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18-100761 F �( ..x• r • r ` •� � : w H Building - Single-Faley CityePermit #:18-100761-00-SFCommunity of 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253)835-3050 Ph:(253)835-2607 Fax(253)835-2609 Project Name: STIMPSON Project Address: 33629 33RD PL S Parcel Number:726120 0035 Project Description: NEW-Construction of a 2-story, 3737 square foot single family residence with a 38 square foot covered entry,a 326 square foot deck and a 459 square foot attached garage,including plumbing and mechanical. ***3 bedrooms; $600,000 estimated selling price*** \ Owner Applicant Contractor Lender MARK A STIMPSON JOHN RODRIQUEZNEW WORLD TERRY JENSEN CONSTRUCTION BANNER BANK 33400 8TH AVE SE UNIT 132 DESIGN PO BOX 1237 ST PO BOX 1117 FEDERAL WAY WA 98003 6515 100TH ST SW SEAHURST WA 98062 WALLA WALLA WA 99362 LAKEWOOD WA 98499 Census Category: 101 -New Single Family House Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V-B Occupancy Load: Floor Area(sq.ft.) _ 4,560.00 Additional Permit Information New/Additional Sq.Feet-1st Floor 3062 New/Additional Sq.Feet-2nd Floor 675 New/Additional Sq.Feet-3rd Floor 0 Occupancy#1-Area(Sq.Feet) 4560 New/Additional Sq.Feet-Basement 0 Basic Plan? No Occupancy#1-Construction Type Type V-B New/Additional Sq.Feet-Deck 326 New/Additional Sq.Feet-Garage 459 Mechanical to be Included? Yes Plumbing Work Valuation? 10000 Mechanical Work Valuation? 10000 Number of Stories 2 New/Additional Sq.Feet-Other 38 Plumbing to be Included? Yes New/Additional Sq.Feet-Total 4560 Will Certificate of Occupancy be Issued? Yes Occupancy#1-Use Residence(1 or 2 family) Comprehensive Plan Designation SF-High-Density Zoning Designation RS 9.6 Residential Total Valuation:462,209.63 Air Handling Units 1 Air Conditioners-Stand Alont 1 Ducting 1 Fans 6 Furnaces 1 Gas Logs 2 Gas Piping 1 Gas Pipe Outlets 4 Hot Water Tanks 1 Hti Bathtubs 1 Dishwashers 1 Drains 7 Laundry Washer Outlets 1 Lavatories 4 Showers 1 Sinks 2 Water Closets 3 Hose Bibbs 2 CONDITIONS: 1.Building test air changes to be 3 or less per energy code worksheet credit options chosen. 2.A City Right of Way Permit is required for the driveway connection to 33rd P1 S.Contact Kathleen Mathena at(253)835-2725 for the permit requirements. 3.The Right of Way Permit shall be finalled,prior to Building final or Occupancy. , r'� — 2O6- e2,-76,77 ,.Pip ° ti 4.Per FWRC Section 11.05.120,all service connections(power,phone,cable)shall be underground. 5.Stay out of 100-foot wetland buffer except as allowed on approved plan. .. • 6.Must comply with the Voluntary Correction and Right of Entry signed in file 16-105204-VO. 7.Wetland buffer restoration to be restored and inspected per approved plan in plan set and as specified in Voluntary Correction Agreement. 8.Planning Division Final inspection required. PERMIT EXPIRES Saturday,22 December,2018 Permit Issued on Monday,June 25,2018 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 hinpton and the City of Federal Way. Owner or agent: 244-6Date: 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: STIMPSON Permit# 18-100761-00-SF Address: 33629 33RD PL S Includes: #1 #2 #3 #4 Occupancy Class: - R-3 Construction Type: Type V-B Occupancy Load: 0.00 Floor Area(sq.ft.) 4,560.00 Owner Name: MARK A STIMPSON Owner Address• 33400 8TH AVE SE UNIT 132 FEDERAL WAY WA 98003 q //:"../.// l ,23 • uild I g 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 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. t ... • ... - - • THIS CARD IS TO REMAIN ON-SITE. ' Pei:feralWay Construction Inspection Record INSPECTION REQUESTS:(253)835-3050 • PERMIT#: 18 100761 00 Address: 33629 33RD PL S Project: LORI A STIMPSON FEDERAL WAY WA 98003 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. 0 SWM Precon Site Mtg(4400) El Initial Erosion Control(4365) 0 Footings/Setback(4110) Approved To be done PRIOR to breaking ground Approved to place concrete By Date By ---- Date By A/4)jJ Date i l 6 y ® Foundation Wall(4115) 0 Drainage/Downspout(4040) ® Plumbing Groundwork(4190) Approved to place concrete Approved to backfill Approved to cover By Date II if By Date By Date El Slab/Concrete Floor(4255) El Underfloor Framing(4285) 9❑ Floor Sheathing(4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date By Date 12 b By Date ClShear Walls(4245) al Roof Sheathing(4220) an Rough Plumbing 4230) Approved to install siding Approved to install roof Approved By Date By R. I-) Date 2 By Date E8 Mechanical Rough-in(4165) 2:1 Gas Piping(4125) a Fire/Draft Stops(4095) Approved Approved to release test Approved / By , Date 3 fl By Date 3 By Z 5 Date 3`Pita4 T CI Interim Erosion Control(4370) Prior to scheduling a Framing inspection; aai Framing(4120) Approved Electrical,Plumbing&Mechanical Rough-in Approved to insulate and Fire/Draft Stop inspections must be siged- By Date sgaudapproved IBC1OP.3.4 BYZww t r Date ' / K/�7 t$ Insulation(4150) Xi Gypsum Wallboard Nailing(4130) Final-Planning(4070) Approved to install wallboard Approved to install mud& Approved By to, Date 7 m/Y.1 By 141 Date Lib b By 31ipl,11 Date y l kh 1 Ni Final Erosion Control(4375) gg Final-Mechanical(4065) 1, M Final-Plumbing(4075) Approved Approved I Approved •By Date '',.Byt.10 Date7.2,0,PA /Zac Date ff/244 M Final-Building(4050) Approved `` �� BYZR)5 Date ��� 1c" 11' tl tl M(' NI S o '1�-' 0 '\ k\-- \ 5 ,4,,., - .a E,e.. mac. `yi. S E-t. 11 \)t' ' 4i \of B o c)• t vii- , 0 Rough Electrical 0 Final Electrical 0 Right of Way Approved Approved Approved By Date By Date By Date • • • • - t c .r, Awl 'O • • • • • • • D. • Leonard Spadoni From: mark stimpson <markastimpson@hotmail.com> Sent: Wednesday, September 18, 2019 8:04 PM To: Leonard Spadoni Subject: Fw: Fresh air solution Attachments: WAC 51-51-1507_.pdf Hi Leonard, Here is the response from my HVAC installer&the attached Code. Please let me know if more is going to be needed. Thanks very much, Mark Stimpson From: Gene Jackson <gene@ecoairnw.com> Sent:Wednesday, September 18, 2019 9:03 AM To: mark stimpson<markastimpson@hotmail.com> Subject: Fresh air solution Mr. Stimpson, Following WAC 51-51-1507.3.3 Home is a 3 Bedroom, 3,400 sq ft, 42,000 cubic sq. ft. due to the high ceilings. For homes with 3 between 3,000 sq. ft.to 4,500 sq ft. Mr Stimpson must have 75 CFM fresh air 4-1 hr periods every 24 hrs to adhere to code mandate. As directed we will install a 4-Ton fresh air kit. The 6 inch dimension ductwork will be installed directly in the return air plenum. The 6in fresh.air kit will supply the required 75 CFM. The damper will be on a timer that will be set to run 4 - 1 hr periods every 24 hrs as required by code. Please forward this to the gentleman who is the Federal Way building inspector to ensure the issue is properly addressed to his satisfaction. If green lighted the changes will be made immediately. Gene Jackson ECO Air NW 425-891-6510 1 9/18/2019 WAC 51-51-1507: WAC 51-51-1507 Section M1507—Mechanical ventilation. M1507.1 General. Local exhaust and whole-house mechanical ventilation systems and equipment shall be designed in accordance with this section. M1507.2 Recirculation of air. Exhaust air from bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas of the building. M1507.3 Whole-house mechanical ventilation system. Whole-house mechanical ventilation systems shall be designed in accordance with Sections M1507.3.1 through M1507.3.3. M1507.3.1 System design. Each dwelling unit or guestroom shall be equipped with a ventilation system complying with Section M1507.3.4, M1507.3.5, M1507.3.6 or M1507.3.7. Compliance is also permitted to be demonstrated through compliance with the International Mechanical Code or ASHRAE Standard 62.2. M1507.3.2 Control and operation. 1. Location of controls. Controls for all ventilation systems shall be readily accessible by the occupant. 2. Instructions. Operating instructions for whole-house ventilation systems shall be provided to the occupant by the installer of the system. 3. Local exhaust systems. Local exhaust systems shall be controlled by manual switches, dehumidistats, timers, or other approved means. 4. Continuous whole-house ventilation systems. Continuous whole-house ventilation systems shall operate continuously and be equipped with an override control. A"fan on" switch shall be permitted as an override control. Controls shall be capable of operating the ventilation system without energizing other energy-consuming appliances. A clearly visible label shall be affixed to the controls that reads "Whole House Ventilation (see operating instructions)." 5. Intermittent whole-house ventilation systems. Intermittent whole-house ventilation systems shall comply with the following: 5.1. They shall be capable of operating intermittently and continuously. 5.2. They shall have controls capable of operating the exhaust fans, forced-air system fans, or supply fans without energizing other energy-consuming appliances. 5.3. The ventilation rate shall be adjusted according to the exception in Section 403.8.5.1. 5.4. The system shall be designed so that it can operate automatically based on the type of control timer installed. 5.5. The intermittent mechanical ventilation system shall operate at least one hour out of every four. 5.6. The system shall have a manual control and automatic control, such as a 24-hour clock timer. 5.7. At the time of final inspection, the automatic control shall be set to operate the whole-house fan according to the schedule used to calculate the whole-house fan sizing. 5.8. A label shall be affixed to the control that reads "Whole House Ventilation (see operating instructions)." M1507.3.2.1 Operating instructions. Installers shall provide the manufacturer's installation, operating instructions, and a whole-house ventilation system operation description. M1507.3.3 Mechanical ventilation rate. The whole-house mechanical ventilation system shall provide outdoor air to each dwelling unit at a continuous rate of not less than that determined in accordance with Table M1507.3.3(1). EXCEPTION: The whole-house mechanical ventilation system is permitted to operate intermittently where the system has controls that https://apps.leg.wa.gov/wac/default.aspx?cite=51-51-1507 1/5 •r.. 9/18/2019 WAC 51-51-1507: enable operation for not less than 25 percent of each 4-hour segment and the ventilation rate prescribed in Table M1507.3.3(1)is multiplied by the factor determined in accordance with Table M1507.3.3(2). Table M1507.3.3(1) Continuous Whole-House Mechanical Ventilation System Airflow Rate Requirements NUMBER OF BEDROOMS Dwelling Unit Floor Area (square 0-1 2 -3 4-5 6-7 >7 feet) Airflow in CFM < 1,500 30 45 60 75 90 1,501 - 3,000 45 60 75 90 105 3,001 -4,500 60 75 90 105 120 4,501 -6,000 75 90 105 120 135 6,001 -7,500 90 105 120 135 150 > 7,501 105 120 135 150 165 For SI:1 square foot=0.0929 m2,1 cubic foot per minute=0.0004719 m3/S. Table M1507.3.3(2) Intermittent Whole-House Mechanical Ventilation Rate Factorsa°b Run-Time Percentage in Each 4-Hour Segment 25% 33% 50% 66% 75% 100% Factors 4 3 2 1.5 1.3 1.0 For ventilation system run time values between those given,the factors are permitted to be determined by interpolation. b Extrapolation beyond the table is prohibited. M1507.3.4 Whole-house ventilation using exhaust fans. This section establishes minimum prescriptive requirements for whole-house ventilation systems using exhaust fans. A system which meets all the requirements of this section shall be deemed to satisfy the requirements for a whole-house ventilation system. M1507.3.4.1 Whole-house ventilation fans. Exhaust fans providing whole-house ventilation shall have a flow rating at 0.25 inches water gauge as specified in Table M1507.3.3(1). Manufacturers'fan flow ratings shall be determined according to HVI 916 or AMCA 210. M1507.3.4.2 Fan noise. Whole-house fans located 4 feet or less from the interior grille shall have a sone rating of 1.0 or less measured at 0.1 inches water gauge. Manufacturer's noise ratings shall be determined as per HVI 915 (March 2009). Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from attached duct work using insulated flexible duct or other approved material. M1507.3.4.3 Fan controls. The whole-house ventilation fan shall meet the requirements of Section M1507.3.2 and M1507.3.2.1. M1507.3.4.4Ventilation openings. Each habitable space shall be provided with outdoor air inlets or operable windows with an openable area not less than 4 square inches of net free area of opening for each 10 cfm of outdoor air required by Table M1507.3.3(1). Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors, installation of grilles, transoms, or similar means. Doors shall be undercut to a minimum of 1/2 inch above the surface of the finish floor covering. Individual room outdoor air inlets shall: 1. Have controllable and secure openings; 2. Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed; 3. Any inlet or combination of inlets which provide 10 cfm at 10 Pascals are deemed equivalent to 4 square inches net free area. https://apps.leg.wa.gov/wac/default.aspx?cite=51-51-1507 2/5 9/18/2019 WAC 51-51-1507: Ventilation opening shall be screened or otherwise protected from entry by leaves or other material. Openings shall be controllable, securable and shall be designed to not compromise the thermal properties of the building envelope. Ventilation openings shall be located so as not to take air from the following areas: 1. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. 2. Where it will pick up objectionable odors, fumes or flammable vapors. 3. A hazardous or unsanitary location. 4. A room or space having any fuel-burning appliances therein. 5. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. 6. Attic, crawl spaces, or garages. 7. Asphalt roofs unless it is shown that no other location is permissible. In such cases the inlet opening shall be located a minimum of 2 feet from the nearest surface of the asphalt roofing, measured from the intake opening. M1507.3.5 Whole-house ventilation integrated with a forced-air system. This section establishes minimum prescriptive requirements for whole-house ventilation systems integrated with forced-air ventilation systems. A system which meets all the requirements of this section shall be deemed to satisfy the requirements for a whole-house ventilation system. M1507.3.5.1 Integrated whole-house ventilation systems. Integrated whole-house ventilation systems shall provide outdoor air at the rate calculated using Section M1507.3.3. Integrated forced-air ventilation systems shall distribute outdoor air to each habitable space through the forced-air system ducts. Integrated forced-air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building to the return air plenum of the forced-air system, at a point within 4 feet upstream of the air handler. The outdoor air inlet duct connection to the return air stream shall be located upstream of the forced-air system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The system will be equipped with a motorized damper connected to the automatic ventilation control as specified in Section M1507.3.2. The required flow rate shall be verified by field testing with a flow hood or a flow measuring station. M1507.3.5.2 Ventilation duct insulation.All supply ducts in the conditioned space shall be insulated to a minimum of R-4. M1507.3.5.3 Outdoor air inlets. Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: 1. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. 2. Where it will pick up objectionable odors, fumes or flammable vapors. 3. A hazardous or unsanitary location. 4. A room or space having any fuel-burning appliances therein. 5. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. 6. Attic, crawl spaces, or garages. M1507.3.6 Whole-house ventilation using a supply fan. This section establishes minimum prescriptive requirements for whole-house ventilation systems using an inline supply fan. A system which meets all the requirements of this section shall be deemed to satisfy the requirements for a whole-house ventilation system. M1507.3.6.1 Outdoor air. Supply fan ventilation systems shall distribute outdoor air to each habitable space through the forced-air system ducts or through dedicated ducts to each habitable space. Supply fans shall have the capacity to provide the amount of outdoor air specified in Table M1507.3.3(1) at 0.40 inches water gauge as per HVI 916. The outdoor air must be filtered before it is delivered to habitable https://apps.leg.wa.gov/wac/default.aspx?cite=51-51-1507 3/5 9/18/2019 WAC 51-51-1507: spaces. The filter may be located at the intake device, in line with the fan, or, in the case of a connection to the return plenum of the air handler, using the furnace filter. An outdoor air inlet shall be connected to either the supply or return air stream. " M1507.3.6.2 Ducts. An outdoor air inlet duct connection to the supply air stream shall be located downstream of the forced-air system blower. An outdoor air inlet duct connection to the return air stream shall be located at least 4 feet upstream of the forced-air system blower and its filter. Neither type of duct shall be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The outdoor air inlet duct shall be prescriptively sized in accordance with Table M1507.3.6.2. The terminal element on the outside of the building shall be sized 2 inches in diameter larger than the outdoor air inlet duct. Table M1507.3.6.2 Prescriptive Supply Fan Duct Sizing Supply Fan Tested cfm at 0.40"wg Specified Volume from Minimum Minimum Table Smooth Duct Flexible Duct 1507.3.3(1) Diameter Diameter 50-90 cfm 4 inch 5 inch 90- 150 cfm 5 inch 6 inch 150-250 cfm 6 inch 7 inch 250-400 cfm 7 inch 8 inch M1507.3.6.3 Dampers. The system shall be equipped with a back-draft damper and one of the following: 1. A calibrated manual volume damper installed and set to meet the measured flow rates specified in Table M1507.3.3(1) by field testing with a pressure gauge and/or following manufacturer's installation instructions; or 2. A manual volume damper installed and set to meet the measured flow rates specified in Table M1507.3.3(1) by field testing with a flow hood or a flow measuring station; or 3. An automatic flow-regulating device sized to the specified flow rates in Table M1507.3.3(1) which provides constant flow over a pressure range of 0.20 to 0.60 inches water gauge. M1507.3.6.4 Ventilation duct insulation. All supply ducts in the conditioned space shall be insulated to a minimum of R-4. M1507.3.6.5 Outdoor air inlets. Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: 1. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. 2. Where it will pick up objectionable odors, fumes or flammable vapors. 3. A hazardous or unsanitary location. 4. A room or space having any fuel-burning appliances therein. 5. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. 6. Attic, crawl spaces, or garages. M1507.3.7 Whole-house ventilation using a heat recovery ventilation system. This section establishes minimum prescriptive requirements for whole-house ventilation using a heat recovery ventilation system. M1507.3.7.1 Heat recovery ventilation systems. All duct work in heat recovery systems shall be sized and installed per the manufacturer's instructions. System minimum flow rating shall be not less than that specified in Table M1507.3.3(1). Heat recovery ventilation systems shall have a filter on the upstream side of the heat exchanger in both the intake and exhaust airstreams with a minimum efficiency rating value (MERV) of 6. https://apps.leg.wa.gov/wac/default.aspx?cite=51-51-1507 4/5 v 9/18/2019 WAC 51-51-1507: M1507.3.7.2 Ventilation duct insulation.All supply ducts in the conditioned space installed upstream of the heat exchanger shall be insulated to a minimum of R-4. M1507.3.7.3 Outdoor air inlets. Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: 1. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. 2. Where it will pick up objectionable odors, fumes or flammable vapors. 3. A hazardous or unsanitary location. 4. A room or space having any fuel-burning appliances therein. 5. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. 6. Attic, crawl spaces, or garages. M1507.4 Local exhaust. Local exhaust shall be provided in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where water vapor or cooking odor is produced. Local exhaust systems shall be designed to have the capacity to exhaust the minimum air flow rate determined in accordance with Table M1507.4. Table M1507.4 Minimum Required Local Exhaust Rates For One-and Two-Family Dwellings Area to Be Exhausted Exhaust Rates Kitchens 100 cfm intermittent or 25 cfm continuous Bathrooms-Toilet Mechanical exhaust capacity rooms of 50 cfm intermittent or Laundry rooms, 20 cfm continuous indoor swimming pools, and spas For SI: 1 cubic foot per minute=0.0004719 m3/s. M1507.4.1 Local exhaust fans. Exhaust fans providing local exhaust shall have a minimum fan flow rating not less than 50 cfm at 0.25 inches water gauge for bathrooms, laundries, or similar rooms and 100 cfm at 0.25 inches water gauge for kitchens. Manufacturers'fan flow ratings shall be determined as per HVI 916 (April 1995) or AMCA 210. EXCEPTION: Where a range hood or down draft exhaust fan is used to satisfy the local exhaust requirements for kitchens,the range hood or down draft exhaust shall not be less than 100 cfm at 0.10 inches water gauge. M1507.4.2 Local exhaust controls. Local exhaust systems shall be controlled by manual switches, dehumidistats, timers, or other approved means. Local exhaust system controls shall be readily accessible. [Statutory Authority: RCW 19.27.031 and 19.27.074. WSR 16-03-025, § 51-51-1507, filed 1/11/16, effective 7/1/16. Statutory Authority: RCW 19.27.031 and chapters 19.27 and 34.05 RCW. WSR 13-04- 068, § 51-51-1507, filed 2/1/13, effective 7/1/13. Statutory Authority: RCW 19.27.031 and 19.27.074. WSR 10-03-098, § 51-51-1507, filed 1/20/10, effective 7/1/10.] https://apps.leg.wa.gov/wacdefault.aspx?cite=51-51-1507 5/5 CITY OF . Building Division Aihi. 33325 Eighth Avenue South Fed a ra l WayFe Way, x 98835-2309 ... ..,. Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: 33‘.2 ?. 33,-d/V,5 PERMIT#: /P / o2é7 /fr,A (C / -ri7 '/ //.-& 7 3 , Z 7 lI / t i -/l0 -e, -cc-4r . , 41. 1.1G T ioH ICv f_ 0I. • ' i! 6111 ,-r ///[7-------e-,MIjr_ /37 .�o7, 3, 3 1--;_e_ 14}A>/e_-Avec c c ci.,,/, G, 7 v«7%/a. 27 r, Ya7`,_ ee, 1 ,Ie ,e__sS �a., 7 / d-eT,e r.-A-7,/.,-e- /i1 aC cr 4, __- w.°7 ( TJ/e_— /'t/S-o;, 3. 3 C/ S ' �i D4 Ge--, )4.-. // &- oft-E-/.v�4---- 4.,1- ,/c, / //4 cpF'C,'' a-7 VGt4,2 4----Ao!.! Ci 6.--en eV-00S l' ...5.44. // 4 / G'S7., ,14,--Z OQp r-4.4/ 4-7— r mac.. 7 /n5"—Pr 011 IF YOU HAVE QUESTIONS CALL ZP_es ✓ej (253) 835-a6_u WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. #b 7( ' DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of ufi- ENaNEERnvG EXODUS ENGINEERING, INC. CONSULTING ENGINEERING April 2, 2019 Exodus #17-452 Mark & Lori Stimpson 31978 36th Ave SW Federal Way, WA Subject: Storage Area At Bonus Room (Stimpson SFR) Site: 33614 33rd Place S. Federal Way, WA Mr. Stimpson, Exodus Engineering, Inc. has reviewed the photographs and sketches provided of the as framed condition of the new storage area off the bonus room. It was noted that 2x4 joists were installed at 12" on center with a 79" span. Exodus Engineering finds the existing GLB (SF1) and the existing foundation to be the controlling factor in this case and has determined that the maximum allowable load of this new attic area shall be a maximum of 10psf dead load and a 20psf live load. The joists shall be hung on either end with a minimum of a Simpson LUS24 hanger. The 2x4 ledger attached to the separation wall shall be attached to each stud with a minimum of (2) 16d nails (16" on center max). Please see the included sheets for the affected area and plan calculations. If there are any further questions or concerns, please contact me. ,11.0_,L IAA/ 41 Sincerely, OF w G4, aS 44713 Luke W. Moerke, P.E. C) GIR Exodus Engineering, Inc. EXODUS ENGINEERING, INC. 1 321 GRAND AVE. CENTRALIA, WA 99531 PHONE: (350) 345-1566 LUKEC�EXODUSENGINEER.COM Page 1 of 4 MIN (3) 2x6 @ BEARING ' 4xB DF#2 - -3 I L I I I 0- N 0) FLOOR JOISTS TO BEAR OVER t9 d WALL AND CANT. 4"± AS REQ'D (;OW ROOF) MIN (3) 2X6 @ BEARING , • 0 N ,- L N m m J -I O (7 = 11741" MFR. I-JSTS @ 16" O.C. 'Av N _ (MIN. L/480 DEFECTION) I7 x (FLOOR LOAD DESIGNED X FOR MAX 4OPSF LIVE LOAD) CI La ill HANG JSTS AS REQ'D W/ IUT f OR IUS HANGERS, TYP. 2x4 JSTS 12" O.C. MAX. L ADING: (1 0PS DEAD) (20P F LIVE) MIN (3) 2x6 @ BEARIN i 7 S) "x15" GLB (SF3) MIN (4) 2x6 MIN (4) 2x6 TRIMMERS W/ (2) TRIMMERS W/ (2) 2x6 KING STUDS 2x6 KING STUDS BONUS ROOM FLOOR FRAMING SCALE: Y4" = 1'-O" page Project:Stimpson Residence Gravity Exodus Engineering Location:SF1-Rev 04-02-2019 1321 Grand Ave Uniformly Loaded Floor Beam Centralia,WA 98531 or [2015 International Building Code(2015 NDS)] StruCalc Version 10.0.1.6 4/2/2019 5:00:33 PM 5.5 IN x 13.5 IN x 17.5 FT 24F-V4-Visually Graded Western Species-Dry Use Section Adequate By:19.4% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.49 IN U430 Dead Load 0.16 in Total Load 0.65 IN L/325 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS 9 )� Live Load 4113 lb 4113 lb Dead Load 1322 lb 1322 lb Total Load 5435 lb 5435 lb Bearing Length 1.52 in 1.52 in REAM DATA Center Span Length 17.5 ft Unbraced Length-Top 0 ft 17.5 n A Floor Duration Factor 1.00 Camber Adj.Factor 1.5 Camber Required 0.24 Notch Depth 0.00 FLOOR LOADING Side 1 Side 2 MATERIAL PROPERTIES Floor Live Load FLL= 40 psf 20 psf 24F-V4-Visually Graded Western Species Floor Dead Load FDL= 10 psf 10 psf Base Value A�lusted Floor Tributary Width FTW= 10 ft 3.5 ft Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 1850 psi Fb'= 2399 psi Wall Load WALL= 0 plf Cd=1.00 Cv=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi BEAM LOADING Cd=1.00 Beam Total Live Load: wL= 470 plf Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Beam Total Dead Load: wD= 135 plf Comp.-1to Grain: Fc---= 650 psi Fc- -'= 650 psi Beam Self Weight: BSW= 16 plf Total Maximum Load: wT= 621 plf Controlling Moment: 23776 ft-lb 8.75 ft from left support Created by combining all dead and live loads. Controlling Shear: -4782 lb At a distanced from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 118.95 in3 167.06 in3 Area(Shear): 27.07 in2 74.25 in2 Moment of Inertia(deflection): 944.44 in4 1127.67 in4 Moment: 23776 ft-lb 33392 ft-lb Shear. -4782 lb 13118 lb NOTES Page 3 of 4 • Project:Stimpson Residence Gravity Exodus Engineering page Location:Attic Floor 1321 Grand Ave / Floor Joist Centralia,WA 98531 of [2015 International Building Code(2015 NDS)] StruCalc Version 10.0.1.6 4/2/2019 5:00:45 PM 1.51Nx3.51Nx6.75 FT @ 12 0.C. #2-Douglas-Fir-Larch-Dry Use Section Adequate By:37.7% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.11 IN U744 Dead Load 0.05 in Total Load 0.16 IN U496 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 REACTIONS A j3 Live Load 68 lb 68 lb Dead Load 34 lb 34 lb Total Load 102 lb 102 lb Bearing Length 0.11 in 0.11 in SUPPORT LOADS 9 )� Live Load 68 plf 68 plf • Dead Load 34 plf 34 plfA 8.75 K B Total Load 102 plf 102 plf MATERIAL PROPERTIES #2-Douglas-Fir-Larch JOIST DATA Center ease Values Adiusted Span Length 6.75 ft Bending Stress: Fb= 900 psi Fb'= 1553 psi Unbraced Length-Top 0 ft Cd=1.00 CF=1.50 Cr-1.15 Unbraced Length-Bottom 0 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Floor sheathing applied to top of joists-top of joists fully braced. Cd=1.00 Floor Duration Factor 1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.--to Grain: Fc-1= 625 psi Fc- = 625 psi JOIST LOADING Uniform Floor Loading Center Controlling Moment: 171 ft-lb Live Load LL= 20 psf 3.38 Ft from left support of span 2(Center Span) Dead Load DL= 10 psf Created by combining all dead loads and live loads on span(s)2 Total Load TL= 30 psf Controlling Shear: -93 lb TL Adj.For Joist Spacing wT= 30 plf At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus: 1.32 in3 3.06 in3 Area(Shear): 0.78 in2 5.25 in2 Moment of Inertia(deflection): 3.89 in4 5.36 in4 Moment: 171 ft-lb 396 ft-lb Shear: -93 lb 630 lb NOTES Page 4 of 4 1. • EXODUS ENGINEERING, INC. CONSULTING ENGINEERING March 28, 2019 Exodus #17-452 Mark & Lori Stimpson 31978 36th Ave SW Federal Way, WA Subject: Entry Roof Framing Modifications (Stimpson SFR) Site: 33614 33rd Place S. Federal Way, WA Mr. Stimpson, Exodus Engineering, Inc. has reviewed the photographs provided of the as framed condition at the entry roof framing on the above noted plan. It was noted that the specified 6x6 column was not installed and a 3-ply 2x6 with %" shim was installed. Based on the required bearing at these locations the new column is adequate to support the loads at this area. It was also observed that beam "R12" was not hung from beam "R13" and rather was held higher and posted down to "R13". The light gauge strapping added to these connections is not adequate and additional column cap hardware shall be installed from the new column to existing framing members as shown in the included sketch. If there are any further questions or concerns, please contact me. 4,0,LIA4.1 Sincerely, r , & w %, 4, cod 1 / 44713 %:GtSIE Y w�V Luke W. Moerke, P.E. OVALE Exodus Engineering, Inc. EXODUS ENGINEERING, INC. 1 321 GRAND AVE. CENTRALIA, WA 98531 PHONE: (360) 345-1566 LUKE(EEXODLiSENDINEER.DOM _..„._„ .... -„,. . 5.' . L... . i , , .......,......__.__ ,, ... - . ,........„. it , ..,:' .,.. .......,r_ , ,,. - • . I...•,.., , . ..: ., . . , . ..,.._ .. ..., 1311.1 . .... 4 ...I- , .. . .. . . . . ... , , . .. ,.. . . , . .. . 1 I ,.. ,,I. t'•'i i •,., I ' Iii : 1 , - - -...:;$;.• . , I., ., „`„-.•./., ,•1 ,., ,. I ..„,..„ ' - ':atit1.1\ ' i '''''.' '• . ,-,,'''17,,l',.,-`. I , ,..... • . -'• 1 '' ' :,' . . { I i 1 , ,.. 1 i .. , . . . . , - _ ; , .' - - lkilf . N I ' . . . . .1. , I I /. . .1 1 . .„ . .; , .e '1 '-''''''.,-TP''7:0'"kft : .12.' ' . •'rt i : i''.4'1 ' I- ; ...........4 „..,....:_. t ... (7 --- 1 .. . . , . .....,,-.? -:•r•, ‘r I. ' -• '. -i. . - ' MO-139 1\11Ni-1-103 ,.... _ .. ,... --__. A-Id-E MIN 01 lAl V3 El lAl 0 el A'1. --'.i. .., _ .:... .1' ..,., 23V -1-1V_LEN I . , k - . ,.. ,_ .. IIIIIIIIII *A8V NI/VI-1-103 01 lA1V8 1A102:1_d 3V -- -- 3 2 ...,... . , ,. ,....., 0 3_Le1 A N I -I-1V_LS N I 1 . - • , . ......., . .. .', .. . 14 . , , ,..,_., . . ....... .., --, .„ MO-138 NNE!-103 __.----------- 01 lA1V39 V\10el_d .... .,„ 1: ., . . ....„,..., . .f.• , \ : t. 7 3 3 7, 1--I V_L S N I ik. I - :' 4441"' '...sw,,,H .. . . _ --,..-.. -1,',.-.i'..-.,-'-'1'.'"'.1.!:.*,.,.A,.^t:•i:•-'e:;V.'..'0I''-s''.'r'!.:7-.:",,.'."4.<f,.d.,:,-i,,-,,',':,7:"4:-:....":.7:",4:0'r*,;.'',)*'r:i't-'.F-"C-:'4..',''-.",;,.1,,r'o....':r,'--:,.A,.',`'..-",,,,,:,.'-:,',;'7-_,.','.::',"W„..,,4c's-.4.:L..:X".,2:,.•...r-..,,i•'‘,,,::,..,:. ..;,.,•,,:.lS?4=.e,;c',e.--.„'.-0,,:,.‘....4:44!1,.'1.,4.,,,- ,1.....',4-. .„, .+' I * ? . .,....,: , •4106, CITY OF Building Division Fede ra I Wa..A ,.. Federal Way,WA 98003-6325 Phone y33325 Eicjhth Avenue South 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: 3%27 33r01 P/ i PERMIT#: /1?-/00 76/" 00 L� t/0 0 °� - r rA,' n%if �/ &ri C. B04u OO /1;0'47 f- /-4,1-- 1----- A ,/ / Rs-02, 1 /her Jt",cri 7 /11.e j', 4 /7 L ',tiedi 6�/ . - i. `.. _ •.... - k -_ ,, -G. f6 i C-- /(e) AD /Pro tl4f/orif ...re. •2 X rJ°' '- 2) /01 r - /4 r- t'-'-- l,,-e / 4oTj4 f1fi ) K 1 /rl,)rc' (IA 11/e. . o// /D s !ti 'G' .e,Xt7e, l0/ tat//s age; /Iid L (.t/10r 0/ 6Aea, G Ate?d fi90,10.s Aar; 71'6,47 G .c0� .4.1 / dV gt tefre' D,4 IF YOU HAVE QUESTIONS CALL .5C0 7r- (253) 835- .7‘33 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. 4,7.i. i? Ze40/W j___ DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of . CITY OF BVilding Division ` 3:;325 Eighth Avenue South Ahhb, . Federal iIayinion Phone 253-835-2607 'rax 253-835-2609 CORRECTION NOTICE ADDRESS: 33(2`7 33, j 1 / S PERMIT#: a-"1.0710/" d D / r- C, /0 6 . 'Y - tork 114/( m4 rix e .roti- -d P/4-.5 elr6,-,/ p„,,,PrLoxd f To rk T-e._ if Ay f;,11 K,�7 5r44.d 4,1 &i 4 13earn3 ref144,5* - . H ac / /A !G ,f s L rs, . / r42 /J /d /e dee- „ • , i 'An die Hyc Q rhjrs,,,,, ft, do�ti," $ l - Y �T.t;:, e Q sY9 7 /6/z 6-LB 0q 3) 77 iV k 7o ins Albite ), r /tuv€ Pr44 wX w--e- 4 ce e S s if 0.4.424d tom re. ;As/p,ec7;i. ? IF YOU HAVE QUESTIONS CALL 5C0ff (253) 835-.2033 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. 3 -21 - il Gero-ti6r DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of 41Lig P �x/ ENGINEERING EXODUS ENGINEERING, INC. CONSULTING ENGINEERING March 20, 2019 Exodus #17-452 Mark & Lori Stimpson 31978 36th Ave SW Federal Way, WA Subject: Ridge Beam Bearing Conditions (Stimpson SFR) Site: 33614 33rd Place S. Federal Way, WA Mr. Stimpson, Exodus Engineering, Inc. has reviewed the photographs provided of the bearing conditions of the 5-1/2"x15" glu-lam ridge beam over the bonus room at the above noted site. It was determined that the specified ACE/EPC hardware was not installed as specified on the plan. The ridge beam was pocketed into the exterior walls similar to detail 2/S-1 with a 2x stud bracing the side of the column. In addition, an A35 was added to attach the ridge beam to bearing column. Exodus Engineering finds this modification to be acceptable. However, where the ridge beam bears over beam "R16" on sheet S-5, the inverted AC/PC was not installed. We are requiring that (1) Simpson LTP4 is installed from the bearing column to beam "R16". If there are any further questions or concerns, please contact me. Sincerely, 40,1,IAA! `l! 0 df WAS44 • i r-r. Luke W. Moerke, P.E. 44,0. ,p� r�us���3,,��qq Exodus Engineering, Inc. 4/oN� �,�G� EXODUS ENGINEERING, INC. 1 321 GRAND AVE. CENTRALIA, WA 98531 PHONE: (360) 345-1566 LUKE(DEXODUSENGINEER.COM • ' --=•"" TSE Engineering Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Re: SB701029AR Woodinville, WA 98072 Evergreen Lumber,LLC 425.481.6601 The truss drawing(s)referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company (Sumner). Pages or sheets covered by this seal: I12692168 thruI12692168 My license renewal date for the state of Washington is August 20, 2020. SL' NU1� Di . SSI' �vnsh�y` w o 19969 March 15,2019 Terry Powell The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPN 1. ' IJob Truss Truss Type Qty Ply Evergreen Lumber,LLC • 112692168 SB701029AR 1 CO2 GABLE 3 1 • Job Reference(optional) ' Truss Co, Sumner,WA • 8.240 s Dec 6 2018 MiTek Industries,Inc.Thu Mar 14 20:59:56 2019 Page 1 I D:jzISbIOAM 1 t2 WdB6gCAON LzGbt4-u4zRYtzXVTlkJnbkL5_006msd BPYUakQn2zgTrzav5X -2-0-0 5-1_10 — 11-6-7 17-11-4 24-4-1 30-8-15 37-8-4 39-6-4 2-0-0 5-1-10 - -- 6-4-13 6-4-13 i 6-4-13 6-4-13 6-11-5 2-0-0 Scale=1:68.4 5x6 = 6.00 112 6 i„f 1 4x4 22 4x4 5 21 7 3x6----- i 4'; N 5x8 ! 4 s \\Nipp„3x6 1.5x4 //o �' W6 ,I 3 W5 W7 9 W2 r. Al. 4 3x4 11 if 2 9 e. 1 M 10 U Bt n 1 6 a *za 1, ra B3 11 Iv 17 16 23 15 24 14 25 13 26 12 4x6= 3x4 = 4x8 = 3x8 = 4x8 = 3x4= 3x8 = 0-878 8-4-0 19-10-4 i 17-11-4 I 27-6-8 I 37-8-4 I 0-3-8 8-0-8 1-6-4 8-1-0 9-7-4 10-1-12 Plate Offsets(X.Y)— [6:0-3-1.Edge].j10:0-8-4,0-0-10],[17:0-2-14,0-1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 j TC 0.91 Vert(LL) -0.37 12-14 >999 360 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -0.55 12-14 >818 240 TCDL 8.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.13 10 n/a n/a BCLL 0.0 * Code IRC2015/TPI2014 Matrix-MSH Weight:166 lb FT=20% BCDL 7.0 L LUMBER- BRACING- TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 HF No.2*Except* 2-2-0 oc bracing:12-14. W9,W2,W3:2x4 HF Stud WEBS 1 Row at midpt 5-14,7-14,3-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1662/0-5-8 (min.0-2-12),10=1665/0-5-8 (min.0-2-12) Max Horz 17=-131(LC 15) Max Uplift 17=-117(LC 10),10=-112(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2179/123,4-5=-2090/141,5-21=-1735/115,6-21=-1720/142,6-22=-1631/133, 7-22=-1734/108,7-8=-2398/137,8-9=-2571/112,9-10=-2881/153,2-17=-363/85 BOT CHORD 16-17=-163/1858,16-23=-81/1816,15-23=-81/1816,15-24=-81/1816,14-24=-81/1816, 14-25=0/2000,13-25=0/2000,13-26=0/2000,12-26=0/2000,10-12=-50/2503 WEBS 5-14=-6451170,6-14=-39/1122,7-14=-890/135,7-12=-28/520,9-12=-418/147, 3-17=-2176/105,5-16=-4/251 NOTES- (11) 1)Wind:ASCE 7-10;Vult=110mph(3-second gust)Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ' 4)Unbalanced snow loads have been considered for this design. L, NU, 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs !� non-concurrent with other live loads. 6)50.OIb AC unit load placed on the top chord,24-1-1 from left end,supported at two points,0-0-0 apart. '41`, �� j 1f 7)Gable studs spaced at 2-0-0 oc. tL A. }(`. es 1 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. v1 ,.,; r t 9)*This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . b '' •• will fit between the bottom chord and any other members,with BCDL=7.Opsf. � 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 17 and 112 lb uplift .0 0 at joint 10. 19969 11) All dimensions given in feet-inches-sixteenths(FFIISS)format. IP R4N.ra1/i' IPG LOAD CASE(S) Standard sl°NAL V) March 15,2019 A WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MTI-7473 BEFORE USE. Design valid for use only with MiTek connectors,This design is based only upon parameters shown,and is for an individual building component, Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity 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 ANSIITPII Quality Criteria,DSB-89 and BCSI1 Building Component a7.. Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. theTRUSSco.INC. � Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 144" Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury . IN= Dimensions are in ft-in-sixteenths. I (Drawings not to scale) rimApply plates t0 both Sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI1. 0'116 1 2. Truss bracing must be designed by an engineer.For 2 3 wide truss spacing,individual lateral braces themselves TOPCHORDS may require bracing,or alternative T,I,or Eliminator bracing should be considered. 111_� 4 3. Never exceed the design loading shown and never im stack materials on inadequately braced trusses. Il O 4. Provide copies of this truss design to the building For 4 x 2 Orientation,locate �� designer,erection supervisor,property owner and plates 0- 'hs"from outside U all other interested parties. edge of truss. F— C7-8 ce C5-6O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 4 x 4 width measured perpendicular NUMBERS/LETTERS. 10.Camber is a non-structural consideration and is the responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ,it Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. I Indicates location where bearings SU OrtS occur.ioons varybut 16.Do not cut or alter truss member or plate without prior ■=■ reac(supports) section indicates joint ©2006 MiTek®All Rights Reserved approval of an engineer. — number where bearings occur. 17.Install and load vertically unless indicated otherwise. ► 18.Use of green or treated lumber may pose unacceptable -� environmental,health or performance risks.Consult with ' - Industry Standards: project engineer before use. ANSI/TP[1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone 4111 DSB-89: Design Standard for Bracing. is not sufficient. ' -. BCSI1: Building Component Safety Information, 20.Design assumes manufacture in accordance with • Guide to Good Practice for Handling, theTRUSSCo. INC. ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate . • Connected Wood Trusses. CITY OF Building Division 33325 Eibhtt1 Avenue South v. ,,,... Fed a ra i \IIay Phone 253 835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: 33Ce2 9 33cA PL s . PERMIT#: )g---1667(d - -T-",e. C /OG • (4 - 1,0oC\c 1-10.11 n4c,+c L. e{pPcoveA p/4e75 i P k uss bre.c., r1455 (-),n 5n1) Cd ) ) Co 2 6 J CO e--/ 1 L �5t c blocks ► ss /t V- T r\sk. ► (;e --k-c- ss ,k,p1/ A- e-P c p)4 A E 0 2. ) (O ) C o 2. ,( A-C E./ Ek)' ;S5 . 2 p ISL-e3 ; n Jof)LAS tQn 4') , ?6,,e1--\- )o 5-1.35 r+1;55 i rij i n (aG C 4.07.e._ )L7 Z -,1-Na,C_ (a0 2 i(st — 49 k- 5.fiQ'� -cc,P $'P .,i cec\. wlten ,MoC- 4n 5O % c qk -e Ac ;ll€d ©e\ S — uv He \ Z/ I Tec_ So 2 , 3. 1 - 1, Ak-4-x.1 l e- sPcGe_ 51 i 1) QX/ w► ,1i 41(4w1 Jo1SA- 5 2e_ - 1%)ti") acs t 62int5 oo,nn a Q30 ref‘.k `e.c ,RL (0O2 , .S. 2 - 7.F3 ) p)41-1.5 l,) 11 oyes'[4f, — yv1t.GkAn; r�iIII Skin 1 IF YOU HAVE QUESTIONS CALL Ad/ (253) 835- 2(.31' WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. 3 ) lq ) , 4) DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of Va,cA--- i4S • More- coccec-t-i34$ M \l co I1ow CITY OF . Building Division ' 33325 Eighth Avenue South Federal WayFederal Way,WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: 33 ‘2 331d p , PERMIT#: 11"/°07‘/ Dc7 3) fire- ph lar Lex / t (i rows,[Y G 4;417S IGi c dr) fir - i foge/ j 47 c4,4Irt.4ys R1 46 02. X7�cm S� IF YOU HAVE QUESTIONS CALL SGer (253) 835- $ 33 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. 3 - / 7 Z.go,ivcL DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of • 41/4:. CITY OF . Building Division 33325 Eighth Avenue'South Federal JrlJayrFederal Way,WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: 336241 .3Jrlt r/i PERMIT#: 0.'10°74( Dv Mop 4130W* 3 - // 2 R 4 e 3-- p/a<z Aec km( Liet IF YOU HAVE QUESTIONS CALL CGotr. (253) 835- 2 633 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. �>ccypt,�� DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of • • • • •CITY OF Building Division 33325 Eighth Avenue South Fed a ra I WayFederal Way,WA 48003-6325 Phone 253-835-2607 Fax 253-835,2609 CORRECTION NOTICE ADDRESS: 33(19 24 33c-� QL S . PERMIT#: I — /0 ° 76 I An 1305/-• 1 . 3 `Tc1..55e 5 Sc..,tc2edc-k f\c rel.(r Lank2I,A51-A1 @4-,;,9 -eA -+D Ao So , -- Pccs,; e -fi"r,.`S5 �c-fuc� r- pfovo. 4,kv..J Me )OAd5 a+ r'aw%.e ,-,S? - IF YOU HAVE QUESTIONS CALL AJ1 (253) 835- 2-62- 3 9 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. 31q iqd DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of • • 'CITY OF Building Division • 33325 Eighth Avenue-South 011 . Fed a ra I Way Fede'ral Way, 'VA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: )3t2 q 33rd /�'. PERMIT#: /C9° ' ("49 Afc, firm; 1- dni R- R �a(.l7 7 ass v f Cvivt.(-ai . y-2 7, /0, Q, 1./ a7, /a2, 3 4-` d 4'719/1/ 411 -f14-G 4,-� JnST/4 1/647-e5 f 6e #) noT 0,4 re.s r Gay/7 G/, / 9/z '4-ttt.-;a r s t4. 14)4( e.,/ted phi/1 IF YOU HAVE QUESTIONS CALL (253) 835-0,4,3_1 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. �2( /?' /49/ -C/ DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of , "CITY OF < .',boon[?vision 'Federal 1/Vay Phone 2 3 835 2607 Faxx/253 3-835 835 1609 W CORRECTION NOTICE ADDRESS: PERMIT#: r Li 2 7 j: • 4/ ` Edi;'-77 ,1 • IF YOU HAVE QUESTIONS CALL (253) 835- . WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. .•"1 DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of •CITY OF Building Division • 33325 Eighth Avenue South Federal WayFederal Way,WA 98003-6315 Phone 253-835-2607 Fax 253-835,2609 CORRECTION NOTICE 9.9 ADDRESS: 33(21 3�cA L S . PERMIT#: ) — /0 0 '7 L L--TT G1n5 1,1,1i s 5 P ✓1 n (}P y7ci a'�_S o/\ .Sl.J 5C_1�e c(�12 1 f, ✓Inn opdr;n vtn,"5 Pte- ✓1� Z, O S e +0 i e c- -enkc ,/ ,,oar/ vc)--- 60,11-eA 1. e k- '� 5-1(Ca cfl 5W 1.,)\,)2C e. baceA /vise_ ✓ 5 5 Z, + o�s� (1- 54-t(- sv\ow.e,i. — (A) e_c_K ‘F-4-61vAsve-- ri_s • 0.,,d IF YOU HAVE QUESTIONS CALL / (253) 835- 2-6.3 7 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 65-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. al k ( DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of i 41/4 CITY OF Building Division 40„ ,,,. . , . r Federal l! Ia , 3332607hF Avenue South Federal Way,WA '98003-6325 Phone 253 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: 33/ 29 3.34 c){ S - PERMIT#: / R-MO 7& ��ilI-e-I-e._ I)l oe-k;7 a. I I,v p r4e-moi 15 `-ii 7/ ?/ S / i 1 / / IF YOU HAVE QUESTIONS CALL 4d7 (253) 835- 2_63 9 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. /2 ci1s KJ DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of RECEIVED .,.. ...40,,A. CITY OF FEB 2 0 2018 PERMIT APPLICATION Federal WayCITY OF FEDERAL WAY PERMIT CENTER+33325 8th Avenue South+Federal Way,WA 98003-6325 253-835-2607+FAX 253-835-2609+permitcentercityoffederalway.com COMMUNITY DEVELOPMENT PERMIT NUMBER I - ' O O _ TARGET DATE 3[I Z0 i i V SITE ADDRESS SUITE/UNIT# 336 a 9 331=4 P6. S� Ved� USA NP PROJECT VALUATION ZONING ASSESSOR'S TAR/PARCEL $ N/A q- —7 2 L 2 a - 0 D . TYPE OF PERMIT BUILDING LUMBING .MECHANICAL 0 DEMOLITION 0 ENGINEERING El FIRE PREVENTION NAME OF PROJECT S-T-t -t3 jam, ) E PROJECT DESCRIPTION � 7� Detailed description of work to ,,)FAA) wQ FYV1eci Sf'vi5l,C. Q tCel C (✓4Ce__) be included on this permit only NAME^ n�� 1 PRIMARY PHONE ,,`Ct I -4 LAD 1 kho( OY1 2_0(0-251/0-lo -18 PROPERTY OWNER MAILING ADDRESS E-MAIL 3(g7 3ot i-Ate SW � ,�wlea5-FirT @ ee to wail IW' 1► �Vi1E1 /: r cope. NAME PHONE Tri inv_k.CS3hVVIZS 'x26-567- 95 00 MAILING DRES CONTRACTOR MQY�-7 WnMAILsm l Carne .FAX cp mCVI(1eWA ZIPS 81)47.2.. - c9I- 00o0 WA STATE CONTRACTOR'S LICENSE S EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE N Ter2R rC D ILOzz. 5 /2M /19 Ito — /03348 NAME PRIMARY3oi 1 D R I E.0.EZ— PHONE27/ S5OL APPLICANT MAILI G ADDRESS E-MAIL ,0515' /L7p' h .,.,� S,v�I 1 Sohn re�VJD-W�? , , CI i STATE ill . _ TAME_ PRIMARY PHONE. _ _ PROJECT CONTACT _Afel—fCf��. IS 6Q/ `/3 _ MAIL(The individual to receive and '"�"�Dnpca _ E-MAIL. respond to all correspondence _ _i ' concerning this application) #%TY. . I STATE I ZIPS. _ Fiv - ' - - tS ) PROJECT FINANCING asevy'3', `„ pia)n 0 OWNER-FINANCED When value 19.27 095) more MING.V0 AD:i�5,CI 1.cl ul-'ZIP Y''1M a k1�. Vuha,l�, -WAV f„ X300—2 72�- 9'33 3 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 ity as a rt of this application. 1 SIGNATURE: ,...5 ° \\ DATE L-./ 1 /2.012 PRINT NAME: M vv12 ST P - Bulletin#100-January 29,2016 Page 1 of 2 k:\Handouts\Permit Application = SIT(M Q k•6( DL=,N = C W+2:1 VALUE OF MECHANICAL ORK MECHANICAL PERMIT $ 10 00 f\ (J Indicate how many of each type of fixture to be installed or relocated as art of this project.Do not include existing fixtures to remain. f AIR HANDLING UNITS j FANS GAS PIPE OUTLETS OTHER(Describe) I AIR CONDITIONER 2 FIREPLACE INSERTS HOODS(commer64 BOILERS i FURNACES I HOT WATER TANKS(Gas) COMPRESSORS Z GAS WG SETS REFRIGERATION SYST j DUCTING L GAS PIPING WOODSTOVES VAL yEADF PLUMBING PLUMBING PERMIT $ �O Indicate how many of each type of fixture to be installed or relocated as part of this project.Do not include e /"xisting fixtures to remain. BATHTUBS(or Tub/Shower Combo) 4 LAYS(Hand Sinks) 3 TOILETS / WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe) -] DRAINS 1 SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS 2 SINKS(Kitchen/Ucaity( WATER HEATERS(Electric) .2 HOSE BIBBS SUMPS j ' WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS EXISTIN /PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION LV�R��P.�14 SYSTEM? �y�W/, `l IC 1 n� [�C ^_ ❑Yes No ❑Yes X No I.i RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE 4 „, FQ � sate'-''..44::0,:„.., Gaa k .Y R a, k K teic .',t x gItn. . 0 -4.,'D'-',.'”`. � ' ^tzt:.,,- tt w; .wx, .., : FIRST FLOOR(or Mobile Home) 0 O(P 3 04,2 . ,:-.,,,,,,,-.<.. ,,,,,,,:..,, >- 373-7 It �.:; , N TT S t . GF) . M �wr p . ,, Tt t Fi-.,-4,4 c,,..,w, ,sR=,, 4 --c. ', r, t7i.pi.. ,, � +5 , it . ,,, :s, x,,,, ._... .._.......................... COVERED ENTRY O 8 Y 5 Y+y^ i. a. € y�. GARAGE RPORT ❑ 0r�' Lc :- ' t. a„p. t n .'.vim. . 4 . a see -_ 14 :. '........._..............._.._.._.....___..__...._..__ =MI Area Totals D „G 4.51'71,0 '11`.,;-,'' , '.,,, X`:- 3 A 4 t M C is a u ESTIMATED SELLING PRICE$ (00(2)6‘..e1.).-- #OF BEDROOMS 3 COMMERCIAL—NEW/ADDITION AREA DESCRIPTION Area is Occupancy Group(s) Construction # of I Additional Information Square Feet a Stories r ' 'amv �" sw � Pfl _ �pmt kvk+M �� r 44qy b 7"& z trt, F r Pi & 404 R, Fx : v , G ,Ni, . U ' '0,gk a k #47,4Pati:4 75';;A4,% h ADDITION COMMERCIAL—REMODEL/TENANT IMPROVEMENTS Area in Construction #of AREA DESCRIPTION Occupancy Group(s) Additional Information Square Feet •.� Type ;,. Stories > 4,500t), ,`'''' � y 3N. ',,47 b^m '! 1.% tl * k Y ' b,, A . - k 7. ,y . a h ^if f ' t ,A*. - 1,4 rF ` ,4 1 ,44. * "�, 14,4 , Tr4k j .1tt, .' P4 "'> ".,:; ' .3s . 4ts < wty. ., _ a " A.k � .* ,:i itig: ' M4 .ate' , .^ ` TENANT AREA ONLY arsa a "ue lrv,* C Y r a ai ;; f fte".. u t F �:•• }"3' •"Siiti-4*- 41 s, r' a., .,.�""'. ..�d5�.x ms ..;...bA&+...,.o n.. l .�9 �`�`,t„'`54..�»` �wY1=i *.Sfi„ `. . .. uu�'i�,�,i..�.. %, r::,..... r -.Vim-,:`^_. mss. ... ... ,... Bulletin#100—January 29,2016 Page 2 of 2 k:\Handouts\Permit Application RECEIVED Lakebaven FEB 2 0 2018 WATER&SEWER DiSTRICT CITY OF FEDERAL WAY mum DEVELOPMENT rm Lakehaven Water&Sewer District- Development Engineering Section 31623 - 1st Ave S * PO Box 4249 t 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, sewer service based upon capacity 8/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: Il Building Permit-SFR 0 Building Permit-MFR ID Building Permit-Other ❑Subdivision 0 Short Subdivision ❑Binding Site Plan ❑ Rezone 0 Boundary Line Adjustment ❑ Other(specify/describe) Tax Parcel Number(s): 7261200035 Site Address:.33641 -33rd Pi S Lakehaven GIS Grid: M-11 Ex. Bldg.Area to Remain: N/A sf New Bldg.Area Proposed:413ff sf Applicant's Name: Mark Stimpson 41.5"k o SEWER SYSTEM INFORMATION riA A t 1. IN Sewer service can be provided by service connection to an existing 3'•diameter sewer main that is approximately 10+./-feet from the site and the sewer system has the capacity to serve the proposed land use. 2. 0 Sewer service for the site will require an improvement to Lakehaven's sanitary sewer system of: ❑ a. feet of "diameter sewer main or trunk to reach the site; and/or ❑ b. The construction of a sanitary sewer collection system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or constructed;and/or ❑ d. Other(describe): 3. Eg a. The existing sewer system is in conformance with Lakehaven's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not in conformance with Lakehaven's.Comprehensive Wastewater 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 proposed site land use is within the corporate limits of Lakehaven Water&Sewer District, or has been granted Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. 5. Sewer service is subject to: El a. Payment of connection charges(to be determined by Lakehaven); ❑ b. Proof or reservation of easement(s)as required by Lakehaven; • c. Other: Sewer Service Connection Permit required. Private Pump Station Agreement required. Comments/special conditions: I hereby certify that the above sewer 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: Date: l Sig z/ /I PERMIT #: 18-100761-00-5F ADDRESS: 33629 33rd Place S PROJECT: New Sin9Ie Farnily STIMPSON DATE: 2/20/18 Stimpson swr 7261200035.docx(Form Update 1/3/17) _ 1 of 2 '''.;:i..,.';',.' '''...;;:01'. r a * . ' 1711385 Z t P " YA' -�.s1�.1 S i 43 }. rf/ ' r h .., � 7261200005` r*r }-0��# `t .1 33603 . , r rr , . e .r 61200015 'r' 33619 , •r R' L , I- ,, i R 7261200035 33641 r. . •, , ' 7261200105 3405 7261200051 . , r 7261200,..1 3361 .r r. OTE: Lakebaven water and Sewer Sewer Certificate ofAvailabiliV 14 District neither warrants nor gua Parcel 7261200035 the accuracy of any facility inforImlon provided.Facility locations and conlltiau eleilo l el are subject tofleId verification. Feet 2/10/2017 BIA Stimpson swr. 7261200035.docx(Form Update 1/3/17) Page 2 of 2 RECEIVED t‘ takehaven FEBEmn ,j WATER&SEWER DISTRICT Z 2018 COMMUNfTyDEy DEVELOPMENT ■■_ r. Lakehaven Water&Sewer District— DevelopmentEngineering 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 8/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 8for supply limitations in Lalcehaven's or Other Purveyor's system facilities. • Proposed Land Use: ®Building Permit-SFR 0 Building Permit-MFR 0 Building Permit-Other 0 Subdivision 0 Short Subdivision 0 Binding Site Plan ❑ Rezone 0 Boundary Line Adjustment ❑ Other(specify/describe) Tax Parcel Number(s): 7261200035 Site Address: 33641-33rd P1 S Lakehaven GIS Grid: M-11. Ex. Bldg.Area to Remain: N/A sf New Bldg.Area Proposed:,3-37#sf • Applicant's Name: Mark Stimpson t56° WATER SYSTEM INFORMATION Sat °f Wig 1. 1531 Water service can be provided by service connection to an existing t2"-diameter water main that is approximately feet from the site. 2. 0 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 fl ❑ 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. Ei 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. El 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. 5. Water service is subject to: Ig a. Payment of connection charges(to be determined by Lakehaven); ❑ b. Proof or reservation of easement(s)as required by Lakehaven; c. Other: Water Service Connection application required. Comments/special conditions: Service pressure greater than 80 psi potentially-indicated,Pressure Reducing Valve may be indicated, contact local building official for requirements&foradditional information. The nearest fire hydrant is approximately 210+/-feet from the Property(as marked on map on the back of this page). System hydraulic model results (FF #90.1), 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 4.200 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. jl 578 Pressure Zone Est. Meter Elevation-GIS: 404+/- Est. Pressure Range at Meter(psi): Min. 72, Max. 81 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 '1. Signature: t �-^ Date: z/6/f8 PERMIT#: 18-100761-00-5F Stimpson wtr 7261200035.docx(Form Update 1/ ADDRESS: 33629 33rd Place S Page 1 of 2 PROJECT: New Single Farmlily STIMPSON DATE: 2/20/18 • • 6143606385 • Y , • • •. a. i #�" j 33485 k sc71• 126/200005 "� 33603 N. •,,,4 • • 1 61200015 33619 Fac. Hydrant • • 7261206036 33641 • 7261200105 7261200051 3405 7261 , id 01T: laketiaven war and Sewer Water Cerfficate a/Availabilityr Matelot refiner monads nor quaPa met 7261200035 the acarEaay c�F' atn facial Info. prodded.Fact and 8t3 ffieaubjecttoanldererif ffilon. • . 2/10/2017 BIA J • Stimpson wtr 7261200035.docx(Form Update 1/3/17) Page 2 of 2 LAA HAVEN UTILITY DISTRICT Hydraulic Model Fire Flow Estimate Request/Reporting Form • Requested By: Date: • IRB 11/3/1998 Location to be Modeled: S 334th St&38th Ave S Lakehaven'/.,Section Grid: M-10 hrtersection. S 334th St&38th Ave S Add.Description: See attached map Pressure Zone: 578 Results By: Date: Model Run No.: JCB (form update by BIA) 11/9/1998(3/28/2013) Master Water System Model 2007.net • FF#90.1 • Condition Pressure(psi) Flow(gpm) Static 79 0 Fire Flow 20 5500 NO 1ES: 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 4200 gpm. Fire flow capacities greater than 4200 gpm may be accommodated through water system improvements. Form Rev.5/30/08 • . . • ';.3 ---,1 i., I)4 oi3? 24 4 I • • ,----T-••------ —______._________________ 25 I I 1.03. -. ---. 26 I' I • •-. , .. :.___,__--- -• • —..22: — ...1 102 cp..).9 .\\ 4,.-1•-• 71,-.1.2"0E0IICER - 114 . . 35 a.t. • lot c,o,s, ) 32 ..1 I• • ,..-t1.1.] Cy Ir. sa,„),VELL fi 1 D CONNECTION cig aa''"-----_ ------- .-._........ 1 I 1 / 99 I I \44 . s„ „gio co..., 3., -----_____ 1 . r -----..„.„.......... n 04P 1 1 -13 \ 35 \ ---.-............................. 14_, I • 98 I I C36 \. .a ,v,(i ' I LOT X I $ 97 . S) _ 7 t1 9\ s •.-\5P ..'C' :. 'l? ! _ ______ LOT A _ a sr-ii .... • .V.:, '. e't 0 95 • '\ . 115 LOT B cPc. . \ ------..--:--T- . _---- I I •Z1 . I 'z''• I • —-I-1 ST.i., . - - 93 • • 56 SI BB 89. 90 • 91 'IN osilD . . 1 . c. I .., 1 LOT t I 116 I I .0T 2 i I I . 30 .70,... I 1. 5. 336TH ST. if • ____--.=--->>, ..,..c—____. . ,..--.. • 0 ---t lifts wq•c•• AVAliALILE I FOR Pl.)041 I. 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