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15-103847ve _ Gilding - SingN : kmi'N, G!4yof Federal Way community& Econ. Dev. SerylPermit #: 15 -103847 -06 -SF . 33325 8th Ave SFILE, Federal Way, WA 98003 Inspection Request Line: 253 83 Ph: (253) 835-2807 Fax: (253) 835-2609 (� �l ( ) 5-3050 Project Name: MMROR ESTATES LOT 13 Project Address: 831 SW 315TH PL Parcel Number: 555700 0130 Project Description: NEW - Construction of a 3,908 square foot 2 -story single family residence with a 94 square foot covered entry, a 195 square foot deck and a 409 square foot attached garage. Includes plumbing & mechanical. ***5 Bedrooms; $571,950 estimated selling price*** Census Category: 1401- New Single Family House Includes: Owner HENLEY USA INC ADRIlicant JAGIRA HANE Contractor HENLEY USA INC Lender OWNER IS LENDER Type V - B Occupancy Load 11100 MAIN ST SUITE 100 HENLEY USA INC HENLEUL898DB (3/10/17) 2178 New / Additional Sq. Feet - 3rd Floor....................0 Furnaces ......................................... BELLEVUE WA 98004 11100 MAIN ST SUITE 100 11100 MAIN ST SUITE 100 Basic Plan? ........................................................... No Occupancy # 1 -Construction Type ........................Type V - B New / Additional Sq. Feet - Deck .......................... BELLEVUE WA 98004 BELLEVUE WA 98004 Mechanical to be Included?................................... Census Category: 1401- New Single Family House Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction T Type V - B Occupancy Load New / Additional Sq. Feet - 1 st Floor....................1730 Floor Areas . ft. 3,908 0 0 0 PERMIT EXPIRES Monday, March 7, 2016 1�=tNn Permit Issued on Wednesday, September 9, 2015 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the u e 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: Mechanical Fixtures Additional Permit Information • Ducting ........................................... New / Additional Sq. Feet - 1 st Floor....................1730 Fans................................................ New / Additional Sq. Feet - 2nd Floor ................... 2178 New / Additional Sq. Feet - 3rd Floor....................0 Furnaces ......................................... Occupancy # 1 - Area (Sq. Feet) ............................. 3908 New / Additional Sq. Feet - Basement...................0 1 Basic Plan? ........................................................... No Occupancy # 1 -Construction Type ........................Type V - B New / Additional Sq. Feet - Deck .......................... 195 New / Additional Sq. Feet - Garage .......................409 Mechanical to be Included?................................... Yes Plumbing Work Valuation?....................................5600 Occupancy #I - Class ............................................. R-3 New / Additional Sq. Feet - Other .......................... 94 Plumbing to be Included?...................................... Yes New / Additional Sq. Feet - Total .......................... 4606 Occupancy #I - Use ............................................... Residence (1 or 2 Bathtubs ......................................... 2 Dishwashers................................... family) Zoning Designation...............................................RS 7.2 Lavatories ....................................... 5 PERMIT EXPIRES Monday, March 7, 2016 1�=tNn Permit Issued on Wednesday, September 9, 2015 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the u e 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: Mechanical Fixtures Ducting ........................................... 1 Fans................................................ 7 Fireplace Inserts............................. 2. Furnaces ......................................... 1 Gas Piping ...................................... 1 Gas Pipe Outlets............................. 8 Hot Water Tanks ............................ 1 �- Plumbing Fixtures Bathtubs ......................................... 2 Dishwashers................................... 1 Laundry Washer Outlets ............... 1 Lavatories ....................................... 5 Showers................... ....................... 2 Sinks............................................... 2 Water Closets ................................. 3 Hose Bibbs..................................... 2 PERMIT EXPIRES Monday, March 7, 2016 1�=tNn Permit Issued on Wednesday, September 9, 2015 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the u e 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: .4ww AOL Fat f Federal Way tificate of Occupancy tificate issued pursuant to the requirements of Section 110.2 of the International Building Code certifying that e of issuance, this structure was in compliance with the various ordinances of the City regulating building tion or use. This certificate is valid ONLY when endorsed byCity staff. Tenant Name: MIRROR ESTATES LOT 13 Address: 831 SW 315TH PL Permit #: 15 -103847 -00 -SF Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction T Type V - B Occupancy Load Floor Area (sq. ft.) 3,908 1 0 1 0 1 0 Owner Name: HENLEY USA INC Owner Address: 11100 MAIN ST SUITE 100 BELLEVUE WA 98004 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 sevedy 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 itis situated. Such compliance is the responsibility of the owner and / or occupant of the premises. ' THIS CARD IS TO IN ON-SITE ►n of Construction In ection Record '. Federal Way INSPECTION REQUE TS: (253) 835-3050 PERMIT #: 15 -103847 -00 -SF Address: 831 SW 315TH PL Project: HENLEY USA INC FEDERAL WAY, WA 98023 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be.covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. X15n� _ OV +a ❑ SWM Precon Site Mtg (4 00) Initial Erosion Control (4365) Footings/Setback (4110) Drainage/Downspout (4040) Approved Plumbing Groundwork (4190) To be done prior to breaking ground Approved to place concrete By Date By Date By Pj-L,- Date 10—(a X15n� _ OV +a ❑ Foundation Wall (4115) Final Electrical Approved Drainage/Downspout (4040) Plumbing Groundwork (4190) By Approved to place concrete Approved to backfill By Approved to cover By ply Date By Date D ,�5 By Date Slab/Concrete Floor (4255) Underfloor Framing (4285) Floor Sheathing (4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date By PM— Date 10 _ 1(0 - f, S'' By�-� Date _ Shear Walls (4245) Roof Sheathing (4220) Rough Plumbing (4230) Approved to install siding Approved to install roofing Approved By Date By Date _ 1 By Date Mechanical Rough -in (4165) Gas Piping (4125) Fire/Draft Stops (4095) Approved Approved to release test Approved By Date B Date By J -J\J Date 1 Z Interim Erosion Control (4370)[Fire/Di:raft ❑ Framing (4120) scheduling a Framing inspection; Approved lumbing & Mechanical Rough -in and Approved to insulate By Date op inspections must besigned-of and IBC 1093.4 By t Date 12/� approved tq 1 115 Insulation (4150);,125 E] Gypsum Wallboard Nailing (4130) Final Erosion Control (4375) Approved to install wallboard Approved to install mud & tape Approved By Date By �4 Date 12- ( ti' I 1 S By Date Final - Mechanical (4065) Final - Plumbing (4075) ❑ Final - Building (4050) Approved Approved Approved BY Date 2)/4/& By Date 2 By Date X15n� _ OV +a ❑ Rough Electrical Approved Final Electrical Approved Right of Way Approved By Date By Date By Date A MALSAM TSANG STRUCTURAL ENGINEERING STRUCTURAL MEMO NO. 2 ATTN Grant Anderson DATE November 18, 2015 TO Henley USA, LLC FROM Kevin Schell 1110 112th Ave NE, Suite 202 PROJECT Construction Administration Bellevue, WA 98004 0135-2012-24-03 T 425.646.4022 F 425.646.4024 RE Henley 23-40.02 W4 Plan at MIR -13 — Retrofit Holdown Special Inspection Requirement It is our understanding that the building inspector is requesting special inspection for the Simpson Strong Bolt 2's used for the KST-248 retrofit holdown at the front den shearwall at the above subject building. We accept the installation of these anchors without the special inspection requirement, as the anchors are only acting in shear. Please let us know if you have any questions or concerns. Thank you. / n Kevin Schell 122 S JACKSON ST I SUITE 210 1 SEATTLE WA 98104 1 206.789.6038 T 1 206.789.6042 F MALSAM TSANG STRUCTURAL ENGINEERING STRUCTURAL MEMO NO. ATTN Grant Anderson DATE November 12, 2015 TO Henley USA, LLC FROM Kevin Schell 1110112th Ave NE, Suite 202 PROJECT Construction Administration Bellevue, WA 98004 0135-2012-24-03 T 425.646.4022 F 425.646.4024 RE Henley 23-40.02 W4 Plan at MIR -13 — Retrofit Holdown It is our understanding that an STAD14 holdown was misaligned at the front den shearwall at the above subject building. We have determined that a KST-248 strap shall be installed at the end of the shearwall, centered at the top of the stemwall with (3) Simpson Strong -Bolt 2's with 3 -7/8 -inch embedment to the foundation and with (17) 16d nails to double holdown studs. The lowest holes provided in these straps shall be used for the Strong -Bolt 2's. The KST straps may be installed on the inside face of the stemwall. Please let us know if you have any questions or concerns. Thank you. Kevin Schell 122 S JACKSON ST I SUITE 210 1 SEATTLE WA 98104 1 206.789.6038 T 1 206.789.6042 F AM 1119111111. Job Truss ype Qty Ply 2 W4 -� 1 47 1-11-0 4-4-12 Plate Offsets (X.Y)-- j1:0-2-9.0-1-8]. [-3:0-4-0 0-1-151. I7:0-4-8 0-2-0],[11:0-0-12 0-2-Oj [12:0-3-14.0-2-121, [210-8j A - 11076680.BJ509?87 A30D CALIFORNIA GIRDER 1 3 I ► GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Jab Reference (optional) The Truss Co., Sumner, WA 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Oct 22 16:03:49 2015 Page 1 I D:3BA7cZ_KcV2gpSGVEmd243z?nk 1-B7C91laYlaac2Ht8ppiYCwNLSlggxaOBOgCw_FyQpLB 23-8-13 30-0.4 3-2-9 5-11-72 S 11-14 14.0-12 21-7-1 22 0- 2 28-1-4 29-6-9 31-5-0 3-2-9 2-93 0. 1 3-613 4-0-8 -----7-6-5 0-514-4-12 3x8 26 27 22 28 21 20 19 18 17 16 15 14 132930 31 3x4 = 3x8 = 5x6 = 4x8 3x4 = 5x6 = 3x8 = 4x6 = 5x8 MT18HS 5x8 MTI BHS = 3x10 II Scale = 1:62.9 5-11-12 + 10-0-4 1-0-1 2 I 28--0.10 2 1231--8-1 3 1 ---0 i 30-0-4 I id -5-0 3322-99 -- -8 1 47 1-11-0 4-4-12 Plate Offsets (X.Y)-- j1:0-2-9.0-1-8]. [-3:0-4-0 0-1-151. I7:0-4-8 0-2-0],[11:0-0-12 0-2-Oj [12:0-3-14.0-2-121, [210-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.46 18 >895 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.89 Vert(TL) -0.90 17-18 >454 180 MT18HS 185/148 BCLL 0.0 * Rep Stress Incr NO WB 0.72 Horz(TL) 0.14 12 n/a n/a BCDL 7.0 Code IRC2012/TP12007 (Matrix) Weight: 536 Ib FT = 10% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, T5: 2x4 DF No.1&Btr except BOT CHORD 2x6 DF SS 2-0-0 oc purlins (3-10-5 max.): 3-7, 8-10. WEBS 2x4 HF Stud *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W12: 2x10 DF SS 6-0-0 oc bracing: 1-22. REACTIONS. (Ib/size) 1=3861/0-5-8 (min. 0-1-8),12=12567/0-5-8 (min. 0-4-7) Max Horz 1=-35(LC 6) Max Uplift 1=-1393(LC 25), 12=-2566(LC 26) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-791612994, 2-3=-8048/2196, 3-23=-10872/2294, 4-23=-10872/1877, 4-24=-13485/2187, 24-25=-1 3485/1717, 5-25=-1 3485/1564, 5-6=-13485/2335, 6 -7= -14078/2771,7-8=-15749/3000,8-9=-17733/3076,9-10=-1773313555, 10-11=-18484/3811, 11-12=-22631/4891 BOT CHORD 1-26=-2637/6958, 26-27=-2144/6958, 22-27=-1446/6958, 22-28=-1452!7354, 21-28=-973!7354, 20-21=-1366/10872, 19-20=-1634/10872, 18-19=-1853/14078, 17-18=-2329/14032, 16-17=-3024/18982, 15-16=-4274/18982, 14-15=-3136/16635, 14 -29= -3493/19957,13 -29=-3727/19957,13-30=-3792/19957,30-31=-3953/19957, 12-31=-4310/19957 WEBS 2-22=-236/607, 3-22=-211/259, 3-21=-1067/4492, 4-21=-2503/689, 4-19=-937/3270, 5-19=-327/68, 7-18=-624/800, 7-17=-667/5728, 8-17=-7133/880, 8-15=-1883/1268, 10 -15= -715/1793,10-14=-829/4848,11-13=-1184/6853,11-14=-4022/1037, 6-18=-438/478, 6-19=-940!751 NOTES- (16) 1) Add (12) Simpson "SDS 1/4 x 4-1/2" (or equiv.) wood screws at joint 13. Place screws in 2 rows spaced 6" oc each row about joint. 2) 3 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 04-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. (%rTttha6wtm I"b@en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. November 30,2015 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 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 ANSIrrPl1 Quality Criteria, DS8-89 and 8CSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.e'j'AZj$$CQ, INC. Job BJ509287 A30D The Truss Co., Sumner, WA CALIFORNIA GIRDER Qty W4 110765680- I I er IJob Reference (optional) 7.640 s Oct 7 2015 MiTek Industries, Inc. Thu Oct 22 16:03:49 2015 Page 2 ID:3BA7cZ_KcV2gpSGVEmd243z?nk 1-B7C91laYlaac2Ht8ppiYCwNLSlggxaOBOgCw_FyOpL8 NOTES- (16) 9) ` This truss has been designed for a live load of 23.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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1393 Ib uplift at joint 1 and 2566 Ib uplift at joint 12. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 34-5-0 for 230.0 plf. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 335 Ib down and 192 Ib up at 6-3-0, 137 Ib down and 95 Ib up at 8-0-12, 137 Ib down and 100 Ib up at 10-0-12, 137 Ib down and 100 Ib up at 12-0-12, and 147 Ib down and 71 Ib up at 28-4-4, and 318 Ib down and 137 Ib up at 29-9-0 on top chord, and 34 Ib down at 2-0-12, 34 Ib down at 4-0-12, 34 Ib down at 6-0-12, 34 Ib down at 8-0-12, 34 Ib down at 10-0-12, 34 Ib down at 12-0-12, 1293 Ib down and 112 Ib up at 14-0-12, 1049 Ib down and 92 Ib up at 28-14, 23 Ib down at 284-4, 23 Ib down at 3044, 8428 Ib down and 1259 lb up at 314-8, and 23 Ib down at 324-4, and 1583 Ib down and 136 Ib up at 33-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) REFER TO LAYOUT DRAWING FOR HANGERS LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 . 15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 7-8=-70, 8-10=-70, 10-12=-70, 1-12=-14 Concentrated Loads (lb) Vert: 3=335 10=-176 20= -29(8)22= -29(B)21= -29(B)4=-137 19=-1293(B)9=-76 15= -1067(B)13= -8428(F)23=-137 24=-137 26= -28(B)27= -29(B)28= -29(B) 29= -18(B)30= -17(B)31= -1583(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 ANSIRPl1 Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. LheuA'r7t..Q, INC. s cm of Federal Way PERMIT*PPLICATION PERMIT NUM13ER1 S— 10 3 r J 7—S F TARGET DATE 9. tI . t/ so 340ti4a SITE ADDRESS SUITE/UNIT # 831 SW 315th PI. Federal Way, WA 98023 PROJECT VALUATION ZONING ASSESSOR'S TAR/PARCEL # $ 465,183.17 RS 5 5 5 7 0 0- 0 1 3 0 TYPE OF PERMIT C4 BUILDING X PLUMBING X MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT Enclave at Mirror Lake lot 13 PROJECT DESCRIPTION Detailed description of work to New single amome (mechanical, plumbing and electrical included i family l Ng %/ hhnibi � p g Plan 23-40.02 W4 / 2R be included on this permit only PROPERTY OWNER NAME Henley USA, LLC PRIMARY PHONE 425-646-4022 MAILING ADDRESS E-MAIL 1 1 10 1 12th Ave NE #202 Seattlepermits@mainvuehomes.com CITY Bellevue STA ZIP 98004 FAX 425-646-4024 NAME Same as owner PHONE MAILING ADDRESS E-MAIL CONTRACTOR CITY STATE FAX WA STATE CONTRACTOR'S LICENSE # RATION DATE E07PIZ FEDERAL WAY BUSINESS LICENSE # HENLEUL898DB 10 /2015 NAME Jagira Hone PRIMARY PHONE Same as owner APPLICANT MAILING ADDRESS Some as owner E-MAIL jagira.hane@mainvuehomes.com CITY STATE ZIP FAX PROJECT CONTACT NAME J a g i ra Hone PRIMARY PHONE MAILING ADDRESS Same as owner E-MAIL jagira.hone@mainvuehomes.com (The individual to receive and respond to all correspondence CITY STATE ZIP FAX concerning this application) PROJECT FINANCING NAME ® OWNER -FINANCED Required value of $5,000 or more MAILING ADDRESS, CITY, STATE, ZIP PHONE (RCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as a part of this application. SIGNATURE: DATE PRINT NAME: Jag a Hone Bulletin #100 — January 1, 2013 Page 1 of 3 k:\Handouts\Permit Application r VALUE OF PLUMBING WORK PLUMBING PERMIT $ 5,600 Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. 4 BATHTUBS (or Tub/Shower Combo) _¢_ LAVS (Hand Sinks) 3_ TOILETS WATER PIPING 1 DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS 2 SHOWERS VACUUM BREAKERS GAS DRINKING FOUNTAINS 1 SINKS (Kitchen/Utility) HEATERty� S-(�eetriel- 2 HOSE BIBBS SUMPS ) WASHING MACHINES 21 TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF MECHANICAL WORK MECHANICAL PERMIT Lakehaven Utility District Lakehaven Utility District N/A EXISTING/PREVIOUS USE $ 7,248 Indicate how many of each type offixture PROPOSED FIRE SUPPRESSION SYSTEM? to be installed or relocated as part of this project. Do not include existi fixtures to remain. AIR HANDLING UNITS 7 FANS 8 GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER 2 FIREPLACE INSERTS HOODS (Commercial) BOILERS 1 FURNACES ) HOT WATER TANKS (Gas) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT $ 5,600 Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. 4 BATHTUBS (or Tub/Shower Combo) _¢_ LAVS (Hand Sinks) 3_ TOILETS WATER PIPING 1 DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS 2 SHOWERS VACUUM BREAKERS GAS DRINKING FOUNTAINS 1 SINKS (Kitchen/Utility) HEATERty� S-(�eetriel- 2 HOSE BIBBS SUMPS ) WASHING MACHINES 21 TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS N/A Lakehaven Utility District Lakehaven Utility District N/A EXISTING/PREVIOUS USE LOT SIZE (In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? N/A 7,479 SF ❑ Yes CK No ❑ Yes X No Bulletin #100 — January 1, 2013 Page 2 of 3 k:UIandouts\Permit Application 5TORM 5116 5EIIER 5TUS GON5TR0GTIO1I — EN RANGE 10' UTILITY _/� EASEMENT 20'FRONT- 5ET8AGK GONNEGT ROOF — DRAIN5 TO STORM S11j6 WITH 6" PERF. PIPE IN 2'x10' 1REW Iq5 5F WOOD DECK N/ 6A5 FIREPLACE, (SEE 5HT 03.1 FOR FIREPLACE LOCATION) 5TAIR5 TO GRADE, — PER 5HT 03.3, GOND. #I aIAI ntG-r11 2-1 A it 5 Sq°03'28" E 54.00' LOT 15 -1,411,4ia 5F ` WATER METER FLAN 25-40.02V4 R AREA S JMM Y MAIN FLOOR: 1130 UPPER FLOOR: 2176 TOTAL AREA: 3g08 GARAGE 50. FT. 40q COVERED PORCH q4 OUTDOOR ROOM M5 IMPERVIOUS GALGULATIONS BUILDIN6oxrxwl%� = 2,6g8 5F NALK DRIVE - 411 5F TOTAL IMPERV = 316g 5F MAX IMPERV = 4,000 5F CORNER ELEVATION5 A = 313.0' saw B = 313.0` G = 313,0' co D = 313.0' NOTES AREA OF 015TWEIANGE INCLUDES ENTIRE LOT EXCEPT 12" MIN PROPERTY LINE 5ETBACK FOR &FADING. - ALL DOSNN5POUT5, FOOTING $ YARD DRAIN TO TI&HTLINE TO STORM DRAIN. ALL EXCAVATION TO BE FOR FOUNDATION ONLY. C.ON5TRUCTION ENTRANCE TO BE IOW' MIN, OF 1-1/2" - 2-1/2" BROKEN ROCK 5WALE 51DE YARD A5 GONDITION5 ALLOW/REWIRE - IF P0551BLE, 5LOPE DRIVEWAY TO'KARD 2'x2' &RAVEL TRENCH 51LT FENCE AT PERIMETER TO REMAIN THROUGHOUT CONSTRUCTION N RECEIVED AAUGQ �✓ ' 4 2015 T LOT 13 C OF FEDERAL � © 7u0 M � 0 4 � CDS O WAy 20 m 40 n SITE PLAN PARCEL: 555-100-0130 GONTRAGTOR'5 LIOEN5E #114ENLEUL8g8DB MIRROR ESTATES Henley nto 11zen Ave NE, Sse 202 Bellevue, NA 48004 LOT 13 Phone: (425) 646-4022 Fax. (425) 646-4024 USA, ADDRE55: 831 5N 315th PL LLC CO2:Co (D A '>. n DA cn O� v,: oW 08-02 7 W W m u --i T rrn �m OK CD CD