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HomeMy WebLinkAboutPermit D17-0021 - HOLIDAY INN EXPRESS - POOLHOLIDAY INN EXPRESS - POOL 90 ANDOVER PARK E EXPIRED 11 /19/17 D17-0021 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.ltov 0223000040 90 ANDOVER PARK E HOLIDAY INN EXPRESS - DEVELOPMENT PERMIT POOL Permit Number: D17-0021 Issue Date: 5/1/2017 Permit Expires On: 10/28/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TUKWILA TSD LLC 21109 66TH AVE S , KENT, OR, 98032 RUSS SLOTHOWER Phone: (503) 997-0923 13121 S WARNOCK RD , OREGON CITY, OR, 97045 BLUE MOUNTAIN POOLS INC Phone: 13121 S WARNOCK RD , OREGON CITY, OR, 97045 BLUEMPI021NG Expiration Date: 1/16/2018 EA WHITE 218 CENTER AVE , MOLLALLA, OR, 97038 DESCRIPTION OF WORK: BUILDING AN IN-GRPUND POOL AND SPA. WILL INCLUDE CIRCULATING PIPING AND SETTING OF PUMPS AND HEATER. NOT DOING ELECTRICAL OR MECHANICAL Project Valuation: $78,600.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VA Electrical Service Provided by: TUKWILA Fees Collected: $2,309.67 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 Permit Center Authorized Signature: �/✓i Date: ,c a` 7 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and; ee to the conditions attached to this permit. Signature: Date: �• e 4 Print Name: �'-'"" 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0202 FOOTING DRAINS 0200 FOUNDATION WALL CITY OF TUK LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1-31-1 0 rJ 8 Project No. Date Application Accepted: Date Application Expires: x--17 (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 (U Andavec ?cv, K C Site Address: A\C �I, \c rer Park King Co Assessor's Tax No.: Suite Number: Floor: Tenant Name: 1-10 Ocky Z r\ Irl e ypresS New Tenant: ❑ Yes ❑ .. No PROPERTY OWNER Name: \._,5s S (v --11N6 mer Address: t'-3 V- k S. W O.0 tiQ c'{- 04 Name: t_.\ \cQ,•/ Phone: rJ-Q3- 19-7-0cinFax: 5533 1lo° - 30G1 zrr e press Address: City: j) C����(l i State: G T Zip: 9 -� TS Phone: 503 ' 1 q 9 oRi yx: City: Email: �e.vtv.k, 0 vkvr`Y,_,c'dm State: Zip: CONTACT PERSON - person receiving all project communication Name: \._,5s S (v --11N6 mer Address: t'-3 V- k S. W O.0 tiQ c'{- 04 City:Q02gOeN C til State: (s-p.....Zip:�,oy5 Phone: rJ-Q3- 19-7-0cinFax: 5533 1lo° - 30G1 Email: 1t__ ( b SS e b kie no a yY kck #-, D sd 1 S. C.e, vv. GENERAL CONTRACTOR INFORMATION Company Name: n oc, vs Address: 11tax , (.j a.ehQLx res City:,. C� � 7 State: 0 1Z Zip: c 7c� `i Phone: 50 3 -1 too., Liss cfax: `�3 _1%0_ (0 q Contr Reg No.: UO CM ; Ex Date: 1 , `b \B Tukwila Business License No.: X05 , -1g3C t „ basa5 H:Wpplications\Forms-Applications On Line\2012 Applications'Permit Application Revised - 2-7-12.docx Revised: February 2012 bh ARCHITECT OF RECORD Company Name: Pc MKr qZ, AS 1G -k Architect Name: I Q YZC_c':1 P e 4 r> Address: (09 15 ao ,A4,, m R v e City: %C \ci>1A State: Q 1\ Zip: t1a19 t Phone: Z Oq ‘1.98 Fax: Email: kcnc)ci0 c yrve-r- i_nC t Covvk ENGINEER OF RECORD Name: Gi•c-- Company Name: \) L A4 K Engineer Name: Keki v.,. k a p k, v\ r eve State: d IZ Address:l3. S W i t .y A. Ve 1C5 City:A/10 t1w110\ City: j) C����(l i State: G T Zip: 9 -� TS Phone: 503 ' 1 q 9 oRi yx: Email: �e.vtv.k, 0 vkvr`Y,_,c'dm LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Gi•c-- LLC Address: ae C r eve State: d IZ Zip: 97038 City:A/10 t1w110\ 5c53 - (cq l - C33 l 1 Page 1 of 4 BUILDING PERMIT INFORMATIO— 206-431-3670 v Valuation of Project (contractor's bid price): $ 60 0 Describe the scope of work (please provide detailed information): e N:a i.M.Ri,fi,'� i J a iv10 a'y\ Poo\. aidt`,_,\\ �v-C.\udre C,ru��,nq is%c)% arx1 eAiO/n �F�l U C•r�dl q cx r,€0 r . f\cA C\U1v1 e_Necl-c tcp,1 C3 r tc,1•Ntok ca Existing Building Valuation: $ Will there be new rack storage? ❑ .... Yes sit ..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 ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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 ❑ 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 lst 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 ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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 ❑ 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 1 PUBLIC WORKS PERMIT INF VIATION - 206-433-0179 Scope of Work (please provide detailed information): poc\ 0.W\ W;\ Y•lt"CK) cwt ev.w c 1q Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 .. Tukwila ❑ ... Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑ ...Valley View ❑ ...Sewer Availability Provided ❑... Highline El... Renton ❑... Renton ❑... Seattle 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. Submitted with Application (mark boxes which apply): 0 .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑...Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for Less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities 0 .. 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 ❑ ... Geotechnical Report ❑...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 0... Work in Flood Zone 0... Storm Drainage 0...Abandon Septic Tank ❑...Curb Cut 0...Pavement Cut 0...Looped Fire Line ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public WO# WO # WO# Private 0 Private ❑ ❑ ... Grease Interceptor 0... Channelization 0... Trench Excavation ❑... 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 ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: - Mailing Address: Day Telephone: City State Zip Water Meter Refund/Billing: Name: . Day Telephone: Mailing Address: 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 —0 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING NER OR UTHORIZED AGENT: Signature: Print Name: 1�vss Stst1Nower Mailing Address: 1 Day Telephone: Date: — .0Q — 1-1 Gt2 H:WpplicationsWorms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT 1 QUANTITY I PAID $1,428.33 D17-0021 Address: 90 ANDOVER PARK E Apn: 0223000040 $1,428.33 Credit Card Fee $41.60 Credit Card Fee ( R000.369.908.00.00 0.00 $41.60 DEVELOPMENT $1,320.91 PERMIT FEE R000.322.100.00.00 0.00 $1,316.41 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $65.82 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11388 R000.322.900.04.00 0.00 $65.82 $1,428.33 Date Paid: Monday, May 01, 2017 Paid By: RUSS SLOTHOWER Pay Method: CREDIT CARD 02149G Printed: Monday, May 01, 2017 1:37 PM 1 of 1 CRWYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK • I ACCOUNT QUANTITY ^. PAID $881.34 D17-0021 Address: 90 ANDOVER PARK E Apn: 0223000040 $881.34 Credit Card Fee $25.67 Credit Card Fee R000.369.908.00.00 0.00 $25.67 DEVELOPMENT $855.67 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R10716 R000.345.830,00.00 0.00 $855.67 $881.34 Date Paid: Thursday, February 02, 2017 Paid By: RUSS SLOTHOWER Pay Method: CREDIT CARD 08956G Printed: Thursday, February 02, 2017 9:48 AM 1 of 1 CRWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit DO- 0024 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj ct,t:,' ) j/v_ ''/ J Type spection: 7"J Im4 L. �l"'itlL Address: Date Called: Special Instructions: ae,me 4r Faot. o OkPhone Date Wanted., 23 17 u. p.m: Requester: No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSP CTION NO. INSPECTION RECORD Retain a copy with permit Di7a6o2-1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ct: J�L 114, /J 6 Peels, Typpenspection: 1-4tI-rJ4,43-7..0A.I WA f f., Address: 90 .eves PA-e—k. 6 Date Called: Special Instructions: Date Wanted.; ma '6-- ii-/ 7 p.m. Requester�� Phone No: Z3-432-?qz'2 Approved per applicable codes. 1E1Corrections required prior to approval. COMMENTS: Pato 2a)�s o / Inspector: ��/ 47fri Date: qv)/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. HAYWARDSkimmer VGB WG1030avpac2 L SWG1o48C0C Rev D CERTIFICATION OF COMPLIANCE Contains: WG1o48E, WG1o48EBLK, WG1o48EGR, or WG1o48EDGR Description: 8" Round Suction Outlet Cover Ratings: Floor: 125 GPM Wall: 72 GPM Open Area: 8.1 sq -in Certified to Comply with Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act codified at 16 CFR part 1450. Initial Certification May 2011. Manufactured: After September 10, 2009, by a Division of Hayward Industries, Inc. at K4 -A, 214028 Block K4- A, Export Processing Zone Wuxi New District Jiangsu Province PRC 214028, China; or at One Hayward Industrial Drive, Clemmons, NC 27012. Certified by Hayward Pool Products, 620 Division Street, Elizabeth, NJ 07207, Phone 908-355-7995 Contact at www.haywardnet.com Record Custodian is Customer Service at www.haywardnet.com. Hayward Pool Products P.O. Box 5100 Clemmons, NC 27012-5100, Phone: 336-712-9900 http://www.hayward-pool.com/pdf/literature/8inroundC0C.pdf Date of Mfr: The Lot Number shown on the product label contains the Year & Month of manufacture. The first number represents the year (ex 1= 2011) and the second character the month (A=Jan, B=Feb, H=Aug, 1 is skipped, J=Sep, etc) Tested to: ANSI/APSP 16 (ANSI/ASME 112.19.8-2007 (addendum 9b-2009)) per Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act. Tested by NSF International, 789 Dixboro Road, Ann Arbor, MI 48113, Phone 734-769-8010 in April 2011. Certificate at: http://info.nsf.org/Certified/Pools/Listings.asp?Company=21600&Standard=ASME19o8 Date of Installation: Suction outlet components have a finite life, the cover/grate should be inspected frequently and replaced at least every 7 years or if found to be damaged, broken, cracked, missing, or not securely attached. Hayward Pool Products acknowledges that it is a federal crime to knowingly and willingly make materially faaisvED tious, or fraudulent statements, representations, or omissions on this certi ,yf APR 18 2017 6" SPACING BETWEEN MOUNTING HOLES TUKWILA PUBLIC WORK REVIEWEDSF_ CODE COMP APPROVED APR 2 0 2011 City of Tukwila BUiL©iNAG10ij�ction Entrapment Hazard. Suction in suction outlets and/or suction outlet covers which are installed in a small area and/or below the surrounding surface can cause severe injury or death due to body entrapment hazard. To reduce the risk of body entrapment, installation of the field fabricated sumps must be such that the top of the mounted cover is a minimum of 11/2" above the finished pool surface over an area larger than 40" on a diagonal. RECEIVED CITY OF TUKWILA APR 12 2017 USED ON FOLLOWINGPsc IT CENTER WG1030AV PAK2. WGI048AV PAK2 WG1049AV PAK2 WG1051 AV PAK2 WG1052AV PAK2 WG1053AV PAK2 WG1054AV PAK2 WG1153AV PAK2 WG1154AV PAK2 S P 1030AV PA K2 SP1048AVPAK2 SP1AVPAKRREcT N SP1O51051AVPAV SP1052AVPAK2 SP1053AVPAl�'� �c SP1054AV PAKZ 1 it SP1153AVPAK2 SPI 154AVPAK2 O tif On A NO O 11/ Cr a C r c 5.14 • ,- • v) vD m m g N ,C N m �j O E 5,13 � • n • D N O 00 O N o • O n (D N j o .. 3 N W t0 0 0 (D (D N 0) 0 0 c 01 K Et; 0 a (D 3 c 3. K LU 0 0) 9* W .A 0 d 0 0 m 0 41.0) D W O O W O CD 0 O 3 rDO O M O 0. n O to rD3 O OJ a d 3 c d c (D N C XXXDVAVO)Z£ 03 3' N c z XXXAVO)Z£ Jas ia y;!M XXX ld c z X iasu 4;!M XXX6d Jasu 42!M XXX6Sd8d1 Jasu y;!M XXXAVBd1 N 5 XXXU1Db0 V O xm X co X FIL� 0 5 iasu y;!M XXXBv O 1 X X a '0 X X b XXXSIHdcDZ£ XXXadHdODZ£ XXXHdO)Z£ W n O N 0 c z N N * z ao D ? z z m D D < x X s V vi z w C * �. N X X v 'al '0 D ? g CO . REWIEWED ICOR XE COMPLIANCE N APPROVED Q APR 2 0 2011 c . ,.1. §City of Tukwila t, LDING 1 -TR# O n. O n N c Fa 3 a w. Y' rm a -p 0) m 3 a� Jasu 41!^A XXXZ l Nf1Sa Jasu y;!M XXX6NASa Jasu y;!M XXXZ 1Sd8 X X Amiracars co co 2 X X XXXAldG)Z£ 0+ X o x Xv X XXXINdWBla XXXldO)Z£ T X X Jasu y;!M XXXAVB XXX8d180)Z£ �O X XXX180DZ£ CO CO X co D D T v N RECEIVED CITY OF TUKWILA APR 1 2 2017 PERMIT CENTER ;RECEIVED APR 18 2011 TUKWILA EN 1/ PULING-W(3Rn N X .iasu y;!M X)0(8 LAM Jasu 4µ!M XXXZ IAVM Jasu (pm X)06AVM c z v S z D aasu 41!x^ XXX8INfS D S (D 0) su c D d O 0 O a v, 0 -0 a CD Q. d 0' O rn G1 ai 3 (D N v O lQ O n D t0 N_ O N (D N w CD 0 0 rD rh rf rD 0 O 3 rD J Maindrain cover grate. 8fuwxxx * Y N N EXP! ESS T K 010 Andover Park E. Tukwila, Washington 98188 ST LC. o,, Ti VLMK Project Number: 20160458 MKE & Associates, Inc. 6915 SW Macadam Ave., Suite 200 Portland, Oregon 97219 es VF ENGINEERING + DESIGN REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 0 2017 City of Tukwila BUILDING DIVISION Del— QQ.ZJ FILL Svii RECEIVED CITY OF TUKWILA FEB 02 2011 PERMIT CENTER Prepared By: Kevin M. Kaplan, PE, SE August 18, 2016 Structural Calculations: Holiday Inn Express Tukwila Swimming Pool DC - 1 Project: Holiday Inn Express Swimming Pool Project Number: 20160458 Project 501 Tukwila Parkway Document: Structural Calculations for Address: Tukwila, Washington 98188 Building Permit TABLE OF CONTENTS Design Outline and Criteria Structural Calculations Swimming Pool Site Plan DESCRIPTION OF STRUCTURAL SYSTEM DC - 1 thru DC - 2 C- 1 thru C-6 SK - 1 thru SK - 3 This project consists of a reinforced concrete below -grade swimming pool. This package includes structural calculations providing the required reinforcing steel for the radius walls of the pool for varying radii. These structural calculations are being provided to compliment drawings provided by others. This design is done with 2,500 psi concrete to avoid the need for concrete special inspection, though the concrete to be used is specified at 3,000 psi. This design is done based on 60 ksi reinforcing. Due to the specified hydrostatic relief valve, no provisions for buoyancy have been incorporated. This design is based on a flat site, assumed geotechnical design criteria, code prescribed minimum properties, and without the use of a geotechnical investigation. The client and owner have declined to obtain a geotechnical investigation and by doing so, have accepted all liability for soil related design issues. It is the responsibility of the pool contractor to notify VLMK Engineering + Design if the pool is not being constructed on a flat site. ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com Structural Calculations: Holiday Inn Express Tukwila Swimming Pool CODES 2015 International Building Code with State of Washington. Amendments MATERIALS Concrete SOILS Swimming Pool Walls Reinforcing Steel ASTM A615 Gr. 60 f 'c = 2,500 psi Fy = 60 ksi Lateral Earth Pressure (EFP) Cantilevered Wall 35 pcf 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com DC .. 2 \VVLMK1 EE project Holiday Inn Exp lobo: 20160458 By: KMK Date: 8-17-16 Sheet x: C - 1 v3.00 - Software Co. ri.ht 2015 VLMK Consultin. En.ineers. All Ri.hts Reserved. Pool Wall Structural Calculations - General 1' Radius Based on 2015 International Building Code and ASCE7-10 DESIGN INPUT AND GEOMETRY R 1 � ft Input l'-0" < R < 6'-0" h 9£� ' in hz = h3 ��44 i in to y';z6 z' in Radius Wall Thickness ttop = in P = 30 pcf Wconc _15 < ' pcf Fy = ksi 0 = Co = 3.25 in = 2500 psi DESIGN OUTPUT h4 = 6.1767 ft t1 = 6 in t2= 6 in T= 6 in Pmax = 186 psf Point Load Soil Pressure Weight of Concrete Steel Strength Load Factor Reinforcing Clear Cover Concrete Compressive Strength 74 in MoT,A = (1/2*h4*Pmax)(1/3*h4)*1.6 = 1.89 kip -ft Distance to 'A' Resisting Moments PS = 0.1125 kip P2 = 0.0188 kip P3 = 0.3125 kip P4 = 0.0286 kip P5 = 0.0286 kip P6 = 0.0157 kip d1 = 0.683 ft PS*dl = 0.0768 k -ft d2 = 0.85 ft P2*d2 = 0.0159 k -ft d3 = 0.433 ft P3*d3 = 0.1353 k -ft d4 = 0.343 ft Pa*d4 = 0.0098 k -ft d5 = 0.171 ft P5*d5 = 0.0049 k -ft d6 = -0.059 ft P6*d6 = -0.0009 k -ft 0.9*MREs,A = 0.2177 k -ft MNET,A = 1.6727 k -ft REINFORCING DESIGN SUMMARY d ='T -Cc = 2.75 in (distance to reinforcing As,REQ'D = (MNET,A*0)/(Fy*d) = 0.109 in2 Quantity As,TOTAL Size at at Spacing in o.c. in o.c. > As,REQ.D REINFORCING IS ADEQUATE Fy = 60 ksi As = 0.1104 in2 As = 0 int As,TOTAL = 0.1104 in2 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com \!VLMK ENGIEERIN Project: Holiday Inn Exp Job#: 20160458 By: KMK Date: 8-17-16 Sheet tt: C - 2 v3.00 - Software Co. ri.ht 2015 VLMK Consultin. En.ineers. All Ri.hts Reserved. Pool Wall Structural Calculations - General 2' Radius Based on 2015 International Building Code and ASCE7-10 DESIGN INPUT AND GEOMETRY R r2 ., ft Input 11-0"<R<6'-0" i h1 in hz h3 =x.36 din to^i in Radius Wall Thickness ttop X12 in p 3B °" pcf Soil Pressure Wconc 150 .:' pcf Weight of Concrete Fy-60: ksi Steel Strength 0fl 9r Load Factor Co = 3.25 , in Reinforcing Clear Cover F'c = 2500 psi . Concrete Compressive Strength DESIGN OUTPUT h4 = 6.339 ft t1= 6 in t2 = 6 in T = 6 in Pmax = 191 psf Point Load 76 in MOT,A = (1/2*h4*Pmax)(1/3*h4)*1.6 = 2.04 kip -ft Distance to 'A' Resisting Moments P1 = 0.1125 kip P2 = 0.0188 kip P3 = 0.2625 kip P4 = 0.0572 kip P5 = 0.0572 kip P6 = 0.0314 kip d1 = 1.127 ft P1*d1 = 0.1268 k -ft d2 = 1.293 ft P2*d2 = 0.0242 k -ft d3 = 0.877 ft P3*d3 = 0.2302 k -ft d4 = 0.77 ft 134*d4 = 0.0441 k -ft d5 = 0.456 ft P5*d5 = 0.0261 k -ft d6 = 0.034 ft P6*d6 = 0.0011 k -ft 0.9*MRE6,A = 0.4072 k -ft MNET,A = 1.6374 k -ft REINFORCING DESIGN SUMMARY d = T -Cc = 2.75 in (distance to reinforcing) As,REQ'D = (MNET,A*o)/(Fy*d) = 0.107 Quantity Size As,TOTAL at at int Spacing in o.c. in o.c. As,REQ'D REINFORCING IS ADEQUATE Fy = 60 ksi As = 0.1104 in2 AS= 0 in2 As,TOTAL = 0.1104 in2 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com \VLMK EE Project: Holiday Inn Exp Job#: 20160458 By: KMK Date: 8-17-16 Sheet #: C - 3 v3.00 - Software Co. ri.ht 2015 VLMK Consultin. En.ineers. All Ri.hts Reserved. Pool Wall Structural Calculations - General 3' Radius Based on 2015 International Building 'Code and ASCE7-10 DESIGN IN PUT AND. GEOMETRY R = ft Input 1'-0" < R < 6'-0" h1 = h2 = h3 = to = ttop P= Wconc = Fy 0= Co = F' = in in • in in Radius Wall Thickness in pcf Soil Pressure pcf Weight of Concrete ksi Steel Strength Load Factor 3.25 Reinforcing Clear Cover 2500 Concrete Compressive Strength in psi DESIGN OUTPUT h4 = 6.5627 ft t1 = 6 in t2 = 6 in T = 6 in Pmax = 197 psf Point Load 79 in MOT,A = (1/2*h4*Pmax)(1/3*h4)*1.6 = 2.26 kip -ft Distance to 'A' Resisting Moments P1 = 0.1125 kip P2 = 0.0188 kip P3 = 0.2188 kip P4 = 0.0859 kip P5 = 0.0859 kip P6 = 0.047 kip d1 = 1.543 ft P1*d1 = 0.1736 k -ft d2 = 1.71 ft P2*d2 = 0.0321 k -ft d3 = 1.293 ft P3*d3 = 0.2828 k -ft d4 = 1.149 ft P4*d4 = 0.0987 k -ft ds = 0.693 ft Ps*d5 = 0.0595 k -ft d6 = 0.106 ft P6*d6 = 0.005 k -ft 0.9*MREs,A = 0.5865 k -ft MNET,A = 1.6738 k -ft 'REINFORCING DESIGN SUMMARY d = T -Co = 2.75 in (distance to reinforcing As,REQ'D = (MNET,A*0)/(Fy*d) = 0.110 in2 Quantity As,TOTAL Size at at Spacing in o.c. in o.c. AS,REQ.D REINFORCING IS ADEQUATE Fy = 60 ksi AS = 0.1104 in2 AS = 0 in2 As,TOTAL = 0.1104 in2 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com \VLMK ENGIEERN Project Holiday Inn Exp job #: 20160458 By: KMK Date: 8-17-16 Sheet#: C - 4 v3.00 - Software Co. ri.ht 2015 VLMK Consultin• En.ineers. All Ri.hts Reserved. Pool Wall Structural Calculations - General 4' Radius Based on 2015 International Building Code and ASCE7-10 DESIGN INPUT AND GEOMETRY R 4 ft Input 1'-0" < R < 6'-0" h1 = h2 h3 to �.c�"��:in ttoD in P =X30 pcf Wconc 1ST Mk' pcf Fy =60 '' ksi 0= Cc = 3.25 in F'c = 2500 psi DESIGNOUTPUT_ >i h4 = 7.3958 ft, t1= 7 in t2 = 7 in T = 7 in Pmax = 222 psf Point Load Radius Wall Thickness Soil Pressure Weight of Concrete Steel Strength Load Factor Reinforcing Clear Cover Concrete Compressive Strength 89 in MOT,A = (1/2*h4*Pmax)(1/3*h4)*1.6 = 3.23 kip -ft Distance to 'A' Resisting. Moments P1 = 0.1125 kip P2 = 0.0219 kip P3 = 0.2479 kip P4 = 0.1336 kip P5 = 0.1336 kip P6 = 0.0732 kip d1 = 1.956 ft P1*d1 = 0.2201 k -ft d2 = 2.123 ft P2*d2 = 0.0464 k -ft d3 = 1.706 ft P3*d3 = 0.4229 k -ft d4 = 1.553 ft P4*d4 = 0.2074 k -ft d5 = 0.97 ft P5*d5 = 0.1296 k -ft d6 = 0.175 ft P6*d6 = 0.0128 k -ft 0.9*MREs,A = 0.9353 k -ft MNET,A = 2.2996 k -ft REINFORCING DESIGN SUMMARY d = T - Cc = 3.75 in (distance to reinforcing) As,REQ'D = (MNET,A*o)/(Fy*d) = 0.110 in2 Quantity As,TOTAL Size Spacing Fy = 60 ksi at 1 2 in o.c. AS = 0.1104 in2 at in o.c. A = 0 in2 As,TOTAL = 0.1104 in2 As,REQ'D REINFORCING IS ADEQUATE 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 w+ww.vlmk.com yVLMK EE Project: Holiday Inn Exp Job #: 20160458 By: KMK Date: 8-17-16 Sheet u: C - 5 v3.00 - Software Co. ri.ht 2015 VLMK Consultin. En Pool Wall Structural Calculations - General 5' Radius Based on 2015 International Building Code and ASCE7-10 DESIGN INPUT AND GEOMETRY R ft Input 1'-0" < R < 6'-0" h1 =9 i h2 : in h3 = to = Radius Wall Thickness tt0 =I 12� in p 30 pcf Soil Pressure Wconc 150 ; pcf Weight of Concrete Fy 60 ksi Steel Strength 0 =:0.9 Load Factor Cc = 3.25 in Reinforcing Clear Cover F'c = 2500 psi Concrete Compressive Strength DESIGN OUTPUT h4 = 8.2292 ft t1= 8 in t2 = 8 in T = 8 in Pmax = 247 psf Point Load 99 in MOT,A = (1/2*h4*Pmax)(1/3*h4)*1.6 = 4.46 kip -ft Distance to 'A' Resisting Moments P1 = 0.1125 kip P2 = 0.025 kip P3 = 0.3667 kip P4 = 0.1908 kip Ps = 0.1908 kip P6 = 0.1045 kip d1 = 2.411 ft P1*d1 = 0.2712 k -ft d2 = 2.577 ft P2*d2 = 0.0644 k -ft d3 = 2.161 ft P3*d3 = 0.7924 k -ft d4 = 1.979 ft P4*d4 = 0.3776 k -ft d5 = 1.257 ft P5*d5 = 0.2398 k -ft d6 = 0.265 ft P6*d6 = 0.0277 k -ft 0.9*MREs,A = 1.5959 k -ft MNET,A = 2.8601 k -ft REINFORCING DESIGN SUMMARY d = T -Cc = 4.75 in (distance to reinforcing) As,REQ'D = (MNET,A*o)/(Fy*d) = 0.108 in2 Quantity As,TOTAL Size at at Spacing in o.c. in o.c. As,REQ'D REINFORCING IS ADEQUATE Fy = 60 ksi As = 0.1104 int As = 0 int As,TOTAL = 0.1104 in2 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vimk.com V VLE M K EE Project: Holiday Inn Exp Job #: 20160458 By: KMK note: 8-17-16 Sheet tt: C - 6 v3.00 - Software Co. ri.ht 2015 VLMK Consultin. En.ineers. All Ri.hts Reserved. Pool Wall Structural Calculations - General 6' Radius Based on 2015 International Building Code and ASCE7-10 DESIGN INPUT AND GEOMETRY. R 6 x, ft Input 1'-0" < R < 6'-0" h1 = h3 5 I to .�; ........a-= In Radius Wall Thickness ttop =12 in p = pcf Soil Pressure Wconc = pcf Weight of Concrete Fy F 60 r „ ksi Steel Strength 0 9 Load Factor Cc = 3.25 in Reinforcing Clear Cover F'c = 2500 psi Concrete Compressive Strength DESIGN OUTPUT h4 = 10.479 ft t1 = 9 in t2 = 8.75 in T = 8.5 in Pmax = 315 psf Point Load 126 in MOT,A = (1/2*h4*Pmax)(1/3*h4)*1.6 = 9.22 kip -ft Distance to 'A' Resisting Moments P1 = 0.1125 kip P2 = 0.0281 kip P3 = 0.6656 kip P4 = 0.2576 kip P5 = 0.254 kip P6 = 0.1352 kip d1 = 2.865 ft P1*d1 = 0.3223 k -ft d2 = 3.032 ft P2*d2 = 0.0853 k -ft d3 = 2.615 ft P3*d3 = 1.7406 k -ft d4 = 2.404 ft 134*d4 = 0.6193 k -ft d5 = 1.543 ft P5*d5 = 0.3919 k -ft d6 = 0.353 ft P6*d6 = 0.0477 k -ft 0.9*MREs,A = 2.8864 k -ft MNET,A = 6.3286 k -ft REINFORCING DESIGN SUMMARY d = T -Cc = 5.25 in (distance to reinforcing As,REQ'D = (MNET,A*o)/(Fy*d) = 0.217 in2 Quantity As,TOTAL Size at at Spacing in o.c. in o.c. AS,REQ'D REINFORCING IS ADEQUATE Fy = 60 ksi AS = 0.2209 int As = 0 in2 As,TOTAL = 0.2209 in2 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com o 2 [ 153 q! \, $I \ \ s ■ z�= 4 Me_� .90 SPA LAYOUT § .q \ HOLIDAY INNS RES T KWL Ea MT. POOLS 3,orK+LAPARKWAY rx,L,WAm# ��} _ !GII %(§§/ q:,. I �ga g '" P HOLIDAY INN EXPRESS - TUKWILA BLUE MT. POOLS 501 TUKWILA PARKWAY TUKWILA, WA 98188 a,� * ..:` . 1 ! _. r=�eA El 15144 11;111 4114 TRANSVERSE SHALLOW END POOL SECTION NIVFqtt .gfi a°� HOLIDAY INN EXPRESS - TUKWILA BLUE MT. POOLS ,; y� a� W F - a $ SOI TUKWILA PARKWAY TUKWILA, WA 98188 F�4� c ge SEATTLE KING COUNTY V 9/29/2017 City of Tukwila Department of Community Development RUSS SLOTHOWER 13121 S WARNOCK RD OREGON CITY, OR 97045 RE: Permit No. D17-0021 HOLIDAY INN EXPRESS - POOL 90 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 11/19/2017. 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 11/19/2017, 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: D17-0021 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 City of Tukwila Allan Ekberg, Mayor Department of Community Developme, rt February 15, 2017 RUSS SLOTHOWER 13121 S WARNOCK RD OREGON CITY, OR 97045 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0021 HOLIDAY INN EXPRESS - POOL - 90 ANDOVER PARK E Dear RUSS SLOTHOWER, Jack Pace, Director 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: BUILDING DEPARTMENT: KC ELLIS at (206)-431-3677 if you have questions regarding these comments. o Provide details for anti -entrapment at skimmers and drains.. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. a 1) A separate Tukwila electrical permit is required for electrical work associated with pool construction (control panel, pool equipment, pool lighting, etc.). Please add an appropriate note on plan. 2) Applicant shall apply for a separate plumbing permit for work associated with the pool: Please add an appropriate note on plan. POOL EQUPMENT TABLE item "U" shall state that the backflow is a REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) and shall list the backflow size and model number. Backflow cut sheet shall be submitted as part of the plumbing permit. 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 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0021 6300 Southcenter Boulevard Suite #100 e Tukwila Washington 98188 • Phone 206-431-3670 e Fax 206-431-3665 CPFAMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0021 DATE: 04/17/17 PROJECT NAME: HOLIDAY INN EXPRESS - POOL SITE ADDRESS: 90 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: tit kc_ -`a -A1 Building Division AlPu��►1 Public Works Fire Prevention Structural El Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 04/18/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 05/16/17 ❑ 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 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 °PERMIT COORD COPY d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0021 DATE: 02/02/17 PROJECT NAME: HOLIDAY INN EXPRESS - POOL SITE ADDRESS: 90 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: > ntot6? '1 Building Division JAS CCM' (Zsai.a.‘14%.1-1 Public Works Fire Prevention Structural lit ' Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 02/07/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions 7 Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 03/07/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 0 PW Staff Initials: V/. 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4/12/2017 Plan Check/Permit Number: p D17-0021 Response to Incomplete Letter # 1 Response to Correction Letter # i Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: Holliday Inn Express -Pool RECEIVED CITY OF TUKWILA APR 12 2017 PERMIT CENTER Project Address: 90 Andover Parkway E Tukwilla WA Contact Person: Russ Slothower Phone Number: 503-997-0923 Summary of Revision: #1. Provided certificates for anti entrapment devices for skimmers and main drains #2 and #3. Holiday Inn Electrician and Plumber will pull separate permits for the swimming pool electrical and the backflow device for the pool autofill. Sheet Number(s): 1 -revision sheet,lcorrection letter, 4 submittal sheets(2 copies of each submittal) "Cloud" or highlight all areas of revision including date//of revision Received at the City of Tukwila Permit Center by: G. Entered in TRAKiT on .--0 V(` 4/7 W:1Pcrmit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 BLUE MOUNTAIN POOLS INC 0 Washington State Department of ' Labor & industries 0 Page 1 of 2 Home Espanol Contact Search L&I A -Z Index Safety & Health Claims & Insurance Workplace Rights BLUE MOUNTAIN POOLS INC Owner or tradesperson STAMP, ROY LYNN Principals STAMP, ROY LYNN, PRESIDENT STAMP, RANAE SUSAN, VICE PRESIDENT WA UBI No. 601 862 525 13121 S WARNOCK RD OREGON CITY, OR 97045 503-760-4554 Business type Corporation 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. BLUEMPI021 NG Effective — expiration 08/07/1998— 01/16/2018 Bond Great American Ins Co of NY Bond account no. 790286532319 $6,000.00 Received by L&I Effective date 11/02/2012 10/29/2012 Expiration date Until Canceled Bond history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601862525&LIC=BLUEMPI021NG&SAW= 5/1/2017 BLUE MOUNTAIN POOLS INC Insurance 0 Sentinal Insurance Company LTD Policy no. 59UUNOJ2126 $1,000,000.000 Received by L&I Effective date 03/10/2017 03/15/2014 Expiration date 03/15/2018 Page 2 of 2 Hartford Casualty Ins Co Policy no. 59UUNOJ2126 $1,000,000.00 Received by L&I Effective date 03/10/2017 03/15/2014 Expiration date 03/15/2018 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 No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp No active workers' comp accounts during the previous 6 year period. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601862525&LIC=BLUEMPI021NG&SAW= 5/1/2017 SPECIFICATIONS: EXCAVATION - THE SUBGRADE OF THE SWIMMING POOL SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% T-99 OF RELATIVE MAXIMUM DENSITY. ANY SOFT OR UNSTABLE SUB GRADE MATERIALS ARE TO BE REMOVED AND BACKFILLED WITH CRUSHED ROCK AND COMPACTED TO THE REQUIRED DENSITY. REINFORCED STEEL - STANDARD DEFORMED BARS, INTERMEDIATE GRADE, FREE OF RUST AND DIRT, SHALL BE PROPERLY POSITIONED AND TIED IN PLACE WITH STAGGERED SPLICES. LAP 40 BAR DIAMETERS. SEE REINFORCING SCHEDULE. GUNITE - MINIMUM WALL THICKNESS 6"; THROUGH COVES 6"; 1:4 MIX, 7 SACK, ULTIMATE STRENGTH 3,000 PSI AT 28 DAYS. INSULATION - THERE SHALL BE A MINIMUM OF R-12 INSULATION AROUND THE SIDES AND BOTTOM OF THE SPA PER WASHINGTON STATE ENERGY CODE SECTION C404.10.3. BONDING - POOL FIXTURES, PIPING SYSTEMS, REINFORCING STEEL, CONDUIT, AND OTHER APPURTENANCES TO THE POOL SHALL BE BONDED AND CONFORM TO ALL PROVISIONS AS SET FORTH IN THE NATIONAL ELECTRIC CODE ART .680 SWIMMING POOLS FOR 1987 N.B.F.U. NO. 70. BY OWNER. GROUND FAULT INTERRUPTER - A GROUND FAULT INTERRUPTER SHALL BE PROVIDED ON ALL BRANCH CIRCUITS INVOLVED IN LIGHTING OR RECEPTACLE OUTLETS IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE . BY ELECTRICAL CONTRACTOR. ALL ELECTRICAL WORK SHALL BE PREFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IS NOT THE RESPONSIBILITY OF THE POOL CONTRACTOR OR DESIGNER. PIPING - ALL PIPING SHALL BE PVC AND SHALL .BE NSF APPROVED. PIPING SHOWN IS SCHEMATIC. FIELD ADJUSTMENTS SHALL BE VERIFIED WITH ENGINEER AND GENERAL CONTRACTOR. HEATING SYSTEM - HEATING SYSTEM SHALL BE EQUIPPED WITH 18" CPVP ON BOTH SIDES OF THE HEATER, PLUS TWO HIGH TEMPERATURE ASME RELIEF VALVES AT 50 PSI PLUMBED TO WITHIN 6" OF THE FLOOR. ADDITIONAL WORK BY OTHERS - FRESH WATER SUPPLY TO EQUIPMENT ROOM WITH PROPER BACK FLOW PREVENTION DEVICE IN PLACE, GROUND FAULT INTERRUPTERS, VENTING FOR HEATERS AND SEWER LINES FOR BACK WASH OR DECK DRAINAGE, DECKING AND DRAINAGE. GENERAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. DECKING - SHALL BE CONCRETE WITH TROWEL AND LIGHT BROOM FINISH, SLOPING MINUS 2% FROM COPING TO DRAINS. WATER REMOVAL - THE POOL IS DESIGNED TO HAVE WATER IN IT AT ALL TIMES. REMOVAL OF WATER FOR POOL REPAIR OR CLEANING SHALL OCCUR WHEN THE GROUND TABLE IS BELOW THE BOTTOM OF THE POOL. SIGNS - STATE AND FEDERAL HEALTH SIGNS ARE TO BE POSTED AT THE ENTRANCE OF THE POOL. REGULATIONS - OPERATING INSTRUCTIONS ARE TO BE FURNISHED TO THE OWNER BY THE POOL CONTRACTOR, AND THE OWNER MUST FOLLOW ALL CITY, COUNTY AND, STATE AND FEDERAL CODES AND LAWS GOVERNING THE USE AND OPERATION OF THE POOL. DRAWINGS - ALL DRAWINGS ARE SCHEMATIC CONTRACTOR SHALL COORDINATE WITH ACTUAL SITE MEASUREMENTS AND LOCATIONS. ALL MODIFICATIONS FROM THE PLANS SHALL BE APPROVED BY THE POOL DESIGNER, STRUCTURAL ENGINEER AND LOCAL JURISDICTIONS PRIOR TO BEING BUILT. GENERAL NOTES: e� see. c(GS 1— MINIMUM CONCRETE STRENGTH: - eee- P.S.I. AT 28 DAYS 2— REINFORCING: ASTM A-615 GRADE 60 3— ALL POURED CONCRETE TO HAVE A MAXIMUM SLUMP OF 4". 4— ALL GUNITE TO HAVE 0" TO 1" SLUMP. 5— THIS DESIGN IS PROVIDED FOR THE "NAMED PROJECT" ONLY. DESIGN IS NOT APPLICABLE TO OTHER LOCATIONS OR CONDITIONS. 6— 3'-3" DIMENSION IS MAXIMUM DIMENSION ALLOWED FOR GENERAL THICKNESS AND REINFORCING SCHEDULE TO BE USED. 7— EXTEND BOTH 'A' AND 'B' BARS TO TOP OF POOL WALL WHEN SPECIFIC POOL THICKNESS AND REINFORCING SCHEDULE IS USED. CONCRETE DECK BY OTHERS 12" III 3" CLEAR TYPICAL GENERAL THICKNESS AND REINFORCING SCHEDULE ,R, ASTM A 615 GRADE 60 'A' BARS 'B' BARS 'T' MIN. 6" ATO 2'-0" 2-0" TO 3-0"�� 3'�—0 TO 4'-0" 4'-0" TO 5'-0" 5'-0" TO 6'-0" #3 AT 1'-0" #3 AT —0" 1' #3 AT 1'-0" #3 AT 1'-0" #3 AT 1'-0" — — #3 AT 1'-0" #3 AT 1'-0" #3 AT 1'-0" 6" 6" 7" 8" 9" SPECIFIC POOL THICKNESS AND REINFORCING SCHEDULE LOCATION RADIUS TOTAL DEPTH (INCLUDING RADIUS) ASTM A 615 GRADE 60 'A' BARS 'B' BARS 'T' MIN. SHALLOW END AND SIDES„ DEEP END AND SIDES 0��. 2-3 2.-o 3'-3” TO 4'-0" 4'-0" TO 6'-6" #3 AT 1'-0" #3 AT V-0" — #3 AT V-0" 6" 6" SHALLOW END AND SIDES„ DEEP END AND SIDES 2 —0 3'-3” TO 5'-9" 5'-9" TO 7'-0" #3 AT 1'-0" #3 AT 1'-0" #3 AT 1'-0" (2) #3 AT 1'-0" 6" 9" (6) #3 BARS CONT. #3 0 8" x 24", 24" O.C. 'A' BARS (SEE SCHEDULES) 0' 6" 'T' (SEE SCHEDULE) • NOTE: 1. PROVIDE SPECIFIED REINFORCING AT SKIMMER. RELOCATE ABOVE OR BELOW AS REQUIRED. 2. HOLD ALL REINFORCING 3" CLEAR OF FACE OF CONCRETE — TYPICAL. #3 AT 12" O.C. TYP. 'B' BARS (SEE SECHEDULES), EXTEND 'B' BARS TO TOP OF POOL WHEN SPECIFIC THICKNESS AND REINFORCING SCHEDULE IS USED. L VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com w 1- 0 z w W N \\N•P 0' 6" CP TYPICAL WALL SECTION - TOP OF POOL AT GRADE #3 AT 12" ON CENTER EACH WAY LAP ALL REINFORCING 1'-0" MINIMUM. TYPICAL SCALE: NOT TO SCALE POOL DATA: DECK AREA POOL AREA POOL CAPACITY TURN OVER RATE TURN OVER TIME REQUIRED TURN OVER TIME DESIGNED FILTER AREA REQUIRED FILTER AREA DESIGNED RECIRCULATION RATE DESIGNED RECIRCULATION RATE MAX. RECIRCULATION RATE MIN. BATHER LOAD PERFORMANCE CURVES Total Dynamic Head in Feet of Water 110 100 1,087.9 SQ. FT. 482.5 SQ. FT. 4 .1 76 GPM 6 HOURS 3.16 HOURS 220 SQ. FT. 240 SQ. FT. 76 GPM 76 GPM 40 GPM 20 ■111■■■■■■■ .4 0 ®.1111���■ ■ — 3 HP High Speed ■ �� — 2 HP High Speed w��_� '_ --- 1 /x HP High Speed 011.1•114WISPAIIN �"���'` ■ x/4 HP High Speed ■ — I/2 HP High Speed ■ ■■■■SNI N �■ ��•■■■ 1111111111111011•111186•111111111 • 17500 RPM ■■ ••, •■•■ 1.1 ■■■ ■ ■■■■ aIII Imrrir"ii ■■ 1■■■ PEOPLE A RECIRCULATION PUMP (76 GPM) 1 HP 3450 RPM 70 50 40 30 2 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 Water Flow Rate in Gallons Per Minute E.I EXTERIOR ENTRIES INTO THE POOL AREA & EQUIPMENT ROOM SHALL MEET BUILDING CODE. AE EXIT ONLY AND ALARM EQUIPPED. PER WAC 246-260-031(4)(f) I I EXTERIOR- ENTRIES -INTO, THE POOL AREA & EQUIPMENT ROOM SHALL\MEET BUILDING CpfiE. ARE EXIT ONLY AN[T ALARM QUIPPED. PER WAC 246 -260x -031(4)(f) J PROPOSED STRUCTURAL FOOTINGS /SEE —STRUCTURAL PLANS RETURN 'I' ELEC. ROOM 1127] EMERGE CY SI.UTOFF IP' r f I� L L_ KG-) -t- MEC POOL EQUIP. ROOM [ 121 ] � I BREAK ROOM [125 E PERMIT Chanical 1 tricai tubing r I > r7f}14��4t;£f1if:Y 8.\Yu hate rrd d YayArneric -Seattle Southcenter, Pei FRESH WATER FILL SKIMMER 'D' -- Tukwila i k4J:1+ 501 Tukwila Pkwy: 88 iFLY Seattle IndoorSkydiria(j L.ovee's Home Improvement 4 ACME Bowling, t illier& & Event, liernada rue...Ni[a Sc otlti enter POOL [119] 1 -17 -6 -mad to the scope . ' 1 1 out prior a proval of Tukwila- uitding Di ision. Pevisions wi I require a n wIan submittal ^^ay include r.dditione' plan review fees. I I I 1 r / Ii LE COPIt Per it N6TAUNDR Plan revietet_aa--is F �. subjeet--to--e, rocs and ori; elon . Approval of cdnstruciion documental 'oes not auiho i. g the violation of any adopted code or + rdinance. RecGil)t of approved Field Cop By. Date: redLx Office Psire -:-& Shirr Conlin City of Tukwila BUILDING MIS ON SP1 VICINITY PLAN SCALE: NTS LIGHT 'C' RR r1 221 HYDROS DRAIN 0 MEETING ROO [1291 TRIES INTO THE POOL AREA & O0M SHALL MEET BUILDING :XIT ONLY AND ALARM ER_ WA 24.6-260-0 LINEN STORAGE [124] MCETING ROOM STORAGE 131 LIFESTYLE LOUNGE 11021 825114E51 CENTERII 11011 KEY PLAN S P �I / SCALE: NTS s P 1 / SCALE: NTS FOOTING - TYP. Codt �P�f,o h - 213 1 s �1........lf- -... ill`. -..._Il T II II II II I 11 11 11 11 I II II II 7UP t II IIII IIII Il 11 , 1 Il II 11 11 1 I� II II II II „ I k== N = =11 = =11= = lh = 1 = II /i\ l S Ali i,44 r`r�o�J FITN ESS 118 APR 2 0 2017 i C/114 CHEMICAL STORAGE CITY FTUKWILA Fki3 02 2017 PERMIT CENTER - SPA LAYOUT PLAN SCALE: 1/4" = 1'-0" PROPRIETARY STATEMENT THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MKE & ASSOCIATES, INC. art MKE 8 ASSOCIATES, CONSULTING MECHANICAL AND I $ ENGINEERS ELECTRICAL 'INC SYSTEMS 6915 SW MACADAM AVE. SUITE 200 PORTLAND, OREGON 97219 PHONE: 503.892.1 188 FAX: 503.892.1 190 CONTACT...RICK DUSA engineering©mke—inc.com 'DSU V.-'D GA,z,of W4S,1 r, • I��.a� M ,q et - �9 G;),4 Z vo ,. Il O 'CiSTE- `3sIONAL t 0��. 2-3 2.-o 1 . 1 A ISSUE DATE: 07-28-2016 SET TYPE: HEALTH PERMIT REVISIONS: AHEALTH REVIEW 12-12-2016 COMMENTS' DRAWN BY: K. PELTON DESIGNED BY: R. DUSA CHECKED BY: R. DUSA MKE JOB #: BL -4493 SPA LAYOUT NOTES: 1. MAINTAIN FULL PIPE SIZE UNLESS OTHERWISE NOTED. 2. PROVIDE TRU—UNION ISOLATION VALVES OR FLANGES AT ALL EQUIPMENT. ALL VALVES 3" OR LARGER SHALL BE PVC BUTTERFLY VALVES. ALL VALVES 2-1/2" OR SMALLER SHALL BE TRU—UNION PVC BALL TYPE. 3. ALL CW PIPING INTO THE EQUIPMENT ROOM SHALL BE SUPPLIED AND INSTALLED BY PRIME PLUMBING CONTRACTOR. 4. NATURAL GAS PIPING AND FITTINGS, COMBUSTION AIR, VENTILATION AND EXHAUST SYSTEM BY MECHANICAL CONTRACTOR. 4.1. AIR REQUIREMENTS FOR HEATER: FREE COMBUSTION AIR 1SQ.INCH PER 2000 BTU LOCATED ABOVE DRAFT HOOD AT FLOOR LEVEL. 4.2. ADEQUATE VENTILATION SHALL BE PROVIDED TO MAINTAIN AIR QUALITY AND TO PROVEN MOISTURE BUILDUP IN INDOOR AREA. 5. SECURE ALL PIPING OFF WALLS OR BRACKETED SUPPORTS OFF FLOOR WITH COATED UNISTRUTS. 6. ALL HARDWARE SHALL BE STAINLESS STEEL. 7. LIGHTING PROVIDED IN EQUIPMENT ROOM SHALL MEET CODE AND ARE BY ELECTRICAL CONTRACTOR. 7.1. ALL ELECTRICAL EQUIPMENT, EQUIPMENT ROOM RECEPTACLES SHALL BE GFCI PROTECTED. 8. ALL CONSTRUCTION MATERIALS WITHIN THE EQUIPMENT ROOM SHALL BE IMPERVIOUS TO WATER AND CHEMICAL RESISTANT TO CONDITIONS NORMALLY ENCOUNTERED WITH OPERATION OF A SWIMMING POOL OR SPA. 9. EQUIPMENT ROOM DOOR SHALL BE LOCKABLE. EQUIPMENT ROOM TO BE ADEQUATELY VENTILATED FOR GAS BOILER. 10. ALL DOORS TO POOL AREA SHALL BE SELF CLOSING, LATCHING AND LOCKABLE. 11. ALL WINDOWS SHALL BE SOLID PANELS AND DO NOT OPEN. 12. LOCATE ALL RETURNS 18 INCHES BELOW FULL WATER LEVEL ANGLED TOWARD SKIMMER ACROSS CREATING GOOD CIRCULATION. 13. POOL IS USING A CARTRIDGE FILTRATION SYSTEM. POOL SHALL FOLLOW WAC 246-260 SWIMMING POOL CODES FOR CLEANING AND SAFETY REGULATIONS. POOL WATER DISCHARGE SHALL EMPTY INTO A PERMANENTLY PIPED CODE APPROVED WASTE SYSTEM. 14. POOL BUILDER SHALL SUBMIT DETAILED PHOTOS AND NOTES TAKEN DURING ALL PROCESSES OF CONSTRUCTION TO THE DESIGNER PRIOR TO COMPLETION OF A CONSTRUCTION REPORT OR SIGN OFF FORM THE ENVIRONMENTAL HEALTH DEPARTMENT. THIS INCLUDES, BUT NOT LIMITED TO THE FOLLOWING: 14.1. PRE—GUNITE PHOTOS OF REBAR LAYOUT, STEPS, PIPING LAYOUT, DRAIN MANIFOLD LAYOUT AND THE LIKE. PHOTO SHALL HAVE A TAPE MEASURE SHOWING DIMENSIONS. FINAL CONSTRUCTION PHOTOS OF GENERAL POOL LAYOUT, MECHANICAL ROOM LAYOUT, DRAIN MANIFOLD LAYOUT, MAIN DRAIN SUMP FROM OUTLET PIPE TO GRATE COVER, MAIN DRAIN GRATE SUMP SIZE, STAIR HEIGHT AND WIDTH AND THE LIKE. PHOTO SHALL HAVE A TAPE MEASURE SHOWING DIMENSIONS. 14.2. POOL BUILDER SHALL SUBMIT THE FOLLOWING DOCUMENTATION TO THE DESIGNER PRIOR TO COMPLETION OF A CONSTRUCTION REPORT OR SIGN OFF FORM THE ENVIRONMENTAL HEALTH DEPARTMENT. CUT SHEETS OF ALL EQUIPMENT INSTALLED CLEARLY INDICATING MAKE AND MODEL NUMBER. EQUIPMENT SUBMITTALS SHALL INCLUDE BUT NOT LIMITED TO: FILTERS, EQUALIZER OUTLET COVERS, REMOTE WATER LEVEL CONTROLLER, PUMPS, DRAINS FRAME COVER AND SUMPS, HEATER AND THE LIKE. DETAILED REDLINED AS BUILT DRAWINGS SHOWING ALL DEVIATIONS OF PLANS. ALL INSPECTION REPORTS. POOL EQUIPMENT LIST SYMBOL QTY. DESCRIPTION MANUF. CAT. NO. A 1 WHISPERFLOXF 1HP JET PUMP PENTAIR VVFE-4 B 1 CARTRIDGE FILTER (220 SQ.FT.) EA. PENTAIR CCP220 C 1 INTELLIBRITE 5G LED PENTAIR 640122 1 LIGHT NICHE PENTAIR 78210400 D 2 SKIMMER - U3 PENTAIR 08650-1403 E 2 9" SQ. MAIN DRAIN SUMP W/ 2-1/2" PORT AQUASTAR WAV9WRXXXD 2 9" SQ. MAIN DRAIN GRATE W/ 48.4 OPEN EACH AQUASTAR WAV9WRXXXD F 1 2" HYDRSTATIC RELIEF VALVE SWMQUIP 07017-158 H 1 HEATER 250,000 BTU PENTAIR MASTER TEMP 250 I 4 RETURN INLETS - WALL HAYWARD SPX1419 J 1 FRESH WATER AUTOMATIC FILL MP INDUSTRIES MP -1953J K 2 HAND RAIL (SS) S.R. SMITH 2 HR -5-065 L 1 2-1/2" FLOW METER (60-240 gpm) BLUE -WHITE F - 300 M 2 PRESSURE GUAGE SWIMQUIP 33606-0003 N 1 VACUUM GUAGE SWIMQUIP 33600-0013 0 1 ADA LIFT W/ ANCHOR AQUA CREEK SCOUT F-800SC2 Q 1 CHEMICAL CONTROL SYSTEM PENTAIR AK110 R 1 CHLORINE FEED SYSTEM PENTAIR S DEPTH MARKER T FLOOR DRAIN - EQUIPMENT ROOM (BY PLUMBING CONTRACTOR) U BACKFLOW PREVENTOR FEBCO (BY PLUMBING CONTRACTOR) 1 THERMOMETER RAINBOW 129 1 DPD TEST KIT GUARDEX 6T-911 1 CYANURIC TEST KIT TAYLOR K 2006 1 RING BUOY AND 30FT. ROPE POOLMASTER 553 1 BODY HOOK WITH 12FT. POLE RAINBOW 153 V 1 BACKWASH SIGHT GLASS W 1 BACKWASH TO CITY SANITARY W/6" AIR GAP X 1 GRAB RAIL S.R. SMITH POOL SIGNAGE PER WAC 246-260 E.2 L 4.1 1 POOL EQUIP ROOM [121] 2" SKIMMER r 2-1 2" SKIMMER 6.I PERMANENTLY AFF XED (SCREW6 AND GLUED), 10 6, ENGRAVk, LAMINATED PLASTI PLACARD N. INDICATING "MAXIMUM DRAIN FLOW 80 GPM". 2-1/2" RETURN ELECTRICAL PANE PER ELECTRICAL SKIMMER LINE MUST BE V LVED TO 80% 3'-0" L CLEAR MIN. • r9 -,E w • w • •` 3 ♦` • • • ♦` L Y � 11 1 2"1 1 11 1 1 1 r 1 1 1 11 ♦` POOL [119_1 r 71 2-1/2" 2-1/2" RR II 4122 l Igo 7311,3k • 2" 1 REVIEWED FOR CODE COMPLIANCE APPROVED `' APR 2 0 2017 1 h d s 1 2" h d J SPA LAYOUT PLAN P2� SCALE: 1/4" = 1'-0" 0 2' CSO BUILD11 POOL ENTRANCE 1 vt 0 ski Tukwila DIVISION EIVED -CITYiB_ C�F TUKWILA n -n I D I-----1 D m, FEB 02 2017 PERMIT CENTER 8' PROPRIETARY STATEMENT THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. ANY REPRODUCTION OR MODIFICATION OF NIS DOCUMENT IS PROHIBITED WITHOUT ,THE PERMISSION OF MKE & ASSOCIATES, INC. MKE B ASSOCIATES, CONSULTING MECHANICAL AND 19r S INC, ENGINEERS ELECTRICAL SYSTEMS \ / X / \/ \ RD CJ,z,4of o ssIONALO. ' 7 \ / x \� / �. 23 2-e, 11 \ / \ / x / \ /\ \ �/ / \ , ISSUE DATE: 07-28-2016 r 71 2-1/2" 2-1/2" RR II 4122 l Igo 7311,3k • 2" 1 REVIEWED FOR CODE COMPLIANCE APPROVED `' APR 2 0 2017 1 h d s 1 2" h d J SPA LAYOUT PLAN P2� SCALE: 1/4" = 1'-0" 0 2' CSO BUILD11 POOL ENTRANCE 1 vt 0 ski Tukwila DIVISION EIVED -CITYiB_ C�F TUKWILA n -n I D I-----1 D m, FEB 02 2017 PERMIT CENTER 8' PROPRIETARY STATEMENT THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. ANY REPRODUCTION OR MODIFICATION OF NIS DOCUMENT IS PROHIBITED WITHOUT ,THE PERMISSION OF MKE & ASSOCIATES, INC. MKE B ASSOCIATES, CONSULTING MECHANICAL AND 19r S INC, ENGINEERS ELECTRICAL SYSTEMS 6915 SW MACADAM AVE. SUITE 200 PORTLAND, OREGON 97219 PHONE: 503.892.1 188 FAX: 503.892.1 190 CONTACT...RICK DUSA engineering©mke—inc.com RD CJ,z,4of o ssIONALO. D U WAs,,, 1 CI v �. 23 2-e, 11 :PRESS - TUKWILA F. POOLS A PARKWAY WA 98188 JG COUNTY ISSUE DATE: 07-28-2016 SET TYPE: HEALTH PERMIT REVISIONS: HEALTH REVIEW A12-12-2016 COMMENTS DRAWN BY: K. PELTON DESIGNED BY: R. DUSA CHECKED BY: R. DUSA MKE JOB #: BL -4493 SPA PIPING 8t EQUIPMENT ROOM LAYOUT MASTIC JOINT CONCRETE DECK 2% SLOPE 6" F.P. CERAMIC TILE 6" F.P. NON—SLIP TILE DEPTH MARKER — ALSO ON DECK WATER LEVEL STAINLESS STEEL CENTER LINE RAIL MIRROR FINISH 1.90"X.065" WALL INSTALLED PER MANUFACTURES INSTRUCTIONS & PER LOCAL CODES CANTILEVERED DECK COPING R1'-3" HYDRO STATIC RELIEF VALVE EIENEELIAN 4' o) 6'-0" '—INTERIOR FINISH —\\ WHITE PLASTER MAIN DRAIN LINE TO EQUIPMENT ROOM SEE SP2 FOR SIZE 12'-6" o) 7'-7" 'TYP. R1'-0" 26'-0" 1 LONGITUDINAL POOL SECTION SP3 SCALE: 1/4" = 1'-0" STAINLESS STEEL GRAB RAIL MIRROR FINISH 8' CANTILEVERED DECK COPING GRAB RAIL & STEPS DETAIL SP3 SCALE: 1/2"=1 '0" (5)RISERS @ 9.6" EACH 2" BULL NOSE NON—SLIP, F.P CERAMIC TILE, EACH TREAD. COLOR TO BE DETERMINED. SUMP PER EQUIPMENT LIST MAIN DRAIN OUTLET COVER SEE EQUIPMENT LIST POOL FLOOR ,t 2" HYDROSTATIC RELIEF VALVE. 1 PER BODY OF WATER — TYP. o Q V .off. ) oo (}' to a oo-° _ •o 00 r, CO �. 6r VO 606 r cuv . cu v Dcd O CANTILEVERED DECK COPING MASTIC JOINT CONCRETE DECK 24" x 24" GRAVEL SUMP. RUN 8" x 8' DRAINS TO W T SPOTS. FILL W/ 3/4" GRAVEL WRAPPED AL IN FILTER FABRIC MAIN DRAIN SUMP DETAIL SP3/ SCALE: 1-1/2"=1'0'• SP3/ SCALE: 1-1/2"=1'0" 2% SLOPE 0 0) INTERIOR FINISH WHITE PLASTER CANTILEVERED DECK COPING MASTIC JOINT 3'-0" 22'-1" 3" WATER LEVEL 6" F.P. CERAMIC TILE o) i7 2% SLOPE -1I}}^}-1�. R1'-0" (2\TRANSVERSE ,SHALLOW END POOL SEC I! , SCALE: 1/4"=1 0' 0 2' 4' 8' CONCRETE DECK 2% SLOPE R1'— 1//7. /I SKIMMER ASSEMBLY 6'-4" GRAB RAIL 3" WATER LEVEL 6" F.P. CERAMIC TILE 6" F.P. NON—SLIP TILE DEPTH MARKER — ALSO ON DECK o) I " SLOPE TO INTERIOR FINISH WHITE PLASTER 22'-1" HYDRO STATIC RELIEF DRAIN MAIN DRAIN TYP.2 TO EQUIPMENT ROOM SEE SP2 FOR PIPE SIZE 9'-9" 2% SLOPE R1'-3" TRANSVERSE DEEP END POOL SECTION SCALE: 1/4" = 1 '0" „ A 0 8' 1" 17 //A 0 0 TO EQUIPMENT b ROOM. SIZE PER PIPING PLANS EQUALIZER LINE INSTALLED PER MANUFACTURER'S INSTRUCTIONS a 0 SKIMMER DETAIL 6" F.P. CERAMIC TILE .:t. ..M ,9,f*w WATERLINE SKIMMER THROAT LINED WITH 6" SQ. F.P. CERAMIC TILE EQUILIZER COVER SEE EQUIPMENT LIST SP3/ SCALE: 7"=1'0" SP3 / SCALE: 1 "=1'0" 5'1 REVIEWED FOR CODE COMPLIANCE • APPOVED APR 2 0 2011 City of Tukwila BUILDING DIVISION CITY OF TIUKWILA FEB 02 2011 RMIT CENTER PROPRIETARY STATEMENT THE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS CORPORATION. THESE DRAWINGS ARE NOT TO BE USED FOR COMPETITIVE BIDDING PURPOSES. ANY REUSE OR REPRODUCTION OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF MKE & ASSOCIATr , INC. MKE £ ASSOCIATES,ASS DDNSULTIN MECHANICAL AND ELECTRICAL 41 I N C 1 ENGINEERS SYSTEMS 6915 SW MACADAM AVE. SUITE 200 PORTLAND, OREGON 97219 PHONE: 503.892.1 188 FAX: 503.892.1 190 CONTACT...RICK DUSA engineering@mke—inc.com RO c.,�P of 1 .6, ' , SSIONAL I( D wAsy g; rvait & 1 . . c ,, z 77 ,N �l 242.17 • .. l< '< 00 OO F— 1 ti) , II_' v) O LA 0 I� ..< ...) -Q <( o 0 ...„ z .< ,, -1 cl. ii.: >rail x 1.4 Z = ' L9 F- ttiu m = rimmor 44‹ CI I.tl t/9 O Le) ......0 O ISSUE DATE: 07-28-2016 SET TYPE: HEALTH PERMIT 0 REVISIONS: HEALTH REVIEW COMMENTS 12-12-2016 DRAWN BY: K. PELTON DESIGNED BY: R. DUSA CHECKED BY: R. DUSA MKE JOB #: BL -4493 SECTIONS AND DETAILS SP3