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13-100833 , • iilding - Single Famnily. • City of Federal Way Community&Econ.Dev.Services Permit #: 13-100833"-00-8F 33325 8th Ave S Federal Way,WA 98003 Ph:(253)835-2607 Fax:(253)835-2609 Inspection Request Line: (253) 835-3050 4 Project Name: WYNSTONE EAST LOT 49 71 . Project Address: 730 SW 338TH ST ` Parcel Number: 957850 0490 Project Description: NEW-Construction of a 2,879 square foot,2-story single-family residence with a 579 - square foot attached garage. Includes plumbing& mechanical. No deck. ***4 bedrooms; ' $250,000 approximate selling price*** Owner Applicant Contractor Lender LENNAR NORTHWEST INC LENNAR NORTHWEST INC LENNAR NORTHWEST INC OWNER IS LENDER 12815 CANYON RD E SUITE F 12815 CANYON RD SUITE E LENNANI893QG (11/7/13) VANCOUVER WA 98686 PUYALLUP WA 98373 12815 CANYON RD SUITE E PUYALLUP WA 98373 Census Category: 101 -New Single Family House Includes: #1 #2 #3 #4 Occupancy Class: R-3 U Construction Type: Type V-B Type V-B Occupancy Load: Floor Area(sq. ft.) 2,879 579 0 0 Additional Permit Information New/Additional Sq.Feet- 1st Floor 1285 New/Additional Sq.Feet-2nd Floor 1594 New/Additional Sq.Feet-3rd Floor 0 Occupancy#1 -Area(Sq.Feet) 2879 Occupancy#2-Area(Sq.Feet) 579 New/Additional Sq.Feet-Basement 0 Basic Plan? No Occupancy#1 -Construction Type Type V-B Occupancy#2-Construction Type Type V-B New/Additional Sq.Feet-Deck 0 New/Additional Sq.Feet-Garage 579 Mechanical to be Included? Yes Occupancy#1 -Class R-3 Occupancy#2-Class U New/Additional Sq.Feet-Other 0 Plumbing to be Included? Yes New/Additional Sq.Feet-Total 3458 Occupancy#I -Use Residence(1 or 2 family) Occupancy#2-Use Private Garage Zoning Designation RM 3600 Mechanical Fixtures Air Handling Units 1 Ducting 1 Fans 5 Furnaces 1 Gas Piping 1 Gas Pipe Outlets 5 Hot Water Tanks 1 Plumbing Fixtures Bathtubs 2 Dishwashers 1 Laundry Washer Outlets Lavatories 4 Showers 2 Sinks 4... 1 WaterClose ...7 3 Hose Bibbs 2 (1 i 1 —>. ° 3d� ' PERMIT EXPIRES Tuesday, October 22, 2013 /� `t.' ,. [ L����,,z o Permit Issued on Thursday, April 25, 2013 �' \ --.4,..) I hereby cert‘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 Washington and the City of Federal Way. Owner or agent: ( `�� (-17.2---- -1 l _ Date: 7:L. ---' - 111111111-4_. .tft City of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the International Building Code 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: WYNSTONE EAST LOT 49 Permit#: 13-100833-00-SF Address: 730 SW 338TH ST Includes: #1 #2 #3 #4 Occupancy Class: R-3 U Construction Type: Type V-B Type V-B Occupancy Load: Floor Area(sq. ft.) 2,879 579 0 0 Owner Name: LENNAR NORTHWEST INC Owner Address: 12815 CANYON RD E SUITE F VANCOUVER WA 98686 Building Official Date 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 severly affect the health and safety of the general public. Although the City has made as complete a review and inspection as is reasonably possible(within budgetary time and personnel limitations), the City neither guarantees nor warrants to the owner/occupant or to any other person that this Certificate evidences strict compliance with each and every ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon which it is situated. Such compliance is the responsibility of the owner and/or occupant of the premises. Q THIS CARD IST :MAIN ON-SITE • •CIW of ' 0 Construction In pection Record Federal Way INSPECTION REQUESTS: (253) 835-3050 • PERMIT#: 13-100833-00-SF Address: 730 SW 338TH ST Project: LENNAR NORTHWEST INC 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 'ou are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. 0 �1 WM Precon Site Mtg(4400) ❑ Initial Erosion Control (4365) 0 Footings/Setback(4110) Approved To be done prior to breaking ground Approved to place concrete By Date By Date 2_,y=„1,p Date - J ❑ Foundation Wall(4115) ❑ Drainage/Downspout(4040) ❑ Plumbing Groundwork(4190) Approved to place concrete Approved to backfill Approved to cover By L- L. Date t3._C:l "Z By C Vim; Date `Ca11-1- / '---- By Date ❑ Slab/Concrete Floor(4255) ❑ Underfloor Framing(4285) ❑ Floor Sheathing(4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date ByDate By Date , \mor . LJ ^'-1—\'J -❑ Shear Walls (4245) ❑ Roof Sheathing(4220) ❑ Rough Plumbing(4230) Approved to install siding Approved to install roofing Approved By Date 1, _, . . B Date G_ 5-,( 3 By _ Date ❑ Mechanical Rough-in (4165) ❑ Gas Piping(4125) ❑ Fire/Draft Stops(4095) Approved Approved to release test Approved By 7 `� Date L - --It*--1 -)) .By c,f� Date ��N�{� 'By Date W/43 ❑ __,.. . Interim Erosion Control(4370) � '❑ Framing(4120) ' Approved Prior to scheduling a Framing inspection; Electrical,Plumbing&Mechanical Rough-in and Approved to insulate Fire/Draft Stop inspections must be signed-off and By Date i approved. IBC 109.3.4 J ,By� ( - Date / ❑ Insulation (4150) ❑Gypsum Wallboard Nailing(4130) .El Final Erosion Control(4375) Approved to install wallboard Approved to install mud&tape Approved `By Date 7//v/0B �� Date 7„ _.( 3 By Date 0 Final-Mechanical(4065) ❑ Final-Plumbing(4075) ElFinal-Building(4050) Approved Approved Approved By Date—9:"1 C D By Q y Date 2y-. 1.7_- �Y'ty( _ j Date l Q, _4 .( - 0 Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date By Date By Date • Page 1 of 1 Job f , Truss T pe CRY Ply 1 R/C227/DV 12440FK F19 t 1 1 TSE#8070S-10 Job Reference(optional) The Trues Co./Tri-County Truss,Sumner WA/Eugene OR!Burlington WA,TSE 7.350 S Jul 31 2012 MiTek Industries,Inc. Thu AA 11 18:07:27 2013 Page 1 I D:6ArZtbejDtiMlRd172BnIFy8m3p-L8gzwFEn84JkuY8nFMwx7wSQ3yRYjDv7F7YEN_yz 1 Vdlt I 2"60 I CAUTION!!WIHENPRINTING HARD COPY 10.11-12{ 1_x1-4-60�18 USE"DOCUMENT AND MARKUPS"SETTING Scale=1:41.5 STRONGBACKS 3x5_ 1.5x4 II 3x3 II 4x9= 1.5x4 II 3x6 FP= 1.5x4 I 3x6= 1.5x4 II 4x10= 3x3 II 3x5= 1.5x4 II 1 2 T1 3 4 5 6 7 8 9 10 11 12 13 1,21 21 20 19 18 17 16 15 14 3x7= 4x10= 3x4= 3x5= 4x12= 3x6 FP= 3x12= 3x4 E19 TRUSS HAS BEEN INSTALLED UPSIDE DOWN AND HAS A F23 TRUSS SPACED 16"FROM ONE SIDE AND A P18 TRUSS SPACED 6"FROM OTHER SIDE. INSTALL STRONGBACKS EXTENDING TO 2 ADJACENT TRUSSES (2-F23's 8 2-F18's)EACH SIDE OF P19 AT LOCATIONS SHOWN. ATTACH STRONGBACKS PER DETAIL BELOW. 1 21-10-4 24-11-12 21-10-4 _ I 3-1-8 Plate Offsets(X,Y):f18:0-1-8,Edgp],(19:0.1-6,Edgef LOADING(psf) SPACING 2-0-0 CSl DEFL in (loe) Udefl Uri PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.39 18-19 >669 480 I MT20 220/195 TCDL 10.0 Lumber Increase 100 BC 0.65 Vert(TL) -0.67 19-20 >386 360 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.10 15 n/a n/a BCDL 10.0 Code 1RC2009/TPI2007 (Matrix) Weight:117 lb FT=0%F,0%E LUMBER BRACING — — TOP CHORD 2x4 DF 2400E 2.0E(flat) TOP CHORD Structural wood sh thing directly applied or 6-0-0 oc purlins, except end verticals. ROT CHORD 2x4 DF 2400F 2.0E(flat) BOT CHORD Rigid ceiling direct! applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud(flat) REACTIONS (Ib/size) 21=1223/0-3-8 (min,0-1-8),15=2137/0-3-8 (min.0-1-8) Max Grav21=1276(LC 2),15=2137(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14-22=-463/0,22-23=-463/0,13-23=-463/0,2-3=-4073/0,3-4=-4073/0,4-5=-4073/0,5-6=-5440/0, 6-7=-5440!0,7-8=-5440/0,8-9=-381310,9-10=-3813/0,10-11=011317,11-12=0/1315 BOT CHORD 20-21=0/2367,19-20=0/5040,18-19=0/5440,17-18=0/4897,16-17=-424/2001,15-16=-424/2001, 14-15=-549/0 WEBS 2-21=-2622/0,10-15=-2756/0,2-20=0/1898,10-17=0/2137,9-17=-25510,5-20=107610,8-17=-1327/0, 5-19=-253/788,8-18=0/1090,7-18=-291/0,12-15=-998/0,12-14=0/727 NOTES (7) 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIIrPI 1. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards, Sia HF/2 STRONGBACK ATTACHED wo ADJACENT VERTICAL WEBS 7)All dimensions given In feet-inches-sixteenths(FFIISS)format. (4)10ma NA LS itrer is 1/4 x 3-1/2"Seems. LOAD CASE(S)Standard (T-) WHERE HFy2a S eS SAS SHOWN. 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 ADJACENT Uniform Loads(plf) rnus HOOD Vert:14-21=20,1-13=-100 1 .............ter_ ConcentratedLoads(Ib) 4 w ill ill Vert:13=-400 ADJACENT TRUSS Elia BOTTOM CHORD 1 ' -••••••=mow 2x6 HF.2 SCAB ATTACHED TO EACH SIDE OF ADJACENT TRUSSES w/(4)10d eery,EACH CHORD, WHERE NO VERTICAL WEA OCCURS. STRONGBACK ATTACHMENTil,r",. ,. Iiit::. ..! '..1 ri -.',.. •''. ..!:1 t: #9969. 7112/1 Digitally signed by:Terry L.Powell,P.E. I WARNING!-VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. Design valid for use with Mitek connectors,This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage delivery erection and bracing consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI 1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 theTRUSSco,INC. • • • . M. TSE • • Engineering A `(cK A. RI, Date Sent: 06/13/13 ��y aF WA• 4ei,y Name: Building Official �w / c', r. Total pages: 1 LQ From: Keith Ryan, P.E. 00 a°syI .z.t Subject: Alternate Shear nailing ass UNAL.F'�G`r Project: Lennar Homes: Houses built in the Wynstone Development (./13)i COMMENTS: Where shearwall types "SW1" and "SW2" occur, the shearwall sheathing panels may be spliced on the lower level top plate as shown on the attached detail. With this option the tie plates are not required. BOTTOM PLATE BOTTOM PLATE NAILING PER SHEAR FLLOOR ( SH LARWALLRSCHEDULE SH�W�OR + SHEARWALL SCHEDULE PER PLAN i 2x4 RIM RAIL PEP PLAN RIM TRUSS 1 FLOOR SHEATHING FLOOR SHEATHING UPPER F1.00` 1, UPPER FLOG* 1;,�- SHEARWALL =� HEARWAU. �!p,��,,,,,,,` '„ , EDGE NAILING ' r� E E NAILING Ij � j' FLOOR TRUSS 16d AT 5" 0.C.N. Iri — FLOOR TRUSS UPPER FLAG-EARWALL jUPPER Fl.00'EDGE NAIL EDGENAILISHEARW NSG MAIN FLOOR (� MAIN FLOOR I• 1 2x NAILER SHEARWALL i 11 2x NAILER SHEARWALL EDGE NAILING f EDGE NAILING o MAIN FLOOR I TOP PLATES MAIN FLOOR WALL TOP PLATES SHEARWALL SHEARWALL PER PLAN PER PLAN TRUSS PERP TO WALL TRUSS PARALLEL TO WALL 0 SHEARWALL DETAIL W/ FLOOR TRUSS 12810 N.E. 178th Street Suite 218• Woodinville, WA. 98072-8702 (425) 481-6601 A keith@tse-aep.com RECEIVE. 1113 - l 0 3 3 CITYOF W PERMIT SF F CO ME PL DE EN FP Federal WayB 21 2013 COMMUNITY DEVELOPMENT SERVICES n^ APPLICATION (J.'' ( /3 253-835-2607•FAX 253 �F FEDERAL iuw�n.ciivaffederalw i if, CDS SITE ADDRESS SUITE/UNIT# 730 SW 338th St PROJECT VALUATION ZONING ASSESSORS TAX/PARCEL# Q RM3600 1 j G — (4 _1 TYPE OF PERMIT a BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT (Tenant Name/Homeowner Last Name) Wynstone East Lot#49 Li_ 10 New single-family home, plan#0227 PROJECT DESCRIPTION Detailed description of work to he included on this permit only NAME PRIMARY PHONE PROPERTY OWNER Lennar Northwest 253-590-2205 MAILING ADDRESS E-MAIL 12815 Canyon Rd E, Suite F marijke.vanstichel@lennar.com CITY STATE ZIP Puyallup WA 98373 NAME PHONE Lennar Northwest 253-590-2205 MAILING ADDRESS E-MAIL CONTRACTOR 12815 Canyon Rd E,Suite F marijke.vanstichel@lennar.com CITY STATE ZIP FAX Puyallup WA 98373 WA STATE CONTRACTOR'S LICENSE# EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# / / NAME PHONE Lennar Northwest 253-590-2205 APPLICANT MAILING ADDRESS E-MAIL 12815 Canyon Rd E,Suite F marijke.vanstichel@lennar.com CITY STATE ZIP FAX Puyallup WA 98373 PROJECT CONTACT NAME PHONE Patrick Danner, ESM Consulting Engineers 253-838-6113 (The individual to receive and respond to all correspondence MAILING ADDRESS E-MAIL concerning this application) 33400 8th Ave S,Suite 205 patrick.danner@esmcivil.com CITY STATE ZIP FAX Federal Way WA 98033 ALTERNATE CONTACT NAME: PHONE E-MAIL Marijke Van Stichel 253-590-2205 PROJECT FINANCING NAME Q OWNER-FINANCED Required value of$5,000 or more (RCW 19.27.095) MAILING ADDRESS,CITY.STATE,ZIP PHONE I certify under penalty of perjury that I am the property owner or authorized 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 authorized 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 of Federal Way as to any claim(including costs,expenses, and attorneys'fees incurred in the investigation and defense of such claim),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 officers and employees, upon the accuracy of the information supplied to the city as a part of this application. SIGNATURE: � �A DATE ?747-'II/1 �' PRINT NAME: -kr r(,k Dql A qj"--- Bulletin#100—January I,2011 Page I of 3 k:AHandouts\Permit Application 1111 110 4161) 40,, MECHANICAL FIXTURES VALUE OF MECHANICAL WORK $ (a copy of bid or estimate must be provided) Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. 1 AIR HANDLING UNITS 5 FANS 5 GAS PIPE OUTLETS OTHER(Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS(commercial) BOILERS 1 FURNACES 1 HOT WATER TANKS)cos) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING 5 GAS PIPING WOODSTOVES IiillW PLUMBING FIXTURES Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. 2 BATHTUBS)or7ub/Shower Combo) 4 LAYS(Hand Sinks) 3 TOILETS WATER PIPING 1 DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe) DRAINS 2 SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS 1 SINKS(Kitchen/Utility) WATER HEATERS(E)ermr) 2 HOSE BIBBS SUMPS 1 WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS No $ • EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? N/A 5268 n Yes ❑ No o Yes ❑ No RESIDENTIAL - NEW OR ADDITION WEI AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT FIRST FLOOR(or Mobile Home) 1285 SECOND FLOOR 1594 COVERED ENTRY DECK GARAGE Il CARPORT 11 579 OTHER(describe) Area Totals EXISTING PROPOSED TOTAL 2173 **NEW HOMES ONLY** ESTIMATED SELLING PRICE$250,000 #OF BEDROOMS 4 COMMERCIAL-NEW/ADDITION AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information in Square Feet Type Stories NEW BUILDING ADDITION COMMERCIAL-REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information in Square Feet Type Stories TOTAL BUILDING TENANT AREA ONLY PROJECT AREA ONLY Bulletin#100—January 1,2011 Page 2 of 3 k:\Handouts\Permit Application 14 i Web date: 04/26/2007 * 1 if te-- OUL 16 I h--t s y�7 g x Vs r sem '. # v,v,„`,..i., t-,�„d � a ?. KingCounty r `Kits ,t N i,fek* ,,/ ''T4 ® ° .. Department of Development and Environmental Services - ,: #;` ,,,,I.:, - Building Services Division `' Ara..TE - B IA_: .,.''., `' _a} ERU 900 Oakesdale Avenue Southwest Renton,Washington 98057-5212 For alternate formats, call 206-296-6600. r' 206-296-6600 TTY 206-296-7217JJ This certificate provides the Public Health-Seattle&King County Department and the Department of Development and Environmental Services with information necessary to evaluate development proposals Do not write in this box Number Name • i .®'Building Permit 'Preliminary Plat or PUD El Short Subdivision ❑Rezone or other: t im 1/ Applicant's name: 4„; ' i. r_ Ai toxin _ -/Proposed use: r_. 1' :s -- ■ to -- 11J 5 6 ' 'I ��' iii r "`..= +i Location(attach map and legal description if necessary): rtel4i lea I .-cl 60$ .4- 4-5 loo Sta.3 C.f MPuS M-106111 Water purveyor information:' . RECEIVED 0 J 1. ❑ a. Wates can be provided by service connection only to an existing ( 713 water main that is OR feet from the site. FEB 2 U r ti WE b. Water service will require an improvement to the water system of: OF FEDERAL WAY kti(1) 4-4. O feet of water main to reach the site;-and/or CDS j (2) The construction of a distribution system on the site;and/or MUST 8 Acce MO I, 7 4(3) Other(describe): CLIRRJE PT DEVELOPER E A151AN AGt Man-/Pd4tamo) PKtaitTO 5E+21/4 J 2, jj a. The water system is in conformance with a County.approved water comprehensive plan. OR ACI WA'loP, ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) V 3. Fig a. The proposed project is within the corporate limits of the district,or has been granted Boundary Review Board approval for extension of service outside the district or city,or is within the County approved service area of a private water purveyor. OR O b. Annexation or Boundary Review Board(BRB)approval will be necessary to provide service. ) 4. ili a. Water is or will be available at the rat of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant :t-/-..5-to 1b 366 feet from the building/property(or as marked on the attached map): Rafe of flow at Peak Demand: 0 less than 500 gpm(approx. _ gpm) 0 500 to 999 gpm 0 1000 gpm or more 0 flow test of gpm 0 calculation of gpm Duration: ❑less than 1 hour ❑1 hour to 2 hours i J 2 hours or more Other: 3,a 147rAc e. AAP (Note: Commercial building permits which include multifamily structures require flow test or calculation.) OR V O b.. Water system is not capable of providing fire flow. 5. ® a. - Water system has certificates of water rights or water right claims sufficient to provide service. OR ❑ b. Water system does not currently have necessary water rights or water right claims.. ✓ Comments/conditions: W M'z(L. SERUI.Ce CONNCrCjllb,).a Appcjc -i s f{jt, , I certify that the above water purveyor information is true. This certification shall be valid for one,year from date of signature. LAKEHAVEN UTILITY DISTRICT Btu. Oe -se i _ Agency name Signatory.na e , 6. 1EC a, 1 7/13/12. Title Signa e rdT ?l3//Z Date ✓ ✓ ,✓ In 3$ HighestMin. '� Pressure Zone; Lowest Elevation of Property �d Z �� •�•-� ; Est. Pressure So psi Max. The District, at its sole discretion, reserves the right to delay or deny water service based upon __ capacity limitations in District and Other Purveyor facilities. r ,� am, __� _ _.._ ___ ____ _ �_ .,+ . T_-.....--.•.....---z-----7-7----7-- .-.,. _t..�;ii.ivr- :..�c��wk,::7,Tilr,a Water availability form Rev. 05-19-2003 Page 1 of 1 • • Page 2 of 2 .`71 --\\\\ by CU• +� \ ~ t S \ ' cp_ I:1'J, 0 c.li. \,A7 7,...>'''-19/:: \\) to'.:' cc 8 c: ec' ' 4.8.t:60;:_.1... ; Ij•x• 'i '? ! 015: r It: a6' :11 :1'1\1 S b �• $ ' 1.1 Q8 + _� /ice k lb 5 .+(P -- t°.r {n tom' Ara ' '• °'' 4 C el'? NI'/.,' i rt; j ' f Itom' }}�f. " _, ---., .. , Ark y �' j: ' , 1 � � r 'V. \ .. .. , _ +�/ s ^s s. s $ F , ' �; . a5- — rx ps $ A: ,, Hydr r7ts: /- 5 5,4%/:\:,3a0 t, \— "T •.,,- ';',- ,.,,,,,, 4,----,..___;',„, _______) CO Iater main: /w 6 3 fc ti Isa se-(.._ *-7,-„ \ \ I all ,. .1 .,- ,-.' .-$ 7":''''' ..,6:-: /1;7\ z/eff< ..„,'-cp."' ---,:-* \ \ ____WM ::,i'At,' ti,..- O r' fic —a 8. $ ,- ..,.." - ,:-.- 81 A \"...,,-Ily\° iic ..,, _.._,.. ,..„.....,. \ .y. 6, \-7)411 .;-' 7tCliP ---- Ili 41 f 40 ` ) -4Ry Y \8 _ Z .t:i V /1"."474%,:V11111: 1 ,-, ilk— ©2000 Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown.Facility locations and conditions are subject to field verification. http://columbia/lion/map.aspx 7/13/2012 • S LAKEHAVEN UTILITY DISTRICT Hydraulic Model Fire Flow Estimate Request/Reporting Form Requested By: Date: KRB 10/19/1999 Location be Modctcd: S W 344111 ST& 12 AVE SW(approx.) Lakehaven'!+Section Grid: G-11 Intersection: SW 344TH/12T11 SW Add.Description: See attached map Pressure Zone 538 Results By: Date: Model Run No.: JCB (form update 3/17/11 10/22/1999 Master Water System Mode12007.net BIA) FF#133 Condition Pressure(psi) Flow(gpm) Static 46 0 Fire Flow 20 3000 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 2500 gpm: Fire flow capacities greater than 2500 gpm may be accommodated through water system improvements. Form Rev.5/30/08 II 1 1,. I 1 - II a t.. : -, —•,-....c,g A 4 r g I\ c ---1_2-1 z ...t.. tr'.1 trl g g g g /:.1:* ):: I • \ - -o , t- ; 4 .1.,... 1— 4.:5J- I I i " ' 7--Z-. 4 k. P •,••••• • 0•• 4 In _.....„....2.,4„,.,,,. ..1, , • ig 5 ----, . ..s 0-.5 1111 .,.. I 11-2- 4,.... ,.... ...© * A 1 - ' 1- - ik .0.,//' a.'''.0 a •-----r--, 47. g JP41.' ''' 14. 1111/11 1111111k 11 ....................>o g 12TH AVE 3 1,4 ,:14 3 NVIIL g g 1, \cc): A0.00,•-,,, ,.. ...-..(:....---.--.5 I . .,,, ____......_,./ 10 -------1 C3 .••• , It .4 rj .0.4pr.,:i ,:z.. .r C/3 ...).— ... _. 2 ,..„.,4` .11 0 z .....1 ..., , f •••••••1 et, ..,..., •?' ' \ k • -e.„ . 'fit , \ \ i i 1 I ,--•• (.-.) 9 1 ) ,-‘, •59 4 —Th 1/ i i 14... i... g: I. „..?* .-4,. A `',0 v••_____,,,,..y.....,!.--••••,/ • , ,•••,,,, z..4 C -*•-c- .-• i3 . .,,. #.. .0. ' , .,‘: \' cl.. ., .. . i ,.. 1 —1 ....-4".”' ---5/ r•'...'"i k..-: VA .-11 1.• ""--F-,w , ‘...... "4 44' . ,. <.>' -• t. . . • \ a .A 1144 7/ 911111:*\ ''- c . I I -----i .--.1-...- i 1 / 1.r( 4z (1 .:-,,T-su-\ * • • LAKEHAVEN UTILITY DISTRICT Hydraulic Model Fire Flow Estimate Request/Reporting Form Requested By: Date: Kathy Brown 03/18/9$ Hydrant Location: See attached site plan 1/4 section: G-11 Intersection: 10th Ave SW & SW Campus Drive Add. De$cription: LthbUL"1'b ux: uA1h: %1UUL`L hue Nu.: John .13owman.,347 03/20/98 95LUDSFF.INP FF#(61 conditioi Pressure (psi) Flow (gpm) Static 91 0 Fire Flow 20 6300 NOTE: The fire flow analysis was performed at the 10" pipe crossing near 10th Ave SW and Campus Drive. On-site fire flow estimates would have to be. determined during design of the water system improvements. This fire flow rate will cause velocities in excess of 10 f/s within the water distribution system and pressures in some areas to drop below 20 psi,. A fire flaw rate less than 3200 gpm will maintain flow velocities below 10 f/s andsystem pressures above 20 psi. There is no guarantee that the Hydraulic Model results will represent actual system performance. Model results depict the theoretical performance of the system under high demand conditions. Field measurements should always be obtained for design purposes. 0 - It a. l \ 1 .. 'A.taw- "'_i ♦ - ♦ ... .\ o ‘.-a Q •• •• .I C M... .• \ • • • • • • • • \ \\• \ _ / - • • f "\ � :7wi • C •• • ♦ ♦ f 9 • t.„ 4 \ \ N. 13 pa :Zi • ,1 \ n \• • \ • cr ¢z „.4 \\\ .(\ \NP \ \y\ I X713 da S \ AN \ \\ \\ ,.'-""Gyp,' ... J st • 11111M> tP, ? ."' • \ ‘• 1 ck,..1 } fa \\\ \1 \\\• R��- Q C % ' E .... ... i 84 1/' .t. • Mil11 1 44 O \ N '� O .pQ \♦ \ 11 L j . g d \\ \\ • • )• ry/q_ f g IA 4 +2 G1. G: yy w 4. rt . \1 •\ \1 2'1• '4' / 1 .710 7i al ".. i4.4-iz, es, • Er ed \ a • ‘• •t„ e j' 1% R 1 k \ \ \ c �� u 2 $T Cr,6: \•\ \ •, \ \ x/sa r.. ��r s�Ft �y �, 4 °' \\ \ \\ '{ 4' • 1' 0\,,),•-a 7,,' .6,,, • .....,,,. 0, . ,..,. 1 w p!% \ \ // V fi \ \ .Alligik4:6\ • • S: , z 3F ma- 1 ,Iiia 10 "a9 tai. 0 1 rwr`o oda a41 PERMIT #: 13-100833-00 SF ADDRESS: 730 SW 338th Street PROJECT: New Single Family WYNSTONE EAST LOT 49 DATE: 2/21/13 W,0917HSH 6 9 I't, ,,cM-9 9,0e.6 s 01 uj M Z co CL z Li cv) (j) 09 CL (/i co 10 �111 Lcs C) Lo Loj) C) Ir 1j L'i1 L �2 02L C, Zd 1,18 clelzo PERMIT #: 13-100833-00 SF ADDRESS: 730 SW 338th Street PROJECT: New Single Family WYNSTONE EAST LOT 49 DATE: 2/21/13