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HomeMy WebLinkAboutPermit D17-0161 - WASHINGTON PLACE - SWIMMING POOLWASHINGTON PLACE - SWIMMING POOL 223 ANDOVER PARK E EXPIRED 11/03/18 D17-0161 Parcel No: Address: Project Name: 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 0223100090 Permit Number: 223 ANDOVER PARK E Issue Date: Permit Expires On: WASHINGTON PLACE - SWIMMING POOL D17-0161 8/9/2017 2/5/2018 Owner: Name: Address: WASHINGTON TOWERS LP 18230 E VALLEY HIGHWAY #195 , KENT, WA, 98032 Contact Person: Name: FRANCISCO FLORES Phone: (425) 876-7943 Address: 4 140TH ST SE , EVERETT, WA, 98208 Contractor: Name: EMERALD CITY POOL & SPA Phone: (425) 743-7532 Address: 4 - 140TH ST SE , EVERETT, WA, 98208 License No: EMERACP983M3 Expiration Date: 6/12/2019 Lender: Name: WASHINGTON PLACE Address: 223 ANDOVER PARK E , TUKWILA, WA, 98188 DESCRIPTION OF WORK: FORM SWIMMING POOL, INSTALL REBAR, INSTALL PLUMBING ON POOL, LINE POOL, INSTALL WATER LINE, INSTALL WATER PROOF MEMBRANE, INSTALL EQUIPMENT INSULATION SYSTEM, PLUMBING EQUIPMENT Project Valuation: $90,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,444.55 Occupancy per IBC: A-4 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 IYV / Permit Center Authorized Signature: ■■■/W Date: • g I hearby certify that I have read and examined this permit and know the s 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 permit •o •ot presume to give authority to violate or cancel the provisions of any other state or loca aws regulating constr, ion or the performance of work. I am authorized to sign and obtain this developm t per . d agree to conditions attached to this permit. Signature: Print Name: Date: g/91 This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 0 0 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 14: 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. 17: 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, 5.4) 15: 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 mm). (IFC 906.7 and IFC 906.9) 16: 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) 18: Maintain fire extinguisher coverage throughout. 22: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 20: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 19: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 23: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 25: 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 #2437) 24: 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 #2437) (IFC 901.2) 26: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: ***PUBLIC WORKS PERMIT CONDITIONS*** 30: Applicant shall obtain a separate Tukwila Plumbing Permit for any plumbing work associated with construction of the swimming pool. 31: The site plan included with this permit is for reference only. See D15-0111 for the approved site plan. 32: Prior to building division final King County Health Department approval is required for public and semi- public pools PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4037 SI -CAST -IN-PLACE 4028 SI-REINF STEEL -WELD r CITY OF TUKcZA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA,gov Building Permit No. ij'I/'U I(P 1 Project No. Date Application Accepted: T Date Application Expires: ! 14 111 (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 As/sepor's Tax No.: C Site Address: �Z� 1 Vf/L p� t•-• 7'v/rcl� 1 .q Smte Number: Tenant Name: WA5$`h'AP(o'1-VN QL 67 9 1Ail' ifM roMs* ?PO PROPERTY OWNER Name: .�RP JM SW 1-... ic-l-006$. Address: '7 r 1 . 1 4.0 +.4, .sx. Name: O Phone://). � g-3-6-41 0Fax: Emai1hwoddeR, pULA,4.)/t.604,.,0:4" zd3N. Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: .�RP JM SW 1-... ic-l-006$. Address: '7 r 1 . 1 4.0 +.4, .sx. City: Et-�,Q-n--. State: (Jjts Zip: qt� �`' Phone://). � g-3-6-41 0Fax: Emai1hwoddeR, pULA,4.)/t.604,.,0:4" zd3N. GENERAL CONTRACTOR INFORMATION Company Name: bye % Q 1a-4 v ?212.- Address: City: oeit,EIT State: I.A.ik Zip: 1p-Aoy 1 Phone``As 83.(0711/4(...,_ Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: Floor: Er Yes ❑ .. No ARCHITECT OF RECORD Company Name: 64 A. Engineer Name: s?Epti, A)Cz yx - Company Name: City: Al; L1 OA) State: kAKos Zip: Phone: 25.3 1 52 -7.4,/4. Fax: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: 64 A. Engineer Name: s?Epti, A)Cz yx - Address: g 1 l Pik 22_ City: Al; L1 OA) State: kAKos Zip: Phone: 25.3 1 52 -7.4,/4. Fax: Email , Ae,..e_ ( 8 tCo WA ,, LENDER/BOND ISSUED (required for projects $5,000 or greater per RCWC19.27.095), Name: iii,;�0 , Jo/7,4 .,e Address:�3 icrAtellotitA, 701.7 t:7. City: G(,eoL "A_.. State:1444.-- Zip: 'r1/ Page 1 of 4 BUILDING PERMIT INFORMATIO 206-431-3670 C./ Valuation of Project (contractor's bid price): $ V! 0. 930 Describe the scope of work (please provide detailed informatiop): ''6't 1'�C !4l )2.14441441' 644 Will there be new rack storage? ❑ ....Yes Existing Building Valuation: $ 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2nd Floor 3rd Floor - Floors thru - Basement Accessory Structure*• Attached Garage - Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 r PUBLIC WORKS PERMIT INF TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑... Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle Septic System: O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") 0 .. Technical Information Report (Storm Drainage) 0 .. Bond 0... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer 0 .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size 0 .. Sewer Main Extension Public 0 ❑ .. Water Main Extension Public 0 ❑ . ❑. ❑. ❑ . ❑ ... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone ❑... Storm Drainage .. Abandon Septic Tank .. Curb Cut .. Pavement Cut .. Looped Fire Line 11 11 WO # WO # WO # Private 0 Private ❑ 0... Grease Interceptor ❑ ... Channelization 0... Trench Excavation 0...Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # ❑ .. Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water 0 .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: city State Zip H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 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 C PENALTY OF BUILDING OW IZED AGENT: Signature: Print Name:i�^\--4,04,14\�7 E ' AD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Mailing Address: H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Date: co( // Day Telephone: 44)--s ' Plo 31i/ . /WA- qeloe- City State Zip .-- Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY PAID PermitTRAK $1,864.27 D17-0161 Address: 223 ANDOVER PARK E Apn: 0223100090 $1,511.59 DEVELOPMENT $1,439.82 PERMIT FEE R000.322.100.00.00 0.00 $1,435.32 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $71.77 TECHNOLOGY FEE R000.322.900.04.00 0.00 $71.77 M17-0093 Address: 223 ANDOVER PARK E Apn: 0223100090 $200.51 MECHANICAL $190.84 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $30.66 PERMIT FEE R000.322.100.00.00 0.00 $160.18 TECHNOLOGY FEE $9.67 TECHNOLOGY FEE R000.322.900.04.00 0.00 $9.67 PG17-0079 Address: 223 ANDOVER PARK E Apn: 0223100090 $152.17 PLUMBING $145.04 PERMIT FEE R000.322.100.00.00 0.00 $109.40 PLAN CHECK FEE R000.322.103.00.00 0.00 $35.64 TECHNOLOGY FEE $7.13 TECHNOLOGY FEE R000.322.900.04.00 0.00 $7.13 TOTAL FEES PAID BY RECEIPT: R12001 $1,864.27 Date Paid: Wednesday, July 26, 2017 Paid By: EMERALD CITY POOL & SPA Pay Method: CHECK 3727 Printed: Wednesday, July 26, 2017 11:28 AM 1 of 1 CRWSY Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT 1 QUANTITY PAID $932.96 $932.96 $932.96 $932.96 $932.96 PermitTRAK D17-0161 Address: 223 ANDOVER PARK E Apn: 0223100090 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11713 R000.345.830.00.00 0.00 Date Paid: Wednesday, June 14, 2017 Paid By: EMERALD CITY POOL Pay Method: CHECK 3717 Printed: Wednesday, June 14, 2017 12:37 PM 1 of 1 CRSYSTEMS c3 d INSPECTION NO. INSPECTION RECORD Retain a copy with permit D17-Z)lk/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: kv /.i ' PI.4C4' Type of Inspection: sto/m, i4' - 7rkel L— kr.,.) AC -- Address: 2 2 3'4151/0 i ce- Date Called: Special Instructions: Date Wanted: 5 °X ilia a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: {-�: 7NF4Ct111Er kr.,.) AC -- ':$;1/ Com- /v P4- DiP 7.1),,v174/✓ Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid 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) 438-9350 1ti 7-6l4 Project: Gtit rh1C' iO.N PL e‘611,041/re. Type of Inspection: Address: Dat Called: Special Instructions: Date Wanted: /P. -z& i7 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: o K -- Piz- ii/e) ;eeiv i c7c Inspector: Date: --26? -77 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid 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 Proj ecs: 0/' P, SIA)/im 14 I N&- Type of Inspection: 5.)c Rif, N fbr L G- Sze! Address: Z Z 3 4ii/.03 AR MRK E Date Called: Special Instructions: Date Wanted: 1°'-11-617 C a.m., p.m. Requester: Phone No:z 7 -79 /3 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: T L ! '/%Y C A/G- Cs' i D 43(e P i /stet Peck' Inspector: Date: /a /2-/? r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 10/1/2018 City of Tukwila Department of Community Development FRANCISCO FLORES 4 140TH ST SE EVERETT, WA 98208 RE: Permit No. D17-0161 WASHINGTON PLACE - SWIMMING POOL 223 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/3/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/3/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Ripley Permit Technician File No: D17-0161 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 O City of Tukwila 0 Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 12, 2018 Christine Lee 18230 E Valley Hwy, Ste 195 Kent, WA 98032 RE: Request for Extension #1 Permit Number D17-0161 Dear Ms. Lee, This letter is in response to your written request for an extension to Permit D17-0161. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 9, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle Ripley 5)(1/(9 Permit Technician File: Permit No. D17-0161 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov RECEIVED CITY OF TUKWILA APR 0 9 2018 PERMIT CENTER f i Request for Extension # 6. Current Expiration Date: 14 \(1 Extension Request: �f , Approved for fg " days Denied (provide explanation) Signatures:nitials 0)1 9 6414 414 (641 K 3/1/2018 City of Tukwila Department of Community Development FRANCISCO FLORES 4 140TH ST SE EVERETT, WA 98208 RE: Permit No. D17-0161 WASHINGTON PLACE - SWIMMING POOL 223 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/9/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/9/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D17-0161 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 HERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0161 DATE: 06/14/17 PROJECT NAME: WASHINGTON PLACE — SWIMMING POOL SITE ADDRESS: 223 ANDOVER PARK E X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Deferred Submittal # after Permit Issued DEPARTMENTS: AT /Mc (ON'UD'47 A b -d&-1 Fire Prevention Building Division (Ifs Public Works Structural MD ;MO 11 Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: _Not Applicable ❑ (no approval/review required) DATE: 06/15/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 07/13/17 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff initials: 12/18/2013 EMERALD CITY POOL & SPA Washington State Department of Labor & Industries Hoene Espanol Contact Safety & Health Claims & Insurance Search L&I Page 1 of 3 A -Z index Help My LCI Workplace Rights Trades & Licensing EMERALD CITY POOL & SPA Owner or tradesperson Principals FLORES, FRANCISCO J, OWNER Doing business as EMERALD CITY POOL & SPA WA UBI No. 602 221 347 4 -140TH ST SE EVERETT, WA 98208 425-743-7532 SNOHOMISH County Business type Individual Governing persons FRANCISCO JAVIER FLORES MELISSA VALERIE FLORES; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties Swimming Pools, Spas and Hot Tubs License no. EMERACP983M3 Effective — expiration 07123/2002— 06/12/2019 Bond RLI INS CO Bond account no. SRS1009468 Active. Meets current requirements. $6,000.00 Received by L&I Effective date 07/25/2006 07/19/2006 Expiration date Until Canceled Insurance Scottsdale Ins Co $1,000,000.00 Policy no. CPS2530178 Received by L&I Effective date 08/15/2016 08/15/2016 Expiration date 08/15/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602221347&LIC=EMERACP983M3&SAW= 8/4/2017 EMERALD CITY POOL & SPA No L&I tax debts are recorded for this contra( cense during the previous 6 year period, but some may be recorded by other agencies. License Violations Infraction no. NJAJC01606 Issue date 08/09/2013 Violation city EVERETT Type of violation CONSTRUCTION INFRACTION Description Advertising, offering to do work, submitting a bid or performing work when the contractors registration is suspended or revoked. (Francisco Flores was installing the finish coating of mortar/concrete mixture to the inside surface of the pool at the above Multi family complex when his contractor registration was suspended) Satisfied RCW/WAC 18.27.200(1)(b) RCW Violation amount $500.00 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 034,965-02 Doing business as EMERALD CITY POOL & SPA Estimated workers reported Pending current quarter filing L&I account contact TO / (360)902-4715 Track this contractor I Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes This contractor received a valid strike(s) for violation or infraction for the following L&I law(s). Learn more about contractor strikes. RCW Violation 18.27.200 Description Failure to comply with contractor registration requirements, per RCW 18.27 Contractors not allowed to bid No debarments have been issued against this contractor. Effective Date 11/2/2013 Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 02/11/2013 Inspection no. 316416833 Location 1433 8th St NE Auburn, WA 98498 Violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602221347&LIC=EMERACP983M3&SAW= 8/4/2017 POOLS\2015\2151571-1 1=5.33 04-19-17 JMA CHEM. STORAGE POOL EQUIPMENT O CI LAUNDRY STAIRS BLDG. MAINT. HALL LOCKING DOOR (TYP) 110 400 BACKWASH r DIAPER CHANGING STATION RESTROOM r MIN. • A 4 . CL �� z � M 000 • 2-1/2"0 SWIMMING POOL 16' X 38' SKIMMER (TYP) 40 GPM DESIGN 30 GPM NORMAL PROVIDE CONTRASTING COLOR FOR STAIR TREAD. (TYP) • 4'. . RETURN { up a SELF-CLOSING, SELF - LATCHING DOOR W/ SWIPE CARD ACCESS 6'110" 20 GPM 1. LIGHT 4' (TYP) RETURN 20 GPM RETURN 20 GPM } 6' GRAB RAIL & STEPS 10" !. 5'-8" NON -SLIP TILE DECK SLOPED TO DRAIN. PROVIDE DRAINAGE COLLECTION SYSTEM AS REQUIRED BY J SWIM LIFT SELF-CLOSING, SELF - LATCHING DOOR W/ IPE CARD ACCESS EXERCISE ROOM FIXED WINDOW (TYP) KITCHEN 0 0 . 0 com MEN'S DINING HOTEL LOBBY 1 1 u VESTI : ULE 119 198 SF F SEPARATE PERMIT I.. O+ ilED FOR: "Mechanical Ea Electrical 'Plumbing 'Gas Piping City of Tukwila BUlt..r) G DIVISION POOL CHARACTERISTICS REVISIONS DESCRIPTION POOL DESIGNATION DIMENSIONS (feet) DEPTH SURFACE AREA (sf): SHALLOW END DEEP END TOTAL VOLUME (gallons) TURNOVER (minutes) FILTER AREA (sf) FILTER RATE (gpm/sf) BATHER LOAD LIMITED USE 16 X 38 3'-10" to 4'-8" 608 0 608 19,500 4.1 ® 80 GPM 4.91 16.3 ® 80 GPM 24 05-24-16 CHANGED DEPTHS A 08-16-16 DEPTH CHANGE A 03-14-17 PER COT REVIEW 04-19-17 ADA LIFT LOCATION POOL EQUIPMENT DESCRIPTION POOL FILTER PUMP (P1) HEATER (H1) CHEMICAL FEEDER CHEMICAL CONTROLLER MAIN DRAINS (2) SKIMMERS (2) INLETS (4) LIGHT (4) FLOW METER PRESSURE/VACUUM GAUGES STEP INSERTS AUTO -FILL PENTAIR TRITON TR100C, NSF 4.91 SF HIGH RATE SAND W/ SELECTOR VALVE PENTAIR WHISPERFLO WFE-3, 0.75 HP, 230V, 10 PENTAIR MASTERTEMP 250,000 BTU, ASME PENTAIR INTELLICHEM ACID & CHLORINE FEEDER W/ 15 GAL SOLUTION TANKS, NSF 50 STENNER 45 BROMINE FEEDER W/ 15 GAL SOLUTION TANKS, NSF 50 PARAMOUNT SDX W/ FIELD FABRICATED SUMP 43.2 SQ. INCH OPENING AREA STA -RITE U-3 W/ WEIR & BASKET NO EQUALIZER STA -RITE DIRECTIONAL, 1" EYEBALL (WALL) INTELLIBRIGHT, 100 WATT LED BLUE -WHITE (40 - 150 GPM) ONE/ONE LEVELOR K1100 MISCELLANEOUS EQUIPMENT ITEM DESCRIPTION RESCUE POLE RESCUE POLE LIFE RING TEST KIT THERMOMETERS SKIMMER, VACUUM, HOSE WALL BRUSH BLANKET FIRST AID KIT SIGNS ONE STRAIGHT POLE, 12' MIN. W/ LIFE HOOK 8' TO 15' TELESCOPIC 24"0 RING W/ 50' ROPE DPD TAYLOR 1 1 EACH ONE 18" ONE ONE 24 -UNIT & BLANKET SEATTLE -KING COUNTY POOL RULES EMERGENCY 911 "NO LIFEGUARD" rn 1 11)rn DISTANCE TO FURTHEST UNIT: < 500' NUMBER OF FLOORS: 19 FACILITY REQUIREMENTS: DIAPER STATIONS, SHOWERS, REST ROOMS DEPTH MARKER LEGEND MARK DEPTH LETTER SIZE COLOR A B C D 3'-10" 4'-0" 4'-6" 4'-8" 4" MINIMUM 4" MINIMUM 4" MINIMUM 4" MINIMUM CONTRASTING CONTRASTING CONTRASTING CONTRASTING 1- w 0 NOTES: 1. PROVIDE DEPTH MARKERS IN ENGLISH AND METRIC UNITS. 2. PLACE NON -SLIP MARKERS ON THE DECK AND POOL SIDEWALL. 3. PLACE "NO DIVING" MARKERS ALONG DECK AND SIGNAGE ON WALLS. RE SONS No changes shall he ma -de to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees FILE COPY Permit No.19t(I'' tiO Plan review cppronl is subject to errors and omissions. Approval of constructio the violation of a of approved Fi merits does not authorize ordinance. Receipt s is acknowledged: By:,�!, Gate: e �� City of Tui ifa BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 01 2017 City of Tukwila BUILDING DIVISION RECEIVED , CITY OF TUKWILA JUN t 4 2017 PERMIT CENTER WASHINGTON PLACE DATE DATE 01-13-16 DRAWN J.M.A. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 2151571 SHEET NO. SP 1 1 Of 4 Sheets — #3 ® 10" 0.C. 4 I:r 6" MIN. STRUCTURAL VAULT W/ WATERPROOFING (BY OTHERS) • GUNITE W/ PLASTER FINISH POOL SECTION 38' - " NTS - 0" MIN. #3 ® 10" 0.C. (TYP) POOL DECK SLOPED TO DRAIN (1/4" PER FT. MIN.-/ 1/2" PER F. MAX.) (NP) - 12' WATER LINE TILE (TYP) WATER SURFACE 12" (TYP) (TYP) - PRE -CAST COPING (TYP) co �I- SPRINGLINE 1V : 12H MIN. 10'1— (TYP) d• 9" R 5-24-16 JJD POOLS\2015\2151571-2 1=4 MAIN DRAIN SEE DETAIL POOL SECTION S.S. HANDRAIL (34"-38" HIGH) 6" R © 3'-10" DEPTH L L L L L L L L L L L L L LI 1 1 L L LL t�-t_L-�ttttL-ihL-i -hl 1 1 1 -t L L L L L L L L L L L L L L t=L-�L-t_-L-L±J LtCht= l+7 _L-L_L_LLhLLLL 1 1 1 1 1 A 1 12" (TYP) I/ MAX. 5 EQUAL RISERS 10" HEIGHT EXCEPT BOTTOM RISER MAY BE 2"± FROM UNIFORM HEIGHT 6" TILE ROW CONTRASTING NON -SLIP TILE PER DETAIL C HANDRAIL DETAIL NTS 1 WATER LINE CONT. #4 0 EA. NOSE #4 © 12" OC TOP ® STAIR • REINF. PER PLAN 10" MIN. STEP REINFORCING NTS SPECIAL INSPECTION REQUIREMENTS OPERATION CONTINUOUS PERIODIC REMARKS CONCRETE PLACEMENT X REINFORCING PLACEMENT X NOTE: BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF ALL ITEMS MARKED WITH AN "X" SHALL INSPECTION SHALL BE PERFORMED BY ENGINEER AND BUILDING OFFICIAL SHALL FAILING TO MEET THE PROJECT SPECIFICATIONS THE DESIGN TEAM. — ONE ROW NON -SLIP 2"X2" TILE ON STAIR TREAD. ALL TILES SHALL CONTRAST IN COLOR TO SURROUNDING POOL FINISH. 1-5/8" 1/2" RADIUS THIN SET — GROUT BED NON -SLIP POOL FINISH STEP EDGE DETAIL NTS GUTTER/DECK JOINT OR POOL FACE (2) 6" X 6" DEPTH MARKER (TYP) 5" IN NO DIVING 1 6" X 6" "NO DIVING" MARKER DECK DECK JOINTS SHALL NOT INTERSECT DEPTH MARKERS NOTES: 1. DEPTH SHALL BE VERIFIED BY CONTRACTOR AND MARKERS SHALL BE INSTALLED TO TO INDICATE ACTUAL DEPTH OF WATER. 2. DEPTH MARKERS SHALL BE SPACED AT NOT MORE THAN 25-0" INTERVALS MEASURED PERIPHERALLY. REFER TO PLAN FOR APPROXIMATE LOCATION. 3. TILES SHALL BE RECESSED SO THAT THE FACE OF THE TILE IS FLUSH WITH THE FINISHED SURFACE. 4. DEPTH AND "NO DIVING" MARKERS SHALL BE 6" X 6", WHITE, NON -SLIP TILE WITH 4" HIGH BLACK NUMERALS OR RED INTERNATIONAL "NO DIVING SYMBOL. 5. DIMENSION OF TILE DEPTH MARK ON GUTTER/DECK JOINT OR POOL FACE TO BE SAME, 6"X6". DEPTH MARKER DETAIL -DECK IT. D NTS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 01 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 142017 PERMIT CENTER REVISIONS A05-24-16 CHANGED DEPTHS A. A. (I) z QQV) W J V)F- Zzcr OO W O Z EMERALD CITY POOLS w J 0 w U) w N 0 �t- I CO 0 N CO WASHINGTON PLACE w 0 IX a POOL SECTION & DATE 01-13-16 DRAWN J.M.A. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 2151571 SHEET NO. SP 2 2 Of 4 Sheets 03-14-17 JMA CRL\E:\POOLS\2151571-3 EQUALIZER PLUG AUTOMATIC SKIMMER DETAIL NTS 2" WASTE LINE W/ SIGHT GLASS TO 4" DRAIN. PROVIDE 8" ADAPTER TO PREVENT SPLASHING. (SAND FILTER ONLY) AIR GAP PRESSURE GAUGE (TYP) MANUAL AIR VENT FILTER FILTER BACKWASH VALVE (SAND FILTER ONLY) PRESSURE GAUGE BACKWASH PIPE W/ SIGHT GLASS PUMP 1" POTABLE WATER SUPPLY PER - ICAL PLANS REDUCED PRESSURE BACKFLOW PREVENTER (PER PLUMBING PLAN) NOTE: RETURN TO POOL INLET FITTING DETAIL NTS —2-1/2"0 HEADER 2-1/2"0 FROM SKIMMERS 2-1/2"0 FROM MAIN DRAIN "AUTO -FILL" WELL T & P VALVE 1. REMOVE HANDLES FROM BALL VALVES AFTER SYSTEM IS BALANCED. 2. SEE PLAN FOR PIPE SIZES. HEATER 1" SUPPLY TO POOL POOL EQUIPMENT PIPING DIAGRAM NTS FLOW METER - BALL VALVE (TYP.) CHLORINATOR 2-1/2"0 RETURN L CONDUIT TO BOX LIGHT FORMING SHELL UNDERWATER LIGHT DETAIL NTS AIR GAP— 2" 0 BACKWASH DISCHARGE PIPE. 45' NOTCH FLOOR 8"0 ADAPTER NOTE: INCLUDE P -TRAP ON SEWER STANDPIPE SANITARY SEWER STANDPIPE 4"0 MINIMUM FILTER BACKWASH DETAIL NTS bil 010 RECEIVED CITY OF TUK`tiNILA JUN I42017 FERMI 1�r NED FOR CODE CO O!!ED CE APPR AUG 41 2011 City of Tukwila �I�1N�0 11W •p�ci BUILDING DIVISIOT LIOZ 1. Nnr V1IM}If11 JO A110 (J3AI331:1 REVISIONS 1 03-14-17 PER COT REVIEW 0 CL- 0 141 vCO rn N I N �r) rn Cr) rn N rn K) N E< 1 W J Z�F_ ZOO W O Z EMERALD CITY POOLS 4 - 140TH STREET SE co N 03 Q) N) LO N. n LO N LiJ U CLQ WASHINGTON 0 w 0 DATE 01-13-16 SHEET NO. SP 3 3 Of 4 Sheets CRL\E:\POOLS\2 PARAMETER POOL RECIRCULATION A — SUMP OPENING (INCHES) 8 ROUND D — MANIFOLD PIPE DIAMETER (INCHES) 2.5 B — SUMP DEPTH (INCHES) 1* SUMP TYPE FIELD FABRICATED SUCTION COVER PARAMOUNT SDX COVER OPEN AREA (SQ. INCHES) 43.2 NUMBER OF COVERS 2 FLOOR TOTAL COVER OPEN AREA (SQ. INCHES) 86.4 CERTIFIED MAXIMUM FLOW CAPACITY (GPM) 200 DESIGN FLOW (GPM) (100% PER COVER) 80 APSP-7 DESIGN FLOW (100% PER COVER) (GPM) 80 MANIFOLD VELOCITY © 50% FLOW (FPS) --- VELOCITY AT APSP-7 FLOW THROUGH COVER (FPS) 0.59 MANIFOLD VELOCITY AT APSP-7 FLOW (FPS) 5.4 * MANUFACTURER DOES NOT REQUIRE A SUMP IF COVER IS RELATIVELY CENTERED OVER SUCTION PIPE. NOTES: 1. CONTRACTOR TO CONFIRM PUMP FLOWS AFTER COMPLETION OF WORK TO VERIFY VALUES ABOVE ARE NOT EXCEEDED. 2. MANIFOLD EXTENDS FROM COVER CONNECTION TO COVER CONNECTION INCLUDING THE TEE FITTING. 42" MIN. FLUSH W/ DECK NOTE: COVER MANUFACTURER DOES NOT REQUIRE A SUMP FOR ANSI/APSP-16 (2011) COMPLIANCE PARAMOUNT SDX COVER W/ FRAME STRUCTURE PLASTER SUCTION PIPE MAIN DRAIN DETAIL 14.5" TO 19" 2.5" MIN. 14" 2500 PSI MIN .1 • •• , <I . tt 4 I•<4• • IL /• • L .1 1 • < .1 •, • . , . t <L •f 1• 1 / 1• < 1' • 1 FG ;;;A 1'1 . G<I' / L ..•f •• 1L 1 •''1 . r•L• I• <ID11• < 1 � • • • f •• L •1 1 ,• <• 4" MIN. FOR RETRO FIT INSTALLATIONS DRILL Sc EPDXY INTO EXISTING SLAB #4 REBAR E—W (4 PCS) 2" CLR MIN. (TYP) ANCHOR JIG -PLATE W/ MANUFACTURER SUPPLIED ANCHOR BOLTS. BOND JIG PLATE TO BONDING GRID & BONDING LUG USING 8 AWG SOLID COPPER WIRE. POOL LIFT DETAIL NTS NTS NOTES: 1. PLACE MOUNTING PLATE IN RELATION TO POOL/SPA EDGE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. INSTALL MOUNTING PLATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. BOND REINFORCEMENT PLATE IN ACCORDANCE TO NEC AND LOCAL CODES. GENERAL NOTES CONFORMANCE All material and construction methods shall conform to Chapter 246-260 WAC, "Water Recreation Facilities" published by the Washington State Department of Health, International Building Code, International Electrical Code and International Mechanical Code, International Electrical Code, latest editions, as modified by the local agency having jurisdiction. DESIGN CRITERIA The pool walls are designed to meet the load requirements resulting when the pool is empty assuming lateral earth pressure (equivalent fluid pressure of 35 psf) on the entire height of wall and also resulting when the pool is full of water assuming no lateral earth resistance for the top 2-1/2 feet of the wall. It is further assumed that the pool shall be poured against firm undisturbed soil allowing that the top 2-1/2 feet of wall may be formed and fill provided in back thereof. The soil shall have a minimum soil bearing capacity of 1,500 psf. The pool is not designed against hydrostatic uplift when empty and therefore a pressure relief valve is to be provided at the lowest point. This type of pool eliminates the use of forms on most of the work and therefore its use is limited to soils which can be shaped to the desired contour and which will retain its shape until the gunite is placed. The pool may also be poured against properly installed formwork backed by compacted granular fill. CONCRETE Gunite: 1 part cement, 4-1/2 parts sand, based on dry and loose volume; 2,500 psi ® 28 days. Portland Cement Type I or H, ASTM C-150, seven sack mix. REINFORCEMENT Reinforcing steel, deformed intermediate grade, fy = 40,000 psi, ASTM A-15. Lap splices 40 diameters; support on concrete blocks and tie with 16 gage annealed wire; 2" minimum cover between earth and steel. CONSTRUCTION Maximum length of pool without control joint is 60'-0". Gunite is to be placed monolithic and pneumatically. EARTH SURFACES To be thoroughly compacted and neatly trimmed to line and grade. WALKWAYS 4' foot minimum width, concrete, non—slip finish, sloped to drain away from pool (By Others). BARRIERS Barrier protection shall be provided to prevent unauthorized access to pool facilities including: A. A barrier of sixty inches or more in height: 1. Not allowing passage of four—inch diameter sphere; 2. If it has horizontal members that are spaced less than forty—five inches between the tops of the horizontal members, shall have spaces between the vertical members no greater than a width of one and three—quarter inches; or 3. If it has horizontal members that are spaced at, or more than, forty—five inches between the tops of horizontal members, shall have spaces between the vertical members no greater than a four—inch width. 4. Lockable gates and entrances provided with a self—closing, self—latching mechanism sixty inches or more from the ground with a clear space fifty inches deep on the latch side of door to position a wheelchair. When a latching mechanism is provided at any lower height, the latching mechanism shall be of a type remaining continuously locked, and only opening with the use of a key or other access control system. B. An entrance to the pool area shall not serve as a required exit from another part of a building when there is a conflict with other codes or regulations. C. The door to the equipment room shall be lockable and locked when not in use. STEPS Edge of pool steps shall be of contrasting color from body of pool. Steps shall be of non—slip tread finish. Riser shall have a minimum unobstructed, horizontal twelve inch tread depth and a minimum two—hundred forty square inch surface area. Pool risers shall have an uniform height between 7.5 inches (preferred) and 10 inches, except for the bottom riser which may be plus or minus 2 inches of the uniform height. Spa risers shall be similar to those for the pools, except for the bottom riser which may be less than uniform height. ENERGY CODE Provide pool/spa equipment, covers, piping insulation, motors, etc. in accordance with the applicable portions of WSEC Chapter C404.10. COVERS Provide cover in accordance with WSEC Chapter C404.10.3 for pool facilities heated to 90T or greater. Cover shall meet ASTM F1346, latest edition. PIPING Plastic, 1-1/2" minimum diameter unless otherwise noted; Type 1 PVC Schedule 80, solvent weld. All piping must be bedded and backfilled per the manufacturer's recommendations. HOSE BIBBS Provide bibbs with vacuum breakers adjacent to walks. (By Others) WASTE WATER To be disposed of through air gap. The air gap shall be a minimum of two times the filter waste pipe diameter. FLOOR DRAIN Zurn #3245 floor sink or equal, backwash line to terminate above grate, as noted above. MAKE—UP WATER If not otherwise provided for in the drawings, make—up water shall be provided by hose bibb located in pool deck area by Owner. Vacuum breaker protection shall be provided. Provide water supply to equipment room protected with state approved reduced pressure backflow prevention device. H EATER Install in accordance with the National Electrical Code and the Uniform Mechanical Code. Locate so an starting pilot and on/off switch is readily accessible. Conform to WSEC Table C404.2 as applicable. Provide controls to regulate temperature from maximum design setting down to 65' F. Locate controls in area inaccessible to users. Lock out after setting. LIGHTING Provide not less than 30 foot—candles intensity measured at the surface of indoor pools and spas; 10 foot—candles for outdoor facilities; 10 foot—candles for pool deck; 20 foot—candles for locker rooms, equipment rooms and restrooms. Provide protective shielding. Indoor pools shall have. emergency lighting per UL 924. (By Others) VENTILATION (As Applicable) Provide ventilation conforming to the ASHRAE pool facility standards for indoor facilities. (By Others) SHOWER FACILITY Provide (ByOthersmeans) to prevent maximum temperature from exceeding 110' F. EMERGENCY EQUIPMENT (By Others) During the period the facility is open for use, the following is required: A. Telephone within one minute access. B. Standard 16 unit first—aid kit and blanket reserved for emergency use. C. Provision of a clearly marked emergency shut off switch for turning off all pumps. Switch shall be equipped with an audible alarm to alert others at the area of the facility. The switch shall be accessible to the public and located within 20 feet of the spa. SIGNAGE AND TESTING EQUIPMENT Provide signage and testing equipment in conformance with applicable regulations. (By Others) EQUIPMENT Proper housing to protect equipment shall be provided (By Others). CHEMICAL STORAGE Store chemicals in accordance with the manufacturer's requirements to minimize health and safety risks. Provide separate room from pool equipment room when feasible. (By others) OPERATION OF POOL It is the owner's responsibility to operate in compliance with rules and regulations of the Washington State Department of Health. DISABILITY ACCESS Provide "person with disability" access per applicable regulations. (By Others) DRINKING FOUNTAINS Provide drinking fountains per UPC, Appendix C. (By Others) NOTE: See Architectural Plans for Building, Fence, Electrical, Ventilation and M cha BACKFLOW PREVENTION Provide reduced pressure prevention assembly backflow prevention devices on plumbing fixtures connected to the potable water system which serve the pool related facilities. INSULATION Provide insulation on exposed recirculation system within the contained space per Washington State Energy Code for pool and spa facilities heated to greater than 105T. REC CITY OF REVISIONS J�\ 03-14-17 PER COT REVIEW 0 J a) N r N rn Z wr(~W/) �. J ZWpm C5ZX ZOO WUZ EMERALD CITY POOLS 4 - 140TH STREET SE 00 0 N 00 O) 01-13-16 Pr) a7 r N �t- n cN Lr) REVIEWED FOR CODE COMPLIANC APPROVED AUG 01 2017 City of Tukwila WE/DING DIVISIOI< (ID w DATE 01-13-16 DRAWN J.M.A. ESIGNED J.J.D. JUN 14 2017 PERMIT CENTER A APPROVED PROJECT NO. J.J.D. 2151571 SHEET NO. SP 4 tIN, i 111111 Of 4 Sheets