EXST.(E) EXISTING EXP EXPANSION EXT EXTERIOR FA FED FBO FD PON Fs_C FF FF FF1E FGA 13 FHC FIN FL FLUOR FM FND FAN FO.1:0 FOC FOF 11010 100 CENTERLINE FORA CABINET. CEMENT ASBESTOS BOARD FOs GTCN BASIN FP CE E NTICU5 BACKER UNITS FPRP CENTER TO CENTER FPYM CUP DISPENSER FR CEMENT FRC CERAMIC FRG CUBIC FEET FRP CONTRACTOR FINISHED/CONTRACTOR FRT INSTALLED CUBIC FEU PER MINUTE C0N0UCTIVE FLOOR TIE CORNER GUARD CHANNEL CHALKBOARD CAST IRON CAST IN PACE CONTROL JOINT CHAIN LRK PENCE CEDING CAULKING CLOSET CLEAR(ANCE) CONCRETE MASONRYUNR CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS COORDINATE CORRIDOR CARPET(EDI COURSE (ES) CONCRETE SEALER CERAMIC TIE CERAMIC TILE CORNER SHELF COUNTER CERAMIC TIE CORNER DISH COUNTER SIT( CARL TELEVISION CUBIC 000'10 WATER COMPLETE WITH CAPLLLARY WATER. BARRIER 010(01ARDI51 PENNY NAILS DEEP. DEPTH. DRYER DOUBLE DEMOLITION. DEMOLISH DEPRESSED DEPARTMENT DETAIL DRINKING FOUNTAIN DOUGLAS FIR DUCTILE RON. DEIONLZEO WATER DIAMETER DIAGONAL DIMENSION DIMENSION POINT DISPOSAL DEAD LOAD DAMPFROOFNG DOWN DAMPER DOOR DOWNSPOUT 011100ENT DISHWASHER DRAWING F5 Ft FTG PURR FUT FVC GA GAL 51 G? GC GCALLD GD GF0 GFRC GL GLUTAM CAD GPM GR GRGL GS GSB GSF GSL GVP owe GYP GYP ERG 1) HBw. N C HR HO OEL NOR HOMO HOWR (00 HM HO HOW HP HR HRC Y.RSF Hi HTG 3MAG H0 MAT /AND 0 IE IG N NCL INFO IN501 NT IYJ FS FRO ALARM FIBERBOARD FURNSHEO BY OTHERS FLOOR CRAM FOUNDATION FIRE EXTINGUISHER FIRE EXTNGUSMER & CARNET FACE TO FACE FACTORY FINISH FINISH FLOOR FURNITURE. FIXTURES 3 EQUIPMENT FEEROI000 FRE HYDRANT FROHOS3 CABINET 110150 (ED) FLOOR LNG) FLUORESCENT FACTORY MUTUAL FEMININE NAPKIN DISPOSAL FEMININE NAPKIN VENDOR FACE OF FACE OF CONCRETE OR CMU FACE OF FINISH FURNISHED 01 OWNERTNSTALLEO 81 CONTRACTOR FURNISHED BY OwNER1N5TA1LE0 BY OWNER FACE OF MASONRY FACE OF STUD. FACE OF SUS FREPACE FIREPROOFING FREE== PROOF WALL HYDRANT F130011 ISTIVE FIBER REINFORCED CONCRETE FIBER REINFORCED GYPSUM FIBERGLASS REINFORCED PLASTIC FIRE RETARDANT TREATED FLOOR SINK FOOT, FEET FOOTING FURRING. FJRRED FUTURE F00110 MALL COVERING GAS GAUGE GALLON GALVANIZED GRAB BAR GENERAL CONTRACTOR GLAZED CONCRETE MASONRY UNIT GARBAGE DISPOSAL GROUND FAULT CIRCUIT N140011TOR CLASS FIBER REINFORCED CONCRETE GLA55. GLAZING GLUE-LAMINATED GROUND GALLONS PER MINUTE GRACE GLARE REDUCING GLASS (GLAZING( GALVANIZED STEEL GYPSUM SHEATHING BOARD. GYPSUM SOFFIT 30000 530050000011000)000) SQUARE GYPSUM SHAFT LINER GYPSUM VENEER PLASTER GYPSUM WALL BOARD GYPSUM GYPSUM SHEATHING (0GH HOSE 00 HIGH BUID GIAZ COATING HANDICAP. HOLLOW CORE HOLLOW CLAY TILE HAND DRYER. HAIR DRYER HIGH DENSITY OVERLAID HEADER HARDWOOD HA0300)ME NIGH BRACT WALL COVERING HOLLOW METAL HOLD.OPON HORIZONTAL HYDRO POOL HOUR.MANORAL HOSE .RE1 CABINET HIGH RATE SAND FILTER HEIGHT HEATING HEATNGNENTI ATONIAR CONDITIONING HOT WATER HOT WATER TANK HOT WATER DISPENSER INSIDE CIMENSTON. INSIDE DIAMETER INVERT ELEVATION VISULATEO GLASS INCH INCLUDE co. NG) INFORMATION MUTATED). l(0N) INTERIOR INVERT RON PRE 5E0 JAN JT JST JB KIT KO KO KDF KP KS UM V 18 195.0 LF LG LH LHA LL LMS LPT LRAM LSD LT LTG 103 LWC IMCYI MA5 MAT MAX MB MC MOM MDO MECH MEM3 MET MFR NJN MI5:. ME MFR MIR MH MJ MLD MO MCO MTD M MV (5) NAT N0 NES IOC N0.0 NOM NP NR ARC NSF NTS 0 a0 OA OBS DG 00 OF OFCI 0101 OFF 00 ORD OFNG OPP OR OS 003 TITS PA PAR P3 PEG PC PCD PERE PORP PF P FJ P. PAM RA5 P_YND PAIL P1T POC POL POLY PP PR PRO5T PREFAB PROP PSF PS1 PSL PT PTD PTGMIR PVC PW PW0T PINT JANITOR JOIST JOINT JUNCTION BOX GUAM GT KITCHEN RA KILN DRIED RAD. KNOCK DOWN FRAME RB KNOCKOUT RCP KICKAATE RD KNEE SPACE RC0 REBA LONG. LENGTH. LEFT REC LAMINATE RECP LAVATORY _ _ - _ 3ER LAG BOLT REF POUNDS REF0 LINEN. F00TTFEET REG LENGTH.1000 RSV LEFT HAND REED LEFT HAND REVERSE REOT LOCKER RE55L LIVE LOAD RET LOUD YAWING SJRACE REV LOW POINT RFG LIGHT REFLECTIVE HARCNER RH LOUD SOAP DISPENSER LIGHT RHR LIGHTING 01 L01.3ER RM UGHTNEIGHT CONCRETE RO ROW R35 RSA RR R5 PT "B RV 0001 OVAN011 004RRY TILE RISER. RAMOS, TH'M AN. RESISTANCE RETIJTUI R R RADIUS RIBBER BASE RESILIENT' BASE REFLECTED CEILING PLAN ROOF DRAIN. ROAD ROOF DRAIN OVERFLOW R REINFORCING EAR RECESSED RECEPTACLE RECTANGULAR._ REFERENCE REFRIGERATOR REGISTER REINFORCE (ED, NGI R5CUR03 REQUIREMENT R0_p)ENT RUNNING REVISION ROOFING RIGHT HAND. RELATIVE MNIDITY. ROBE HOCK RIGHT HAND REVERSE RAN LEADER R0011 ROUGH OPENING RIGHT OF WAY ROC & SHELF REMOVE 3 REPLACE RAILROAD ROUGH SRAM RESILIENT TILE RUBBER RANGE VENT ROI WATER LEADER MACHINE MASONRY mATERWL LN 04510 MACHNE BOLT MEOKONE CABINET MEDIAL DENSITY FIBERBOARD ME0IUM DENSITY OVERLAY MECHANICAL MEMBRANE METAL MANUFACTURER 10NIMUM 303001LANE005 AIETM MEZZANINE MANUFACTURER MANHOLE MIRROR MACHINE JOLT MOLDING MASONRY OPENING 10001FlED MOISTURE RESISTANT MOUNTED MULLION 1CROWAVE OVEN NORTH NEW NOT APPLICABLE NATURAL NONCOMBUSTIBLE NON-FROST SUSCEPTIBLE NET FREE VENT AREA NOT IN CONTRACT NUMBER NOMINAL NOT PROVIDED NONRATED NOSE REDUCTION COEFFICIENT NET SQUARE FEU NOT TO SCALE OVER CUT TO OUT OVERALL OBSCURE ON CENTER OUTSIDE OBVENSON. OVERFLOW GRAN OUTSIDE FACE OWNER FURWSH0C00NTRACiOR INSTALLED 01YMER FURNSHECIO'.ANER 11010_00 OFFICE OVERHEAD OVERFLOW ROOF CRAM OPENING OPPOSITE OUTSIDE RADIUS OUTSIDE ORIENTED 51RAND BOARD OPEN TO STRUCTURE PROPERTY LINE POWER PUBLIC ADDRESS PARALLEL PANIC EAR PARTICLEBOARD PRECAST. POINT OF CURVE PAPER CUP DISPENSER PERFORATED PERPENDICULAR PREFABRICATED POINT OP N103000TON PANEL JOINT PLATE PLASTIC LAMINATE PLASTER PLYWOOD PANEL PAINT POINT OF CONNECTION POLISHED POLYETHYLENE POYNFR P01.0 PAR PRECAST PREFABRICATED PROPER'3 POUNDS PER SQUARE FOOT POUNDS PER SOOARE INCH PARALLEL STRAND LUMBER POINT. PRESSURE TREAT (EDT PAPER TOWEL DISPENSER PN 3 WASTE RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE POLYVINYL CHLORIDE PAVEMENT POTABLE WATER. PREFABROAT00 WOOD TRUSS SAN SC SCWO SCO SCHED SCR SD SECT SF SG SH SHT 531 SK SLR 010 SM URIC EAR 300 SOG SOY SP SPEC 30 SR SS SSK S50 SST 5SV ST 510 STD 00 51 S11 STRUR SURF Su02 Sy SV -Y 5'.YR TAM T.TR TB 133 TO TEL TER. TZ 1E_0 TF0 T83 TG THK TKO0 TO TO4 TOC T0F TCM TOP T0S TOW TFO 1PiN TRAV TTH TV TWG TV? L/C V0 UG UL ONF UNO VR UF MFRS SLOPE. SOUTH SANITARY SEWER SOLID CORE SOLID CORE W000 SEAT COVER DISPENSER SCHEDULE SHOWER CURTAIN ROD SOAP DISPENSER. STORM DRAIN. SMOKE DETECTOR SECTION SQUARE FOOT50ET SAFETY GLAZING SHOWER SHEET SHEATHING 004ILAR SINK SEALER SLEEVE SHEET METAL SHOWER MODULE SHOWER MODULE HANDICAPPED SHELFU02 HOLDER SURFACE METAL RACEWAY SANITARY NAPKIN DISPENSER. SANITARY NAPKIN 05205AL SLAB ON GRADE SHUT OFF VALVE STANDPIPE. SOLID PLASTIC SPECIFICATION (0) SQUARE SEABRECESSED SANITARY SEWER. STAINLESS STEEL SERVICE SINK SOLID SURFACE MATERIAL STARLESS 0181 SAND STAIN VARNISH STAN. STONE STREET SOUND TRANS/ S.010N GAPS STANOARO STEEL STORAGE STORE FRONT STRUCTJP)I . SURFACE SUSPENDED SHEETWNYL STAIN S VARNISH STATIC WATER LEVEL SEWER SYMMETRICAL TREAD raffia BAR TOP 3 BOTTOM TOWEL DISPENSER TELEPHONE TERRAZZO TE Y EROSION S SEDIMENTATION CONTROL TENANT 10000ED/O'WNER INSTALLED TONGUE 3 GROOVE TEMPERED GLASS THICK (NESS) TACK ?OARD TOP OF TOP OF BEAM TOP OF CURB. TOP OF CONCRETE TOP OF COLULN TOP OF FOUNDATION TOP OF MASONRY TOP OF PAVEMENT, TOP OF RATE TOP OF SLAB TOP OF WALL TOUT PAPER DISPENSER TOIL-_T PARTITION TRANSPARENT 138E STEEL TOIL -'T TISSUE 3SER TOOTHBRUSH HOLDER 7 ON TEXTILE LYALL COVERING TYPICAL V VAR VAT vCT VLT VENT VERT VEST VG VIN VR VTR 3110 VENT VARIES VINYL ASBESTOS TILE VINYLCOM205R10N TILE VINYL LUXURY TILE VENTLLATOR VERTICAL 00505/10 000130AL GRAIN VINYL VAPOR RETARDER VENT TMROuGH ROOF WNW. WALL COVERING w WATER. WEST. WIDE 3IDT11. WASHER PATH WALL BASE. WASTE BASKET WATER CLOSET. WALL CCVEAWG WOOD WARE FLANGE WARE 51003 WATER HEATER. WALLHIJN'G VoTTAIN WINDOW 4AR0ME53 wATER P WATER PROOF. WORONG POINT WT PROOF LIXNFR WASTE R ETA EA RESISTANT WATER RESISTANT GWEI WEATHER STRIPPING. WATER STOP WAINSCOT WEIGHT TOWATERTANK WALL TO WALL WELDED 1wRE FABRIC X BRACE CROSS BRACE Y0 YARD. YARD CRAN UNDERCUT UNDER COUNTER UNDERGROUND UNDORYNRITERS LABORATORIES UNFINISHED UNLESS NOTED OTHERWISE URINAL ULTRA 0011.ET UNIFORM FEDERAL ACCESSIBILITY STANDARDS SYMBOLS F— UP /DN X I PROJECT NORTH (PLAN REFERENCE ONLY - SEE SURVEY FOR TRUE NORTH) SECTION CUT/ ELEVATION NUMBER OR LETTER SHEET DRAWN SHEET TAKEN DETAIL-NUMBER SHEET DRAWN SHEET TAKEN ELEVATION LETTER SHEET DRAWN SHEET TAKEN DEMO FLAG NOTE WORK FLAG NOTE GRID LINE STAIR OR SLOPE DIRECTION CHAIN LINK FENCE ELEVATION INDICATOR REFER TO INDIVIDUAL DISCIPLINE SHEETS FOR ADDITIONAL SYMBOLS AND ABBREVIATIONS MATERIAL DESIGNATION EXISTING WALLS TO REMAIN WALLS OR ITEMS TO BE REMOVED (DASHED) NEW STUD WALLS ZZZZZZZZ NEW BRICK OR CMU WALLS MIME. CONCRETE EARTH FILL MATERIAL GYPSUM WALLBOARD (LARGE SCALE) CEMENT FIBER BOARD I SIDING (LARGE SCALE) CONTINUOUS BLOCKING NON - CONTINUOUS BLOCKING FILE COPY Permit LtiOW REVIEWED FOR OWE waovE NCE DEC 12 2012 • City of Tukwila BUILDING DIVISION cnywonii&LA NOV 2 0 2012 PERMIT CENTER CORRECTION LTR# P12- inStry le Of Your Building 5006 RD *ME S PO 6071 24667 5E014 WA 66124 lalLem J. 16790 IE WWI ST MUM CO 97200 567- 331-0274 womencitsIrmorn Fral o PROJECT: TUKWILA POOL POOL MODIFICATIONS 4414 SOUTH 144TH TUKWILA, WASHINGTON 98168 400515AT10N: REV61050: 1 11/01 PERMIT CORRECTIONS N0. DATE DESCRIPTION Mc<IN51RY DM510N: ENGINEERING DES10NE0 BY, GA DRAWN 81: JJ CHECKED BY: RC J000 NUMBER: 1207 DATE: 11/01/12 SCALE: AS SHOWN SHEET TITLE: PROJECT DATA FOR "A" & "P" SHEETS SHEET 30M3ER: PD1.1 1--- FIBERGLASS REINFORCED PANELS SCOPE WORK INCLUDES LABOR. MATERIALS AND EQUIPMENT-NECESSARY TO REMOVE EXISTING TILE WALL SURFACING, PREPARE CONCRETE BLOCK SURFACES AND PROVIDE A FIBERGLASS REINFORCED WALL PANEL SYSTEM. MATERIALS A. PANELS: MANUFACTURER: PRODUCT NAME: MATERIAL:- - -- - -- COLORS: TRIM: B. NYLON DRIVE RIVETS C. ADHESIVE & SEALANTS MARLITE OR AS APPROVED SYMMETRIX SCORED (TILE PATTERN), WITH SANI -COAT —090' FIBER REINFORCED- PLASTIC. -CLASS AFIRE- RATING.- AS APPROVED FROM MANUFACTURERS FULL LINE. EXTRUDED PVC, INSIDE & OUTSIDE CORNERS, DIVIDERS & EDGE. AS APPROVED BY PANEL MANUFACTURER AS APPROVED BY PANEL MANUFACTURER. ADHESIVE SHALL BE 'TITEBOND GREEN CHOICE ADVANCED POLYMER' OR SIMILAR, APPROVED FOR INSTALLATION OVER A NON- POROUS SUBSTRATE. SURFACE PREPARATION REMOVE WALL TILE THROUGHOUT ALL AREAS TO RECEIVE WALL PANELS. PREVIOUSLY TILED OR PAINTED MASONRY SURFACES SHALL BE GROUND DOWN TO EXPOSE APPROX 25% OF THE "RAW" BLOCK SURFACE AND TO LEVEL OUT ANY IMPERFECTIONS. EXPOSED RAW SURFACE SHALL SHOW EVENLY THROUGHOUT AREAS OF APPLICATION FOR ADHESIVE BOND AND CURING. TIME OF APPLICATION INSTALL PANELS AFTER FLOOR AND INTEGRAL WALL BASE WORK IS COMPLETE AND ACCEPTED BY OWNER. INSTALLATION A. INSTALL PANELS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. B. INSTALL WITH BOTH ADHESIVE AND NYLON RIVETS. PROTECTION AND CLEANING A. MASKING: MASK AREAS ADJACENT TO PANELS AND PROTECT FROM SMEARING BY THE SEALANT AND ADHESIVE. B. CLEAN WORK AREA AND ALL PANEL AND TRIM SURFACES ON COMPLETION OF WORK. MISCELLANEOUS SPECIALTIES TOILET PARTITIONS (NEW LOCKER ROOM PRIVACY CUBICLES) MANUFACTURER: BOBRICK WASHROOM EQUIPMENT. TYPE: SOLID PHENOLIC. SERIES: 1182 SERIES - OVERHEAD BRACED WITH CURTAIN TRACK; PART #1000375 & PACKET #1000862 PANELS: WIDTH PER DRAWINGS X 58' HIGH. DOORS: NA MATERIAL THICKNESS: STILES: 3/4" PANELS: 1/2' COLOR: PREFINISHED AS SELECTED FROM THE MFR'S STANDARD RANGE OF COLORS. MOISTURE RESISTANCE: ABSOLUTELY WATERPROOF. PANEL SURFACES: HIGH PRESSURE LAMINATE WITH BLACK PHENOLIC EDGES. HARDWARE: STAINLESS STEEL THROUGHOUT. INSTALLATION CONDITIONS: ALL PANELS AND STILES SHALL BE FLOOR, WALL, AND OVERHEAD BRACED. LOCKER ROOM BENCHES (AT NEW PRIVACY CUBICLES) MANUFACTURER: ROBINSON STEEL CO OR APPROVED. ADA BENCH: ADA LOCKER ROOM BENCH WITH BACK SUPPORT (ADAWBACK) COLOR: AS SELECTED FROM MFR'S STANDARDS. SIZE: 48° W X 24" D, BACK SUPPORT 20" H CHANGING: MATERIAL: COLOR: SIZE: MOUNTING: FUTURE BY OWNER, SHOWN DASHED ON PLANS PLASTIC BENCH WITH POWDER COATED ALUMINUM POST PEDESTALS. AS SELECTED FROM MFR'S STANDARDS. 12" W X 18' L X 1 3/8" THICK . LOCATE PER DRAWINGS. FLOOR MOUNT WITH STAINLESS HARDWARE. POOL WALL RECESSED STEPS MOLDED SEMI - RECESSED WHITE CYCOLAC PLASTIC STEPS WITH NON -SKID SURFACE, APPROXIMATELY 16" WIDE X 5' DEEP. PENTAIR CYCOLAC STEP ( #37 -105 SET OF 3) AVAILABLE THRU LINCOLN EQUIPMENT INC. SWIMMING POOL PLASTER AND TILE SCOPE &WORK INCLUDES REMOVAL OF THE EXISTING FIBERGLASS POOL:LINER, UNDERLYING POOL PLASTER AND TILE AND REMOVAL OF TILE AT-POOL PERIMETER. ABOVE AND BELOW WATER LEVEL AS INDICATED. B.NEW WORK INCLUDES SWIMMING POOL PLASTER AND TILE REQUIRED. INCLUDING BUT NOT LIMITED TO A PLASTER LINER FOR CONCRETE SWIMMING POOLS AND RELATED TILE WORK. C.THIS WORK ALSO INCLUDES START -UP AND OPERATION OF THE POOL CIRCULATION, FILTRATION AND CHEMISTRY CONTROL SYSTEMS DURING PLASTERING AND UNTIL ACCEPTANCE BY OWNER. D.DETAILS OF WORKMANSHIP NOT SPECIFIED HEREIN OR-SHOWN ON DRAWINGS- SHALL- COMPLY WITH PUBLISHED NATIONAL PLASTERERS COUNCIL STANDARDS. TILE COUNCIL OF AMERICA OR MANUFACTURER'S REQUIREMENTS QUALITY ASSURANCE &CONTRACTOR SHALL COMPLETELY WARRANT THEIR WORK, LABOR AND MATERIALS, FOR A MINIMUM PERIOD OF THREE YEARS FROM SUBSTANTIAL COMPLETION. POOL PLASTER A.PREPACKAGED, DIAMOND BRITE, 3M COLOR QUARTZ OR CL INDUSTRIES SUNSTONE, ALL WITH BONDING COAT. COLOR AS SELECTED FROM MANUFACTURER S STANDARD SELECTION. B.ALL VARIATIONS FROM THE MANUFACTURER'S SPECIFICATIONS 'SHALL BE OUTLINED AND SUBMITTED FOR APPROVAL PRIOR TO ACCEPTANCE OF THE VARIATION. THIS INCLUDES, BUT IS NOT LIMITED TO PRODUCT HANDLING, PREPARATION PROCEDURES, APPLICATION, AND CURING. POOL TILE A.POOL TILE: MANUFACTURER: TYPE: TILE SIZE: GLAZE: TILE MOUNTING: COLOR: B.DEPTH MARKER TILE: MANUFACTURER TYPE "DAL-TILE OR AS APPROVED. "CERAMIC MOSAIC TILE" 1" X 1" X 1/4" AND AS INDICATED UNGLAZED. EDGE MOUNTING ONLY. AS SELECTED FROM STANDARD COLORS' INLAYS INCORPORATED OR AS APPROVED. 6"X6-X1 /4" SMOOTH FINISH AT VERTICAL SURFACES, NON -SLIP AT HORIZONTAL SURFACES. GRAPHICS TILE COLOR SHALL BE WHITE WITH MANUFACTURER'S TOP PRINT 4" STANDARD BLACK TEXT. RED ON WHITE INO DIVING" SYMBOL TILE SHALL BE PROVIDED AT ALL DECK MARKING LOCATIONS WHERE WATER DEPTH IS LESS THAN 8' -6 ". C.SETTING & GROUTING MATERIALS: MANUFACTURER: "MAPEP OR AS APPROVED. WATERPROOFING MEMBRANE MAPELASTIC AQUA DEFENSE SETTING MATERIAL GRANIRAPID OR KERABOND /KERALASTIC GROUT KERACOLOR S (AS APPROVED) SURFACE PREPARATION A.REMOVE EXISTING FIBERGLASS AND PLASTER POOL LINING: 1. AFTER COMPLETE REMOVAL OF THE FIBERGLASS LINER, THOROUGHLY SOUND THE EXISTING POOL LINING BY TAPPING OR WATER BLASTING TO LOCATE AREAS OF PLASTER THAT HAVE SEPARATED FROM THE CONCRETE SUBSTRATE. 2. REMOVE AND DISPOSE OF EXISTING PLASTER AND TILE THAT HAS SEPARATED FROM THE CONCRETE POOL TANK. 3. REMOVE AND DISPOSE OF PLASTER AND TILE THAT IS CRACKED / CRUMBLING / SOFT OR UNSOUND (TIGHT, HAIRLINE CRACKS THAT DO NOT INDICATE AN UNSOUND CONDITION DO NOT HAVE TO BE REMOVED). 4. KEEP PLASTER, SAND, AND MISCELLANEOUS DEBRIS FROM ENTERING DRAINS. 5. REFER TO HAZ -MAT REPORT PROVIDED BY OWNER B. SCARIFYING OR SANDBLASTING: 1. EXISTING PLASTER SURFACES AND EXPOSED PORTIONS OF THE CONCRETE POOL TANK SUBSTRATE SHALL BE SCARIFIED BY WATER - BLASTING OR SANDBLASTING TO PRODUCE AN ADEQUATE SURFACE PROFILE FOR A MECHANICAL BOND. 2. REMOVE AND DISPOSE OF ALL SAND AND CONCRETE/PLASTER PARTICLES REMAINING FROM THIS OPERATION. C.ACID ETCH: 1. AFTER DEMOLITION, WASH POOL LINING AND CONCRETE SURFACES THOROUGHLY WITH A 10% MURIATIC ACID SOLUTION. 2. NEUTRALIZE THE ACID WASH WITH A TSP AND WATER SOLUTION AND RINSE POOL LINING WITH CLEAN, POTABLE WATER TO REMOVE ALL RESIDUE FROM POOL LINING. 3. COORDINATION WITH CERAMIC TILE: ALLOW CERAMIC TILE OPERATION TO TAKE PLACE AFTER RINSING OF ACID WASH BUT BEFORE ANY PLASTERING OCCURS. SCHEDULE AND COORDINATE WITH CERAMIC TILE WORK TO ALLOW ADEQUATE TIME FOR ACTUAL TILE WORK AND TIME FOR TILE BOND AND GROUTING BEFORE ANY PLASTERING WORK BEGINS. TILE INSTALLATION &GRIND RIDGES OR FILL LOW AREAS TO ACHIEVE AN ACCEPTABLE SURFACE PROFILE FOR TILE INSTALLATION. B.APPLY WATERPROOFING MEMBRANE TO SUBSTRATE AT AREAS OF TILE. DO NOT EXTEND WATERPROOFING APPLICATION BEYOND LIMITS OF TILE WORK. C.APPLY SETTING MATERIAL WHEN WATERPROOFING APPLICATION IS CURED PER 5005 3110 MANUFACTURER'S INSTRUCTIONS. USE A NOTCHED TROWEL AS RECOMMENDED BY THE Ai011[ 9 MANUFACTURER FOR THE SPECIFIC APPLICATION. p0 ECM 24067 D.SET TILE TO TRUE AND EVEN LINES. DO NOT TILE OVER CONSTRUCTION JOINTS. WHERE Sr170& W 1I 14 08124 CONSTRUCTION JOINTS OCCUR AT- TILE - WORK, - PROVIDE FOR A MOVEMENT -JOINT -BETEEN -- - TILES TO RECEIVE SEALANT. MOVEMENT JOINTS SHALL BE A MINIMUM OF Y' WIDE OR A WIDTH TO MATCH THE SUBSTRATE CONSTRUCTION JOINT WIDTH. E.GROUT TILE AFTER SETTING BED HAS CURED ADEQUATELY. CLEAN GROUT FROM TILE SURFACES FOR A HAZE FREE FINISH PRODUCT. PLASTER LINING APPLICATION A.MAKE SURE WATER IS AVAILABLE AND ALL NECESSARY MECHANICAL SYSTEMS ARE IN OPERATION BEFORE STARTING PLASTERING WORK. B. AT AREAS WHERE DEFECTIVE PLASTER HAS BEEN REMOVED, BUILD UP TO THE PREVIOUS OR SURROUNDING SURFACE LEVEL WITH A SCRATCH COAT OF PLASTER INSTALLED OVER THE SUBSTRATE. DAMPEN SUBSTRATE WITH WATER AND PRIME WITH BONDING AGENT PRIOR TO INSTALLING THE SCRATCH COAT. PROVIDE A TIGHT, LEVEL UNIFORM "SCRATCHED" SURFACE FOR SUBSEQUENT APPLICATION OF THE NEW PLASTER POOL LINING. C.POOL PLASTER SHALL BEGIN AND END IN ONE CONTINUOUS OPERATION. PLASTER SHALL BE APPLIED IN ONE (1) OR TWO (2) COATS TO A THICKNESS OF NOT LESS THAN 1/8" NOR MORE THAN 3/8" PER COAT DOUBLING BACK OVER THE FIRST COAT, IF APPLICABLE, AS SOON AS IT HAS SET SUFFICIENTLY TO SUPPORT THE SECOND COAT WITHOUT DISPLACEMENT OR SAGGING. D.AFTER PLASTER IS COMPLETED, ADD METAL -LOK (NOT EFFECTED BY CHLORINE OR BROMINE) TO ENSURE THAT NO CORROSION NO RUST STAINS OCCUR. CURING A.START FILLING WITH WATER IMMEDIATELY AT COMPLETION OF PLASTER WORK IN THE DEEP END. CONTRACTOR TO FILL POOL CONTINUOUSLY WITHOUT INTERRUPTION. B.BEGIN WATER CIRCULATION AND FILTERING AT THIS TIME. POOL CHEMICALS SHOULD ALSO BE ADDED TO WATER AT THIS TIME. C.CURING WATER: RETAIN WATER USED FOR CURING AS POOL SWIMMING WATER, PROVIDED FINISHES ARE BONDED, SMOOTH AND NOT DISCOLORED. DO NOT EMPTY POOL WITHOUT OWNER'S APPROVAL. EQUIPMENT STARTUP AND OPERATION A.THE CONTRACTOR SHALL COORDINATE START -UP OF THE POOL SYSTEMS WITH THE OWNER AND ALLOW THE OWNER SUFFICIENT TIME TO PROVIDE STARTUP OF RELATED EQUIPMENT SUCH AS BOILERS OR OTHER EQUIPMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OPERATING THE CHEMISTRY AND FILTRATION EQUIPMENT FOR A PERIOD OF NOT LESS THAN 14 DAYS AFTER THE POOL IS FILLED. B.DURING THE 14 DAY INITIAL OPERATION PERIOD, THE CONTRACTOR SHALL BRUSH ALL PLASTER SURFACES AT LEAST TWICE A DAY, MONITOR THE WATER QUALITY AND MAKE ADJUSTMENTS AS NECESSARY TO MAINTAIN THE WATER QUALITY TO THE FOLLOWING PARAMETERS: 1. CHLORINE RESIDUAL: 2.0 TO 3.0PPM. 2. TOTAL ALKALINITY: 70 - BOPPM. 3. CALCIUM HARDNESS: 300PPM. 4. PH FACTOR: 7.4 TO 7.6. C.VACUUMING 1. DO NOT VACUUM POOL UNTIL FINISHED WITH THE 14 DAY INITIAL OPERATIONS PERIOD AND PLASTER HAS BEEN FULLY CURED. CLEAN UP CLEAN AREAS IMPACTED / SOILED BY THE DEMOLITION, POOL PLASTER OR MATERIAL PREPARATION, INCLUDING, BUT NOT LIMITED TO CEILINGS, WALLS, WINDOWS. DUCTWORK. LIGHT FIXTURES AND FLOORS. THE POOL AREA SHALL BE DUST -FREE ON COMPLETION OF CLEANING. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION 041rTinitA NOV 2 0 2012 PERMIT CENTER Yinstry le Of our Builling 16700 IE Yt90N ST PCRIW4 OR 07231 705. 331-0271 maarii•q'com Fai • ®• rb architects PROJECT: TUKWILA POOL POOL MODIFICATIONS 4414 SOUTH 144TH TUKWILA, WASHINGTON 98168 A REGISTRATION: REVISIONS: 1 11 /01 PERMIT CORRECTIONS NO. DATE DESCRIPTION McKINSTRY OMSION: ENGINEERING DESIGNED 61': GA DRAWN 8Y: JJ CHECKED BY: RC B UMBER: 1207 JOD.+TE: N 11/01/12 SC4LE: AS SHOWN SHEET TITLE: MATERIAL SPECIFICATIONS FOR "A" AND "P" SHEETS SHEET NUMBER: PD1.2 RCP KEY NOTES 0 REMOVE ACOUSTIC CEILING TILES & GRID THROUGHOUT NATATORIUM. CUT OF ALL ANCHORS FLUSH W/ STRUCTURE & TOUCH UP W/ COLD GALVANIZING PAINT O2 EXISTING LIGHTING MOUNTED IN / ON CEILING GRID TO BE REMOVED I REPLACED PER ELECTRICAL, TYP. WOMEN'S LOCKER ROOM ENTRY WOMEN'S STAFF MANAGER MEN'S LOCKER ROOM FILTER ROOM STORAGE & JANITOR ELEC ROOM NATATORIUM TYP REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION crrFO '1UKV LA NOV 2 0 2012 PERMIT CENTER REFLECTED CEILING PLAN 1/8' = 1' -0" pl_01.Cwg instry fe Of Your Building 52:6 SID ADM S PO 402 24117 9S411E, M 91124 1-000- 019 -17a v.N ✓. 11790 NE MIN ST ROOM. OR W220 103 - 311-0234 o.rb architects PROJECT: TUKWILA POOL POOL MODIFICATIONS 4414 SOUTH 144TH TUKWILA, WASHINGTON 98168 REGISTRATION: REMSTERED ARCCECT fi0E79CT E MESON STATE Or WASNG1 01 REVISIONS: 1 11 /01 PERMIT CORRECTIONS NO. DATE DESCRIPTION McKINSTRY DMSION: DESIGNED BY DRAWN BY CHECKED BY JOB NUMBER DATE: SCALE: SHEET TITLE: RCP ENGINEERING GA JJ RC 1207 11/01/12 AS SHOWN SHEET NUMBER: A1.2 A !I 9,■ UIU ■ U1111,1 j� r _ 14 It LI _um IYi:. PROVIDE MNFR SHELF AT 15' AFF MIN. PER ADA LOW REACH RED'S. TYP. © 36" LOCKERS SHIM W/ SST WASHERS & DRY PACK VOID W/ NON - SHRINK GROUT TO SET LEVEL REMOVE SCREEN WALLS B BENCH W/ MRFS PEDESTALS PER SPEC SST CAP NUT & WASHER DRILL & EPDXY SET SST ALL THREAD W/ DIAMETER PER BENCH MFR (E) CONC SLAB NOTE SHOWN AS STANDARD BENCH FOR TYP. PEDESTAL INSTALLATION. PROVIDE ADA BENCH WHERE SHOWN. C NGING ROOM BENCH 1 it 1/2" = 1' -0" (det- changing room bench.dwg) . 67" ± 67" A2.�A.2.2 — " --1 II I II 11 4 1/2" n I 1 UNBOLT BENCH FROM EMBEDDED POST CUT METAL FRAME AT POST. WELD ON PLATE TO CLOSE OPENING. GRIND ALL EDGES SMOOTH. REPAINT ALL METAL CUT WD BENCH SEAT TO MATCH OPPOSITE SIDE. PREP ENTIRE BENCH & RESEAL (SHOWN WITH NOTES FOR THE MODIFIED BENCH SIZE) LOCKER ROOM BENCH ( 2 1/2" = 1-0' - det- locker room bench.dwg FRP PANEL FRP EDGE TRIM 1/4 SEALANT JOINT (E) CT TO REMAIN TO 4 "3 ABOVE FLOOR (E) CT COVE (E) CT FLOOR FRP WALL BASE 6" = 1' -0" DET -08.dwg A2.219.2 CHIP OUT EMBEDDED POSTS (6 EA) FOR REUSE @ NEW LOCATION O -- �1• — E.. II!i:3_Ii YiI A INTERIOR ELEVATION KEY NOTES O PROVIDE FRP WALL PANELS O NEW PARTITION WALLS FOR CHANGING ROOMS R C /FUTURE TY WOMEN'S LOCKER ROOM INTERIOR ELEVATION 1/4" = 1' -0" 'co C el-int-01.dwg A2..A2.2 REMOVE SCREEN WALLS _—J D WOMEN'S SHOWER INTERIOR ELEVATION 1/4" = V -0" el- int- 01.dwg r;') A2.A2.2 , L7FUTURE ••I REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION 6' = 1' -0" 6' 3" PROVIDE MNFR SHELF AT 15" AFF MIN PER ADA LOW REACH REQ'S. TYP. © 36" LOCKERS D J MEN'S LOCKER ROOM INTERIOR ELEVATION 1/4" = 1' -0" el-int -01.dwg 0 TYP A2.2 A2.2 3" B (E) 4 ± CT BASE ! TO REMAIN, TYP 1' 1 1/2" = 1'-0" C 8" 4" 0 6" A2..1 2.2 D MEN'S SHOWER INTERIOR ELEVATION 1/4" = 1' -0" el- Ind- 01.dwg 1' 2' 1/4" = 1' - 0" A2..1k2.2 3' 2' 1' 0 2' 4' 8' cay TattitA NOV 2 0 2012 PERMIT CENTER instry Ye Of Your Building 500.5 NCO MOSE S PO DX 24!d7 MIELE TA 93124 1823 KA, I{ N), 11700 IE MON ST FORUM OR 41110 533-331 -0234 mredtrairpecen o•r•b architects PROJECT: TUKWILA POOL POOL MODIFICATIONS 4414 SOUTH 144TH TUKWILA, WASHINGTON 98168 REGISTRATION: REWIONS: 1 11 /01 PERMIT CORRECTIONS NO. DATE DESCRIPTION MWNSTRY OMSION: ENGINEERING DESIGNED BY: GA DRAWN 8Y: JJ CHECKED EY: RC JOB NUMBER: 1207 DATE: 11/01/12 SCALE: AS SHOWN SHEET 1115 LOCKER ROOM & SHOWER ELEVATIONS SHEET NUMBER A2.2 1'x1' CT W/ THINSET (REMOVE EXIST) SHALLOW 6 4- DEEP LATICRETE LATASIL SEALANT JOINT & BACKER ROD KERF IN WATER PROOFING ON (E) CONC SURFACE PRIMER PER SEALANT MFR TILE MARKING AT BREAK / JOINT / 1 (E) JOINT 3' = 1-0' DET- 15.dwg P1.1 Pt1 GENERAL NOTES 1. EXISTING DEPTH MARKING GRAPHICS AT PERIMETER DECK TILE ARE TO REMAIN. COORDINATE LOCATIONS OF NO DIVING TILES TO AVOID GRAPHICS 2. PATCH PERIMETER DECK TILE AT GUARD CHAIR. INSERT REMOVALS WITH TILE SALVAGED FROM EDGE TILE REMOVAL AREAS FLOOR PLAN KEY NOTES O DEMO (E) FIBERGLASS & PLASTER LINER. REPLACE W/ NEW PLASTER LINER • CERAMIC TILE MARKINGS, TYP - MATCH (E) LAYOUT ® DASHED LINES INDICATE PREVIOUS CERAMIC TILE MARKING THAT IS NOT BEING REPLACED ADA LIFT. OFCI REMOVE & REPLACE BOTTOM SLAB AT MAIN DRAIN, HYDROSTATIC RELIEF'S & PIPING REPLACEMENT ® REMOVE & REPLACE BOTTOM SLAB AT WATER INLETS & PROVIDE 18'x18' CERAMIC TILE APRON AROUND INLETS. TILE SHALL BE WHITE EXCEPT AT RACING LANE MARKINGS TYP BLEACHERS TYP TYP NEW GU/ REMOVE CHAIR IN RD CHAIR, OFCI REVIOUS ERTS Y�l • (E) CERAMIC TILE AROUND P001. - SEE SECTIONS & DETAILS FOR REPLACEMENTS. SODA BLAST ALL REMAINING TILE TO REMOVE PAINTS & SCALE. RE -GROUT ® REMOVE CERAMIC TILE & INSET 'NO DIVING' TILES, 20 EACH EQ SPACED TO 8' -6" DEPTH ® REPLACE TILE WALL BASE THROUGHOUT NATATORIUM WHERE DAMAGED OR MISSING (FIELD VERIFY_EXTENTS) FILTER ROOM 1 1 SURGE PIT / -30' -0" TYP 0 J L C - -� r LJ C_� r�7T u I I LJ n J L C -- r LJ n J L r LJ nJ -J L C - -� r L' _1- -1_ 1 1 LJ TYP C P1.1 P2.1 T LJ LJ L IC TYP /- 28' -0" REMOVE GUARD CHAIR INSERTS I C -- L® LJ P1.1 P3.1 (E) STARTING BLOCKS. TYP NATATORIUM (E) HYDROSTATIC RELIEFS (REMOVE) TYP TYP P1.1 P3.1 P1.1 P1.1 (E) GUTTER ACCESS HATCH, TYPICAL OF SIX 18' 0' 1' -7" 1 1 P1.1 P2.1 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 • BUILDING DIVISION P1.1 P2.1 3 =1 -0" 6' 3" 0 ENLARGED POOL PLAN / 1 3/16" = 1' -0' pl_01.dwg 3" 1' A1..111.1 3' 2' 1' 0 2' 4' 8' 3/16' =1' -0' G. — crry o Nnv 2 0 2012 PERMIT CENTER instry fe Of Your Building ?I,hIL -NU: SODS 3RD ABU S 15/P0 IE MOII ST PO BOX 24057 P'ORILM OR 87233 SEGUE SW 234 -371 -0 wraarJiotrpmm o.rb architects PROJECT: TUKWILA POOL POOL MODIFICATIONS 4414 SOUTH 144TH TUKWILA, WASHINGTON 98168 REGIS AAUON: 1404 REGISTERED ARCHITECT GEOFFREY E AKERSON STATE K WASHNOWI RE`ASICNS: 1 11 /01 PERMIT CORREC11ONS NO. DATE DESCRIPTION IkKINSTRY DNISION: ENGINEERING DESIGNED B1 CA DRAWN BY: JJ CHECKED BY: RC JOB NUMBER: 1207 DATE: 11/01/12 SCALE: AS SHOWN SHEET TITLE: ENLARGED POOL PLAN SHEET NUMBER: P1.1 44' -0" 3FT 01N 6"x6" NOMINAL DEPTH MARKER TILES WITH 4' TOP PRINT MARKING E =FACE OF DECK SLAB W/ CT DEPTH MARKER TILES 3' = 1' -0" DET- 13.dwg CUT BOTTOM EDGE AS REQ'D TO FIT P2.1 P2.1 O DEPTH MARKER TILES. TYP 3' -0" (3 EA) TYP 38' -0" SECTION @ SHALLOW END A 1/4" = 1' -0" sec_01.dwg P1.1 P2.1 3' -0' 3'-6" ADA CHAIR LIFT 2'-0" (3 EA) MATCH WHITE TILE PATTERN AT RACING LANE TARGET. SEE PHOTO ON THIS SHEET SECTION NOTES O CERAMIC TILE RACING LANE MARKINGS O2 REMOVE (E) FIBERGLASS & PLASTER LINERS (SEE HAZ -MAT) AND PREPARE FOR RE- PLASTER THROUGHOUT ALL SURFACES OF POOL TANK 0 REPLACE (E) RECESSED STEPS - SEE DETAIL O4 (E) LIGHT FIXTURES TO BE INFILLED O DASHED LINES INDICATE PREVIOUS CERAMIC TILE MARKING THAT IS NOT BEING REPLACED t • TILE SAFETY MARKING AT LEDGE 0 DEPTH MARKER TILES TYP © LANE NUMBER TILES TYP TYP 75-0" TYP SECTION @ DEEP END 1/4" = 1' -0" sec_01.dwg B P1,1IP2.1 instry le Of Y•ur Building 'SODS 39D 194)9 k 6 PO B1IN 28124 Si RIlE 01 96224 1-0003 5' -0" P2.1 P3.1 7'-6" 5'-6" 09.6" 2' -0" 12' -0" MAINTAIN AND RESTORE WATER POLO MARKINGS. MATCH PLAN LOCATIONS, TYP. REMOVE & RE -SET (E) FIBERGLASS BULKHEAD AS REQ'D. ALLOW OWNER TO PAINT BULKHEAD WHILE SET ON DECK REVIEWED FOR E COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION 3' =1-0 6" 3' 0 3" WEST WALL SHOWN EAST WALL OPP HAND - SIM SECTION THRU POOL TANK C 1/4" = 1' -0" sec_01.dwg P1.1 .2 1 3' 2' 1' 0 2' 4' 1/4" = 1'- 0" ciTY y ° u� NOV 2 0 2012 PERMIT CENTER 8' 16790 IE VAS= ST POONA OR 97230 503- 331-0274 mundtrabyscre orb PROJECT: OL POOL MODIFICATIONS 4414 SOUTH 144TH TUKWILA, WASHINGTON 98168 .REGISTRATION: REVISIONS. 1 11/01 PERMIT CORRECTIONS NO. DATE DESCRIPTION WRNS-TRY MASON: ENGINEERING DESIGNED BY GA DRAWN B7: JJ CHECKED 8Y: RC JOB NUMBER: 1207 DATE: 11/01/12 SCALE: AS SHOWN SHEET TITLE: GENERAL NOTES AND POOL TANK SECTIONS SHEET NUMBER: P2.1 M _ /1TYP ©TYP 0 O lV TYP 75-0" TYP SECTION @ DEEP END 1/4" = 1' -0" sec_01.dwg B P1,1IP2.1 instry le Of Y•ur Building 'SODS 39D 194)9 k 6 PO B1IN 28124 Si RIlE 01 96224 1-0003 5' -0" P2.1 P3.1 7'-6" 5'-6" 09.6" 2' -0" 12' -0" MAINTAIN AND RESTORE WATER POLO MARKINGS. MATCH PLAN LOCATIONS, TYP. REMOVE & RE -SET (E) FIBERGLASS BULKHEAD AS REQ'D. ALLOW OWNER TO PAINT BULKHEAD WHILE SET ON DECK REVIEWED FOR E COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION 3' =1-0 6" 3' 0 3" WEST WALL SHOWN EAST WALL OPP HAND - SIM SECTION THRU POOL TANK C 1/4" = 1' -0" sec_01.dwg P1.1 .2 1 3' 2' 1' 0 2' 4' 1/4" = 1'- 0" ciTY y ° u� NOV 2 0 2012 PERMIT CENTER 8' 16790 IE VAS= ST POONA OR 97230 503- 331-0274 mundtrabyscre orb PROJECT: OL POOL MODIFICATIONS 4414 SOUTH 144TH TUKWILA, WASHINGTON 98168 .REGISTRATION: REVISIONS. 1 11/01 PERMIT CORRECTIONS NO. DATE DESCRIPTION WRNS-TRY MASON: ENGINEERING DESIGNED BY GA DRAWN B7: JJ CHECKED 8Y: RC JOB NUMBER: 1207 DATE: 11/01/12 SCALE: AS SHOWN SHEET TITLE: GENERAL NOTES AND POOL TANK SECTIONS SHEET NUMBER: P2.1 E W SAWCUT 1" DEEP & CHIP OUT DECK TO MAINTAIN 1" MIN OVERLAY CUT OFF TOP 1" OF DECK DRAIN AND MASK OFF TO HOLD OUT OVERLAY - FORM OR TOOL JOINT IN CONC CONT OVER DRAIN OVERLAY WITH RAPID SET CEMENT ALL OR EQUAL COAT SURFACES W/ SIKA ARMATEC 110 EPOCEM (E) DECK SLAB CORE DRILL AS REQUIRED FOR ACCESS & REMOVE (E) DECK SLAB LIFTER INSERT-SET PLUMB & FLUSH WITH CERAMIC TILE FINISH DRILL 4" DEEP & EPDXY SET #4 HOOK BARS @ EA CORNER OF THICKENED CONC 1:20 MAX SLOPE PER PLAN FACE OF (E) CANTILEVER DECK SLAB OVERLAY SLAB AT ADA LIFTER 3" = 1' -0" DET- 14.dwg 1 "x1" CT W/ THINSET F MATCH EXIST P3.1 P3.1 KERF IN SIM J. WATER PROOFING ON (E) CONC SURFACE P3.1 TILE MARKING REMOVE (E) TILE MARKING & PREP SURFACE FOR TILE 2 3" = 1-0" DET -02.dwg REMOVE EXIST PLASTER FOR TRANSITION OF NEW PLASTER TO MEET -UP FLUSH WITH FACE OF EXIST TILE KERF CUT FULL DEPTH OF EXIST PLASTER A AROUND TILE TO REMAIN EXIST CERAMIC TILE & MORTAR BED OR OTHER 1. FITTING TO REMAIN P1.1 P3.1 PLASTER FINISH BOND COAT ON PREPARED SURFACE TYP PLASTER "KERF -IN" DETAIL 1 3 3t= 1' -0" DET- 01.dwg P1.1, P3.12.3.1 ROUGHEN & COAT SURFACES WI SIKA ARMATEC 110 EPOCEM THICKEN SLAB W/ 4,000 PSI CONC MIX W/ 3 /4" MAX AGGREGATE ELECTRICAL BONDING OF NEW METAL TO EXIST ADA LIFTER INSERT 4 3 "= 1' -0" DET- 12.dwg 7 KERF IN SIM TO P3.1 P3.1 TILE AROUND INLET FLOOR INLET PER MECH P2.1 P3.1 ■MM■I•I1 IIIIIW •MIIW ■/WILIIIIIII,IIIIIII II,III,III,III,III,E• ■1MMIIIOnM•im nUn•0IIn0•N U 0.0•p°M...11111u• _ O__ 1111111•M UIRIIL OV ■ oIuMSfll1u■ MIIMEMINIAMMIIIIIIIIIME IIIIMEMIIMEMMIll ...........u. •••••Mn ■II0E O FLOOR INLET (PLAN VIEW) 3" =1' -0" DET- 10.dwg SAWCUT & REMOVE (E) PLASTER & CONCRETE BOTTOM SLAB PER PLAN PLASTER FINISH 5 P1.1 P3.1 DRILL 4" DEEP & EPDXY SET #4 X 24" BARS @ 15" OC& PLACE #4 @ 15" OC EW ELECTRICAL BONDING OF NEW METAL TO EXIST ROUGHEN & COAT - SURFACES W/ SIKA ARMATEC 110 EPOCEM REPLACE SLAB W/ 4,00 PSI CONC MIX W/ 3 /4" MAX AGGREGATE - MATCH (E) SLAB DEPTH EXCAVATE & DISPOSE OF SOIL, REPLACE WITH PEA GRAVEL - SEE MECH FOR PIPING REPLACEMENT 1/4 " =1' -0" BOTTOM SLAB REPAIR UNDISTURBED SOIL 3 " =1' -0" DET- 11.dwg 3' 2' 1' 0 2' 4' 6 P1.1. P3.11...3.1 P31 B' 8' 4" 1 1/2" = 1' -0" 0 6" NOTE: THIS RIDGE LINE IS LEVEL WITH HIGH POINT OF DECK AT POOL EDGE - SLOPES INDICATED ARE MAXIMUM ALLOWED 4' -0" 6' -0" 4' -0" REPLACE DEPTH MARKING GRAPHIC TO MATCH EXIST MAINTAIN (E ACCESS HA CH PROVIDE NEW TILE AT CONCRETE OVERLAY. MATCH EXISTING. ADA LOADING AREA OVERLAY SLAB W/ MIN SLOPE FOR DRAINAGE ADA LIFTER ADA LIFT 1/4" = (E)PLASTER & CONCRETE WALL PLASTER FINISH P3.1 P3.1 REVISED 10 -17 -12 DET -09R.dwg ADA LIFTER INSERT 7R P1.1 P3.1 REMOVE EXIST STEPS & GROUT SET NEW CYCOLAC SEMI RECESS STEPS, TYP DECK EDGE @ STEPS 1" = 1' -0" DET -05.dwg REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 DRILL 4" DEEP & EPDXY SET #4X10 " BARS 3 PLACES EQ SPACED ROUGHEN & COAT CONC SURFACES W/ SIKA ARMATEC 110 EPOCEM REMOVE RING & MET FORMING SHELL TO 3" BELOW FACE OF CONC FILL W/ NON- METALLIC NON - SHRINK GROUT ELECTRICAL BONDING 0 NEW METAL TO EXIST /7� REMOVE (E) LIGHTING J FIXTURE & WIRE BACK TO J -BOX of Tukwila NG DIVISI %7 POOL LIGHT TYP 3' = 1' -0" DET -04 dwg VGBA DRAIN & SUMP PER MECH REPLACE CONC POOL SHELL AROUND DRAINS PER PLAN HYDROSTATIC RELIEF VALVE PER MECH. 6" MIN CONC ALL AROUND W/ #4 BARS @ 12"OC EW - CONT ALONG PIPING P26 .1P3 1 3' 2 1/4' 1,1 om POOL PERIMETER 10 P2.21.3.1 REMOVE DECK TILES AND INSTALL 6 "X6" NO DIVING MARKER TILES - BALANCE OF REMAINING DECK TILE TO REMAIN REPLACE DECK EDGE AND FACE TILES REPLACE TILE DEPTH AND LANE NUMBERS AT FACE OF DECK EDGE - CUT TILES TO FIT ON AVAILABLE VERTICAL FACE REPLACE WATER LEVEL BULLNOSE TILE, SETTING BED AND 4" WATER LINE TILE WATER LEVEL - ALLOWED VARIATION +0" TO -1/16" TYP KERF -IN OF PLASTER 11 3" = 1' -0" DET -06.dwg 1' 2 CUBIC FEET OF 1" WASHED DRAIN GRAVEL PIPE BEYOND PER MECH P2.1 P3.1 GROUT STEPS SOLID INTO EXIST BLOCKOUTS W/ NON - METALLIC NON - SHRINK GROUT SET NEW CYCOLAC SEMI RECESS STEPS, TYP KERF -IN PLASTER •@ STEPS SIM TO MAIN DRAIN 1 1/2" = 1' -0" 2' 9 NOV 2 02012 PERMIT CENTEil \ RECESSED STEP 3" = DET -03dwg 6" 3" 0 3" P1.1 P3.1 12 3" = 1' -0" DET- 07.dwg 1 " =1' -0" 1' 6" 0 2' P3.1 P3.1 4' instry to Of Your Building 5005 390 5419E S PO BOX 24557 SrATTLL N 98124 1- (00-509 -0221 n.ni�.N✓ 161%0 ME MA931 ST PO9N94 OR 972 503-531-R234 wurrrinhymn .r b architects PROJECT: TUKWILA POOL POOL MODIFICATIONS 4414 SOUTH 144TH TUKWILA, WASHINGTON 98168 REGISTRATION: REVISIONS: 1 11/01 PERMIT CORRECTIONS NO. DATE DESCRIPTION McKINSTRY OMSON: ENGINEERING DESIGNED o.: GA DRAWN BY: JJ CHECKED BY. RC JOB NUMBER: 1207 DATE: 11/01/12 SCALE AS SHOWN SHEET TITLE POOL DETAILS SHEET NUMBER: P3.1 r1 Bradley FILE COPY mit `9o• LENOXLOCKER Lenox Locker - Solid Plastic • Tough, attractive, solid plastic never needs painting; resists dents and scratches • Impervious to moisture — lockers will not rust or delaminate • Made from 30% pre - consumer recycled HDPE plastic • • Durable, vandal resistant all- welded construction Provide additional shelf set at 15" • Wide range of sizes, tiers, colors and options min above floor line to meet ADA • ADA compliant handle operation low reach range Typic lower lockers • 20 -year warranty against rust, delamination or breakage under normal normal usee" * • Lockers ship assembled; optional top, end panel and base assembled at the job site • US Patent Numbers: 6,685,285 — 6,792,661— 6,793,299 — 7,029,078 — 7,223,317 — 7,278,695 — 7,510,249 — 7,699,412 — 7,789,471— 8,113,602 • Other Patents Pending Construction - Standard Features Sizes Standard Sizes: Nominal 15", 18' 12 ",15', 8I 21', 24" 24', 36', 48 °, 60' Tiers Wide Deep Tall See Table Tiers Actual Locker Height 1 2 36 ea 324ea 4 5 6 24 '1Ae" 361/2" 48 %2" 60" 72" X X X X X X X X X X X X X X X X X X X X Doors and Frames Constructed of'/' thick High Density Polyethylene (HDPE) with homogeneous color and a matte finish texture. Dirt or graffiti are easily removed with standard industrial cleaners. Frames are welded to locker box to provide a secure, rigid assembly. Doors have ventilation slots. Sides, Tops, Bottoms, Dividers and Shelves Constructed of fie° thick white HDPE with a smooth finish. Sides and back of box are formed from a single sheet of HDPE with fused corners. Top, bottom and dividers are welded to frame without metal fasteners or dovetail joints. Shelves, provided in one -tier lockers only, are slid into corresponding grooves in sides and back. Shelves are located 12" from locker top. Gussets, standard in one -tier lockers only, provide added support for the box. Latch Bar Full- length latch bar is constructed of /" thick High Density Polyethylene (HDPE) with a matte finish texture. Runs entire length of door, providing a continuous security latching system. Latch lifts up to open and returns to closed position after door is closed. Latch bar is secured to locker door with stainless steel security torx -head shoulder screws. Normal use further defined as lockers installed in a climate - controlled environment, away from direct sunlight. . tDove Stone locker will have white hinge and handle. Starry Night locker will have black hinge and handle. Lenox Lockers Document No. 9825 Pagel of 7 This information is subject to change without notice. 4/4/2012 See interior elevations for stack configurations Hinge Heavy -duty, full- length piano hinge is constructed of 18 gauge, type 304 stainless steel. Hinge wraps around edges of the door and the frame and is secured with stainless steel security torx -head screws. Hinge is powder coated to match locker colors and is field replaceable. Handle Constructed of injection molded plastic. Ergonomically designed handle is ADA compliant — operates with less than 5 lbs. of force. Handle is secured through latch bar to door with stainless steel security torx -head screws. Hasp Constructed of 12 gauge stainless steel. Accepts standard padlocks with 342' diameter (nominal). (Long shackle padlocks should not be used.) Secured to door behind latch bar with stainless steel screws. Coat Hook Double hook constructed of black polycarbonate. Furnished in 36 ", 48', 60' and 72' one -tier and 60" and 72" two -tier lockers only. Hook hangs centered under shelves in one -tier and under locker top in two -tier lockers. Secured to shelves and tops with stainless steel screws. Wood bases are not recommended. CITYISMIIA Plnii 2 0 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City ofTukwila BUILDING DIVISION © 2012 Bradley P.O. Box 309, Menomonee Falls, WI 53052 -0309 Phone: 800.BRADLEY (800.272.3539) Fax: 262.251.5817 bradleycorp.com D CORRECTION LTR #. Bradley afay, " i R� LNOXLOCKER ua�+at�srv►. ° Lenox' L i't±ker - Solid Plastic Construction - Optional Features Coin Return Lock Slope Top Model LENOXSLOPETOP Standard hasp is replaced with Safe -O -Mat coin lock located inside the locker door. P p — Locks are available in $0.25, token, Euro or Canadian Loonie denominations. User Constructed of a 1" thick HDPE backplate (color may vary) and a 1/s' thick colored HDPE inserts coin to secure locker with key. When locker door is opened with key, coin slope top panel. Provides a finished look and prevents accumulation of dust and storage is returned. Number tags for keys are not included. Tokens, master keys and extra of items on top of lockers. Back plate secures to wall first, then panel is secured through cylinders ordered separately. the locker top from the inside 7 no exposed fasteners. Standard slope is 10 °. Available in single locker size or in 24', 30', 36', 45' and 72' lengths. All necessary hardware C To ensure proper operation, please specify the type of coinage that will be used included. in these locks. US and Canadian coinage will only work with their respective lock configurations. Coin Retain Lock ? $.50 (2 quarters) Standard hasp is replaced with Safe -O -Mat model coin lock located inside the locker door. Locks are available in $0.25, $0.50 one token, euro or Canadian loonie or two token, euro or Canadian loonie denominations. User inserts coin to secure locker with key. When locker door is opened with key, coin is retained in collection box secured with a master key. Number tags for keys are not included. Tokens, master keys and extra cylinders ordered separately. Flat Top — Model LENOXFLATTOP Constructed of 11/" thick HDPE with homogeneous color and a matte finish texture. Provides a finished look on top of lockers. Available in single locker size or in 24', 30 ", 36 ", 45', 54" and 72" lengths. Hardware not included. Base — Model LENOXBASE Constructed of 1' thick HDPE with homogeneous color and a matte finish texture. Base can be between 3' and 8' tall and set back 3' from locker front to provide toe clearance. Notched end caps provide ease of installation. Installation hardware, including screws, anchors, L- brackets and mending plates are included. Number Plates Constructed of black aluminum with silver numbers. Number plates are secured with grooved rivets into a recessed pocket cut into the door. Plates must be fastened to lockers on the job by installer. fol To ensure proper operation, please specify the type of coinage that will be used in these locks. US and Canadian coinage will only work with their respective lock configurations. End Panels — Model LENOXENDPANEL Constructed of W thick HDPE with homogeneous color and a matte finish texture. End panels cover white locker sides on exposed ends and are available in flat or slope top styles and in single or double (back- to-back) configurations. When properly installed, the lop edge of the end panel is exposed, sitting flush with the finished locker top. All necessary hardware included. Standard locker doors are machined with cross -hatch pattern to provide ventilation for locker contents. Mirror 4' x 6' Acrylic Mirror with double -sided adhesive tape. Assembled at the job site for placement flexibility. Built -In Key Lock Standard hasp is replaced with Master Lock key lock. All locks are master keyed and include two user keys for each lock. Key can only be removed from lock in locked position. Master keys ordered separately. Built -In Combination Lock Standard hasp is replaced with Master Lock combination 'lock. All locks are keyed to one master key (included) and come pre - programmed with live separate combinations. Master keys ordered separately. Keypad Lock Starldard;hasp s.replaced�with;a.Safe =09Mat model keypad lock located on the front of the locckei.door.EUser.enters PIN1on keypad and turns bolt knob to locked position to Sec frelock er :Sam ePl� N 's enterer:), c topped locker. .;1 *,' t.)�4 A Combination Padlock Master Lock 11525 combination padlock fits into standard hasp. Double reinforced construction with stainless steel outer case and cold - rolled steel inner case adds strength and durability. Nickel- plated hardened steel shackle resists rust. Pocket Lock Standard Hasp is replaced with a pocket lock located on the front of the locker door. Any locker not in use can be claimed and secured by simply "docking" in the portable locking device. Entirely self- contained, with lock cylinder and key housed within a hinged "pocket." Master keys ordered separately. Not recommended for high vandal applications. Wall Hooks Constructed of black powder - coated cast zinc. 1 -3 hooks can be secured to each tier with this option. Please specify location. Coat Rod Constructed of schedule 40 PVC -1120. Rod is mounted with plastic pole sockets and stainless steel screws. Available in lockers 18" deep and larger. Fillers - Model LENOXFILLER Constructed of 1/i thick HDPE secured to Ya' thick HDPE angle bracket. Filler is attached through the inside of an end or corner locker to till gaps between lockers and a wall or another locker in a corner. Available in colors to match lockers 60' or 72' tall, 6', 12", 15' and 18' wide. All necessary hardware included. Logos • Handicap or a custom logo is machined into the locker door. Custom logo artwork must be provided to Bradley in one of the following formats "DXF ", "DWG ", "IGES" or "SAT ". Font and the size of the logo are also needed. Handicap logos are available in standard hasp only. r I N�'�Viesli Dohs, please use standard louvered doors. Can we have hooks! in the lockers too? Please include sev rat Master keys too (4) t.li;G.rAui wry Drain Holes Slots are placed in the bottom of the locker (one -tier only) for drainage of water after hose down. (Slots will be evenly spaced in center unless specified otherwise.) Lenox Lockers Document No. 9825 Page 2 of 7 This information is subject to change without notice. 4/4/2012 • r © 2012 Bradley P.O. Box 309, Menomonee Falls, WI 53052 -0309 Phone: 800.BRADLEY (800.272.3539) Fax: 262.251.5817 bradleycorp.com Bradley LENOXLOCKER Lenox Locker - Solid Plastic A A C = 12 ",15" 18" 21", or 24" 15" or 18" one -tier two -tier three -tier four -tier five -tier six -tier Section A -A Lenox Lockers Document No. 9825 Section B -B Page 3 of 7 This information is subject to change without notice. 4/4/2012 Optional Slope Top 10° } Optional Base Dim. A = 3', 4 ", 5', 6 ", 7" or 8" © 2012 Bradley P.O. Box 309, Menomonee Falls, WI 53052 -0309 Phone: 800.BRADLEY (800.272.3539) Fax: 262.251.5817 bradleycorp.com Bradley LENOXLOCKER Lenox Locker - Solid Plastic Model Description IA LENOXLOCKER Solid Plastic Locker Required Selections (Must select one from each category) Locker Width (select one): ® 12 -WIDTH 12" Wide Locker ❑ 15 -WIDTH 15' Wide Locker ❑ 18 -WIDTH 18" Wide Locker Locker Depth (select one): ❑ 12 -DEPTH 12" Deep Locker ❑ 15 -DEPTH 15" Deep Locker RI 18 -DEPTH 18" Deep Locker ❑ 21 -DEPTH 21" Deep Locker ❑ 24 -DEPTH 24° Deep Locker Locker Height (select one): ❑ 24 -HGT 24" High Locker (Nom. Height) ❑ 36 -HGT 36" High Locker (Nom. Height) ❑ 48 -HGT 48" High Locker (Nom. Height) ❑ 60 -HGT 60" High Locker 14 72 -HGT 72" High Locker Locker Tiers (select one): ❑ 1TIER One -Tier Locker j 2TIER 36 EA Two -Tier Locker p 3TIER 24 EA Three -Tier Locker ❑ 4TIER Four -Tier Locker ❑ 5TIER Five -Tier Locker ❑ 6TIER Six -Tier Locker Note: See Chart on Page 1 for availability. Locker Color' (select one): , <____ ? ❑ Beige ❑ Hunter Green ❑ Black ❑ Linen . ❑ Bronze ❑ Moss ❑ Burgundy ❑ Red ❑ Buttermilk ❑ 'Sky Blue ❑ Canyon Granite ❑ Starry Nightt ❑ Charcoal Gray ❑ Toffee X Deep Blue ❑ White ❑ Desert Stone ❑ 100% Post - Consumer Charcoal Gray ** ❑ Dove Stonet ❑ 100% Post - Consumer Toffee ** ❑ Gray ❑ 100% Pre - Consumer Black Locker Door (select one): iX Std -Door Standard Door — Louvered Vented ❑ Mesh -Door Vented Mesh Door Lenox Lockers Document No. 9825 Page 4 of 7 This information is subject to change without notice. 4/4/2012 Optional Selections Locker Lock Type: ❑ STD - HASP -LOCK Standard Hasp Lock ® KEY -LOCK ' Built -in Key Lock ❑ COMBINATION Built -in Combination Lock RI COIN -LOCK Coin Operated Lock NOTE: To ensure proper operation, please specify the type of coinage with your distributor. US and Canadian coinage will only work with their respective lock configurations. ❑ 25- COLLECT $0.25 Coin Collect Lock E_— ? iX 50- COLLECT $0.50 Coin Collect Lock ❑ TOKEN- COLLECT Token Collect Lock ❑ 2- TOKEN - COLLECT 2 -Token Collect Lock ❑ EURO- COLLECT Euro Collect Lock ❑ 2- EURO-COLLECT 2-Euro Collect Lock ❑ LOONIE- COLLECT Loonie Collect Lock ❑ 25- RETURN $0.25 Coin Return Lock ❑ TOKEN- RETURN Token Return Lock ❑ 2- TOKEN- RETURN 2 -Token Return Lock ❑ EURO- RETURN Euro Return Lock ❑ 2 -EURO- RETURN 2 -Euro Return Lock ❑ LOONIE- RETURN Loonie Return Lock ❑ KEYPAD -LOCK Safe -O -Pin Keypad Lock ❑ POCKET -LOCK Lowe & Fletcher Pocket Lock ❑ PADLOCK Combination Padlock Locker Number Plates: SUGGEST: MEN WOMEN ❑ NUMBERS Number Plates Yes ? ---> List Sequence 101 - 130 & 201 - 230 Locker Logos: ❑ LOGOS Custom Logo Description ❑ HANDICAP -LOGO Handicap Logo Locker Wall Hooks: ❑ WALL -HOOK 1 - 3 Wall Hooks per Tier Specify Location(s) Locker Coat Rod: ❑ COAT ROD Optional Coat Rod ** 100% Post - Consumer HOPE may have some minor flaws and the color may be inconsistent. t Dove Stone locker will have white hinge and handle. Starry Night locker will have black hinge and handle. © 2012 Bradley P.O. Box 309, Menomonee Falls, WI 53052 -0309 Phone: 800.BRADLEY (800.272.3539) Fax: 262.251.5817 bradleycorp.com it Bradley LENOXLOCKER Lenox Locker Solid Plastic odel Description s LENOXSLOPETOP Optional Slope Top Opt r nal Selections Slope To Length (select one): ❑ 12° ❑ 24° ❑ 45" 0 15" 0 30" 0 54" ❑ 18" ❑ 36" ❑ 72" Locker Depth (sel • t one): ❑ 12 -DEPTH 12' Deep Slope Top ❑ 15 -DEPTH 15' Deep Slope Top ❑ 18 -DEPTH c' Deep Slope Top ❑ 21 -DEPTH 21 reep Slope Top ❑ 24 -DEPTH 24' 1..p Slope Top Slope Top Color (select one): ❑ Beige ❑ Hunte reen El Black ❑ Linen ❑ Bronze ❑ Moss ❑ Burgundy ❑ Red ❑ Buttermilk ❑ Sky Blue ❑ Canyon Granite ❑ Starry Nightt ❑ Charcoal Gray ❑ Toffee ❑ Deep Blue ❑ White ❑ Desert Stone ❑ 100% Post - Consumer .rcoal Gray" ❑ Dove Stoner ❑ 100% Post - Consumer To : ** ❑ Gray ❑ 100% Pre - Consumer Black Locker Top Type (select one): ❑ CONT -SLOPE Optional Continuous Slope Top ❑ INDIV -SLOPE Optional Individual' Slope Top Pre -Cut Corner Slope Top: ❑ CORNER 36" x 36' x Locker Depth " 100% Post - Consumer HDPE may have some minor flaws and the color may be inconsistent. t Dove Stone locker will have white hinge and handle. Starry Night locker will have black hinge and handle. Lenox Lockers Document No. 9825 Page 5 of 7 This information is subject to change without notice. 4/4/2012 Model Description CI LENOXBASE Optional Base Optional Selections • Base Length (select one): See interior elevations ❑ 12° ❑ 24° ❑ 45° ❑ 15" ❑ 30" ❑ 54° ❑ 18" ❑ 36" ❑ 72" Base Height (select one): ❑ 3" 3" High Base ® 4" ❑ 5" 5" High Base ❑ 6" ❑ 7" 7" High Base ❑ 8" 4" High Base 6" High Base 8" High Base Locker Depth (select one): ❑ 12 -DEPTH 12" Deep Base ❑ 15 -DEPTH 15" Deep Base ® 18 -DEPTH 18' Deep Base . ❑ 21 -DEPTH 21' Deep Base ❑ 24 -DEPTH 24' Deep Base Base Color (select one): MI Black ❑ Special Color Red, Teal, White N/A © 2012 Bradley P.O. Box 309, Menomonee Falls, WI 53052 -0309 Phone: 800.BRADLEY (800.272.3539) Fax: 262.251.5817 bradleycorp.com Bradley LENOXLOCKER Lenox Locker - Solid Plastic Model Description ® LENOXENDPANEL Optional End Panel Optional Selections ? Deep Blue End Panel Color (select one): < ❑ Beige ❑ Hunter Green ❑ Black ❑ Linen ❑ Bronze ❑ Moss ❑ Burgundy ❑ Red ❑ Buttermilk ❑ Sky Blue ❑ Canyon Granite ❑ Starry Nightt ❑ Charcoal Gray ❑ Toffee Deep Blue ❑ White ❑ Desert Stone ❑ 100% Post - Consumer Charcoal Gray** ❑ Dove Stonet ❑ 100% Post - Consumer Toffee" ❑ Gray ❑ 100% Pre - Consumer Black Locker End Type (select one): 53 SINGLE - ENDPANEL Single Type End Panel 8 EA ❑ DOUBLE - ENDPANEL Double (Island) End Panel for Back -To -Back Lockers Locker Height (select one): ❑ 24 -HGT 24' High End Panel (Nom. Height) ❑ 36 -HGT 36" High End Panel (Nom. Height) ❑ 48 -HGT 48' High End Panel (Nom. Height) ❑ 60 -HGT 60' High End Panel 72 -HGT 72" High End Panel Locker Depth (select one): ❑ 12 -DEPTH 12" Deep End Panel (Nom. Height) ❑ 15 -DEPTH 15" Deep End.Panel IID 18 -DEPTH 18' Deep End Panel ❑ 21 -DEPTH 21" Deep End Panel ❑ 24 -DEPTH 24" Deep End Panel Locker Top Type: ❑ SLOPE -TOP Optional - Select if End Panel is for lockers w/ Slope Top ** 100% Post- Consumer HDPE may have some minor flaws and the color may be inconsistent. Lenox Lockers Document No. 9825 Page 6 of 7 This information is subject to change without notice. 4/4/2012 Model Description 50 LENOXFLATTOP Optional Top Panel Optional Selections Top Panel Color (select one): E--- ? Deep Blue ❑ Beige ❑ Hunter Green ❑ Black ❑ Linen ❑ Bronze ❑ Moss ❑ Burgundy ❑ Red ❑ Buttermilk ❑ Sky Blue ❑ Canyon Granite ❑ Starry Night' ❑ Charcoal Gray ❑ Toffee 61( Deep Blue ❑ White ❑ Desert Stone ❑ 100% Post - Consumer Charcoal Gray** ❑ Dove Stonet ❑ 100% Post - Consumer Toffee" ❑ Gray ❑ 100% Pre - Consumer Black Panel Length (select one): See interior elevations ❑ 12- LENGTH 12" Long Flat Top ❑ 15- LENGTH 15" Long Flat Top ❑ 18- LENGTH 18" Long Flat Top ❑ 24- LENGTH 24" Long Flat Top ❑ 30- LENGTH 30" Long Flat Top ❑ 36- LENGTH 36' Long Flat Top ❑ 45- LENGTH 45" Long Flat Top ❑ 54- LENGTH 54" Long Flat Top ❑ 72- LENGTH 72" Long Flat Top Panel Width (select one): ❑ 12 -WIDTH 12" Wide Flat Top ❑ 15 -WIDTH 15" Wide Flat Top tI 18 -WIDTH 18' Wide Flat Top Panel Thickness: tI 1/2 -THICK W. Thick Flat Top © 2012 Bradley P.O. Box 309, Menomonee Falls, WI 53052 -0309 Phone: 800.BRADLEY (800.272.3539) Fax: 262.251.5817 bradleycorp.com -4 Bradley LENOXLOCKER Lenox Locker - Solid Plastic odel • LENOXFILLER Description . Optional Filler Opti. 1 al Selections Locker He t (select one): ❑ 24 -HGT 24" High Filler (Nom. Height) ❑ 36 -HGT 36" High Filler (Nom. Height) ❑ 48 -HGT 48' High Filler (Nom. Height) ❑ 60 -HOT 60" High Filler ❑ 72 -HGT 72' High Filler Filler Width (select one): ❑ 3 -WIDTH ❑ 6 -WIDTH ❑ 12 -WIDTH ❑ 15 -WIDTH ❑ 18 -WIDTH 3' 're Filler 6'Wii; filler 12' Wide Iler 15' Wide Fil 18" Wide Filler Filler Color (select one): ❑ Beige ❑ Black ❑ Bronze ❑ Burgundy ❑ Buttermilk ❑ Canyon Granite ❑ Charcoal Gray ❑ Deep Blue ❑ Desert Stone ❑ Dove Stones ❑ Gray ❑ Hunter Green ❑ Linen ❑ Moss ❑ Red ❑ Sky Blue ❑ Starry Night' ❑ Toffee ❑ White ❑ 100% Post - Consumer Charcoal Gray * ❑ 100% Post - Consumer Toffee" ❑ 100% Pre - Consumer Black ** 100% Post - Consumer HDPE may have some minor flaws and the color may be inconsistent. Lenox Lockers Document No. 9825 Page 7 of 7 This information is subject to change without notice. 4/4/2012 © 2012 Bradley P.O. Box 309, Menomonee Falls, WI 53052 -0309 Phone: 800.BRADLEY (800.272.3539) Fax: 262.251.5817 bradleycorp.com Material Selection Guide Whether you're an owner, facility manager, or architect, you will appreciate the low maintenance and high aesthetic value of solid plastic. MATERIAL Fabricated from an advanced formula of high density , polyethylene (HDPE) with 30% pre- consumer recycled material, Lenox® solid plastic lockers offer the lowest maintenance and the highest durability. With an odor absorption rate of nearly zero, solid plastic is the perfect solution for highly humid or wet areas. Choose from solids, speckled colors, or co- extruded colors, which reveal your logo in a contrasting color. Lenox solid plastic lockers are covered by a 20 -year warranty against rust, corrosion and delamination under normal use. PRODUCTS Solid plastic lockers, "Z" lockers, bench lockers, cubby lockers and pedestal benches. APPLICATIONS Educational institutions, theme parks, stadiums, arenas, health clubs, food service, waterparks, locker rooms, and any other high - traffic and /or high humidity or wet area. Also available in 100% post- consumer (PoC) recycled content. Post - consumer colors available at an additional charge. Also available in 100% pre- consumer (PrC) recycled content. Bradmar Lockers • Gear Lockers • Bench Lockers Cubby Lockers • Z- Lockers • Pedestal Bench BRADMAR SOLID PLASTIC COLORS Beige* (S202) 100% PoC M250 Black** (S205) 100% PrC R205 Bronze (M243) Burgundy (S211) Buttermilk (M226) Canyon Granite (M244) Charcoal Gray* (S215) 100% PoC M248 Gray (S200) Hunter (M239) Red (S214) Sky Blue (M237) Toffee* (M227) 100% PoC M247 White (S201) X Deep Blue (S203) Linen (M242) Desert Stone (S406) Moss* (M228) 100% PoC M249 Plum (M241) 4)0'11 Spice (M240) Starry Night (S225) Co- Extruded Colors Teal (S210) BNB NM Blue/White /Blue Brown/White /Brown (M233) (M234) Green /Beige /Green (M232) OMNI Red/White /Red (M231) Note: Due to printing variances, actual color and sheen of the material may differ. Contact your Bradley representative for material samples. Bradley Corporation • W142 N9101 Fountain Boulevard • Menomonee Falls, WI 53051 • 800.BRADLEY (272.3539) • bradleycorp.com 3906.10 -0310 10/29/12 ADA Locker Room Bench With Back Support ROBINSON STEEL CO. Locker, Storage Solutions and Restroom Supplies at the Right Price! PRODUCTS SERVICES ASAP ABOUT US BLOG CONTACT US ^ !may ADA Locker Room Bench With Back Support Lockers Benches Locks Repair Parts Lockers FAQ • Partitions Accessories Vanities Repair Parts FAQ Back to List Shelving and Rack Mezzanine Wire Partitions Industrial Stairs Barrier Rail In Plant Offices Cabinets and Furniture FAQ ADA Compliant Bleachers Custom Metal Shop Overstocks Waste Receptacles ASAP Products REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION SKU: Qty: 1 Phone: (610) 279 -6600 Fax: (610) 279 -6646 Toll free: (800) 275 -6702 Email: sales @rsclockers.com Join Our Mailing List WE ACCEPT MAJOR - O SCAPCH rd CARP • 4'3r FILE COPY Now: $525.00 _____•.a •q_ ADAW BACK Size:: *48" x 24" ($525.00) 42" x 20" ($500.00) gin; Gray Champagne Black dd:to. Czrt, Pedestal Bracket Color: Email a Friend • IN STOCK - Orders placed today ship tomorrow (please note that the 42x20 bench is on back order. Orderes • received today will ship Nov 12th. • Selected hardwood seat and backs with radius on all sides and a two coat lacquer finish • Four powder coated steel pedstals • Two Steel back brackets to match pedestal color • Seat is 48" w x 24" d or 42 "w x 20 "d • Seat height 17 1 /2 "h • Back support height 20" h • Approx. overall height (floor to top of bench back) 36 1/2" • All bench mounting hardware included. • Floor anchors not included • Additional pedestal colors available from production (click here to view Color Chart). • Please see our How To Assemble Video • ADA and so- called "Barrier Free" guidelines are set by the Federal Govenment and are sometimes modified by regional or local, lower level goverment agencies. Please check with your architect or these agencies to confirm that this product applies to your specific guide lines. R:i'ted Frcjts ASI - ADA Adiustable Tilt ADA Locker Room Bench Mirror Now: $92.00 - $140.00' Now: $275.00 - $320.00 rsclockers.com /store /The_Other Stuff /.../ ADA_ Locker_ Room_ Bench_with_Back_Supportj199.html cmriii�i u�tn Nov z o 2012 PERMIT CENTER CORRECTION LTR D\2- 331 1/2 CO C PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -331- DATE: 12 -06 -12 PROJECT NAME: CITY OF TUKWILA - POOL SITE ADDRESS: 4414 S 144 ST Original Plan Submittal _ X Response to Correction Letter # 2 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: IA-tiding Division 11 Public Works ❑ Fire Prevention Planning Division Structural ❑ Permit Coordinator Fl 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -11 -12 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: u APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 01 -08 -13 Not Approved (attach comments) ❑ Permit CenterWse'Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 MPERMI'P COORD COM. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -331 DATE: 11/20/12 PROJECT NAME: CITY OF TUKWILA - POOL SITE ADDRESS: 4414 S 144 ST Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: c ��-- v\ \J Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11/27/12 Complete 1X1' Incomplete ❑ Not Applicable ❑ Comments: Permit Genter•Use Onl y INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route N. Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/25/12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) R- Notation: REVIEWER'S INITIALS: DATE: `PennitCenter Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg- Fire ❑ Ping ❑ PW ❑ Staff Initials: • PLAPEW EVIEW ROUTING SLIP ACTIVITY NUMBER: D12 -331 DATE: 10 -10 -12 PROJECT NAME: CITY OF TUKWILA - POOL SITE ADDRESS: 4414 S 144 ST X Original Plan Submittal ' Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPAF�TMENT Art\ S: c �o_xi.. GaL �uildingdd Dlvlsion Fire Prevention Planning Division Public Works Structural ❑ Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -11 -12 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route txr Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -08-12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only • CORRECTION LETTER MAILED: In 2 11 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:_W- Documents/routing slip.doc 2 -28 -02 411 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.d.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /01 02 Plan Check/Permit Number: D12-331 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: City of Tukwila - Pool Project Address: 4414 S 144 St Contact Person:Tve_ izobl 14 Phone Number: 266,- $30`?' g3S2 Summary of Revision: S ¢_e_. RECEIVED Tilti6� TUKWILA PERMIT CENTER Sheet Number(s): .141Alt.'A..! ,74 is.sl 2. "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: NI—Entered in Permits Plus on I • \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: v. rl 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 ►VISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: It 1 2012- Plan Check/Permit Number: D12 -331 ❑ 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: City of Tukwila - Pool Project Address: 4414 S 144 St Contact Person: l e— �(pl y .) Phone Number: 2c'to Summary of Revision: 'See_ \ Ae-t . nom, CIT Og• riFryED NOV 2010ca 2012 If CENTER Sheet Number(s): ?\•( .1 p1)t.'t- ,4■t- tt%�t�'1.1 A2_.tt A2.. . Pt .Li P2..t1 Pa.t "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: k• Entered in Permits Plus on \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: 1 -2009 06 December 2012 Re: Tukwila Building Division Dear Dave Larson, Senior Plan Examiner: McKinstry and its consultants have reviewed the Code Review comments issues on 29 November 2012 and offer the following responses. Please also see the revised drawings associated with the revisions mentioned below. 1. The only way that we could add space to accommodate accessible toilet stalls is to remove one of the fixtures and a partition wall. This is not ideal, since it reduces the number of fixture available to the pool users. The total number of fixtures, however, still meets code requirements. These revisions are shown in the attached drawings. 2. Per WAC 246 - 260 -031, the designed average foot - candle Tight measurement across the pool surface is above the minimum 30 foot - candle requirement. Please reference the attached photometric Calculation Summary table on the Lighting Upgrade Drawing. The Lighting for both Emergency and non - Emergency lighting has been designed by a Lighting Engineer. The designed emergency egress pathway meets the minimum requirement of 1 foot - candle average and not less than .1 foot - candles. Please note the attached photometric Calculation Summary table on the Emergency Egress Lighting drawing. The design light levels were calculated using AGI32 - an industry accepted lighting design software that uses manufacturer - provided IES files. Exterior emergency egress lights are shown on the attached lighting plan. A Wikipedia description of the software can be found at: http : / /en.wikipedia.org /wiki /AGi32 There is also an extensive feature description available through Lighting Analysts (AGI32 manufacturer) here: http: / /Iightinganalysts .co.uk /PDF /AGi32_Brief Datasheet.pdf 3. The attached layout identifies those fixtures to be added to the emergency power circuit. 4. Plans were submitted according to the General Note regarding "PLAN SUBMITTAL" at the top of the Review Memo #1. I apologize for the misunderstanding. The attached drawings are full size. Sincerely, David Robinaugh McKinstry Co Enclosures CORRECTION p l)--- 331 RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER 5005 3'd Ave S. • Seattle, WA 98134. 206 - 762 -3311 Colorado • California • Idaho • Kansas • Minnesota • Montana • Oregon • Texas • Washington • Wisconsin • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 29, 2012 Dave Robinaugh 5005 3 Ave S Seattle, WA 98134 RE: Correction Letter #2 Development Permit Application Number D12 -331 City of Tukwila — Pool — 4414 S 144 St Dear Mr. Robinaugh, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. The Fire, Planning and Public Works Departments have no comments at this time. 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 four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. DI2 -331 W:\Permit Center \Correction Letters\2012\D12 -331 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo #2 Date: November 29, 2012 Project Name: City of Tukwila - Pool Permit # D12 -331 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 calculation sheets shall be stamped and signed. 1. After further review and consultation with the Building Official, it has been determined that due to the extent of the alterations in the bathrooms, the bathrooms will need to meet current code requirements for accessibility. Please provide a revised plan that shows the required accessible features with associated measurements. This includes toilet facilities in addition to the changing rooms and lockers already noted as accessible. 2. Please see item number 11 of the Public Health approval letter that you provided in response to my first correction letter. These lighting level requirements may supersede the maximum wattage allowance allowed by the State Energy Code. The lighting budget submitted is proposing installation of approximately Y2 of the wattage allowed. I am concerned that the Health Department lighting requirements will not be met. Has the lighting plan been designed by a lighting engineer? Our inspectors will be measuring the required lighting levels with light meters. Also, emergency lighting for the egress must average one foot - candle and not less than .1 foot - candles at the floor level and will be tested with light meters as well. Six bug -eye emergency fixtures for a space this large may not be adequate. Was this designed by a lighting engineer? Please provide the method used to calculate the amounts of light needed to provide the foot - candle requirements for the pool surface, pool decks and emergency lighting. Note that the non - emergency egress lighting was not mentioned as I believe it will be superseded by the Public Health requirement. 3. Please show one exterior emergency egress light outside each exit to light the exterior landing. This code requirement was included in the first correction letter. 4. The original plans were full size and the plans provided in response to review memo #1 were half size. We will need full size plans but only the pages that have changes from the original plans submitted. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. 20 November 2012 Re: Tukwila Building Division Dear Dave Larson, Senior Plan Examiner: • cir S NOV 2 G 2012 °ERMITOENTER McKinstry and its consultants have reviewed the Code Review comments issues on 22 October 2012 and offer the following responses. Please also see the revised drawings associated with the revisions mentioned below. 1. Dressing Room Cubicles: Both the men's and women's locker rooms will have a new accessible . dressing cubicle. 803.2 - See the plans on A2.1 which illustrate the 60" turning radius per 304. The turning radius includes 6" of toe clearances under the cubical wall and bench as allowable per 306 803.3 - There are no doors to the dressing cubicles. A curtain is used for privacy 803.4 - The plan and specification have been updated to include a pre - manufactured accessible bench. See the attached product data 803.5 - There are no coat hooks or shelves in the changing cubicles 903.2 - The cubicle wall has been extended to allow for a parallel approach at the end of the bench. See A2.1 which illustrates the 30" x 42" clear floor space adjacent to the bench. 903.3 thru 7 - The pre- manufactured bench specified is 48" w x 24" d, with a backrest and bench at 17 -1/2" above the floor. The product is specifically design for this type of application. See the attached product data. 2. The WA State Engergy Code Interior and Exterior Lighting Budgets are attached. They have been completed as directed by Dave Larson. 3. New lighting is being installed in the Natatorium only. Attached is a marked -up drawing showing where new egress lighting is being installed. An egress plan has been included in the revised set that is enclosed. 4. Please see the attached letter (serving as a construction permit) from the King County Health Dept. 5. Per your email (attached) on 10/21/12, permits are not required from either WA L &I or the DOH for the installation of the ADA chair lift. 6. New Lockers: See attached product data There are both 24" tall lockers (in stacks of 3) and 36" lockers (in stacks of 2). Each type has at least one that meets the requirements of accessibility. 5005 3n1 Ave S. • Seattle, WA 98134. 206 - 762 -3311 Colorado • California • Idaho • Kansas • Minnesota • Montana • Oregon • Texas • Washington • Wisconsin For Th instry fa 01 Your BuIldlog 90'S�2The space between the lockers and the bench is 36" and therefore i i lllraccdr'riiriodate the required clear floor space of 30" x 48" per 305 .905:3 `, -° •The accessible reach range between 15" min and 48" max above the floor cco.mplished by adding a shelf at 15" above the floor within the llowelr of the 36" tall lockers. The middle of the 24" tall lockers is completely within the reach range. 905.4 - The lockers shall have a manufacturer's standard latch operable with one hand. Sincerely, ew) David Robinaugh McKinstry Co Enclosures 5005 3nd Ave S. • Seattle, WA 98134. 206 - 762 -3311 Colorado • California • Idaho • Kansas • Minnesota • Montana • Oregon • Texas • Washington • Wisconsin • Environmental Health Services Division 401 Fifth Avenue, Suite 1100 Seattle, WA 98104 -1818 206 -263 -9566 Fax 206 - 296 -0189 TTY Relay: 711 www.kingeounty.gov/health November 8, 2012 Tukwila Park and Recreation Robert Eaton 12424 42nd Ave S . Tukwila, WA 98168 • Public Health Seattle & King County RE: Construction permit for swimming pool main drain, VGB, equipment and surface renovations at: Tukwita Pool 4414 S 144th, Tukwila, WA 98168 SR1230560 PR0009614 PE 5160 Dear Mr. Eaton: The revised plans and specifications for the above project have been reviewed for conformance with the provisions of Title 14, the Code of the King County Board of Health (King County Water Recreation Facility Code) and Washington Administrative Code (WAC) 246 -260 and the plans are hereby approved subject to the conditions below. 1. The approved Lawson SuperSump MLD -SG -1818, 18 "X18" covers and frames and sumps for the two main drain suction outlets are installed per the manufacturer's installation instructions and in accordance with ANSI /APSP- 16 2011 / ASME A112.19.8 -2007. 2. The main drains are at least 3 feet apart as measured from the centers of the covers. 3. The manifold between the drains is 8 inches with equal length branch lines. The 8 inch piping extends to the balance tank. 4. Prior to completion of the project, a letter will be provided confirming the VFD is properly calibrated and flow rates will be set and locked and that staff at the facility is not able to change the settings. 5. The breakpoint line will be replaced and will also extend up the pool walls per WAC 246 - 260 -041(9). The pool will have racing lane targets. 6. All deck repair material is non -slip with no abrupt height changes greater than % inch. There will be no standing water on the deck. 7. The pool surface will be white. The wall/floor intersections will meet WAC - 246- 260 -041 (3) radius requirements. 8. At least 3 feet of access is provided around all equipment in the pump room. 9. No diving signs and depth markers are prominently posted on the deck. 10. The pool has chemical feed equipment for disinfectant and pH control that links with the pump circulation so that if the water flow is interrupted the chemical feed equipment will automatically shut off. 11. Lighting at pool surface, deck, locker rooms and mechanical rooms meet WAC 246- 260-031 (23) requirements. 12, Restrooms have the required changing tables and single service soap dispensers at all sinks and showers. 13. The ventilation system is not being modified at this time. When the ventilation system is modified it will maintain negative air pressure in the pool and decking area and c • - provide adequate airflow for acceptable air distribution. Plan review required. cIT' OF TUK1MLA NW 202012 PERMIT CENTER CORRECTION LTR #_._.I.__ Pt2331 14. The operation and emergency plan is compliant with WAC 246 - 260 -131 and updated to reflect new equipment. A copy is submitted to Public Health prior to final inspection. You can use the following as a template but make the plan details specific to your pool http: /lwww.co. cowl itz. wa. us / health /environmentalhealth /living environment/operation% 20quidance %20manual.pdf 15. Two complete Pool Data Forms with accurate measurements must be submitted as part of the construction report. . Inspections are required to view all pool related piping before covering, as well as to take measurement In the sumps and examine the drain covers. As required in the Water Recreation Facility Code, upon completion of the construction and prior to use, the owner shall: 1. Submit a construction report from the engineer or architect including two pool data forms, to meat 401 5th Ave, Suite 1100E, Seattle, WA 98104. Once the final pool data form has been reviewed and found to be accurate, a copy will be returned to the facility for their records. 2. Obtain a preoperational inspection approval. Contact me at least one week In advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a Water Recreation Facility permit from Public Health — Seattle & King County may be approved during this inspection; however it is the responsibility of the Water Recreation Facility operator /owner to obtain all necessary permits and approvals from other agencies. Operating the facility without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the facility is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections require a $402.00 fee plus $201.00 per hour after the first two hours for each additional preoperational inspection required. This letter of approval serves as a CONSTRUCTION PERMIT under the requirements of Trtle 14. This construction permit shall be valid for a period of eighteen months. Your pool has been assigned the plan review service request number. Please use this SR number in all future contact with us. If you have any questions, please don't hesitate to contact me at (206) 263 -8451. Thank you for your compliance in this matter and I look forward to seeing you soon. Terry Clements, RS Plans Examiner Downtown Environmental Health cc: Geoff Anderson, ORB Architects Dave Robinaugh, McKinstry Shauna Cartwright, Health and Environmental Investigator II • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 31, 2012 Dave Robinaugh 5005 3 Ave S Seattle, WA 98134 RE: Correction Letter #1 Development Permit Application Number D12 -331 City of Tukwila — Pool — 4414 S 144 St Dear Mr. Robinaugh, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Fire Departments. 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 four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, encl File No. D12 -331 W:\Permit Center \Correction Letters \2012\D12 -331 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Project Name: City of Tukwila Pool Permit # D12 -331 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. You need not resubmit the entire plan set, only altered pages. Please cloud revised areas on the documents resubmitted. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x1 7 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. Note: Some code sections have been included for your convienience. 1. The addition of the dressing cubicles is an alteration to the space and as such needs to meet the ANSI Standard for dressing rooms. One dressing room in both the men's and women's locker room will need to comply with the following code sections of the ANSI standard ICC /ANSI A117.1-2003. 803 Dressing, Fitting, and Locker Rooms 803.1 General. Accessible dressing, fitting, and locker rooms shall comply with Section 803. 803.2 Turning Space. A turning space complying with Section 304 shall be provided within the room. 803.3 Door Swing. Doors shall not swing into the room unless a clear floor space complying with Section 305.3 is provided within the room, beyond the arc of the door swing. 803.4 Benches. A bench complying with Section 903 shall be provided within the room. 803.5 Coat Hooks and Shelves. Accessible coat hooks provided within the room shall accommodate a forward reach or side reach complying with Section 308. Where provided, a shelf shall be 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the floor 903.1 General. Accessible benches shall comply with Section 903. 903.2 Clear Floor Space. A clear floor space complying with Section 305, positioned for parallel approach to an end of the bench seat, shall be provided. 903.3 Size. Benches shall have seats 42 inches (1065 mm) minimum in length, and 20 inches (510 mm) minimum and 24 inches (610 mm) maximum in depth. 903.4 Back Support. The bench shall provide for back support or shall be affixed to a wall. Back support shall be 42 inches (1065 mm) minimum in length and shall extend from a point 2 inches (51 mm) maximum above the seat surface to a point 18 inches (455 mm) minimum above the seat surface. Back support shall be 21/2 inches (64 mm) maximum from the rear edge of the seat measured horizontally. 903.5 Height. The top of the bench seat shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum above the floor, measured to the top of the seat. 903.6 Structural Strength. Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the seat, fastener mounting device, or supporting structure. 903.7 Wet Locations. Where provided in wet locations the surface of the seat shall be slip resistant and shall not accumulate water. 2. Please provide a Washington State Energy Code Interior Lighting Budget with lighting fixture schedules keyed on a lighting plan. Similar documents may be required for exterior lighting if the scope increases to include it. 3. When new lighting is installed the egress path lighting is required to meet section 1006 of the IBC. Please provide an egress plan showing the main egress paths and note on the plan that the lighting must comply with the following code sections. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the walking surface. 41 • 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles and unenclosed egress stairways in rooms and spaces that require two or more means of egress. 2 .Corridors, exit enclosures and exit passageways in buildings required to have two or more exits. 3.Exterior egress components at other than their levels of exit discharge until exit discharge is accomplished for buildings required to have two or more exits . 4. Interior exit discharge elements, as permitted in Section 1027.1, in buildings required to have two or more exits. 5. Exterior landings as required by Section 1008.1.6 for exit discharge doorways in buildings required to have two or more exits. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on -site generator. The installation of the emergency power system shall be in accordance with Chapter 27. 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot - candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. 4. Before the building permit is issued, you will need to provide a copy of the Seattle /King County Health Permit and associated documents. 5. Please note that an installation permit from Labor and Industries is required for the accessible pool lift before work begins on the lift. 6. The following IBC code sections apply to the new lockers. 1109.8 Storage. ti` • Where fixed or built -in storage elements such as cabinets, shelves, medicine cabinets, closets and drawers are provided in required accessible spaces, at least one of each type shall contain storage space complying with ICC A117.1. 1109.8.1 Lockers. Where lockers are provided in accessible spaces, at least five percent, but not less than one, of each type shall be accessible. 905 Storage Facilities 905.1 General. Accessible storage facilities shall comply with Section 905. 905.2 Clear Floor Space. A clear floor space complying with Section 305 shall be provided. 905.3 Height. Accessible storage elements shall comply with at least one of the reach ranges specified in Section 308. 905.4 Operable Parts. Operable parts of storage facilities shall comply with Section 309. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. Contractors or Tradespeople P ter Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company MCKINSTRY ESSENTION INC 2067623311 5005 3Rd Ave 5 Seattle WA 981342432 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602039273 Active MCKINEI942JQ Construction Contractor 4/18/2006 12/9/2013 General Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ESSENI.954RZ ESSENTION INC Construction Contractor General Unused 12/9/2005 12/9/2007 Inactive Business Owner Information Name Role Effective Date Expiration Date ALLEN, DEAN C President 04 /18/2006 Bond Amount TEPLICKY, J WILLIAM Secretary 04 /18/2006 929515364 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 WESTERN SURETY CO 929515364 12/01/2010 Until Cancelled $12,000.0012/02 /2010 1 TRAVELERS CAS & SURETY CO 104627088 12/01/2005 Until Cancelled 12/01/2010 $12,000.0012/09 /2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 Zurich American Ins Co GLA-3999903 01/31/2012 01/31/2013 $2,000,000.00 12/16/2011 6 ZURICH AMERICAN INS CO GLA3999903 01/31/2011 01/31/2012 $1,000,000.0012 /20/2010 5 ZURICH AMERICAN INS CO CP039999031 01/31/2009 01/31/2011 $2,000,000.0012 /07/2009 4 ZURICH AMERICAN INS CO CP03999903 01/31/2008 01/31/2009 $20,000,000.00 02/01 /2008 3 CHARTER OAK FIRE INS DTC0526D7193C0F07 01/31/2007 01/31/2009 $1,000,000.00 12/12/2007 2 CHARTER OAK FIRE INS DTC0526D7193C0F06 01/31/2006 01/31/2008 $1,000,000.00 01/24/2007 1 CHARTER OAK FIRE INS CO DTC0526D7193C0F05 01/31/2006 01/31/2007 $1,000,000.00 01/25/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 12/13/2012 EXIT DISCHARGE 112' MAX TRAVEL DISTANCE f EXIT DISCHARG4. A1.1 IP1.1 TRAVEL DISTANCE ����������MW/IIIIIV/AW/����������/��������ii�����Il/ FILTER ROOM 1 For Th StAI ILt: 3RD AVENUE S PO BOX 24567 911% 98124 —800459-6223 instr ife Of Your Building F'UR I LAND: 16790 NE MASON Sr POR M OR 97230 503- 331 -0234 1 m mddnsby.com 1 1 A1.1 A2.1 1 1 NATATORIUM 1 ENTRY ATTENDANT Affe44," A/ /1/41 Ae KA/ Ar 404 *XIT DISCHARGE L 1 1 1 1 112' MAX TRAVEL DISTANCE EGRESS PATH (EXIT ACCESS) TYP HATCH PATTERN INDICATES LIMITS OF LIGHTING REPLACEMENT A1.1 A2.1 1 1 1 BUILDING PLAN STORAGE & JANITOR 1/8" = 1' -0" pI_01.dwg A1.1 ELEC ROOM FILE COPY Permft 1 PIA' r" 1.3W aPPIONI b subject b irirote aid ©MINI ne. I of Cons on documents does not autheze u. ;;eo .10rr e Elyy�-{ adoosd /� code or oldInranc. _4 rr fw, _ City Of lbkwfIa BUILDING DIVISION No charges shall be made to the scope of work without prior approval of Tukwila. Building Division. NOTE: R :visions will require a new plan submittet end may include additional plan review fees. EGRESS LIGHTING NOTES LIGHTING MUST COMPLY WITH THE FOLLOWING IBC CODE SECTIONS: 1006.2 ILLUMINATION LEVEL THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT - CANDLE (11 LUX) AT THE WALKING SURFACE. 1006.3 ILLUMINATION EMERGENCY POWER THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS: 1. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS . 2. CORRIDORS , EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS . 3. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THEIR LEVELS OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS . 4. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1027.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS . 5. EXTERIOR LANDINGS AS REQUIRED BY SECTION 1008.1.6 FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 6. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CHAPTER 27. 1006.4 PERFORMANCE OF SYSTEM EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT - CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT - CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT - CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT - CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM -TO- MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. GENERAL NOTES 1. REFER TO LARGE SCALE PLANS FOR ADDITIONAL DETAIL. 2. DIMENSIONS SHOWN TO EXISTING FEATURES ARE FOR REFERENCE ONLY -FIELD VERIFY ALL DIMENSIONS. POOL DATA POOL SHAPE POOL SURFACE AREA AREA < 5' DEEP AREA > 5' DEEP DEPTH RANGE = RECTANGLE = 4,838 FT2 = 3,338 FTz = 1,500 FTz = 3' -e" 12' 0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 " Ofiy of Tukwila BUILDING DIVISION D14?- -33 1/8" = 1' -0" 8' 4' 0 8' 16' CORRECTION LTR #�...�.. PROJECT: o•r•b architects TUKWILA POOL POOL MODIFICATIONS 4414 SOUTH 144TH TUKWILA, WASHINGTON 98168 REGISTRATION: r REGISTERED i. RCHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON REVISIONS: 1 11/01 PERMIT CORRECTIONS 2 11/20 PERMIT CORRECTIONS NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING GA JJ RC 1207 11/01/12 AS SHOWN BUILDING PLANS SHEET NUMBER: RECEIVED CITY OF TUKWILA DEC 0 6 2012 ERMI t CENTEP (E) CHANGING TABLE 1 1 1 1 1 1 J _L_1J_LJ MAINTAIN (E) ACCESS PANEL LOCATED HIGH ON WALL L_ 1 MEN'S STAFF WOMEN'S LOCKER ROOM (E) CHANGING TABLE MEN'S LOCKER ROOM WOMEN'S STAFF T� —ET-1 —ETA 1 1 1 1 1 1 1 1 4' -0" DEMOLITION PLAN WOMEN'S LOCKER ROOM 1/4" = 1' -0" pI_01.dwg i ' l A1.1 A2.1 DEMOLITION PLAN MEN'S LOCKER ROOM 1/4" = 1' -0" pI_01.dwg GENERAL NOTES A1.1 A2.1 1 / MAINTAIN (E) ACCESS PANEL LOCATED HIGH ON WALL 56" (42" MIN) MEN'S STAFF 60" DIA TURNING SPACE W/ 6" TOE CLEARANCE i° Z° (E) FLOOR DRAINS ND CLEAN -OUT WOMEN'S LOCKER ROOM 30" X 48" CLEAR SPACE AT END OF BENCH 1. DIMENSIONS SHOWN TO EXISTING FEATURES ARE FOR REFERENCE ONLY -FIELD VERIFY ALL DIMENSIONS. 2. SEE INTERIOR ELEVATIONS, A2.2 FOR COORDINATION NOTES. FLOOR PLAN DEMOLITION NOTES 0 4 6 0 8 CAREFULLY REMOVE BENCH FOR REUSE AT NEW LOCATION. DETACH AT THE BOLTED CONNECTION FROM THE EMBEDDED POSTS. CHIP OUT THE EMBEDDED POSTS FROM THE CONCRETE FLOOR, CLEAN AND REUSE. PATCH CONC FLOOR REMOVE (E) WALL TILE AND MORTAR. PREP SURFACES TO RECEIVE FRP WALL PANELS REMOVE & REINSTALL ALL SURFACE MOUNTED ITEMS AT AREAS TO RECEIVE FRP WALL PANELS REMOVE PLEXI -GLASS SCREEN WALLS AND MOUNTING HARDWARE AT WOMEN'S SHOWER, TYP. REMOVE AND SALVAGE ALL LOCKERS FOR THE OWNER COORDINATE REMOVAL AND REPLACEMENT OF PLUMBING FIXTURES PER THE PLUMBING DRAWINGS REMOVE EXISTING RECESSED TOWEL DISPENSER AND TRASH RECEPTACLE. INFILL WALL AS NECESSARY TO APPLY NEW WALL FINISH REMOVE MIRRORS MOUNTED TO THE WALL. SALVAGE FOR THE OWNER. FLOOR PLAN KEY NOTES 1O REINSTALL BENCH AT NEW LOCATION. SAW CUT CONCRETE FLOOR TO EMBED METAL POSTS IN CONC. CLEAN AND PAINT. ® CUT EXISTING BENCH TO SIZE AND INSTALL AT NEW LOCATION. (SEE NOTE 1, SIM.) REFER TO 2/A2.2. O PROVIDE FRP WALL PANELS. SEE SPECIFICATIONS ON PD1.2 O LOCKERS. OFCI ® PARTITION WALLS FOR NEW CHANGING ROOMS. PROVIDE CURTAIN ROD. SEE SPECIFICATIONS ON PD1.2 () PROVIDE ADA CHANGING ROOM BENCH WITH BACKREST. SEE SPECIFICATIONS ON PD1.2. (FUTURE BENCHES PER 1/A2.2) (E) CHANGING (E) CHANGING TABLE (E) AIR VENT (E) AIR VENT 30" X 48" CLEAR SPACE AT END OF BENCH }— 60" DIA TURNING io SPACE W/ co 6" TOE CLEARANCE WOMEN'S STAFF MEN'S LOCKER ROOM (E) FLOOR DRAINS AND CLEAN -OUT ()FUTURE © FUTURE BY OWNER ADA TRANSFER SHOWER WOMEN'S LOCKER ROOM 1/4" = 1' -0" pI_01.dwg 2 A1.A2.1 MEN'S LOCKER ROOM 1/4" = 1' -0" pl_01.dwg 4 Al .1 IA2.1 1/4 " =1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION 3' 2' 1' 0 2' 4' For Th instr le Of Your Building StA l I Lt: 5006 3RD AVD4UE S PO BOX 24567 SEM11E, WA 96124 1- 800 -660 -6223 PROJECT: HUK 1 LAND: 16790tEYI1901NST PORT110, OR 97230 503 -331-0234 1 o.rb • architects TUKWILA POOL POOL MODIFICATIONS 4414 SOUTH 144TH TUKWILA, WASHINGTON 98168 REGISTRATION: ti REGISTERED i RCHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON REVISIONS: 1 11/01 PERMIT CORRECTIONS 2 11/20 PERMIT CORRECTIONS 3 12/5 PERMIT CORRECTIONS –ADA NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING GA JJ RC 1207 11/01/12 AS SHOWN ENLARGED LOCKER & SHOWER ROOM PLANS SHEET NUMBER: 8' RECEIVED CITY OF T!_, : vvii DEC 062;12 PERMI I ti)33 1 A2.1