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HomeMy WebLinkAboutPermit PG17-0079 - WASHINGTON PLACE - SWIMMING POOLWASHINGTON PLACE SWIMMING POOL 223 ANDOVER PARK E PG 17-0079 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 0223100090 Permit Number: PG17-0079 223 ANDOVER PARK E Issue Date: 9/1/2017 Permit Expires On: 2/28/2018 WASHINGTON PLACE - SWIMMING POOL Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WASHINGTON TOWERS LP 18230 E VALLEY HIGHWAY #195 , KENT, WA, 98032 FRANCISCO FLORES 4 140TH ST SE , EVERETT, WA, 98208 EMERALD CITY POOL & SPA 4 - 140TH ST SE , EVERETT, WA, 98208 EMERACP983M3 Phone: (425) 876-7943 Phone: (425) 743-7532 Expiration Date: 6/12/2019 DESCRIPTION OF WORK: INSTALL CIRCULATION PLUMBING FROM EQUIPMENT ROOM TO SWIMMING POOL INCLUDES INSTALLATION OF ONE 3/4" RPPA WATTS Series 009M2QT. Valuation of Work: $3,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $185.32 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: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Date: " / 1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and•r-d+ asses_:overning this work will be complied with, whether specified herein or not. The granting o 'this permit does not pvesume to give authority to violate or cancel the provisions of any other state or local I:ws regulating constr. tion or the performance of work. I am authorized to sign and obtain this development p: rg:nd agrethe conditions attached to this permit. Signature: Print Name: Q Date: 7( a 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: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate [provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of the RPPA installation work at least 24 hours in advance. The RPPA shall be installed per manufacturer's specifications a nd tested by a certified tester upon installation. Backflow test report shall be submitted to the Public Works Inspector prior to final Public Works permit sign -off. 16: Thereafter the RPPA shall be tested on annual basis at the property owner expense and test reports submitted to Tukwila WATER DEPT., 600 Minkler Blvd, Tukwila, WA 98188, phone 206 433-1860, fax 206 575-3404. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUK ,A Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:t/www.TukwitaWA.gov [-SITE LOCATION Plumbiing/Gas :Permit No Project No. Date Application Accepted: Date Application Expires: n-01 � (For eke ash only, PLUM IN G / GAS ]PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** aL.,d, /� King Co Assessor's Tax No.: Site Address: '3. �n' / i 6, 1i'1 '''uite Number: Floor: 1 Tenant Name: WG '�Q �/ eicvr-e / P ggili, New Tenant: .14"' Yes ❑.. No PROP.E.RTY OWNER Name: moutiw T Name: 0 Address: _- z,-_,_ S . City: State: Zip: CONTACT PERSON - person receiving all project. communication - Name: moutiw T _ / Address: 4-14 A' �7 Address: L/, _ /40 7��I� i _- z,-_,_ S Contr Reg No. 4,,Lpq 6,31h'xp Date: 01(2_ City: �� -1 Tukwila Business License No.: ) State: k Zioig 24,9n Phone:4L02, F g36_ 4)'19 Fax: Emailkhkad 1,c /"o- C t(b►'! lam. efri, _ 'PLUMBING CONTRACTOR IN -FORMATION Company Name: .6424(24/ � g'W(YL Address: 4-14 A' �7 City:ate _ State: iim... Zip: 7g 2,414 Phone: %Td s g--� Fax: Contr Reg No. 4,,Lpq 6,31h'xp Date: 01(2_ 20 `Q '} Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 3•e Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: H:\Applications\Forms-Applications On Line\201 7 Applications\Plumbing Permit Application Revised 8-9-11,docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures an, gas piping outlets being installed and the qua. 4 below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 I Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller I Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective c device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter , Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas - Each lawn sprinkler system on any one meter including backflow protection devices 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 extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demon 103.4.3 International Plumbing Code (current edition). I HEREBY CE c IFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO 13E TRUE UNDER PENALTY OF P F THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN AGENT: Signature: � Date: b/2,/ 2d)i • 1 Print Name: ° ,, V1/� � Day Telephone: Mailing Address: if " /4 444" 57t(O lAP 5974e3 H:\Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh City State Zip Page 2 of 2 VILAWq Cash Register Receipt City of Tukwila Receipt Number R12001 DESCRIPTIONS ACCOUNT QUANTITY . PAID PermitTRAK $1,864.27 D17-0161 Address: 223 ANDOVER PARKE Apn: 0223100090 $1,511.59 DEVELOPMENT $1,439.82 PERMIT FEE R000.322.100.00.00 0.00 $1A35.32 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $71.77 TECHNOLOGY FEE I 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 TOTAL FEES PAID BY RECEIPT: R12001 R000.322.900.04.00 0.00 $7.13 $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 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $33.15 PG17-0079 Address: 223 ANDOVER PARK E Apn: 0223100090 $33.15 PLUMBING $33.15 PERMIT ISSUANCE BASE FEE TOTAL FEES PAID BY RECEIPT: R11798 R000.322.100.00.00 0.00 $33.15 $33.15 Date Paid: Friday, June 23, 2017 Paid By: EMERALD CITY POOL Pay Method: CHECK 3682 Printed: Friday, June 23, 2017 11:08 AM 1 of 1 7?SYSTEMS INSPECTION RECORD Retain a copy with permit PP- L7 -o7p INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-367 Project: ,lath/ McAl fl C/1 Type of Inspection: "OD L. /'I..b'i 8/ - ,i�L Address: Z 3 4NdoViA Rim Date Called: Special Instructions: Date Wanted: .5"---3-/S a.m. p.m. Requester: Phone No: b4Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: . ap, _ �,Akk'kw_ de-pooi- P`u R//.-- k Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rJ7-00-q 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 _ Project: k' /� Type of Inspection:/ 4'4"iR' '---"--- OUG-/ PLOfflBiA/6- Address: 27-3 / NNo14MR X ' Date Called: Special Instructions: POO t- %U0/41 Date Wanted: 1-19.-18 C 0.m,, p.m. Requester: Phone No: ElApproved per applicable codes. a Corrections required prior to approval. COMMENTS: Pft Inspector: Date: /19-18 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 Project: C- . I4I,R t t)1 Type of Inspection: C �'tic'a.�ir i� ,r'_�L=�. Address: - Date Called: �I Special Instructions: • Date Wanted: ' i3P1 e/i Q.m. ""gym. Requester: Phone No: 0 Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: yrt. Inspector: 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ES -009 For Health Hazard Applications Job Name Job Location Engineer Approval Contractor Approval RECEIVED CITY OF TUKWILA RECEIVED , Contractor's P.O. No Representative AUG 16 2017 Series 009 TUKWILA Reduced Pressure Zone PUBLIC WORKS Assemblies Sizes: 1/4" - 2" Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series is designed to protect drinking water supplies from dangerous cross -connections in accordance with national plumbing codes and water authority requirements for non -potable service appli- cations such as irrigation, fireline, or industrial processing. This series features two in-line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy main- tenance and assembly access. Sizes 1/4" — 1" shutoffs have tee handles. Features FI PERMIT CENTER • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately acce • Captured springs for safe maintenance • Internal relief valve for reduced installatio • Replaceable seats for economical repair • Bronze body construction for durability 1/4 • Ball valve test cocks — screwdriver slotted • Large body passages provides low press • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access bronze cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fit- ting. The assembly shall meet the requirements of: USC; ASSE Std. 1013; AWWA Std. C511-92; CSA B64.4. Shall be a Watts Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. est Cock No 3 Bali Type Test Cocks REV EWED F 0 st ck dgsCOM P LIAV t i=, APPROVED First Check Mo du I — 2" AUG 2 9 2017 Assem ly re drop City of Tukwila.P. zone BUILDING DIVISQLL Test Cock No. 4 ilve Assembly Second Check Module Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. NOTICE CORRE TION Inquire with governing authorities for loctirtUtion requirements LLQ Cri 007? Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- w� out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Available Models: 1/4" - 2" Suffix: QT - quarter -turn ball valves S - br©rzetraier LF ./ _Viiitheat sti itoff'vMves' AQT - elbow fittings for 360° rotation 3/4" -2" only PC - internal Polymer'doating SH - stainless steel ball valve handles HC - 21/2'^ inl4t/outlettifi6 hydrant fitting (2" valve) Prefix: C - clean and check strainer - 1" only U union connections (see ES -U009) Materials: 1/4" - 2" Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable stain- less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U ('/2" - 2"). Series 0090T furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Pressure / Temperature Series 009 1/4" - 2" Suitable for supply pressure up to 1 75psi (12.1 bar). Water temperature: 33°F - 180°F (0.5°C - 75°C). Standards USC ASSE No. 1013 AWWA 0511-92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. SP Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. UL Classified 3/4" - 2" (LF models only except 009M3LF) MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AGA /"-'/z" 009, 3/4" 009M2/M3 %z 13 2' 60 3'/ 79 0.625 0.28 909AGC 1/4"-1" 009/909, 1"-11/2" 009M2 1 25 3'/4 83 4'/ 124 1.5 0.68 909AGF 11/4"-2" 009M1, 1W-3" 009/909, 2" 009M2, 4"-6" 993 2 51 43 111 63/4 171 3.25 1.47 909AGK! 4"-6" 909, 8"-10" 909M1 3 76 63 162 9% 244 6.25 2.83 909AGM 8"-10" 909 4 102 73 187 11'/4 286 15.5 7.03 909ELA /"-W 009, 1/4" 009M2/M3 - - - - - - - - 909ELC 1/4"-1" 009/909 - - 2% 23/ 60 0.38 0.17 909ELF 4 - " I1', 1 09/9, 1.* M 35 " 35% 92 2 0,91 909ELH Vertical /1/2"-3" i 09/909 - - - - - - - - Epoxy coated A A Dimensions and Weight: 1/4" - 2" 009 009 1/4'4 - 2" SIZE in, in. A mm in. B mm in. DIMENSIONS C mm (APPROX.) D in. mm in. L mm in. STRAINER DIMENSIONS M mm N in. mm WEIGHT lbs. kgs. '/4 10 250 45/4 117 33/4 86 11/4 32 51/2 140 23/8 60 212 64 5 2 3/4 10 250 45/8 117 33/8 86 11/4 32 51 140 23/8 60 21/2 64 5 2 1/2 10 250 45/4 117 33/8 86 11/4 32 5/ 140 23/4 70 21/4 57 5 2 %4 10%4 273 5 127 31/2 89 11/2 38 63/4 171 33/8 81 23/4 70 6 3 >. 1 141/2 368 51/2 140 3 76 21/2 64 91/2 241 33/4 95 3 76 12 5 11/4 173/8 441 6 150 31/2 89 21/2 64 11% 289 42/12 113 31/2 89 15 6 112 17'/4 454 6 150 3' 89 21/2 64 111/2 283 4' 124 4 102 16 7 2 213/8 543 73/4 197 41/2 114 31/4 83 131/2 343 515/18 151 5 127 30 13 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25" Capacity Performance as established by an independent testing Laboratory.*Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) '/a" 009QT kPa psi 1 /4" 009M2QT 172 25 138 20 103 15 69 10 35 5 .25 .60 .75 1.17 gpm 0 0 .95 1.9 2.9 3 8 4.5 Ipm pp 0 kPa 138 117 96 76 55 35 psi 20 17 14 1 8 5 pp 0 0 kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP 0 0 3A" 009QT kPa psi 172 25 138 20 103 15 69 10 35 5 AP 0 kPa 30 165 24 124 18 83 12 41 6 0 0 .25 .50 .75 1 1.25 1.50 2.5 3. gpm .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm t2" 009QT * 2.5 5 7 5 10 12.5 15 gpm 3 8 9 5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 4.6 mps * 3/ ' 009M3QT ■■■ ■I■■■■■■■■■■■■■■■■■ ■■■ii■I■■■■■■■■■■■■■■■■. ■■■■■■1 ■■■■■■■■■■■■■1M■ ■■■■■■1 ■■■■■®■■■■1111Ma/■■ :■■■■■1�■■■■�/�Mi/■■■■■■ U■■■■■II■■■■■■■■■■■■■■■■ ■■■■■■I1■■■■■■■■■■■■■■■■ ■■■■■■It■■■■■■■■■■■■■■■■ ■■■■■■I■■■■■■■■■■■■■■■■■ 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP07.6 23 38 53 68 84 99 114 129 144 160175 Ipm kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 7.5 15 2.3 4.6 11 mps 5 10 20 30 40 50 60 70 80 gpm 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps %WATTS® kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 pp 0 0 10 20 30 40 50 0 38 76 114 152 190 5 7.5 10 1.5 2.3 3.0 11/2" 009M2QT 60 70 80 gpm 228 266 304 Ipm 15 fps 4.6 mps psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 114 152 190 228 266 304 342 380 418 456 fpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" 009M2QT 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 9001-20081 CERTIFIED A Watts Water Technologies Company ES -009 1318 USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca O 2013 Watts August 11, 2017 ENGINEERING CONSULTANTS NORTHWEST City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attention: Rachelle Ripley 811: Porter Way Milton; WA 98354 (253) 952-7797 FAX (253) 952-7799 Reference: Washington Place. 223 Andover Park W. Swimming Pool - PG17-0079 Dear Ms. Ripley: This letter has been written in response to your review letter dated July 26, 2017. Please note the following: 1. The Pool Equipment Piping Diagram on plan Sheet SP3 has been revised to specify the Reduced Pressure Backflow Preventer (RPPA) information. 2. The cut sheet for the RPPA is attached. 3. The Backflow Prevention note on plan Sheet SP4 has been revised. We trust we have addressed all of your concerns. If you have questions or need additional information please do not hesitate to call. Attachments RECEIVED Very Truly Yours, / CITY OF TUKWILA AUG 16 2017 PERMIT CENTER CRL:\D\Jobs\2015\2151571-Emerald-WA-Place \COT -RR -1 Itr.wpd minczyk, P.E. gineenng Consultants Northwest, Inc. CORRECTION LTR# Q pG 1'1- 00 7? July 27, 2017 City of Tukwila Department of Community Development FRANCISCO FLORES 4 140TH ST SE EVERETT, WA 98208 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG17-0079 WASHINGTON PLACE - SWIMMING POOL - 223 ANDOVER PARK W Allan Ekberg, Mayor Jack Pace, Director Dear FRANCISCO FLORES, r 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 following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Pool Equipment Piping Diagram on sheet SP3 refers to Reduced Pressure Backflow Preventer.(RPPA). Please specify size/manufacturer/model number and show location on plan (room #) where this backflow is going to be installed. 2) Submit RPPA cut sheet and circle the proposed devise. 3) Based on BACKFLOW PREVENTION NOTE on sheet SP4 are there any other RPPA required for the pool. If not, the subject note shall be modified. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. PG17-0079 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 �'ERMIT COORD COPY- PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0079 DATE: 08/16/17 PROJECT NAME: WASHINGTON PLACE - SWIMMING POOL SITE ADDRESS: 223 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Pub is Works Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator Ij PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/17/17 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 09/14/17 Approved Corrections Required ❑ 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 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0079 DATE: 06/26/17 PROJECT NAME: WASHINGTON PLACE - SWIMMING POOL SITE ADDRESS: 233 ANDOVER PARK E X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Deferred Submittal # after Permit Issued DEPARTMENTS: Wilding Division �� C� 21 C)13W 111°14 Public Works �1T Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/27/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 07/25/17 ❑ 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 0 Fire ❑ Ping ❑ PW [ Staff Initials: I' Z1 11 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I I N l ( Plan Check/Permit Number: e / 4- - O'0 4-1 ❑ Response to Incomplete Letter # en Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner • Deferred Submittal # Project Name: WA-7NI /- Project Address: 2 2-3 /414/401e-'61( f24 -A' i T. X4103. Contact Person!f 84�NGi Stip �� Phone Number: � Summary o(Revision: G— W-0 < 04-0-1(4,44— Via/ CITY OF TUKWILA PERMIT CFNTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision ./e., C. Received at the City of Tukwila Permit Center by: ` \,t. _Entered in TRAKiT on g"t c," ( •W:\Permit Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015- • EMERALD CITY POOL & SPA Home Espanol Contact. Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 3 A -Z Index Heil) tp 14Iy L&I 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 Active. Meets current requirements. 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 $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. CPS2920019 Received by L&I Effective date 08/15/2017 08/15/2017 Expiration date 08/15/2018 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= 8/31/2017 EMERALD CITY POOL & SPA No L&I tax debts are recorded for this contr 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 mortarlconcrete mixture to the inside surface of the pool at the above Multi family complex when his contractor registration was,suspended) license during the previous 6 year period, but some 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 Quarter 2 of Year 2017 "1 to 3 Workers" L&I account contact TO / (360)902-4715 Track this contractor ' 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 Violations Inspection no. 316416833 Location 14338th St NE Auburn, WA 98498 Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602221347&LIC=EMERACP983M3&SAW= 8/31/2017 POOLS\2015\2151571-1 1=5.33 08-11-17 JAIA MECH/STORAGE CHEM. STORAGE 11 r r C19.9 ( / / , / 0 LAUNDRY STAIRS BLDG. MAINT. RESTROOM HALL LOCKING DOOR (TYP) C POOL EQUIPMENT ELECT PUMP •o] * POTABLE WATER SUPPLY WITH APPROVED BACKFLOW PREVENTION DEVICE. RE '00 .6\ 4"0 BACK r NASH CV CV N N 19. HOSE BIB DIAPER CHANGING STATION 9. .44 • 4 .4 • .4 • A1. . 4 r 4 • I• - SWIMMING POOL 16' X 38' SKIMMER (TYP) 40 GPM DESIGN 30 GPM NORMAL PROVIDE CONTRASTING COLOR FOR STAIR TREAD. (TYP) NON -SLIP TILE DECK RETURN 61 10" 49 UP J SELF-CLOSING, SELF - LATCHING DOOR W/ SWIPE CARD ACCESS 20 GPM • LIGHT , (TYP) RETURN 20 GPM RETURN 20 GPM 4 X GRAB RAIL & STEPS 6'-r 10" SWIM LIFT SLOPED TO DRAIN. PROVIDE DRAINAGE COLLECTION SYSTEM AS REQUIRED BY J SELF-CLOSING, SELF - LATCHING DOOR W/ IPE CARD ACCESS EXERCISE ROOM FIXED WINDOW (TYP) KITCHEN O O. O DINING 3 WOMEN'S 0 sok offi MEN'S POOL PLAN 1 3/16" = 1'-0" 1 HOTEL LOBBY B VESTO u ULE 119 198 SF O FR T DESK SEPARATE PER siiT • R QUiRE:A FOR: LTJ Mechanical Electrical ❑ Plumbing &rGas Piping City of Tukwila Bl_bII....5:71% DIVISION No changes sIi he:'made to the scope of work Withr:;i. i prior approval of Ttj ( ril8 {j;.lildiCjf7 CiViSIOn. NOTE: F;SVi3i0r13 will require a new plan submittal and may in;aude additional plan review fees. FILE O Permit No P 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 POOL EQUIPMENT 05-24-16 CHANGED DEPTHS A08-16-16 DEPTH CHANGE A03-14-17 PER COT REVIEW 04-19-17 ADA LIFT LOCATION A 08-11-17 PER COT REVIEW 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" (/) Z -CTE U) WJE Z�� CoZIY ZOO LLJ O Z 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 J N 00 N CL LU CD ro 4 J�J 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. oPY ah�00'I°I Flan review approval is subjo Approval of cora' on coo the violation of <�y adopted e of approved Fie!� ► , nd cl Date: ct to errors and omissions, s doss not authorize rdinance. Receipt ns is acknowledged: City of Tukwila BUILDING DIVISION RECEIVED CITU OF TUKWILA AUG 16 2017 PERMIT CENTER RECEIVE AUG 17 201 TUKWILA PUBLIC WOR REVIEWED FOR CODE COMPLIANC APPROVED AUG 292017 City of Tukwila BUILDING DIVISIOI CORRECTIONI LTR# PGI7oo7? WASHINGTON PLACE F RAWN ATE 0 0 Cl_ I— LLJ Z 01-13-16 J.M.A. ESIGNED J.J.D. PPROVED J.J.D. PROJECT NO. 2151571 SHEET NO. SP 1 1 Of 4 Sheets —#3 ® 10" 0.C. 4 6" MIN. • STRUCTURAL VAULT W/ WATERPROOFING (BY OTHERS) • Z 4 . • 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 FT. MAX.) (TYP) 12' WATER LINE TILE (TYP) WATER SURFACE - PRE -CAST COPING (TYP) MAIN DRAIN SEE DETAIL POOL SECTION NTS S.S. HANDRAIL (34"-38" HIGH) 6"R®3'-10"DEPTH -H r LLLLLLLLLLLLLLLLL L L L L L L L L L L L L L L t-L-CL-t-�LttttI=t1 Ir) » _LLLLLhLLLL 1 1 1 A I 1 , t1 12" (TYP) 11 MAX 5 EQUAL RISERS 10" HEIGHT EXCEPT BOTTOM RISER MAY BE 2"± FROM UNIFORM HEIGHT 6" TILE ROW CONTRASTING NON -SLIP TILE PER DETAIL HANDRAIL DETAIL NTS WATER LINE 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 5u 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" X 6". DEPTH MARKER DETAIL -DECK NTS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2017 City of Tukwila BUILDING DIVISION RECL'IV CITY OF TUKWILA JUN 2 3 2017 PERMIT CENTER Gil 0V "7 REVISIONS n 05-24-16 CHANGED DEPTHS A. 0 A. 0) 0) N 0) I L) M O Cr) L[) OJ co V) CD I - Z Z< W J Z E Zv Z O O W O Z EMERALD CITY POOLS 1- z w 4 - 140TH STREET SE c N 00 0) WASHINGTON PLACE Lai 0 0 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 08-11-17 JMA CRL\E:\POOLS\2151571-3 VACUUM HOSE -COVER -WEIR TILE EQUALIZER PLUG AUTOMATIC SKIMMER DETAIL NTS 2" WASTE LINE W/ SIGHT GLASS TO 4" DRAIN. PROVIDE 8" ADAPTER TO PREVENT SPLASHING. (SAND FILTER ONLY) 1" POTABLE WATER SUPPLY PER MECHANICAL PLANS AIR GAP REDUCED PRESSURE BACKFLOW PREVENTER. WATTS 3/4" 009M3QT. INSTALL IN POOL EQUIPMENT ROOM. NOTE: PRESSURE GAUGE (TYP) MANUAL AIR VENT FILTER FILTER BACKWASH VALVE (SAND FILTER ONLY) PRESSURE GAUGE BACKWASH PIPE W/ SIGHT GLASS PUMP r "AUTO -FILL" WELL 1. REMOVE HANDLES FROM BALL VALVES AFTER SYSTEM IS BALANCED. 2. SEE PLAN FOR PIPE SIZES. RETURN TO POOL T & P VALVE INLET FITTING DETAIL NTS �- 2-1/2"0 HEADER 2-1/2"0 FROM SKIMMERS 2-1/2"0 FROM MAIN DRAIN CHLORINATOR HEATER 1" SUPPLY TO POOL FLOW METER BALL VALVE (TYP.) POOL EQUIPMENT PIPING DIAGRAM 2-1/2"0 RETURN 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 'C1 4"0 MINIMUM FILTER BACKWASH DETAIL NTS 1 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 292017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 16 2017 PERMIT CENTER REVISIONS A03-14-17 PER COT REVIEW 08-11-17 PER COT REVIEW rn n I N Lr) Cr) 0) rn 1- N U) rn M Lc) N wZg.LV)iJ J z�F- zoo LiJ O Z EMERALD CITY POOLS z w 4 - 140TH STREET SE 00 00 Q) w WASHINGTON PLACE DATE 01-13-16 DRAWN J.M.A. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 2151571 SHEET NO. SP 3 3 of 4 Sheets 08-11-17 CRL\E:\POOLS\215151-DETAILS 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 (201 1) COMPLIANCE PARAMOUNT SDX COVER W/ FRAME STRUCTURE PLASTER SUCTION PIPE MAIN DRAIN DETAIL 14.5" TO 19" 2.5" MIN. 14" 2500 PSI MIN / [ Z •• t c I <L •[• • [ <�.. , '1 •• I,' . 1. • L<j •� % 1. < < • • [<• 4<'I • 11 , • i. [• • •.F' • .,[ • 111 • <• i 1. .1L [ i • . ti • • : <9 • < 1• • •I ' •t % • 4" MIN. FOR RETRO FIT INSTALLATIONS DRILL & EPDXY INTO EXISTING SLAB #4 REBAR E—W (4 PCS) 2" CLR MIN. (TYP) POOL LIFT DETAIL ANCHOR JIG—PLATE W/ MANUFACTURER SUPPLIED ANCHOR BOLTS. BOND JIG PLATE TO BONDING GRID & BONDING LUG USING 8 AWG SOLID COPPER WIRE. 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 II, 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 placed monolithic and pneumatically. is to be 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 90'F 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 manufacturers 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. HEATER Install in accordance with the National Electrical Code and the Uniform Mechanical Code. Locate so any 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 Tess 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 means to prevent maximum temperature from exceeding 110' F. (By Others) 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. Others) DRINKING FOUNTAINS Provide drinking fountains per UPC, Appendix C. (By Others) (BY NOTE: See Architectural Plans for Building, Fence, Electrical, Ventilation and Mechanical Details. BACKFLOW PREVENTION Provide reduced pressure backflow prevention device on potable water supply in the pool equipment room. 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. pc(21140 0079 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 16 2017 PERMIT CENTER REVISIONS A 03-14-17 PER COT REVIEW /2\ 08-11-17 PER COT REVIEW 0 0 � J lfi aO��Nit,_ n rn N n N 1.0rn 01— -62 ¢U) WJE Z�I- ZOO WUZ EMERALD CITY POOLS 4 - 140TH STREET SE 00 0 N 00 O) WASHINGTON PLACE H w 0 0 C/) w O (1) <EC DATE 01-13-16 DRAWN J.M.A. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 2151571 SHEET NO. SP 4 4 of 4 Sheets