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17-104564D r , Y t r Building - Single Family offederal Way Community Developmentpment Dept. Permit #:17 -104564 -00 -SF f 33325 8th Ave S I t Federal Way, WA 98003 Inspection Request Line: (253) 835-3050 Ph: (253) 8352607 Fax (253) 635-2609 Project Name: SLISENKOj Project Address: 36801 1ST1iParcel Number: 218820 102Q._ Project Description: NEW - Construction of a 3478 square foot 2 -story single family residence with a 54 square foot covered entry, a 180 square foot covered patio and an 849 se,e,are foot aitached garage. Inchides plwnhing Fa mechanical. ***3 Bedrooms; $450000. Estimated selling price.*** Owner Applicant Contractor Lender MA}EMUS SLISENKO SVETLANA SLISENKO OWNER IS CONTRACTOR OWNER IS LENDER 35115 27TH AVE S 35115 27TH AVE S Basic Plan? ........................................................... No FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 New / Additional Sq. Feet - Deck ........................... 0 USA USA Mechanical to be Included?..................................... Yes Census Category: 101 - New Single Family House Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction T Type V - B Occupancy Load: 0 Floor Area (sq. ft.) 0.00 Additional Permit Information New / Additional Sq. Feet -1st Floor ..................... 1624 New / Additional Sq. Feet - 2nd Floor.................... 1854 New / Additional Sq. Feet - 3rd Floor ..................... 0 Occupancy #1 - Area (Sq. Feet).............................. 0 New / Additional Sq. Feet - Basement .................... 00 Basic Plan? ........................................................... No Occupancy #I -Construction Type ......................... Type V - B New / Additional Sq. Feet - Deck ........................... 0 New / Additional Sq. Feet - Garage ........................ 849 — Mechanical to be Included?..................................... Yes Plumbing Work Valuation? ..................................... 15000 Mechanical Work Valuation?.................................. 13000 Number of Stories ................................................... 2 New / Additional Sq. Feet - Other........................... 234 Plumbing to be Included? ........................................ Yes New / Additional Sq. Feet - Total........................... 4561 Will Certificate of Occupancy be Issued? ............... Yes Occupancy #1 - Use................................................ Residence (I or 2 family) Comprehensive Plan Designation ........................... SF - Medium Density Zoning Designation ................................................. RS 15.0 Residential Total Valuation: 447,507.08 Air Conditioners - Stand Alont am OEM 1 Ducting I Fans 8 Furnaces I Gas Piping I Gas Pipe Outlets 3 Hot Water Tanks 1 Bathtubs 1 Dishwashers 1 Laundry Washer Outlets I Lavatories 6 Showers 2 Sinks 1 Water Closets 4 Hose Bibbs 3 nG\etl\ PERMIT EXPIRES Tuesday, 26 June, 2018 Permit Issued on Thursday, December 28, 2017 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Was ington and the City of Federal Way. Owner or agent: Date: City of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 111 of the International Building Code or Section R110 of the International Residential Code is certifying that at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. This certificate is valid ONLY when endorsed by City staff. Tenant Name: SLISENKO Permit # 17 -104564 -00 -SF Address: 36801 1ST WAY SW Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V - B Occupancy Load: 0.00 Floor Area (sq. ft.) 0.00 Owner Name: MAXIMUS SLISENKO Owner Address: 35115 27TH AVE S FEDERAL WAY WA 98003 USA Dd" i2o � - ) C)17 Building Official Dat The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which experience has shown most severely affect the health and safety of the general public. Although the City has made as complete Lview and inspection as is reasonably possible (within budgetary time and personnel limitations), the City neither guarantees warrants to the owner/occupant or to any other person that this Certificate evidences strict compliance with each and every nance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon h it is situated. Such compliance is the responsibility of the owner and / or occupant of the premises. y r 1 Federal Way PERAHT #: Project: 17104564 00 SVETLANA SLISENKO THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record INSPECTION REQUESTS: (253) 835-3050 Address: 36801 1ST V!'SW FEDERAL WAY WA 98023 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. Q SWM Precon Site Mtg (4400) 0 Initial Erosion Control (4365) F21 Footings/Setback (4110) Approved to place concrete Approved To be done PRIOR to ging ground By Approved to place concrete By Date By Date By Date 10 Shear Walls (4245) r Approved to install siding By Date Mechanical Rough -in (4165) Approved '16 Interim Erosion C Approved By Date U Insulation (4150) Approved to install wallboard Aj By rJ Date illy) 0 Final - Mechanical (4065) Approved II Date V, I ( l C Roof Sheathing (4220) Approved to install roofing A� Date L,6Li L Gas Piping (4125) Approved to release tes,,1 2 C lYr" Date 61i_1191 Prior to scheduling a Frames Inspection; Electrical, Plumbing & Meebanieal Roup4a and FireTWaft Stop inspections must be signed - off and approved. IBC 109.3.4 Gypsum Wallboard Nailing (4130) Approved to install mud & tape J Aa Date �`I a (19' Final - Plumbing (4075) Approved Date VJ Rough Plumbing (4230) Approved ti eS Date vI. lei Fire/Draft Stops (4095) Approved By Date 0 Framing (4120) Approved to insulate By At" Date 4t/V1 / 8 ® Final Erosion Control (4375) . Approved By Date Final - Building (4050) ^ - } Approved By �Ki >J Date 1 11-7 El Foundation Wall (4115) 0 Drainage/Downspout (4040)6 Plumbing Groundwork (4190) Approved to place concrete LIZVPI Approved to backfill Approved to cover By fl Date '11011Y By r►( Date Z !jJBy Date Approved By Date By El Slab/Concrete Floor (4255)® Underfloor Framing (4285) 9Floor Sheathing (4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date By j$eJ Date 218(91 1 Y By Date 10 Shear Walls (4245) r Approved to install siding By Date Mechanical Rough -in (4165) Approved '16 Interim Erosion C Approved By Date U Insulation (4150) Approved to install wallboard Aj By rJ Date illy) 0 Final - Mechanical (4065) Approved II Date V, I ( l C Roof Sheathing (4220) Approved to install roofing A� Date L,6Li L Gas Piping (4125) Approved to release tes,,1 2 C lYr" Date 61i_1191 Prior to scheduling a Frames Inspection; Electrical, Plumbing & Meebanieal Roup4a and FireTWaft Stop inspections must be signed - off and approved. IBC 109.3.4 Gypsum Wallboard Nailing (4130) Approved to install mud & tape J Aa Date �`I a (19' Final - Plumbing (4075) Approved Date VJ Rough Plumbing (4230) Approved ti eS Date vI. lei Fire/Draft Stops (4095) Approved By Date 0 Framing (4120) Approved to insulate By At" Date 4t/V1 / 8 ® Final Erosion Control (4375) . Approved By Date Final - Building (4050) ^ - } Approved By �Ki >J Date 1 11-7 El Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date By Date By Date vQ ov, VZ /IV AiAj Dons 2 O $ 15. hir ©tiC r NN ENGINEERING M �m � June 8, 2018 City of Federal Way Building Department Building Division 33325 8t' Ave. South Federal Way, WA 98063 SUBJECT: Slisenko Residence — XX 1St Ave, Federal Way, WA Permit 17-10456400 Field Clarification Modifications — TJI — LPI Joist Substitutions Structural Documents: 16417 Attention: Building Inspector The 11-7/8" LPI -32 Plus @ 16" o.c. may be used at the upper floor throughout except over the "Living Area" where the joist span exceeds 20'-6". At that location, the contractor shall use 11-7/8" LPI -42 Plus spaced @ 12" o.c. Please call me if you have any questions. Sincerely, Norm P. Navarro, P.E. President OF WAS�J' 7 A� 35682, tv� �ECJSTJ_ �SS101VL EXPIRES JANUARY 21, 2020 PO Box 39681, Lakewood, WA 98496 (253)581-3380 ph* (253) 250-6651 cell* nnengineeriWLc(4comcast.net e-mail AL Gmail `Project #16417 - M Gmail https://mail.google.com/maiVu/0/?ui=2&ik=ce4a41 deco&jsver=9m... 40 lana slisenko <slisenko@gmail.com> Project #16417 Norm Navarro <nnengineering@gmail.com> Thu, Jun 7, 2018 at 9:43 AM To: Slisenko <slisenko@gmail.com> I did not get any attachments. Substitutions are allowed as long as the product matches or exceeds our product. Notm On Wed, Jun 6, 2018 at 1:19 PM, Slisenko <slisenko@gmail.com> wrote: Norm, I left you voicemail re this... The inspector at our final framing inspection said that the brand of joists we used does not match whats specified in the plan. We called Evergreen Lumber and they said they use these all the time and never had problems with any inspectors. Please see attached doc that shows what we used. We just need a note from you approving this brand for the inspector. We would like to schedule a re -inspection for Friday June 8. Do think you could get us something by then? Thank you so much! Max 425.891.0672 1 of 1 6/8/2018,10:28 AM Gmail - I joist conversion for Slisenko residence 1 of 2 https://mail.google.com/mail/u/0/?ui=2&ik=ce4a4l decb&jsver=9m6l6Tv8ENM.en.&cbl=g... Gmail lana slisenko <slisenko@gmall.com> 1 -joist conversion for Slisenko residence Matt Jones <matt@iwpllc.com> To: slisenko@gmail.com Cc: Tina Bowers <tbowers@evergreenlumber.com> Good morning Max, Fri, Jun 8, 2018 at 9:23 AM We converted the 1 -joists for this job from TJI to LPI as follows. All design values listed are for 11-7/8" depth joists. Specified/Provided Moment(lb/If) E Ib/int Shear lbs Max span with L/480 deflection Cal 16"oc TJI-230 4215 347 1655 19,101, LPI -32 4690 406 1485 20'2" TJI-360 6180 419 1705 20'11 " LPI -36 6445 429 1615 21'1" TJI-560 9500 636 2050 23'8" LPI -56 10170 668 2055 24'1" As you can see, while the LPI's do not meet or exceed in all design values, our comparable joists do result in a slightly stiffer floor. 6/8/2018,10:30 AM RECEIVEDPERMIT APPLICATION FederalWay a� ` (� PERMIT CENTER +33325 8d- Avenue South + Federal Way, WA 98003-6325 �'J1f7 253-835-2607 + FAX 253-835-2609 + permiteentenu:cityoffcderalw_iAy,com. PERMIT NUMBER _ YLO — — eTY - F TARGET DATE / 0 SITE ADDRESS SUITEMNIT # PROJECT VALUATION ZONING ASSESSOR'S TAR/PARCEL # ?- Q- -LQ 2--d TYPE OF PERMIT Sim Y, BUILDING )$ PLUMBING MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT 5L• -&vt Wo P,QSt Aetic*- PROJECT DESCRIPTION Detailed description of uAork to be included on this permit only NAME �/L ► " �"i� (� tl �, c) W `7 eVl V10 PRIMARY PHONE q w. �q I. S� (o PROPERTY OWNER MAILING ADDRESS `E-MAIL CITY4+P,vaL Wa,.i STATE tv'4 ZIP L 7 NAME 04 /1� X 1 �i J �! V� PHONE ZS. Z/Q I • a/�O �� MAILINGADDRESS �� 2-14U *V� / ✓ l -.a . Vzo ' CONT CONTRACTOR CWA WaA�, W ZIP '& 005 O3 FAX WA STATE CONTRACTOR'S LI SE # EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE # NAME, ! W A-V ! vv u 5 �� 5�u V�.o PRIMARY PHONE 4.2,5. MAILING ADD RE88 E-MAIL Gnu APPLICANT �1`/ STATE ZIP IJ✓� � � Avg FAX PROJECT CONTACT NAME, ' I — t 1/Ll N L! Ci('L V(N PRIMARY PHONE `126. (, (o,}'j� MAILING ADDS I 2 Vi -5r Z-/�, ,, _ .' / J��X�V�.O "40,& . (The individual to receive and respond to all correspondence C.� Q�� STATE UP.4 t O O $ FAx concerning this application)' PROJECT FINANCING, NAME OWNER -FINANCED When value Ls $5,000 or more (RCW 19.27.095) MAILING ADDRESS, CITY, STATE, ZIP PHONE 1 certify under penalty of perjury that I am the property owner or authorised agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorised by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City 4f Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred to the investigation and defense of such clatmh which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its ofj9cers and employees, upon the accuracy of the information supplied to the city as a part of this appHcatto n ^ �y SIGNATURE: DATE PRINT NAME: ? h I WA(� L1 5 kA Z7 e, w MCS Bulletin #100 — January 29, 2016 Page 1 of 2 k:\Handouts\Permit Application X1 M )w 0 GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR VALUE OF PLUMBING WORK VALUE OF MECHANICAL WORK MECHANICAL PERMIT 646WA. u# AM P+: c $ EXISTING/PREVIOUS USE LOT SIZE (In Square Feet) V 15 1 totoo Indicate horn many o each type o re to be installed or relocated as part $ 17, Oo0 Indicate horn many of each type offixture to be installed or relocated as part of this project. Do not include existing res to remain. AIR HANDLING UNITS �_ FANS— DISHWASHERS GAS PIPE OUTLETS OTHER (Describe) — AIR CONDITIONER FIREPLACE INSERTS DRAINS HOODS 1com-6m) BOILERS FURNACES DRINKING FOUNTAINS HOT WATER TANKS (Gas) COMPRESSORSJ GAS LOG SETS _ HOSE SIBBS REFRIGERATION SYST DUCTING 'jj/� ttL^Aa ,�Q�II GAS PIPING WOODSTOVES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR VALUE OF PLUMBING WORK PLUMBING PERMIT N o 646WA. u# AM P+: c $ EXISTING/PREVIOUS USE LOT SIZE (In Square Feet) V 15 1 totoo Indicate horn many o each type o re to be installed or relocated as part o this project. Do not include e.)dstingfixtures to remain. BATHTUBS (., Tub/Shower combo( LAVS (Hand Sinks( TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS 7_ SHOWERS VACUUM BREAKERS DECK DRINKING FOUNTAINS A_ SINKS (Kitchmi/utwty) WATER HEATERS (oe tric) - _ HOSE SIBBS SUMPS —� WASHING MACHINES_ TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS N o 646WA. u# AM P+: c $ EXISTING/PREVIOUS USE LOT SIZE (In Square Feet) V EXISTING FIRE SPR1W1UJdt SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? N O Z 1 %4o Askea. &A ❑ Yes x No ❑ Yes ¢ No RESIDENTIAL -NEW OR ADDITION AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT Additional Information 1 3� � g .-...--------------- FIRST FLOOR (or Mobile Home) Lf b ADDITION - ---- SECOND FLOOR COMMERCIAL — REMODEL/TENANT IMPROVEMENTS COVERED ENTRY/ 5 - Area in Hare Feet Occupancy Group(g) Construction a # of Stories DECK TOTAL Bun we - GARAGE ❑ CARPORT ❑ ?(4 9 OTHER (describe) PROJECT AREA ONLY Area Totals sa6MG ?ROT � TOTAL -.... — - --- ------ ----- **IWWHO ZS o,NLzn►* ESTIMATED SELLING PRICE $ 0010 # OF BEDROOMS 3 COMMERCIAL — NEW/ADDITION AREA DESCRIPTION Area in Hare FeetGroup(s) OccupancyConstruction Type M of Stories Additional Information NEW BUILDING ADDITION COMMERCIAL — REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area in Hare Feet Occupancy Group(g) Construction a # of Stories Additional Information TOTAL Bun we TENANT AREA ONLY PROJECT AREA ONLY Bulletin #100 - January 29, 2016 Page 2 of 2 k:\Handouts\Permit Application RECEIVED Public Health - Seattlo and King County Record I.D. Number Site Design Application Form for Individual On-�6 lnr lg jw" tem (OSS) ON t Submit 5 copies of application with 4 copies of lana rtrnent use only 3/ $ Z T . I \NAY ATTACH A D ETAJLED RO EJ DIRECTION S Approximate I s -r l�\I �V/1/ i�MEI T MAP FOR LOCATING THE PROPERTY. I 9 0,0,03 Name and address of property owner ( )XA7C SL_15%0 % 5 J Q 7, f15 27 AV 3G1. WAY i Applicant Street Address 1 90115 7i V 'S O Name Le Ll 6 IEN Kia MAK I City -Zip Code I 10f P L Phone - OR I - Lest First 9500 Designer Street Address 9' $e 3I IMAV_V 68A -b _A1,/ DS I City -Zip Code JAUBURtj 8 2 Phone - S 3.3 _ 2o3 THIS IS NOT A PERMIT PROPERTY INFORMATION: 's lj vz b F -2..188010 3 DNS Legal Description Attached Q Parcel # (APN) 12 I i ISI 2517- la 11 1©I Z 10 1 Section: ( j Township: ) Range: 10 14 Subdivision Name: I/lST TACa t-1 P. I Lot: (� Block: I 1 1$ 1 Property Size I 1 Z.I 5 1510 10 I Sq. tt• Acreage: J Rural Area ❑ Urban Area S Distance from property line to nearest sewer: I I211ci 01 S=td Water Supply U (IP) I = Individual ® Group A Supply Q Group B Supply Public Water Supply Name: 11-ArWf- KA%yf-N' WATT -R. 4 ��_SVL 015M t CT ( ID# I I 1 I I 1 Sensitive Area: Vj (Y?N) If yes, specify II (L,W,O) L = Landslide W = Wetlands O = Other SYSTEM INFORMATION: New System U Repair Design U Correction of OSS Failure? U Y?N Detailed Plans Attached (4 sets) Y?N Type of Building i I I3 IFI SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional Type of System Proposed: ( a -- I I G = Gravity GP = Gravity with pump M = Mound SF = Sand Filter PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E = Experimental O = Other Dates Soils Logged: Iai 413 l0 1 1 17 Soil Logs Data Attached: (Min. 411ot) Y?N t Depth to Wateftable or Restrictive Layer: Lt E O inches Maximum Slope in Drainfield/Reserve Area L—L(PJ % CALCULATIONS: '� I Number of bedrooms: LL1 Total Gallons/Day (450 minimum): 5 0 Gal. Soil Texture Type (1A-5) Application Rate: I . % I GaVsq ft/day Total Absorption Area: 1 15161-S I Sq.ft. Trench Width 12-41 inches Total Drainfield Length:2( I g {J Ft. Septic Tank Size: I 1 1.5I'010 I Gal. Garbage Grinder U Y?N Pump Chamber Size (if needed) I I I I i Gal. Trench Depth (min/max): I V 12 1 / 12. 14 I inches I understand I* on ID Damply with lila Code of King Canty Board of Health We 13 may re" in the dsapMW of ft sewage system being proposed in OtisNoncanpliance may teed b revawlion d my Designefs mpabrlry Of Caa appropriate legal acilm by the Heft DeparbneM 1r7 2? $ D R �• Z� -- Zo 1 i Designees Signature: e�.: K.C. ID# Date: !;-Z- Z0 17 FOR HEALTH DEPARTMENT USE ONLY: NOTE: SYSTEM MUST BE INSTALLED BY A KING COUNTY CERTIFIED INSTALLER UNLESS OTHERWISE PROVIDED BY CODE APPROVED (date): "� (�? BY: Comments E2 Pre -construction meeting required between designer, installer, builder prior to permit lssuen I APPROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NOT CONSTITUTE,- PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE. THIS APP SHALL NOTBE CONSIDERED AN ASSURANCE, EITHER EXPRESSED OR M KIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED. 17 THIS APPUCATMN EXPIRES TWO YEARS FROM DATE OF APPROVAL JUN 2 1 201 DISAPPROVED (date): BY: See AMWMy pmw aWWvedSft byaany dada► a Mal order of lila H90 011oer may 1119 a written appilcallm for BMW to iim HBO 011oer waft 60 � MW,der days dMe dab d ft above dedsion. (Title 13, KC.B.O.K Chapter 13.12 — Smaga Review C,w.w*ne CS 13.15.97 RW.72&'4 , `I AyWtP-lMT'Y i -INC ls� 46 yj IS604am- SIEPTIC CL y4kMK 47rVe— Ti"TOW11 OM 30 70 FLOOOL eLev I t 44 1 1 1 r PPA IgKl% i*4TX%.V- r4c. 32, I lirr fftirri—i uV 5' 3 SEP It** M 2; 1. f.V(EL PI $IV 04ACLE - i-OWCr- VP Lek 0 It el -f -Y. 10".-PU)MtS INC, Ms IKLVI�m-g -OrA.Mv. IWLVT tisy. W-0.8 242. 5CRIAL 0t4TRIOUTI01,5 IN 1: WlVVTRV4C-v1 - IMV6wr OF UpPtI? www(m g -icavies-591%. Ovm 9"ItAFtirup AlLwAe-,&A*%(V% lmraiv) l tim IV VE " C14 vvtpr . -70 MOO' pZ VT 9SAJOSTO St VIVE;XTEP flKOVA PROOMPI Z%.V XILWA, WTO COC�k Oftim AW V IN ACTION AILS^ SCLOW CSOV Fc ew/ioo mc) 40 ti to zoo ass WATV-9 LI M IE orzlvww^%f mob. WOO a..Pw— ik.ifible&-w 1PIME1+ AY 6ECTiow A P P R Cl VE- D P Ll 93 1 1 C E A L DA D E C F" IN141. JUN 2 1 2017 E A s T, C-" "I E E N V I lk�) i�-") Ni '�, I E N 1, ;-<ll-ii .C.u"m4r ,sm& eyt^*Lr (', - ac - 2-o 1-7 2.017 SCALE 4-20-2.017 49 - LER ECF!VE z Lakehaven WATER & SEWER DISTRICT CITY CF F�D7;',"I_ COMMUNiTf DEVELOPMENT Lakehaven Water & Sewer District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water & Sewer District, at its sole discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ® Building Permit -SFR ❑ Building Permit -MFR ❑ Building Permit -Other ❑ Subdivision ❑ Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ® Other (specify/describe) Onsite Sewerage (septic) System Design Tax Parcel Number(s): 2188201020 Ex. Bldg. Area to Remain: N/A sf Applicant's Name: Slisenko WATER SYSTEM INFORMATION Site Address: 368XX - 1st Ave SW Lakehaven GIS Grid: H-15 New Bldg. Area Proposed: 3,800 sf 1. ® Water service can be provided by service connection to an existing r diameter water main that is approximately 5+/- feet from the site. 2. ❑ Water service for the site will require an improvement to Lakehaven's water distribution system of: ❑ a. feet of " diameter water main to reach the site; and/or ❑ b. The construction of a water distribution system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be implemented and/or constructed; and/or ❑ d. Other (describe): 3. ® a. The existing water system is in conformance with Lakehaven's Comprehensive Water System Plan. ❑ b. The existing water system is not In conformance with Lakehaven's Comprehensive Water System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The subject property is within the corporate limits of Lakehaven Water & Sewer District, or has been granted Boundary Review Board approval for extension of water service outside of Lakehaven's water service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Water service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven (future main along east side of parcel); ® c. Other: Water Service Connection application required. Comments/special conditions: Service pressure greater than 80 psi indicated Pressure Reducing Valve indicated contact local building official for Muirements &/or additional information. The nearest fire hydrant is approximately 5+L feet from the Property (as marked on map on the back of this page). System hydraulic model results (FF #305), at no less than 20 psi, indicate that Lakehaven's standard maximum allowable liquid velocity of 10 ft/s is exceeded at a fire flow rate above 2.100 GPM (approximate). This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. Fire flow rates greater than this may be accommodated through water distribution system improvements, contact Lakehaven for additional information. 450 Pressure Zone Est. Meter Elevation(s)-GIS: High 252+/-, Low 230+/- Est. Pressure Range at Meter(s) (psi): 84-95 I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING SUPERVISOR / Signature: Dater 7 2188201020 wtr.docx (Form Update 1/3/17) Page 1 of 2 J 2188201020 wtr.docx (Form Update 1/3/17) Page 2 of 2 LAKEHAVEN UTILITY DISTRICT Hydraulic Model Fire Flow Estimate Request/Reporting Form Requested By: Date: Aleksey Onishchenko 09/24/14 Location to be Modeled: APN 2188201 100 / 368XX 2nd Ave SW Lakehaven VA section Grid: H-15 Intersection: Approx 325 feet south of SW 368th St & 2nd Ave SW Add. Description: See attached map Pressure Zone: 450 Results By:Date: Model Run No.: John Bowm 10/7/14 Master Water System Model 2007.net FF #305 Condition Pressure (psi) Flow (gpm) Static �g 0 Fire Flow 20 3800 NOTES: Lakehaven's adopted level of service goals for fire flow rates are 1000 gpm within single family residential areas (including duplexes) and 2500 gpm for multi -family, commercial, industrial areas. Model results depict the theoretical performance of the water system under high demand conditions and are not guaranteed to represent actual system performance. A design professional should be consulted for site specific design purposes. The calculated fire flow capacity in the above table is based on a currently available residual system pressure of 20 psi at the location modeled. The model indicates that Lakehaven's standard maximum allowable velocity of 10 ft/s is exceeded at a fire flow rate above 2100 gpm. Fire flow capacities greater than 2100 gpm may be accommodated through water system improvements. 100714FF 305 Onishchenko (Form Rev. 12/6/13) Development Engineering ave DIsrN Water Availability Map Water main Water service lines Hydrants # 05H 2188201005 2108201165 2188201010 2188201020 2168201155 70 2188200980 2188200890 2186201150 2188201030 25 2188200870 218=113D 2188200940 2185201080 )0 2188200910 5 Fe t CO CO UJ H8 5,- -1b. 35 �C 2188200941 21882009M 11K 2188201i0o 2166201070C) 2 2188201810 Z88201660 0 288201500 218MO1530 2188201800 "201111 HZU2 0'6" 2186201760 21882OV95 218WO'1675 218VO1510 2imolm 2188201520 17.. NOTE., Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility Information shown. Facility locations and conditions are subject to field verification. r 501 011 IN 1001. 011 1 -- i i 21882011020 SUBJECT PROPERTY 2138201030 F2138201060 VICINITY MAP N n s E I r ABBREVIATIONS N.T.S. A B. ANCHOR BOLI LAV LAVATORY A.F.F. ABOVE FINISHED FLOOR t IN LINEAR FA.F.G. ABOVE FINISHED GRADE LINO_ 1 LINOLEUM LT. LIGHT jIAG - AIBOVE GRADEING �I LVG _�I AM NA ED VENEER LUMBER ABV. ABOVE LIGHTING ALUM. ALUMINUM I MAIL I MATERIAL FAVG !AVERAGE MAX MAXIMUM AWG AMERICAN WIRE GAUGE MECH. MECHANICAL - BLDG BUILDING MED. MEDIUM BLKG I BLOCKING _ MFG.MANUFACTURING _..- - - - C.O. 'CLEAN OUT MIN _ MINIMUM C T I CERAMIC TILE misc. MISCELLANEOUS CFM CUBIC FEET PER MINUTE N T S NOT TO SCALE CL 1 CENTERLINE i 0 C ON CENTER `_ CLG CEILING O D } OUTSIDE DIAMETER CONC CONCRETE OH OVER HEAD - -- - ' CONST CONSTRUCTION P C _- PRECAST CONCRETE - CONT. CONTINUOUS PERF. PERFORATED CONTR. CONTRACTOR PLUMB. PLUMBING ' _ i �--_ _ - _ PLYWD. PLYWOOD ONV DISHWASHER DEL DOUBLE PORC. PORCELAIN - k DIA DIAMETER PREFAB PREFABRICATED _7' j DIM. *DIMENSION PSF POUNDS PER SQUARE FOOT j DN. DOWN PSI POUNDS PER SQUARE INCH !; - rt —_ i- --. — - -' EQ. EQUAL PVC POLYV NYLCLORIDE I EQUIP EQUIPMENT PWR - POWER EST. ESTIMATE !STY. QUANTITY EXC EXCAVATE RADIUS EXH. EXHAUST R O ROUGH OPENING j -- - EXIST— EXISTING R.O.W.R 0 W. RIGHT OF WAY F 1 I I TEXT. EXTERIOR REFR REFRIGERATOR F.A. FIRE ALARM REF. REFERENCE F D. FLOOR DRAIN REINF. REINFORCED_ F.E. FIRE EXTINGUISHER REQD__ +REQUIRED - - * - -- --- FIG FIBERGLASS REV. _ REVISION FAR FABRICATE S.D. SMOKE DETECTOR FDN. FOUNDATION 1 SCHED. SCHEDULE__ -i FIN. FINISH ECT. SECTION - - -- FTG. FOOTING SHTG. SHEATH— 1 GALV__ _ GALVANIZED { SPECS SPECIFICATIONS GAR. GARAGE _ YSQ FT.SQUARE FEET -� -- GFI -GROUND FAULT INTERRUPTER SQ. IN. SQUARE INCHES GL GLASS STD. - � STANDARD__ __ GLB GLUE LAMINATED BEAM ; T & G 1 TONGUE AND GROOVE GWD TGYPSUM WALL BOARD V. _ tTELEVISION OUTLET - - -- HGT !HEIGHT EL__ TELEPHONE _ HOR. HORIZONTAL HKtTHICK _ HTR THEATER HRU THROUGH -- - - -- - HVAC HEATING VENTIL. 8 AIR C" 'YP TYPICAL �_1 D INSIDE DIAMETER UNF UNFINISHED 1 ID _ IDENTIFICATION _ \/.B VAPOR BARRIER _ INSUL. INSULATION VERT. VERTICAL INT. INTERIOR WATER +_W!C WAR CLOSET — ATE 1 JCT JUNCTION WMI 1 WATER METER JST I JOIST W/O- WITHOUT_ rt _ z� ! BSBL PROPOSED RET. WALL UP TO - , 0 I I 'I I I I I j - - - - n. Grade B-245' r JA 4'FOOTINGUNE PERF. PVC TO INFILTRATION TRENCH i --- '- --'—` 1, Fim Grade A-245' I COVERED �- - PROPOSED SINGLE CONCR PATIO FAMILY RESIDENCE: 178 sq. ft MAIN FLOOR ELEV. 245' 4" ELEV. 245' W' UPPER FLOOR ELEV. 256' 4" _ _ J TOP OF PARAPET ELEV 271' I II UP 31 - 0 m — L I WATER LINE F-m C-244', I -- - I 24s 18' - 6" 1I 1 - - I 3 CAR GARAGE 849 sq.fL (slope to o.h. door) CIAIGtlt ILAN KUM 949, I I CONCRETE al SEPTIC PARKING ` I ! _ TANK _ I� 'I min. 1/4"A' slopel y 2401438 Sq. Ft „ c , V L 10'-0" Cn w `4S i I' STORM WATER CATCHBASIN Fin. Grade D-242 , FUTURE RESE AREA PROPOSED RET. WALL UP TO 36' [� RE E i EI E It --- nc,tuw. IVEWAY I 3 DRAIN FIELD AREA USE T AREA FOR PARKING\ y DURI ONSTRUCTION. O (TO BE IMPRO ITG; QED ROCK) a� !I r . 00 F. \ \ entre an1on 2 Ett�tt2v� 25' ROAD EASEMENT 2� j ru.C-ii`a1^ }- BSBL _ ��_ �• ; r - , •, • r •: ; COr1S 4 ' . '• , _ i• Esc C.3 r y� - .. '• .e I 7 ravel R 08 a •.. b +"♦ 22s o� --� . r . -. X/sting Gra • y% - :4 a s • .. -.. 3. 'r• - .. .r - _ •. •;a a a r• _ --' STORM WATER INFILTFA TRENCH o TI TR - _; ° BENCHMARK- --�'• COI _ Olt �2S 1 100 - 0 11 PON ELEV.90.0' 5 `4 1601 _ Olt BSBL I St Way S`!V Site Plan „ W 2 m RVE DRAIN AREA I . 1 I 1 1 -240---- -- I I I 1 I I i I { nd CON UCTION rA)A SI FENCE 3.�, -( y ���i,{hai'con df�w�tl APPROVED CITY OF fEDERAL WAY ENERGY NOTES E J ALL VERT. FENESTRATION TO BE RATED AT A MAXIMUM U-FACTOR OF 0.28. HVAC MUST BE GAS, PROPANE, OR OIL FIRED FURNACE WITH A MINIMUM AFUE OF 94%. WATER HEATER TO BE GAS, PROPANE, OR OIL WITH MIN. EF OF 0.91 ALL SHOWERHEAD AND KITCHEN SINK FAUCETS SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAV. FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. �. II �j.4 " L * Z 2 Cl) •A r� alV RESUBMITTED FEB 12 2018 CITY OF FEDERAL V1AY COMMUNITY DEVELOPMENT IL Main Floor: 1624 sq.ft Upper Floor: 1854 sq.ft Total Living.: 3478 sq.fL Garage: 849 sqA Covered Rear Pabo: 180 sq.ft Front Porch: 54 sq.ft Project number 1703 Date 09/14/2017 Drawn by Y. M. Phone 253-275-8422 04Vr O Scale As indicated 21 41 L L'k B C D E