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17-101911. N, Building - Single Family City ofFedy Permit #:17-101911-00-SF Community Developmenlopment Dept. 33325 8th Ave S Federal Way, WA 98003 Inspection Request Line: (253) 835-3030 Ph: (253) 83x2607 Fax: (253) 835-2609 Project Name: MOORE Project Address: 29713 24TH AVE S Parcel Number: 941480 0150 Project Description: NEW - Construction of a 2-story, 2,068 square foot single family residence with a 186 square foot covered entry, a 526 square foot attached garage, including plumbing and mechanical. *** 4 bedrooms; $290,000 estimated selling price*** Census Category: 101- New Single Family House Includes: Owner Applicant Contractor Lender Type V - B TRIPLE STAR PROPERTY LLC PAUL M MOORE OWNER IS CONTRACTOR OWNER IS LENDER Basic Plan?........................................................... PO BOX 327 718 S 50TH ST Type V - B New / Additional Sq. Feet - Deck .......................... 0 KENT, WA 98035 RENTON WA 98055 Mechanical to be Included?..................................... Yes Census Category: 101- New Single Family House Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction T Type V - B Occupancy Load: 0 Floor Area (sq. ft.) 0.00 Additional Permit Information New / Additional Sq. Feet -1st Floor ..................... 936 New / Additional Sq. Feet - 2nd Floor.................... 1132 New / Additional Sq. Feet - 3rd Floor.................... . 0 Occupancy #I - Area (Sq. Feet).............................. 0 New / Additional Sq. Feet - Basement .................... 0 Basic Plan?........................................................... No Occupancy #1 - Construction Type ......................... Type V - B New / Additional Sq. Feet - Deck .......................... 0 New / Additional Sq. Feet - Garage ........................ 526 Mechanical to be Included?..................................... Yes Plumbing Work Valuation? . .... ................................ 10000 Mechanical Work Valuation?.................................. 10000 Number of Stories ................................................... 2 New / Additional Sq. Feet - Other........................... 186 Plumbing to be included? ........................................ Yes New / Additional Sq. Feet - Total........................... 2780 Will Certificate of Occupancy be Issued? ............... Yes Occupancy #I - Use...................................... Residence (1 or 2 fly) Comprehensive Plan Designation ........................... SF - High -Density Zoning Designation ................................................. RS 7.2 Residential Total Valuation: 262,776.84 Ducting 1 Furnaces 1 Gas Pipe Outlets 2 Hot Water Tanks 1 Bathtubs 2 Dishwashers 1 Laundry Washer Outlets 1 Lavatories 3 Showers 2 Sinks 4 Water Closets 3 Hose Bibbs 2 CONDITIONS: 1. Driveway is limited to 20 feet in width. F-1,,voAtA r 44 4— PERMIT EXPIRES Monday, l January, 2018 , Permit Issued on Wednesday, July 5, 2017 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. ! Owner or agent: Date: 7 � / 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: MOORE Permit # 17 -101911 -00 -SF Address: 29713 24TH AVE S Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V - B Occupancy Load: 0.00 Floor Area (sq. ft.) 0.00 Owner Name: TRIPLE STAR PROPERTY LLC Owner Address: PO BOX 327 KENT, WA 98035 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 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 situated. Such compliance is the responsibility of the owner and / or occupant of the premises. . «R ciffa Fedsr.l V11�ty PERNIIT #: 1710191100 r THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record INSPECTION REQUE TS: (253) 835-3050 Address: 29713 24TH AVE S Project: TRIPLE STAR PROPERTY LLC 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 V"„ are UrUmre about anv of the insvections or the inspection sequence. On-going inspections are logged on the back of this card. Q SWM Precon Site Mtg (4400) F&I Initial Erosion Control (4365) Foodugs/Setback (4110) Floor Sheathing (4105) Approved Approved to place con=W To be done PRIOR to breaking ground Approved to place concrete By Date By Date Dat -3 ® Foundation Wall (4115) 0 Drainage/Downspout (4040) ® Plumbing Groundwork (4190) Approval to place concrete Approved to backfill Approved to cover By A..l Date 91 T / 'y By ,g,,l Date 10 / 1 ]By Date Q Slab/Concrete Floor (4255) ® Underfloor Framing (4285) D Floor Sheathing (4105) Approved to place con=W Approved to sly floor Approved to install flooring By Date By IJ Date CJ -Z ! 7 By �� 1 1 41j/ 10 Shear Walls (4245) Approved to imiall siding By ytrJ Date 11,11d Roof Sheathing (4220) Approved to install roofing Date By Rough Plumbing (4230) Approved Date 13 Mechanical Rough -in (4165) 4 Gas Piping (4125) Final Electrical Fire/Draft Stops (4095) A�� Approval to release test Appn'� By Date By Date . By Date ® Interim Erosion Control (4370)EIRRWDraft mi a Fmmig iaspectisa; Approved mbirt & Measakat Revgb4s Step iaspeetiom must be slped- By Date apprwed. IBC 1093.4 18 Insulation (4150) Approved to install wallboard By A --PJ Date 141&d)18, ® Gypsum Wallboard Nailing (4130) Approved to install mud & tape r/ By q,% Date 4 7` ED Framing (4120) Approved to insulate By %k,4— Date u_ 1 Final Erosion Control (4375) Approved By Date -70—t"? Final - Mechanical (4065) Final - Plumbing (4075) Final Electrical Final - Building (4050) ApprovalApproved RoughElectrical lectrical Approved By Date 31sJ By Yll Date 3 ,.]By Illy A,1 Date .3 hir -70—t"? Final Electrical Right of Way RoughElectrical lectrical Approved Approved Illy Approved By Date By Date. Date Fa MiTek' Re: B174018 PAUL MOORE CUSTOM y .A MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Louws Truss. Pages or sheets covered by this seal: R53504664 thru R53504664 My license renewal date for the state of Washington is March 20, 2019. 70O SOOly O� G��c4 WAS g � Q A, 46598 _n / t--/ March 19,2018 Ong, Choo Soon IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. f# I 1 !1 Job BRACING - Truss Type l]ty Ply PAUL MOORE CUSTOM BOT CHORD �Truss Rigid ceiling directly applied or 10-0-0 oc bracing. 30-0-0 - 2x4 DF No.2 853504664 817x018 T03R Common 19 1 REPAIR: (3) 0-1-0 " DIAMETER HOLES WERE DRILLED Installation guide. REACTIONS. (Ib/size) 2=1324/0-5-8,6=1324/0-5-8 Job Reference (optional) Louws Truss, Inc., Ferndale, WA 98248 8.210 s Feb 23 2018 MiTek Industries, Inc. Mon Mar 19 10:31:02 2018 Page 1 ID:tCVAgh2xkldhV W7eWg bDVeyeNg D-Vwex5CxOeTk?Ipn7dCBGTgGbgZEPeCpiIG9nSGzZN4d -2-0-07-9-14 15-0.0 22-2-2 30-0-0 32-0.0 2-0.0 7-9-14 7-2-2 7-2-2 7-9-14 Scale= 1:54.6 4x6 = [J 0 LUMBER- BRACING - CENTERED AT HOLES 2x4 DF No.2 TOP CHORD 10.0-0 20.0.0 BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 30-0-0 - 2x4 DF No.2 10-0-0 10-0-0 MiTek recommends that Stabilizers and required cross bracing 100 be installed during truss erection, in accordance with Stabilizer REPAIR: (3) 0-1-0 " DIAMETER HOLES WERE DRILLED Installation guide. REACTIONS. (Ib/size) 2=1324/0-5-8,6=1324/0-5-8 THROUGH THE TRUSS. Max Horz 2=-85(LC 17) APPLY 2 X 4 X 6' SPF/DF/SP NO.2 SCAB TO ONE FACE OF TRUSS FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD CENTERED ON DAMAGE/SPLICE. ATTACH WITH (0.131"X3") NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 x 3'S - 1 ROW, 2 x 4S - 2 ROWS, 2 x 6'S 5-12=-2067/156,5-13=-2267/179,6-13=-2353/157 AND LARGER - 3 ROWS: SPACED @ 3" O.C. USE 2" MEMBER END DISTANCE. 2-9=-174/2080,9-14=-3211377, 14-15=-32/1377,8-15=-32/1377,6-8=-96/2080 WEBS 4-8=-65/726, 5-8=-482/178, 4-9=-65/726, 3-9=-482/178 Plate Offsets (X Y)— [8 0-3-0 0-3-4] [9:0-3-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.34 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.76 Vert(CT) -0.49 8-9 >723 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.08 6 n/a n/a BCDL 8.0 Code IRC2015/TP12014 Matrix -SH Weight: 122 Ib FT = 0 LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Sheathed or 3-2-10 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1324/0-5-8,6=1324/0-5-8 Max Horz 2=-85(LC 17) Max Uplift 2=-126(LC 12), 5=-1261LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-10=-2353/157, 3-10=-2267/179, 3-11=-2067/156, 4-11=-1967/167, 4-12=-1967/167, 5-12=-2067/156,5-13=-2267/179,6-13=-2353/157 BOT CHORD 2-9=-174/2080,9-14=-3211377, 14-15=-32/1377,8-15=-32/1377,6-8=-96/2080 WEBS 4-8=-65/726, 5-8=-482/178, 4-9=-65/726, 3-9=-482/178 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed, MWFRS (envelope) gable end zone and C -C Exterior(2) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 15-0-0, Exterior(2) 15-0-0 to 18-7-3 zone; cantilever left and right exposed ; end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricatorto increase plate sizes to accountfor these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 Ib uplift at joint 2 and 126 Ib uplift at joint 6. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard r0O SOON o -,w% March 19,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI -7473 rev. 10,032015 BEFORE USE. Design valid for use only with M�Tek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane j Suite 109 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. m Stmt ueinht� CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 137 " Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X -bracing, is always required. See BCSI. TOP CHORDS 0.14r C1-2 c2-3 2. Truss bracing must be designed by an engineer. For individual lateral braces themselves 4 wide truss spacing, 1 0LWEBS 0 p O � of may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never aV stack materials on inadequately braced trusses. 0- 1-- O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate M7 ce-s F designer, erection supervisor, property owner and plates 0- 'lid' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. " Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber software or upon request. shall not exceed 19% at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. ICC -ES Reports: The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR -1311, ESR -1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless Otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size Shown is for crushing only. �� 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: W1 ANSI/TPI1: 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 DSB-89: Design Standard for Bracin a is not sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with H Guide to Good Practice for Handling, ANSI/TPI 1 quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 } RECEIVED {;��� PERMIT APPLICATION Federal WayAPR 2 6 2017 PERMIT CENTER + 33325 81h Avenue South + Federal Way, WA 98003-6325 CITY OF FEDERAL WAY253-835-2607+ FAX 253-835-2609 + permitcenter(itcitvot7ederalway.com MMMUN" DEVELOPMENT PERMIT NUMBER _ I O t I I l - 5 4 TARGET DATE 6/7//-7 SITE ADDRESS SUITE/UNIT 11 PROJECT VALUATION $ , U�. a ZONING ASSESSOR'S TAX/PARCEL 8 RS -� : Z 1 -11 1 q -B, d _ o l S TYPE OF PERMIT BUILDING LUMBING MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT V v — PROJECT DESCRIPTION Detailed description of work to be included on this permit only = / Lf ( NAME Tr- l PI - C 31-A-tZ -PRO Pt:-�217 e5i' PRIMARY PHONE 20(o --9 X17 -7515 PROPERTY OWNER MAILING ADD �� f,1,, 5 -1 - CCITYCITY R � TAT ZIP I M ' NAME pMAILING I I W� / • I.�V PHONE Z.J� ~�Vtl' �'[� RE88 �� f-1, E-MAIL CONTRACTOR CITY 4j STAT ZIP FAX��� ' WA STATE LCONTRACTOR'S'EN8E M /yT� i{A� ''gM�rAA11 J EXPIRATION � � FEDERAL WAY BUSINESS LICENSE M NAME 'L � C� �J �PRIMPEiQ —1 .. & iu� 5& / Z APPLICANT MAILING ADDRESS— '1 V 5 �0 --V7 E -MAI Cc CITY n r ' � t IJ�`�yi�✓,�i,`L/ ^,��lw•'/ STAVE 4/',/�/ ZIP to ,..� FAY--% � ± NAME ��/ PRIMARY PHONE PROJECT CONTACT MAILING AIPDS ��,�,�N 5,` 7 E-MAIL (The individual to receive and respond to all correspondence (/ If CITY STATE � ZIP / © (D/ FAX Concerning this application) PROJECT FINANCING NAME , �`l OWNER -FINANCED When value is $5,000 or more (RCW 19.27.095) MAILING ADDRESS, CITY, STATE, ZIP /1t-tAe` t� /' NE �% C �%/l/,,. ( J/ 1 certify under penalty of perjury that 1 am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the iy;formation 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 clain#, 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 th city as apart of this application. SIGNATURE: C/�C/. DATE !— PRINT NAME: I�rTV� L I rt&07� C Bulletin #100 — January 29, 2016 Page 1 of 2 k:\Handouts\Permit Application 1 MECHANICAL PERMIT _ Indicate how many of each ti/p AIR HANDLING UNITS AIR CONDITIONER BOILERS COMPRESSORS DUCTING PLUMBING PERMIT Indicate how many of each trip BATHTUBS (or Tub/Shower combo( I DISHWASHERS DRAINS DRINKING FOUNTAINS *L HOSE BIBBS F fixture to be installed or rel FANS FIREPLACE INSERTS I FURNACES GAS LOG SETS GAS PIPING YLxture to be installed or reloc i LAVS (Hand Sinks) RAINWATER SYSTEMS SHOWERS SINKS (Kitchen/Utility) SUMPS as art of this project. Do not it GAS PIPE OUTLETS HOODS (commercial( HOT WATER TANKS (caa) REFRIGERATION SYST WOODSTOVES as part of this project. Do not in TOILETS URINALS VACUUM BREAKERS _ WATER HEATERS (Electric) WASHING MACHINES VALUE OF MfCHANICAL WORK -lude existing fixtures to remain. OTHER (Describe) TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? N0 WATER PURVEYOR LUQ SEWER PURVEYOR L, U D VALUE OF EXISTING IMPROVEMENTS $ 0 EXISTING/PREVIOUS USE � /aC^'O LOT SIZE (In Square Feet) u❑ EXISTING FIRE SPRI ER SYSTEM? Ye7 N SYSTEM? PROPOSED FIRE SUPP:ZN ❑Yeso Bulletin #100 — January 29, 2016 Page 2 of 2 k:\Handouts\Permit Application DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`t' Avenue South 4% CITY of reae1 a l Wa Federal way, WA 98003 253-835-2607; Fax 253-835-2609 www.citvoffederalway.com CALCULATING TREE UNITS This form can be used to demonstrate how you will meet the minimum tree unit requirement for your site and should accompany your submittal. Trees to be retained or planted must also be shown on your submitted site plan, or a separate tree plan. U V oU (lot size in square feet) 43,560 (sf/acre) _ ° x 25 (units/acre) (lot size in acres) (minimum tree units) Existing Trees Includes all trees except invasive species and hazard trees Tree Size (diameter at breast height /4.5') # of Trees to Remain Tree Units Total Units 1" to 6" dbh x 1.0 = > 6" to 12" dbh x 1.5 = > 12" to 18" dbh x 2.0 = > 18" to 24" dbh _ x 2.5 = > 24" dbh E'j ?j x 3.0 = Total Existing Tree Units to Remain Replacement/Additional Trees Evergreen Trees — minimum 6' in height at planting Deciduous Trees — minimum 2" caliper at planting Large Canopy= 1.5 Tree Units Medium Canopy= 1 Tree Unit Small Canopy =.5 Tree Units Tree Species (Sm/Med/ropy ) Un is Tree # of Trees Total Units Total Proposed Tree Units to be Added Total Existing and Proposed Tree Units Bulletin #073 - June 8, 2016 Page 1 of 1 k:\Handouts\Calculating Tree Units RECEIvE® Lakehaven -iWATER & SEWER DISTRICT APR 16 2017 '"n CITY QpF FEDERALy`1�`� Gp TI e6&9 ter & Sewer District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org M 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 &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ® Building Permit -SFR ❑ Building Permit -MFR ❑ Building Permit -Other ❑ Subdivision ❑ Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 9414800150 Site Address: 297XX - 24th Ave S Lakehaven GIS Grid: K-06 Ex. Bldg. Area to Remain: N/A sf New Bldg. Area Proposed: 2,594 sf Applicant's Name: Triple Star Properties SEWER SYSTEM INFORMATION 1. ® Sewer service can be provided by service connection to an existing 8" diameter sewer main that is approximately 30+/- feet from the site and the sewer system has the capacity to serve the proposed land use. 2. ❑ 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. ® 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. S. Sewer service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ❑ b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Sewer Service Connection Permit 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: z11-2 c1h 17 PERMIT #: 17-10191 1 -00 -SF ADDRESS: PROJECT: New Single Family MOORE DATE: 4/26/17 9414800150 swr.docx (Form Update 1/3/17) Page 1 of 2 9414800150 swr.docx (Form Update 1/3/17) Page 2 of 2 9414800130 8 110 9414500140 Y` 29707 $ 120 9414500150 O 091 29714 76838= 71 941480010$1 29717 - Lakedraven waiter and Seger ' Sews:rGerfifiieateofAvailability 6sf nether warrants nor gcarartees 4't't X019414800150 accuracy of arra facKy kdomatkm bed. FaciRy ocatoons and conditm c w subjectbofie ldvenftatmm- Feet 4ZV2t117 BIA 9414800150 swr.docx (Form Update 1/3/17) Page 2 of 2 ii 61 0) O v co 5-0" I I I I L GTING 36' FIR O 01 ADO 140' 11.04" N 89° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 7 1j I EXTEND SILT FENCE AS 40 FAR AS EXCAVATING IS , ANTICIPATED. %55 IDEN i J ATTACHFee,' AI d PATIO QVEING30" FIR ROOF DRAIN TIGHT LINE TO C.B. TO DISPERSION 4STICCOVERED //////// SHOPETYPE I8CATCH I STOCKPIL 24'DISPERSIONTRENCH & 25' VEGETATED FLOW - //III//!/I/////// PATH ------------ /---- -------- S 89°41'58" W 140' 10.8" SILT FENCE I •' 1DRAIN ROCK MAX, 15 L E RIGID PERFORATED PIPE 4' MIN. DIA. 3/4" TO 1-1/2" WASHED Dispersion Trench Section 2 3/4" = 1' 0" W t� Tt�� l Qj b►rsK ��� CIS jLilll 0►i I (at" V t4AAJ. Site Plan 1 -10 north 0 20 FT i 24'-0" I I I �I 1I DRIV SLOPE 1 I I I I I I I I I 25'-0" ANY CODE SECTION NOT MENTIONED IN THIS REVIEW DOES NOT IMPLY THAT A CODE SECTION IS NOT REQUIRED OR WAIVE A CODE REQUIREMENT Q# 4%6" DEEP x 24" WIDE x CONNECTSAN. TO EXISITNG ST 20'x2O' CONSTRUCTION ENTRANCE P R CITY STANDA D AY 1TH �C IMPERVIOUS SURFACE CALCULATION SITE AREA 9064 BLDG FOOTPRINT 1462 PORCH/PATIO 186 EAVES 193 TOTAL BLDG IMPERVIOUS 1841 DRIVEWAY/WALK 587 GROSS IMPERVIOUS SURFACES 2428 PERCENTAGE IMPERVIOUS 26.8% JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. .................■■■ uuu■ouou■■mom NI • • ■uuuo■uuuu■ uuuuu■■■■■a■■a C 1 _ • ------------ �- 'MAX.-i■' ' µ I I POST SPACING MAY BE MINI MUM 4"x4" TRENCH u INCREASED TO 8 IF BACKFLz TRENCH WITH NATIVE SOIL WIRE BACKING 15 USED OR 314" TO 1f2` WASHED GRAVEL NOTE; FILTER FABRIC FENCES 2°x4" WOOD POSTS, STEEL FENCE. SHALL BE INSTALLED ALONG POSTS, REBAR, OR EQUIVALENT CONTOURS WHENEVER POSSIBLE Silt Fence Detail 3 NTS A GENERAL NOTES 1. THE DRAWINGS ARE INTENDED TO PROVIDE THE BASIS FOR THE PROPER COMPLETION OF THE PROJECT SUITABLE FOR THE INTENDED USE OF THE OWNER. 2. ITEMS NOT EXPRESSLY SET FORTH BUT WHICH ARE REASONABLY IMPLIED OR NECESSARY FOR THE PROPER PERFORMANCE OF THIS WORK SHALL BE INCLUDED. 3. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. 4. DO NOT SCALE THE DRAWINGS. USE WRITTEN DIMENSIONS. PLEASE NOTIFY DESIGNER OF ANY SUSPECTED ERRORS OR OMISSIONS PRIOR TO PROCEEDING WITH WORK. WHEN REQUIREMENTS ARE IN CONFLICT WITH THE DRAWINGS, THE CODE SHALL GOVERN. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL PERMANENT CONNECTIONS ARE IN PLACE. 7. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 8. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2015 IRC AND ALL OTHER LOCAL CODES AND ORDINANCES. 9. UNLESS NOTED OTHERWISE PLAN DIMENSIONS ARE TO FACE OF STUDS, FACE OF CONCRETE WALLS, NOMINAL SURFACES OF MASONRY, AND CENTERLINES OF OPENINGS. 10. ALL EXTERIOR FRAME WALLS SHALL BE 2x6 STUDS 16" O.C. (UNO) INTERIOR FRAME WALLS SHALL BE 2x4 STUDS 16" O.C. (UNO) 11. PROVIDE APPROPRIATE FIREBLOCKING AT ALL ELECTRICAL, MECHANICAL AND PLUMBING PENETRATIONS. 12, SMOKE DETECTORS SHALL BE LOCATED IN EACH BEDROOM AND A COMBINATION SMOKE DETECTOR /CARBON MONOXIDE DETECTOR SHALL BE LOCATED IN A COMMON AREA ON EACH FLOOR LEVEL. DETECTORS SHALL BE 110v SHALL BE HARDWIRED AND EQUIPED WITH BATTERY BACK-UPS AND SHALL BE INTERCONNECTED. 13, VERIFY ROUGH -IN DIMENSIONS FOR EQUIPMENT, CABINETS, BUILT-INS AND FIXTURES. NOTIFY DESIGNER OF ANY DISCREPANCIES. 14, ALL DEBRIS, WASTE, DEMOLISHED OR REMOVED MATERIALS SHALL BE DISPOSED OF OFF SITE IN A LEGAL MANNER. ENERGY & VENTILATION NOTES ENERGY: 2015 EDITION WASHINGTON STATE ENERGY CODE SHALL BE FOLLOWED DURING CONSTRUCTION. BUILDING ENVELOPE SHALL BE INSULATED PER PRESCRIPTIVE REQUIREMENTS FROM CHAPTER 4 TABLE R402.1.1, CLIMATE ZONE 5 AND MARINE ZONE 4. FENESTRATION U-FACTOR 0.30 max SKYLIGHT U-FACTOR 0.50 max CEILING R VALUE 49 CEILING R-VALUE W/RAFTER-JOIST VAULT38 WOOD FRAME WALLS 21 WOOD FRAME WALL HEADERS 10 FLOOR R-VALUE 30 BELOW GRADE WALLS 21 SLAB R-VALUE & DEPTH 10, 2-FT. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, PLATE AND FOUNDATION WALL, OPENINGS BETWEEN WALLS & FOUNDATION, BETWEEN WALLS & ROOF; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND CEILINGS; AND ALL OTHER SUCH OPENINGS SHALL BE SEALED, CAULKED, GASKETTED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. DISPERSION TRENCH CALCULATION ALL STORAGE WATER HEATERS SHALL MEET THE REQUIREMENTS OF THE 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAECA) AND BE SO IMPERVIOUS STRUCTURES; LABELED. RESIDENCE & PORCH ROOF = 1841 SO. FT. 1841 x 10 / 700 = 23.6 ADDITIONAL ENERGY EFFICIENCY REQUIREMENT SECTION R406: PROVIDE 24' LONG DISPERSION TRENCH MEDIUM DWELLING UNIT - 3.5 CREDITS REQUIRED WITH 25' VEGETATED FLOWPATH. PROVIDE DISPERSION TRENCH AT NORTH OPTION 2a - AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION .5 SIDE OF DRIVEWAY 2' TOTAL. Reduce air leakage to 3.0 air changes per hour max. and whole house ventilation per section M1507.3 w/high efficiency fan OPTION 3a - HIGH EFFICIENCY GAS FURNACE 1.0 with min. AFUE 94% OPTION 5a - EFFICIENT WATER HEATING .5 All shower heads and kitchen sink faucets shall be rated at 1.75 gpm or less. All other lavatory faucets shall be rated at 1.0 gpm or less. OPTION 5c - EFFICIENT WATER HEATING: 1.5 Gas water heater w/ min. EF .91 p' EXHAUST FANS AND VENTILATION: �Ycc kVtt- j??�Q t L1Kf"�T r tAc X-C 1. THE FOLLOWING NOTES AND SCHEDULES ARE INTENDED TO REFLECT b0' S �r THE MINIMUM CODE REQUIREMENTS FOR DESIGN AND INSTALLATION OF O it $I � ) (1CC MECHANICAL VENTILATION SYSTEMS. THE CONTRACTOR AND INSTALLER { SHALL BE RESPONSIBLE FOR VERIFYING ALL CODES AND MFG.'S Lto't'-FS 2 INSTRUCTIONS, AND COMPYING WITH SUCH. VIA �1Vt - 2. SOURCE SPECIFIC EHXAUST VENTILATION IS REQUIRED IN THE KITCHEN, 'Tree av% vl�? Ye r��. n UTILITY EXCESS WHOM,TER VAPOR ROOMS, BATHROOMS AND OTHER ROOMS WHERE 3. SAID FANS SHALL HAVE A MIN. FLOW RATING OF 50cfm FOR BATHROOMS, TOILET ROOMS AND LAUNDRY ROOMS, AND 100 cfm FOR KITCHENS. � 4. EXHAUST FAN DUCTS SHALL TERMINATE OUTSIDE THE BUILDING, SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS AND SHALL BE INSULATED TO A MIN, OF R-8 WHEN IN UNCONDITIONED SPACES, TERMINAL ELEMENTS i SHALL BE PROTECTED OR SCREENED FROM ENTRY BY LEAVES AND R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower Door at a pressure of 0.2 inches w.g, R401.3 Certificate (Mandatory). A permanent certificate shall be completed by the builder or registered design professional and posted on a wall in the space where the r furnace is located, a utility room, or an - approved location inside the building APPROVED CITY OF FEDERAL WAY PUBIL WORKS PARTMENT DATE - 6 Zo OTHER MATERIAL 5. INTEGRATED WHOLE HOUSE VENTILATION SYSTEMS SHALL DISTRIBUTE OUTSIDE AIR TO EACH HABITABLE ROOM THROUGH THE FORCED AIR SYSTEM DUCTS. SAID SYSTEM 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 W UPSTREAM OF THE AIR HANDLER. THE OUTDOOR AIR DUCT SHALL NOT BE CONNECTED DIRECTLY TO THE FURNACE CABINET. 6. THE OUTDOOR AIR INLET DUCT SHALL BE SIZED PER IMC OR SECTION M1507 OF THE IRC AS AMENDED. 7. A DAMPER INSTALLED AND SET TO MEET MIN. FLOW RATES OF SAID CODE BY EITHER FIELD TESTING OR MFG.'S INSTALLATION INSTRUCTIONS BASED ON SITE CONDITIONS. 7. VENTILATION CONTROLS SHALL BE SET TO OPERATE THE SYSTEM FOR THE TIME SPECIFIED IN CODE (8 HRS. PER DAY) AT TIME OF FINAL INSPECTION. City of Federal Way Building Division APPROVED FOR CONSTRUCTION ION PROJECT DESCRIPTION NEW TWO STORY SINGLE FAMILY RESIDENCE ON A CRAWLSPACE FOUNDATION WITH AN ATTACHED 2-CAR SLAB ON GRADE GARAGE PROJECT DATA OWNER: TRIPLE STAR PROPERTIES PROJECT ADDRESS: XX 24TH AVE S FEDERAL WAY, WA. 98003 PARCEL NUMBER: 941480-0150 BUILDING CODE: 2015 IRC OCCUPANCY: SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE: V-B ZONE: RS7.2 SETBACKS: SEE SITE PLAN BUILDING AREAS: AREA SQ. FT. NO fEwED -rox 60 Dez- i$w rt (4kt.9 FIRST FLOOR 936 SECOND FLOOR 1132 TOTAL 2068 GARAGE 526 PORCHES 186 2015 IRC R109.4 Approval Required Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official. The buildimg official upon notification shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed, or shall notify the permit holder or an agent of the permit holder wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. SHEET INDEX AO.0 COVER SHEET SITE PLAN A1.0 FLOOR PLAN A1.1 ELECTRICAL PLANS A2.0 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A4.0 DETAILS S1 STRUCTURAL NOTES & DETAILS S2 STRUCTURAL DETAILS S3 FOUNDATION PLAN & 2ND FLR FRAMING S4 ROOF FRAMING PLAN Alert Prior to final building ins ection Final Erosion and Sedimentation Control inspection is required ALERT All erosion control measures shall be installed prior to any inspection and shall remain intact during Construction. NO EXCEPTIONS. VICINITY MAP t29707 24th Avenue South >t -n M 101 S MERIDIAN, STE I PUYALLUP, WA 98371 v (253) B40-5100 f (11M 948-3741 jmartinarch.com CONSULTANT These drawings are the property of JOHN MARTIN ARCHITECTURE. Reproduction by any method of all or art or variations of these Srawings without written permission by the architect is prohibited. Note that every effort has been taken to ensure the accuracy of these drawings. However the contractor shall check and verify all information contained in the drawings, and the site conditions prior to commencing construction. PROJECT Single Family Residence PAUL MOORE 297XX 24th Ave S Federal Way, WA 98003 STAMP 7999 REGISTERED \I ,�EGISARCHITECTERE F TE OFB'. MARTIN SATE OF WASHINGTON II REVISIONS 1. PWD05.17,17 BPR 05.24,17 DATE ISSUED 04.18.17 JOB NO. 1701 -•'T` CONTENTS: \N Cover Sheet Site Plan v y v M, �y m c 00� SHEET NO. F° n m n o° A0.0 �ozN� N V O w o 'a T N 10 m Z3 A RESUBMITTED < CD JUN 0 2 2017 ( T CITY OF FEDERAL WAY w COMMUNITY DEVELOPMENT